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963yy_ ls OE OIL COUNTY OF RIVERSIDE 0. REQUIRED INSPECTIONS: VICINITY MAP: > o CONSITE AT ALL OBTAIN DURING COPY ONSTRU HE TIONAL WRREHTHECSA LANDSCAPE SPRING MOUNTAIN RANCH — TR 29598, —1, —2 H n STANAROS BOOKLET. CONTRACTOR SHALL HAVE A BOOKLEF ON THE JOB Q SITE AT ALL TIMES DURING THE CONSTRUCTION ALONG WITH THE APPROVED z 1 PLANS AND ANY AVAILABLE REDLINE AS-BUILTS FOR REFERENCE AND ~ INSPECCOTIONSCHEDULESHALLBEDETERMINEDATPRELOGTRUCTION OPEN SPACE, BASIN, SIDEYARD AND SLOPE LANDSCAPE IMPROVEMENT PLANS w A'CO MEETING WITHLARUCII 14 EETING) (MINIMUM 48 - HOUR NOTICE REWIRED SPRING MOUNTAIN ROAD, STOCKYARD ROAD AND SPRING STREET STREET p FOR PRE - CONSTglIC710N MEETING) � STREET P PROJECT �J? CENTER s STREET Z FLOW SENSING AND COMMUNICATION FUNCTIONALITY WITH CENTRAL CONTROL U N p SMALL BE VERIFIED PRIOR TO TURNOVER 4, N a AO a SHEET INDEX MAP: k� P P w CONTACT COUNTY REPRESENTATIVE MARK HUGHES AT (961) 955-6767 TO 4) S Q p START MINIMUM 90 DAY PLANT ESTABLISHMENT PERIOD (ACTUAL -19 1-18 y� i�*ACNUE ? y p 'O_ ESTABLISHMENT MAY TAKE LONGER THAN 90 DAYS.) L-19 L-18 PALM s29QCONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYIG THE CSA 126LOLUM SUPERVISOR MARK HUGHES AT (951) 955-6767 IN ADVANCE FOR THE - m4R F FOLLOWING IRRIGATION AND PLANRNG INSPECTIONS WITH LEADTIME AS 1-17 ED N LISTED BELOW L-17 ¢ ax SPRINGS T TAINS PARK n 1-16 60 ZZ PRE-CONSTRUCTION CONFERENCE f z0 O CONCRETE FORMWORK AND SUB-(iiADE 7 DAYS 4 O q� SEC 08, T28, RSM' z CONCRETE FOOTINGS 48 HOUR6 / . F— N U w CONCRETE FINISH AND ELEVATIONS 48 HOURS - t Mm W� F UTILITY TRENCHES 48 HOURS 1-20 F to 0] to DRAINAGE TRENCHIG/PIPIG 48 HOURS UI 0 Q Z MAINLINE/VALVE LAYOUT 48 HOURS L-20 • I-15 W U � O PRESSURE LATERAL LINE AND PRNKLESUTIONAND TIONTESTING 48 HOURS • L-15 DRAWING INDEX: PROJECT DIRECTORY: ' LATERAL UNE AND SPRINKLER INSTALLATION 48 HOURS .ti of m COVERAGE TEST 48 HOURS 1-21 SHEET: PAGE: SHEET TITLE Q Z FINISH GRADING48 HOURS p O SOIL PREPARATION & WEED-ABATEMENT 48 HOURS L-21 nm DEVELOPER / OWNER KB HOME COASTAL, UNG V F TREE AND SHRUB LAYOUT 48 HOURS -- 1-14 GENERAL 36310 INLAND VALLEY DRIVE 3 Z PLANT MATERIAL REVIEW 48 HOURS _ - [ TS-01 1 TITLE SHEET WILDOMAR, CA 92595 < w w TREE AND SHRUB PLANTING PITS 48 HOURS _ ' L-� 1401 2 IRRIGATION PLAN TEL' (951) 691-5272 FAX: (951) 691-MOD U FINAL GRADE PRIOR TO MULCHING OR HYDRO-SEEDING 48 HOURS I-01 O ti 402 3 IRRIGATION PLAN H Q Q FINAL INSPECTION 7 DAYS L� ' ' CONTACT PERSON: VERNELL WILLIAMS z V` \ .'. ti 403 4 IRRIGATION PLAN i `� 1_04 5 IRRIGATION PLAN M1-05�. � 1-05 S IRRIGATION PLAN LANDSCAPE ARCHITECT VOILA - VAN DYKE LANDSCAPE ARCHITECTS o DECLARATION OF RESPONSIBLE CHARGE: 1_06 7 IRRIGATION PLAN 462 STEVENS AVENUE I-13 1-07 8 IRRIGATION PLAN/. mm R SOLANA BEACH, CA 92070-2D42 �. � '� w 0 Z I HEREBY DECLARE THAT 1 AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED - L-13 oe 9 RRIGAnoN PLAN TEL (619) 284-8484 FAX, (619) 574-0828 '-,. 1-09 10 IRRIGATION PLAN O > U Z RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND a 1-10 11 IRRIGATION PLAN CONTACT PERSON: BRETT ALLEN 0O Z PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. .� (f 1 141 12 IRRIGATION PLAN U H ¢ { `... 1-12 13 IRRIGATION PLAN ENGINEER OF WORK MICHAEL BAKER INTERNATIONAL w N M I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE COUNTY OF RIVERSIDE, s I 1_12 1-13 14 IRRIGATION PLAN 40810 COUNTY CENTER DRIVE, SUITE 200 m. - - y I-14 15 IRRIGATION PLAN TEMECULA, CALIFORNIA 9 5 p CSA HE AND RIVERSIDE HIGHLAND WATER COMPANY IS CONFINED TOA REVIEW ONLY AND DOES NOT RELIEVE ME, / �• • L-12 1-15 16 IRRIGATION PLAN '1 �� Z PL w AS THE LANDSCAPE ARCHITECT OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. I-O • ?J 1-16 17 IRRIGATION PLAN TEL (959 676-8042 Q 1, > U L-02 t _ 1-17 18 IRRIGATION PLAN CONTACT PERSON: KENNY YARNALL J 0 � VOLA - VAN DYKE LANDSCAPE ARCHITECTS `\ '-, I-11 1-18 19 IRRIGATION PLAN d 0- Q 462 STEVENS AVENUE SUITE 107 - t`w �� L-11 I-78 20 IRRIGATION PLAN UTILITY PURVEYORS ' G D_ SOLANA BEACH, CALIFORNIA 92075-2042 - 1_8 2/ IRRIGATION PLAN POWER SG CALIFORNIA EDISON 00 (909) 307-6770 / (908) 930-8580 a e , ^ 1-10 1_21 22 IRRIGATION PLAN WATER LAND WATER COMPANY (909) 8254128 D4 23 IRRIGATION LEGEND AND NOTES PACIFIC E HIGH 9) MP - -- L-10 TELEPHONE PACIFIC BELL/SBC (909) 357-2255 H Approved /H ' 9 9/28M / ;; ID-2 24 IRRIGATION NOTES SEWER CITY OF RIVERSIDE / CSA 152 rE . : ID-3 25 IRRIGATION NOTES Electronically aTIFF y MITCH RATION N DATE ID-4 26 IRRIGATION PUMP SPECIFICATIONS G� SOUTHERN CALIFORNIA GAS COMPANY (908) 335-7874 As a TIFF REGISTRATION NO. 3781 � � � � � �� (909) 858-6500 mm Emmen qtr ID-6 8 IRRIGATION WAITER BUDGET CALCULATIONS WATERRESOURCESMyIeB do not "T.� 1-09 ID-7 IRRIGATION RUNTIMES RIVERSIDE COUNTY Exist BUILDING AND SAFETY NOTES: / \ - � . 8 L-09 ID-8 30 IRRIGATION RUNTIMES ,,_ 't, _- ID-1 31 IRRIGATION RUNTIMES _ A A FINAL LANDSCAPE PLAN AND COST ESTIMATE IS PETERED FOR HALL BE PREPARED MORE THAN RED — ID-11 32 IRRIGATION DETAILS RIVERSIDE COUNTY DEPARTMENT OF WATER RESOURCES (881) 8585500 STRUCTURES,. THE FINAL CT TO APPROVAL PUN AND COST ESTIMATE SHALL DI PREPARED BY A PRIOR TO ISS LANDSCAPE • IRRIGATION DETAILS TRANSPORTATION AND LAND ARCHITECT AND 13 SUBJECT TO APPROVAL BV THE DEPARTMENT OF BUILDING AND SAFETY PRIOR TO ISSUANCE OFA ( _ � -- � ire � � � � e � � � 7 ' G • • m I �__ T � ID-11 33 10-12 34 IRRIGATION DETAILS MANAGEMENT AGENCY (951) 95657 PRECISE GRADING PERMIT FOR THE PROJECT. - m I0-13 35 IRRIGATION DETAILS FIRE DEPARTMENT (959 9554777 - 10-14 36 IRRIGATION DETAILS �z B A SITE INSPECTION SHALL BE PERFORMED PO A THE RESPONSIBLE CONTROL LANDSCAPE ARCHITECT RI ORDER TO CERTIFY - I8-1 37 IRRIGATION SPECIFICATIONS COMPLIANCE WITH THE APPALLED TEMPORARY EROSION H THE AP LANDSCAPE PLAN WRITTEN CERTIFICATION TO - _ � I6-2 38 IRRIGATION SPECIFICATIONS ASSESSOR PARCEL NO. 85-190-M (CAME FROM 55-180 020) THE BUILDING DIRECTOR SHALL CERTIFY COMPLIANCE WITH THE APPROVED TEMPORARY EROSION t - i _ _ - _2- _ -_ IS-3 39 IRRIGATION SPECIFICATIONS 85-190-0Ig (CAME FROM 255-180-020) CONTROL-LANDSCAPE PLAN AS WELL AS CERTIFYING EVEN GERMINATION OF THE PLANTED AREA(S). TEMPORARY 2.' p1 '� _ - IS-4 40 IRRIGATION SPECIFICATIONS a_ ( 85-190-017 (CAME FROM 255-190-011) LANDSCAPING SHALL BE INSTALLED PRIOR TO ROUGH GRADING FINAL FOR THE PROJECT. 185 41 IRRIGATION SPECIFICATIONS 255-200-016 1-03 1-04 1-05 1-06 I-07 1-08 L-01 42 PLANTING PLAN Z C. A FINAL PLANTING INSPECTION OF THE TEMPORARY SLOPE PLANTING SHALL BE PERFORMED By THE DEPARTMENT OF 43 PUNTING PLAN OF L-03 L-04 L-OS L-Ofi L-07 L-OB L-03 44 PLANTING PLAN LEGAL DESCRIPTION NOT AVAILABLE th BUILDING AND SAFETY. L-04 46 PLANTING PLAN D IN CASE OF EMERGENCY ON THIS SITE GALL VERNELL WILINMS, (959 8915272 L� 48 PLANTING PPS NrnrO C3 E EQUIPMENT, ADDITIONAL SUPPLIES AND WORKER FOR EMERGENCY WIND EROSION CONTROL SHALL BE MADE 0 150' BONY600' 900' 1200' L-08 49 PLANTING PLAN TOWNSHIP/RANGE T2S fl4W SEC 9 OD Tr AVAILABLE DURING PERIODS OF BLOWING WIND. EVERY EFFORT SHALL BE MADE TO CORRECT PROBLEM AREAS L-0 49 PLANTING PLAN L-099 50 PLANTING PLAN � O FOUND ON THE SITE BY WHATEVER MEANS NECESSARY TO MINIMIZE THE EFFECTS OF WIND EROSION 0 L-10 51 PLANTING PLANof ZONING MDR 034. PF, CR RM/SP ZONES (CZ 6535) L-11 52 PLANTING PLAN ADJACENT ZONING MDR, 054, PF/SP ZONES (CZ 6635, 6702) O z L-13 54 PLANTING PLAN ADA NOTES: R A-2000asP ZONES (CZ e350) L-M 55 PLANTING PLAN p r t ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS L-15 56 PLANTING PLAN GROSS ACREAGE 77.17 ACRES w WITH DISABILITY ACT ACCESS GUIDE (ADAACJ IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES IT IS L-16 57 PLANTING PLAN NET ACREAGE 7587 ACRES ZO THE CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH ADAAG AND IN THE EVENT THAT A L-17 58 PLANTING PLAN 6) 4N p L-18 59 PLANTING PLAN CASE NO. FOR APPROVAL TRACT 29598 N DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT A L-19 60 PLANTING PLAN PROJECT TYPE NEW RESIDENTIAL DIFFERENT THAN SHOWN L,j r Q ON THESE PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION L-8 61 PLANTING PLAN F r to CAN BE DETERMINER CSA 126 MAINTENANCE QUANTITIES: HOLD HARMLESS CLAUSE: L-21 62 PLANTING PLAN P. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO ADAAA3 ACCESS LD-1 63 PLANTING LEGEND AND NOTES LANDSCAPE FLAT AREAS 453,479 SF LD-2 64 PLANTING DETAILS COMPLIANCE STATEMENT: D w FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY LANDSCAPE SLOPE AREAS 287AM SF CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBLTIY FOR JOB LD-3 g5 HARDSCAPE DETAILS CONSTRUCTION THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY ADAAG SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PS-1 66 PLANTING SPECIFICATIONS w Q N ARE SUSIECT TO REJECTION BV THE COUNTY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. LANDSCAPE BASIN AREAS 156,415 SF PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT PS-2 87 PLANTING SPECIFICATIONS 1 AGREE TO COMPLY WITH THE REQUIREMENTS OF ORDINANCE NO. 859 AND SUBMIT Ca (~i1 WATER QUALITY SWALES 0 SF THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE PS-3 68 PLANTING SPECIFICATIONS } O 3, SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR PS-4 69 PLANTING SPECIFICATIONS A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE SHOULD THE ORDINANCE BE TOTAL NUMBER OF TREES 351 EA PS-5 70 PLANTING SPECIFICATIONS REVISED, THESE PLANS MAY BE SUBJECT TO CHANGE BASED ON THE UPDATED Z z 3 GENERAL CONTRACTOR SU THEIR ASSUMES NO DURING GRADING AND ACCEPTANCE OF THE PROJECT, SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER HARMLESS RHONE z TOTAL NUMBER OF PALM TREES 0 EA ORDINANCE 3 THE CIVIL ENGINEER THIS SURVEYOR Y THE CS N RESPONSIBILITY OTHER FOR FINAL ACCEPTANCE C ADAAG FROMCOUNTYA OF LOCAL JURISDICTION, AND THE ENGINEER HARMLESS O O O RELATED ITEMS OF THIS PROJECT BY THE COUNTY, ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES CG TRAILS / ACCESS PADS 36299 SF FROM ANY AND ALL LIABILITY REAL OR ALLEGE0. IN CONNECTION F N U CONCRETE HEADER 8,730 LF WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING /M S 1 e/28n7 m w 3 RAIL CONCRETE FENCING 0 LF FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE MITCH PHILLIPPE RLA Y3 EXE( P. 11/30%7017 DATE m J } COMPLIANCE WITH ADAAG CONSTRUCTION REQUIREMENTS WILL BE THE SOLE ~ mJ RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB-CONTRACTORS LANDSCAPE LIGHTING 0 EA OWNER/DEVELOPER, THE RHWC, COUNTY OF LOCAL JURISDICTION OR to 0 U p TURF 0 SF THE ENGINEEER a Z COUNTY OF RIVERSIDE NOTES: FUTURE MEDIAN O SF SHRUB / GROUND COVER AREA 751007 SF RIVERSIDE HIGHLAND 1 2TIE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION QUANTITY OF WATER METERS 9 EA (1 EXISTING( COSTS OF ALL UTILITIES PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS QUANTITY OF IRRIGATION PUMPS 5 EA WATER COMPANY D_ Q PRIOR TO BEGINNING CONsTRUCTION w 3 aMULCH AT 3' DEEP 7510W BF CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY CSA 126 PER AGREEMENT DATED JULY 212010. �-- UA w w PHONE (959 955-6790 FOR PERMIT CASES (C U, PAI, OR VOLUNTARY), CABAZON AND AREA WEST MULCH AT 7 DEEP 0 SF z U 0 PHONE (951) 955-6885 FOR PERMIT MAPS AND TRACT MAPS APPROVED DATE CO z z PHONE p60) 942-8267 FOR PERMIT CASES EAST OF CABAZON COMPACTOR AND/OR OWNER S RESPONSIBLE FOR SUBMITTING A SOIL ANALYSIS REPORT AND GSA 126 w g DOCUMENTATION VERIFYING IMPLEMENTATION OF ITS RECOMMENDATIONS a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK LANDSCAPE & IRRIGATION 1LL 0 WITHIN THE ROAD RIGHT-OF-WAY ONLY. _ 11/14/2017 U N �� n�� NOTE. FORCONSTRUCTION - 9/28/17 — 5 PP- DnTE rn O a �J/ �I SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, —1 , —2 I.E. No. 170025 P.P. No. SHEET No. li > o z WORK CONTAINED WITHIN THESE PLANS ��xosc4Ae CIVIL IP# 050171 , 050172 050173 , w O w SHALL NOT COMMENCE UNTIL AN yAo s phiu;ay 4y�z COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH TS-1 a ENCROACHMENT PERMIT AND/OR A �', 462 STEVENS AVENUE, STE. 107 0- w < ~ OML Two WORKING GRADING PERMIT HAS BEEN ISSUED. ---- -- -- - S. Vr SOLANA BEACH, CA 92075-2042 OPEN SPACE, BASIN, SIDEYARD AND SLOPE p N BEFORE ..„ DAYS BEFORE = w w ou ac — " siaawT. 6t9-2948484 LANDSCAPE IMPROVEMENT PLANS PHASE 2 N U > U YOU DIG n""'I Dee.11 7 f FAX 619-574-0626 SPRING MOANTAIN ROAD STOCKYARD ROAD AND SPRING STREET Z O F The Piwle londsaye or[hiled signing these plonsis N"fnbk for aswmg s 9/28/17 e O Q U TOLL FREE 1-800-22]-2fi00 the o[mmcymd mceptabilRyof he design heeon. In the eronl of dexrepon[ies 9t not p?� LANDSCAPE TITLE 5m; F __OF7U SHT n J d Q A PUBLIC SERVICE BY arising Aller raunlyapprard ordumg aansWclbn,@e priwin landscape MJlitmi YIlIX W DATE .COPA. MIE ` OF 7GA ARCHITECTS FOR: O_ EL K shall be resonstle lar detenninn onmc table solution and whin the ers far I&U1m - - OAC SCALE: W.O. COUNTY 4 d UNDERGROUND SERVICE ALERT P 9 W 9 d ago COUNTY CERT NO . 3781 , EXP 11/2017 DATE: H:—V.-- KB HOME COASTAL, INC. FILE N0. 963-YY a a rowlb the moot . d ST M DRAIN P R CIVIL DWGS a o (1 FI HYDRANT ER CIVIL D Q TER LINE PER IL 3 w N E 4 V < � z a _ \ ITE R OF WA TVP. w n CRBBG to N Q 1-11 ^ D PE CIVIL- IIII. -14 J7 • o o D P �N - — - - - - - - _ _ • N Q N } III Zz uj uj 0 Do 3 U d O N y<' _ - WORK PELANS OR TRACT 29598 _ _ - - _ ' ® � � N■ LOT 37 } _ 1� FOR PILASTERS, WALLS II AND FENCES, TYP. = O W - - `11`1' o r N • !^ . +ft U 3 Z 1 QM-03 14 GPM vJ / rr Qw } 0.21 1„ HB W Z 1- d 2 OMdi 2 Q a 0.21 B - 7 QM42 3GPM LOT 1 W = N= W _ 8.02 1„ RE 2 O p Z LOT 38 8 QM-00 2 GPM -✓� ' I , w O Z 6.02 1' RE !W, > U O Z T RIGHT OF WAY, TYP. 75CV { i Y U > > _ LOT 36 a a a I ^Q) LOT 2 Approved NOTES: Electronically As a TIFF OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM Mylars do not HARDSCAPE Exist REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, NOTES, DETAILS CALCULATIONS AND RUNTIMES REFER TO SHEETS IS-1 THROUGH IS-5 FOR IRRIGATION SPECIFICATIONS, Z O u) IY M > N SN 0' 10' 20' 40' 60' 80' § 00 AQP CE O O 0 w t` 0 z KEY MAP w v ¢ a o o ¢ I-15 Z w X16 CO Of Q � CO > o - I-14 Z Z 3 O N OU H 10 ED J G Q Z � U O w z Z _. 1-10 e C_ a — 1-09 w 3a 1-04 1-05 106 Z o = 1-07 I-0 z a o CSA 126 LANDSCAPE & IRRIGATION - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /� 11/14/2017 _ c� z o a /�,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o // �aa NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o Z // l�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o Of ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enI1;11 °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-01 d U 1 a ENCROACHMENT PERMIT AND ,DR A ,�" o � :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE -' �,,,. two wolmlxc GRADING PERMIT HAS BEEN ISSUED. u O N BEFORE DAYS BEFORE S. SOLANA BEACH, CA 92075-2042 rn x � , LANDSCAPE IMPROVEMENT PLANS - PHASE 2 U > 0 YOU DIG You DIG s�mm,.. - 619-294-8484 0 &"" I mei11/'°1A17 �n FAX 619-574-0626 SPRING MOUNTAIN ROAD, STOCKYARD ROAD AND SPRING STREET o z O IDe priwlelmdernpe archftecl signing these plmsis reboonsible for assuring 's,, 9/28/17 IRRIGATION PLAN 2 OF 70 SHT n ¢ [C U TOLL FREE I-BOD-227-2600 the mmmcy and o6fotobility of 6 desgnhermn. In a emt of disaepanoes V Dote � LANDSCAPE c d AOR SERVICE BY arising after munty opprod or during mnstNdnn,the protelandmope anrhited NARK BY DATE IPPR. DATE tf OF CAV\FOQ ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d Q (L UNDER SERVICE AIERf shall be respmsNe tar detemliningm accWlaxe solulim and reusing the plans for ENp� TEN3B6 COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB HOME COASTAL, INC. FILE LA0. 963- 1 1 — o rodb the manl . c "�maa�'MI All _ 1 IN WE is ffrowl 01 MAUMEE— him FAR WX 11 RIGHT OF WAII I IV, ERA vlawAg 1 Jam/ Mill -- ! ILOT 2 LOT7 i , SHB • ® 0.21 ri ► • �e►oma �� 314T DISIANCE LINE. TYP. ' ►• �i� `� �l�''x 111! . ' �► • IY ��`� �oi�'�ira�'wL ^'•rte ' , ® ® • ; . • • • • . • - �. - ��_--____. - : 1c P.�\'Ill, • , �'��I�� ___ � , 1 • . 1 .1 :1 a�aa= .•s�aa�aam�arrmvc� zxr �a= �• ----'— _� ------ _ 00 � i 7 �I�o+�� .z\y==T�iilw►��1S��•��L _moo ` �� % ��-�� .... lung IN ,1 J • 1 y � ��OiYYYfI �'p'da !%1 =lam ;Im 1 . - • • •� ,v �E SIL+'T DICT E70025 P.P. No _ . 1 CIVIL IP# 0501 1 , 050172, 05017 SHALL NOT COMMENCE UNTIL AN COUNTY OF HIVERSIDE - SPHING MOUNTAII RANCH ENCROACHMENT PERMIT ANO�OR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN I SUED. re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 619-294-8484 SPRING MOLINTAIN ROAD, STOCKYARD ROAD AND SPRING STREET FAX 619-574-0626 IOLL WILL �� IR191GATION PLAN A PUBLIC SERVICE BY m' 'womm, 11-11.1 1 �0�� LANDSIZAPE , UNDERGROUND SERVICE M-ERT F"11,1111I CERT • • DATE: ...,\\_ ,� �' • /{-�\' � ' 111,11,, . ® e •• a "•. , ., Wx eAMw -!_` , 111 / , / . ,, ;�,` . •, 1,� ��``� '1 I� ' • _ �t ��- � ,�/� �, _. � 9� , � " ® ,qlf� u orq WI OR W�4 �,� �� ,.•a woe a ®�/ , ,,� �\ , Is ,,�,_�� WE ! , • i . ! PER CML Dl Sl SCAPE "WANIED B SA 128 lin f � • ��\ oil\aiii s ��— _��.� � � Sf'��'�� ,v�� , , r�'�M'. til = = IN1 • { ' 1 1 � 1 1 ■■ . CSA 126 LANDSCAPEON ! lip • . - . . DATEP.P. NOTE: PREPARED BY TRACT 29598, -1 , -2 I.P. No. 170025 WORK CONTAINED WITHIN THESE PLANS CIVIL IP# 050171 , 050172, 050173_ • ` SHALL• • • • � . A ,� COUNTY• OFSPACE,: BASIN,' -; - ; AND SLOP GRADING PERMIT HAS BEEN I SUED. e SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 619-294-8484 SPRING MOMAN RGAD. STOCKYARD ROAD AND SPRING SFREET FAX UNDERAGRPOUUBNLIDC SSEERRVVIICCEE kBYERT 00 Mpil ilq-I 111,11 ji 111,11 mI11111 �� 1626, N PLAN - MOM ANC)SlZAPE , 111 • , 9O0 •A11 --_ - Rik AIR al NIA1 &W MANN NIL 11 bob IN Wr rr .,. Ali � • OR .�� ®■®III■■®!®®'®�I®Illlil■elllll®®i■!�!®B'®®®A ®®ir • SIDEWALK PER CIVIL DWs �ic,��.�•,��.!■u /ice r DWGS. • . �. : ( STORM DRAIN PER CIVIL DWGS, ® ' rLMEMO FIGHT OF WAY, ® . 1 MEN MEN LOT 10jr LOT 11 LOT • • • P L ® - r3 XMI - iL 4 ® 7 GPM , 0.30 113 OF WORK _ ► /' .. ` iiiiiiiiiiiiiiiiiiiiiillillillilI ERROR NO ME I NNIN 111 - al AylMaI IM11armY[- Lim 7 NEI Will IF NNINNI IN NNIN, Ng PRI LVA Im • �� •��•- fit_ � �-� � �_�� ._ � �- �r �M.'. . MINIM, I xf • �y--:•.� ate_►�� i�� s�� - iOOOfP 'A + CSA • w ppp IRRIGATION LLANDSCAF FAX ► .• ! 11/14/2017 I AND�,DR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE EENI SUED. wx re SOLANA BEACH, CA 92075-2042 619-294-8484 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 SPRING MOMAN ROAD, STOCKYARD ROAD AND SPRING STREET A PUBLIC SERVICE BY 111 • 1 •• • DATE: ' 1 LOT 74 a a > a ' LOT 72 LOT 73 0 ♦ � w 1 / ZLD to N z SOP CI- / Q QQ SIDEWALK PER CIVIL DWGS. SHB ,I 2 0. 21 F LJ z CO Q CO N , CURB & GUTTER EIGHT DISTANCE UNE, TVP. z } PER CIVIL DWGS. - O Z z Q ONI W I— � no N � QZa UO + Of , T z HE STS � 0 Q ULd N C J z H T _ m Cl FIRE HYDRANT PER CIVIL DINGS, s N LLOT 20 y�F W z oz Z O Y Q SANITARY SEWER PER CML DWGS POTABLE WATER LINE PER CIVIL DWG& STORM DRAIN PER CML DWGS RIGHT OF WAV, TYP. I Q U z ' LOT 19 d � 0 U Q [L LOT 18 4 XM-23 7GPM 16 0.30 HB LOT Approved LOT 15 LOT 17 ' Electronically ' As a TIFF 4 - 2 GO M ♦ NOTES: Mylars do not 0. ," HB Exist Q ' 6 XM-28 21 GPM ♦ 1114 A OA4 �, HB OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 240 FROM 4 XM-21 7GPM ♦ HARDSCAPE e XM-27 17 GPM 0.30 1„ HB L REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, r Lu 6.02 �• RE ♦ NOTES, DETAILS, CALCULATIONS AND RUNTIMES. _ , ♦ REFER TO SHEETS IS-1 THROUGH IS-5 FOR IRRIGATION SPECIFICATIONS. '^ 6 XM-26 18 GPM vJ ' 0A4 1, HB V4 Lu 8 co 6.02 XM-25 REPM cc VqOI�j - so Of O v, , G�M�T ' LIMN =r -n 0' 10' 20' 40' 60' 80' Ld p� ~ `OF 1A ' 6 XM-24 21 GPM _ r > Q � I� � ` •VO OA4 ,, HB C Z W O Z O J o = oil 0 N z KEY MAP 1- w R Q a4^ < � N Q � o o � � � _ I-15 Q ^ _I�__ — �� -16 w - 1-14 } o to R - z Z ♦O vl0MEN A 0 00 Q m CO c � o • IT OFWORK � � � S w U 0 X a z 1-10 a w Q - _ a o109 w w 1-04 I-05 I-06 z o I-07 1-0 z a o 1-„ _ CSA 126 : F LANDSCAPE & IRRIGATION - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /� 11/14/2017 _ c� z o D /�,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o m �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 9 • -1 , - I.P. No. 1P.P. No. SHEET NO. N > o z Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o SHALL NOT COMMENCE UNTIL AN Oo s enu uaPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-05 d v w w DIAL NG ENCROACHMENT PERMIT AND/ORA ,�" o x Y� 462ANABESTEVENS AVENUE, 207107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J DAY WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 _ N BEFORE ., OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 > v YOU DIG You DIG 619-294-8484 0 me nmlelmdsco archAectsnn these msisr onsible for assunn °1 °°r` "/W101 FAX 619-574-0626 SPRING MGLMAIN ROOD, STOCKYARD ROAD AND SPRING SIREEf o z o P ce g PI D 's slzaln M� IRRIGATION PLAN 6 OF 70 SHT Q U TOLL FREE I-600-227-2600 the oauocymd aasptobilityol edesphermn. ln eemtofdisuepmdes ♦� ox. LANDSCAPE d A PUBLIC SERVICE BY arising aNemuntyapprovdmdurngmnheWn,thepnmtelmdmapemrhited MARK BY DATE APR. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d Q (L UNDERGROUND SERVICE AIERf shall be respmsnlefadetaminngm accWlohle solulim and Tensing the plans for EN[7� TENBBS COUNTY CERT NO . 3781 , EXP 11/2017 DATE: H: V' KB NOME coasuL, INC. FILE N0. 963-YY — o rode themunl . a a a W N < O H � Z d SIGHT LNS CE UNE, TTP. H w n — N N O 1-12 ` fid.^ 4 \lV/ QF / , p ♦ / / V r � '/ I-10 x O CURB & GUTTER Cr PER CIVIL DWGS. ED ~ / 4°/ / Hp I� O�O - O �V le S v T SIDEWALK PER CIVIL DWG S. 7 �/• 9e \` 0.21 CI HBGPM O .. r tV w w / O ¢ F 1 W m !n y I ] CI3 2 GPM N G Q OW � a y a a z LOT 21 0 w �(�` R E HYDRANT PER J Q `� h CD o o sy LOT N oz o > oz O U Z �� SANITARY SEWER PER CML DWGS. Y Q 0 %N � s LOT 23 POTABLE WATER UNE PER CML DWGB S Q U W W RIGHT OF WAY, TTP. ¢ >O H SEE WALL AND FENCE d U PLANS FOR TRACT 29598 d Q FOR PILASTERS, WALLS LOT 24 d AND FENCES TTP. Q d 5 XM-20 32 GPM Approved O'er 1.5' HB Electronically LOT 25 0 As a TIFF 5 XM-19 35 GPM 14 Mylars do not ^ � 0.44 1 5- HIS LI Exist -,T'� OF WORK LOT 26 W NOTES: XM-18 21 GPM W OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM 0.44 HB '= HARDSCAPE 3 XM-17 7 GPM VJ REFER TO SHEETS ID-, THROUGH ID-14 FOR IRRIGATION LEGEND, 0.30 1„ HB LuREFER NOTES, DETAILS, CALCULATIONS AND RUNTIMES +^ ,, 3 XM-i6 7 GPM REFER TO SHEETS IS-1 THROUGH II FOR IRRIGATION SPECIFICATIONS 0.30 1„ HIS �/J aa^ wLL m jams 3 XM-15 7 GPM mLu � =30 1„ HB 0' 10' 20' 40' 60' 80' 6 00 Kz 0 0 L1�IT-�wO K = z Fn N zKEY MAP 1 < ? o -16 .151 w21 < LIMIT WOR — _ - I-14 CID > o -- z „ o N o o 1T OF ORK� F T U , \l ¢ b w - D U ED z a w ¢ g - —_- Q I-04 1-05 1-06 i I-07 109 w3w Z U 0 1-0 z a o CSA 126_ ,. LANDSCAPE & IRRIGATION - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� 11/14/2017 _ c� z o D ,F II ..yj�� IL ��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17F— / ' / DATE - � w o m // no WITHIN NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 9 , -1 , - I.E. No. 1P.P. No. SHEET NO. N n o z // Il�s11\ WORK CONTAINED WITHIN THESE PLANS NNOSCAPE CIVIL IP# 050171 , 050172, 050173 o < SHALL NOT COMMENCE UNTIL AN �o s ?hu it °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH I-06 d U n a DUL � ENCROACHMENT PERMIT AND/ORA ,�" o 't %. \.I� 462 STEVENS AVENUE, STS. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w ca\, nro WORKING GRADING PERMIT HAS BEEN ISSUED. u O N BEFORE OATS BEFORE S. SOLANA BEACH, CA 92075-2042 to x �� , LANDSCAPE IMPROVEMENT PLANS - PHASE 2 � U > U YOU DIG YOU DIG rq,e 11 - FAX 614-8484 0 &""°' °°""'A'aAl �n FAX 619-574-0626 SPRING MO MAIN ROAD, STOCKYARD ROAD AND SPRING STREET o z O the pnwtelmdsaopearchAeclsignngtheseplmsisre�eehotofor assudng 's,, 9/28/17 IRRIGATION PLAN 7 OF 70 SH n ¢ 0_ U TOLL FREE 1-800-227-2600 the ocamrymdausptability durilidesgstrul In a telooddiouepmoes Dote t LANDSCAPE c d A PUBLIC SERVICE BY arisng aNs uuntyapproM or dung unsWclbn,Iheprimtelmduape arhited MARK BY DATE IPPR. DATE tf OF CACYFSQ ARCHITECTS SCALE: FOR: W.O. COUNTY d ¢ d UNDERGROUND SERVICE ALERT shill berespms'Is lardetsomiloroccWichl"oluUmandredsingIssure for Kill COUNTY CERT N0 . 3781 , EXP 11/2017 DATE: H: V' KB HOME CONSUL, INC. FILE NO. 963-YY — o radb Iheuunl . ENCINER a a a ¢ II > N ' n11 / 1 PER CIVIL DWGS o m p SIDEWALK PER CIVIL DWGS ZPOTABLE WATER LINE PER CML DWGS N fn N pZ '^ o t W V ¢ W Q " r Of LOT 27 " ¢ p p ¢ � SANITARY SEWER PER CML DWGS Z w LOT 28 N > W LOT 29 z Z FIRE HYDRANT PER CIVIL DWGS ez LOT 30 RIGHT OF WAV, TTP. a CID W LOT XX ao Q ONR w H H 0mN //W^^ (0 U O v! 0.21 XM-14 HBPM 0 W LOT 32 Q Z UL 5 XM 13 35 GPM LOT 33 LOT 35 Lu p EE O 0'44 1.5, HB LOT 34 3z JW 2 Qw _ 5 XM-12 35 GPMCD J Z F J _ • 0.44 1.5. HB CDL 3 XM-11 17 GPM ui -1T OF W0.30 1. HB vJ P > Z Q _ � SEE WALL AND FENCE O �R 0 Q _ _ _ - PLANS FOR TRACT 29598 XM-10 17 GPM V U s _ FOR PILASTERS, WALLS 0.30 1• HEI = Q •AND TYP. w U p U1 ` 3 XM-9 17 GPM Z z¢ 1' am - 0.30\ 1. HB J Ofaft D_ U _ ' I Qa , �� - � � � low �IM� OF WO H Approved - - �R� Q Electronically As a TIFF Mylars do notExist LIsL .I aft _ 3. aw &4' lillm �o _ a4' an G 7 a'4' Z CN=„4” 0 am . L Of 0 1.10 LIMIT OF WORK � � � � � � � � � �� > -11 0' 10' 20' 40' 60' 80' p Q x C K O z Lj p r 0 0 z KEY MAP 1- a ¢ ¢ p o (C ¢ I-15 Z w X16 Of ¢ LJ I-14 > o Z Z o o NOTES: F ds af > OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM F- E] Co Z HARDSCAPE IOj V REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, [e a w NOTES DETAILS CALCULATIONS AND RUNTIMES ' 1-1 O iREFER TO SHEETS IS-1 THROUGH ISS FOR IRRIGATION SPECIFICATIONS - - a w 1-09 3a 1-04 1-05 1-06 Z () o - 1-07 I-0 z a o CSA 126 LANDSCAPE & IRRIGATION - - = o a �nZ y� � NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� 11/14/2017 _ O z o D III O III��nn nnL�III WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o0 �� II NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 9 —1 . — I.E. No. 1 No. SHEET NO. N > o Z ILII WORK CONTAINED WITHIN THESE PLANS KNDSCAPE CIVIL IP# 050171 , 050172, 050173 o < SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-07 a U a DUL ENCROACHMENT PERMIT AND/OR A ,�" o :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE TWOw YOU DAY WORKING GRADING PERMIT HAS BEEN ISSUED. u p N BEFORE OATS BEFORE S. SOLANA BEACH, CA 92075-2042 rn x � , LANDSCAPE IMPROVEMENT PLANS - PHASE 2 " O > 0 YOU DIG YOU DID ry�m11 - 619-294-8484 0 &""°' °°""'/'am" �n FAX 619-574-0626 SPRING MCl1MA1N RCWD, STOCKYARD R04D PND SPRING STREET o z O IDe priwlelmdscnpe archAecl agnhg these plmsis re�onshe forassudng sr 9/28/17 IRRIGATION PLAN 8 OF 70 SHT ¢ [C U TOLL FREE I-600-227-2600 the ocamcymd ausptobiiityolt eddphmmn. ln a emtofdisaepmdes ox. LANDSCAPE c d < A PUBLIC SERVICE BY arisngaNs uuntyapprod mdurnguneheWn,thepriwtelmduapemrhiled 9ARE BY DATE N".. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d Q Of UNDERGROUND SERVICE ALERT shall be respmsNelardeterminngm accWlahle solution and reusing the plans for ENp� RN9D3 COUNTY CERT N0 . 3781 , EXP 11/2017 DATE: H: V' KB NOME COASTAL, INC. FILE N0. 963-YY — o rodb thecmnl . MATCHLINE H: SEE SHEET 1-09 4 N SPRINGS ET o N N N � LOT 42 1 ii i Z 1 STORM DRAT PER CIVIL DWGS 31 HE W 520 0.21 10GP WM 1 8 O TRE �0 w / Z RB 8 GUTTER U O OPER CIVIL DANGS U5 N Z SANITARY SEWER PER CML DWGS FIRE HYDRANT PER CIVIL OWES POTABLE WATER LINE PER CIVIL DWGS. I CI w v ¢ 0 SIDEWALK PER CIVIL DWES RIGHT OF WAV, TYP. I I I a W LOT 41MI CID z c=i� ' LOT 37 LOT 38 z LOT 36 LOT 39 LOT 40 O O uiI I I-11 28 v U OI I SHB 0.44 / I 1 i i � � eO ¢ �-Y` I LL GP WM-23 a • IR I I I w U %IS 1 / I I 90P WM-26 3 TRE 1„ 6.02 i i I I I O d } V 3 XMA 1] GPM 10 GP XM-1 2 'h I 1 SHB 1. 0.30 Q Z 0.30 1" HB SHB 1' 0.21 I 28 GP WM-24 fi , i , vq• 1 I I I W ' I SHB 0.44 L_ O Z ..-I , 9GP M-2] 8 1.5 U 3 Z 3 XM-7 17 GPM 3 XM4 21 GPM I 1 6.02 Qw J , 0.30 1" HB 0.30 1„ HB f 1" 8GP WM-25 1 J U � SHE 0.21 12GP WM-28 3 1. Q Q SEE WALL AND FENCE I I I _ m d 8 XMA 27 GPM PLANS FOR TRACT 29598 3 XMA 12 GPM I, \ , SHB 1" 0.30 ' I I I O O 0 1.5 RE FOR PILASTERS, WALLS LL AND FENCES, TYP. K Z U :�. �I 4GP JJ O Z 3 3 XM-2 19 GPM XMA 17 GPM 0.30 1„ HB I iP r I \ 0 o Z n.3D HB LIIMT OF W R MIT OF WS RK UZ o wow I yq I i j U Q O ~ a of Approved Electronically As a TIFF Mylars do not Exist y4• WORK — - - - - - - - - - - - - - - - _ _ ' , v,• „H; I I = - - - ♦ ♦ LIMIT OF W }E_ wm—a ♦ i i 1-10 z meq• i i I I � O > 0' 10' 20' 40' 60' 80' p 1-13 cc 6 O \a. D n N z KEY MAP 1- a Q Q o NOTES: c o Q OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM y� 6 1.15 D w HARDSCAPE. \ Z H w REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, I-l4 - m N NOTES DETAILS, CALCULATIONS AND RUNTIMES - Z Z REFER TO SHEETS IS-1 THROUGH IS-6 FOR IRRIGATION SPECIFICATIONS 3 O N 00 T U K N J } p Q Z U 0 w Ci- 0 Ci- z a — 1-09 w �' a 1-04 1-05 1 06 Z on = I-07 I-0 z a o CSA 126 "" _ '1' : LANDSCAPE & IRRIGATION - - = o a �nZ y� � NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� 11/14/20p _ c� z o D /�,F II .. ILLL��III'''III O III��nnIl llnnL�III WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - JJ o II NOTE: SEAL—LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 9 —1 . — I.E. No. 1 No. SHEET No. N > O Z ILII WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN Ao s enuuAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-08 d U w w DIAL � ENCROACHMENT PERMIT AND/ORA ,�" o %. Y� 462STEVENS BES AVENUE, STE. 107 OPEN SPACE, BASIN, S DEYARD AND SLOPE J two woRRlxc GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 _ O W BEFORE „ DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 > 0 YOU DIG YOU DIG slmm,.. 619-294-8484 0 Us fiwlelmdsco archileclanh these plains onsible for assurin &neio14°`P1fl/'°/A1' � FAX 619-574-0626 SPRING MGUITAIN ROAD. STOCKYARD ROAD AND SPRING STREET o z O R ce g PI D s s/za/n m� IRRIGATION PLAN 9 OF 70 SHT ¢ U TOLL FREE I-800-227-2600 the ocmmcymdamsptabdityol edesgn heron. In eelentofdiscrepmoes ♦' oil R� LANDSCAPE d AOR SERVICE BY arisml munlyappfovdmdumgmnheWn,Ihepdotelmdmapemrhited NARK BY DATE m".. DATE tf OF CAVYFOQ ARCHITECTS SCALE: FOR: W.O. COUNTY d Q d UNDERGROUND SERVICE ALERT shall berespmsNetadeterminngmoccWloxesolulimandrensingtheplansfor RN9LINS COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963-YY — o rowitlIhemunl . ENCHIM r PRE ►d VIII a • figEel IN � 4 Ed MI NMI � � i+ � � - � \ 1 "' , "lei�� ' ® � � • r � �� i�i'►sir id f I� �, AA I • _IWA . I - • NMIMAR o ' f. 1-4 ` v1 � i�-_ OAF . • • v ��aeasax � �eo111 1 1 � 1 1 • �� CSA 126 LANDSCAPE• • t•i w.• � , . . • DIG 4 E _ •• SHALL • • . • • • • 00 I-ANDSIZAPE A PUBLIC SERVICE BY mll , UNDERGROUND SERVICE M-ERT pilli m111 • 1 619-574-0626 • • • ' , a MATCHLINE K: SEE SHEET 1-12 N o N > IN < H O T UM F ECO W - �- - - - - - - - - - - -. -- -- - - - - W ---- -- - - - - - - - lilt - _ — — . — _ LIMIT OF WORKi 1' W L SEE WALL AND FENCE 2 GP WM-7 8 ' Q Lu PLANS I-1 I-12 PLANS FOR TRACT 28588FOR TRE 6.02 CC Z v/ AND FENCES S, WALLS ," I DO N MOOD SIGHT DISTANCE LINE, TYP. 1 if 5 GP Z ~ W LOT 68 TRE WM5 6.02 LOT 76 Z Z 0 _z LOT 69 13 GP WM-9 2 O Q O 4GP WM-6 2 SHB 0.21 ' Q U J SHB 1• 0.21 STORM DRAIN PER CIVIL DWGS. 1�. G a Co U U O y-IJ 3 CURB 6 GURER w PER CML OWES 0- r Q i < w O SIDEWALK PER CML DWGS. Q Z NS FOR TRACT 29598 Y i "� O O U FOR PILASTERS WALLS U 3 Z AND FENCES TYP. O I w W Q (n - a a LOT 75 01 ' . r o (D LOT 67 > O Z SANITARY SEWER PER CIVIL DWGS. J 1 I i rrz O U Z Oy 00 Q LOT 70 RECYCLED RVELU WATER LINE ' I 1• z I P H- U PER CIVIL DWGS - _ a [L 19 GP WM.10 4 ' r U SHB 1 0.30 •� Z > kq8 o o P: q o - d d Q G N FIRE HYDRANT PER CML DWGS / 8 1• I va Q d 1 FUGHT OF WAY, TYP. 19 GP WM-12 d Approved SHB 1• 0.30 , I - I ' ElectronicallyAs a TIFF I Mylars do not LOT 74 25HB WM 13 6046 1 ' tl Exist 1.5' „ LOT 66 ` POTABLE WATER LINE PER CML OWES. 1 -0'• TRE 1. 6.02 - 1 LOT 71 25GP WM-15 6 1 Ile - SHB 1511 0." Of MATCHLINE I: SEE SHEET 1-09 o O 0 p 0' 10' 20' 40' 60' 80' Z A r KEY MAP 1- - N Z w a Q Q p NOTES: -16 I-15 p < a p w OVERHEAD SYSTEMS ARE DESIGNED $O THAT HEADS ARE 24' FROM Q ~ HARDSCAPE I_1 w i N w REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, -- Z NOTES DETAILS CALCULATIONS AND RUNTIMES Z Z 3 REFER TO SHEETS I8-1 THROUGH ISS FOR IRRIGATION SPECIFICATIONS. O O F 0 ED _t � U O a — 1-09 w �' a -04 1-05 106 Z o = 1-07 I-0 z a o CSA 126 :2 F LANDSCAPE & IRRIGATION - - _ oo a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� 11/14/20p _ c� z o D /�,F I I .. O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / /_ DATE - w o m T NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o Z l�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN Ao s enuuaPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH 1-10 d v w w DIAL NG ENCROACHMENT PERMIT AND/ORA ,�" o x Y� 462ANA BESTEVENS AVENUE, STS. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE DAY wEFOIRE GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 _ W W BEFORE ., OATS U DRE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 > 0 rou DIG You DIG sIwom,1 FAX 614-8484 0 &""°' °°""'I'a'01 �n FAX 619-574-0626 SPPoNG MGl1MA1N RIGA ON PLA ROAD AND SPRING SIREEf o z O theacuracmdsaapearoblity t Me ln7e efft ofdi upotring sr 8/26/17 IRRIGATION PLAN 11 OF 70 SHT n Q U TOLL FREE I-800-227-2600 the ocamcymdausptabilityol tthhe desgn hmron. ln eemla(disaepmoes Dote t LANDSCAPE c d AOR SERVICE BY arishgaNa uuntyopproM mdurngunsbuclbn,Iheprimtelmduapemrhiled (LARK BY DATE IPPR. DATE tf OF CA X1 ARCHITECTS SCALE: FOR: W.O. COUNTY d Q (L UNDERGROUND SERVICE AIERf shall be respmsNelardeterminngm accWlahle solution and reusing the plans for EN[7� RN9B3 COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963-YY — o rodb the uunl . a a a a a w N >_ N < O H � FIRE HYDRANT PER CIVIL DWGS. ~ , 1.13 POTABLE WATER LINE PER CML DI CURB & GUTTER Z r , PER CIVIL DWGS. 0 p SIDEWALK PER CIVIL DWGS LLI a Q SANITARY SEWER PER CIVIL DWGS Q \ `� LOT 18 , \ RIGHT OF WAY, TYR p r , \ 0 ��M� 1-12 ED OF AOR `` .` I-„ ' z /r _ Z � - FFF FkF O O U O LOT 19 TRE WMA 6.02 zA%..` \ \ \ .. o_ a J S ` � N W Z 2GP WM-2 2 � � W U O SHB 1• 0.21 ` \ \ 1 . 3 Z \\ H IF J zY - _ W H M d Q ` _ W O p • — __ O — — — _ Fkk w Z <D LIMIT OF > O Z Z O QW LOT 20 �'� SIGHT DISTANCE LINE, TYR Z a m� LOT 60 z w =� U W W TT > O 1 DIA 7 GPM BE WALL D FENCE 1 d U 0.21 1, HB RIGHT OF WAY, TYP. P NSF ACT 28688 SEP W M-3 8 Q_ OF P1111 S.p AND FEN S TYP.ALLS TRE 1• 6.02 Q [L 7DI-2 3 GPM / Q - 6.02 RE 4GP WM-0 2 c Approved 1„ SHB 1- 0.21 Q L Electronically — AsaTIFF — Aft " 6j5 O n Myl E do not e3 t ' ' `WQp QO Exist — _ � � LOT 61 Lu - - - _ (n NOTES: 1 01 — n 296 O OVERHEAD SYSTEMS ARE DESIGNED $O THAT HEADS ARE 24' FROM - — ya, .. = HARDSCAPE \ REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, X NOTES, DETAILS CALCULATIONS AND RUNTIMES Z BARN a - Q REFER TO SHEETS IS-1 THROUGH ISS FOR IRRIGATION SPECIFICATIONS. Oq .0 LOT 62 �' �' LOT 59 Q W O a c } o' m' zo ao 60 ao p \ O / O z IN p w r 0 N z KEY MAP 1- W a ao Q a ^ I-15 Z w X16 Of a � > o I-14 Z Z 3 O N Oo� HN ED J In 0 Q Z w U O U a w I-10 1-09 w3 w -04 1-05 I-06 Z o p - 1-07 I-0 z a o CSA 126 LANDSCAPE & IRRIGATIONIlk - - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� 11/14/2017 _ 0 z o D /�,F ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' /� DATE - mi w o // �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 9 , -1 , - I.E. No. 1P.P. No. SHEET NO. N > o Z // l�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s vnuuaPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-11 d v w w DIAL � ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 N _ p N BEFORE „ OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N U > U YOU DIG You DIG 619-294-8484 0 &""°' Me"'/'°/m" �n FAX 619-574-0626 SPRNG MOUNTAIN ROAD, STOCKYARD ROAD AND SPRING STREET o z O NpriwlelmdeapearchRecl egnngtheseplmsisreekonsibleforassuring 's,, 9/28/17 IRRIGATION PLAN 120E 70 SHT n U TOLL FREE I-800-227-2600 the ocamcymdausptabilityol tthhe desgn heron. ln eemla(disaepmsies ox. LANDSCAPE e d 0 AOR SERVICE BY arisngaNemunlyapproM mdumgca helnn,Iheprieutelminapeathited BARE BY DATE APPA. DATE tf OF CALill ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d Q [L UNDERGAOUN SERVICE ALERT shop be reepmsNe fa detaminng m mcepIc olutim and reusing the plans for TEN9BS COUNTY CERT LA0 . 3781 , EXP 11 2017 DATE: H: V' RB HOME coasuL, INC. FILE LA0. 963- 1 1 — o ro4b the cmnl . ENCHEER a a a a a o - MAT SHEET I-13 - z � I � - i � c 25 GP VM-18 6 I •/ � LOT 80 18 GP VM-17 8 I I l L4 Z r a SHE 0. I L O p fN to N Z POTABLE WATER UNE PER CIVIL DWGS I � ' I ' I w R Q 9 GPM/VM 1X �' r Q TRE 1. .02 ' VM- Z FIR HYDRANT PER CIVIL DWGS 21 15 6 GP �j w Q 11 GPN VM-5 1 3/\ S ED HB 1.5. 0.44 I I 112 N SHB 0.21 80 Z I 9 GP VM-14 1 , Z z Z 7GP VM-6 8 I 0.21 I O O TRE 1• 6.02 I j ' K Do .30 !n I r N en a I I j m O Z w � I LOT 24 0 2GP VM-12 8 CL I TRE 6.02 1 I a t Z I j I sr O I 23 GP VM-11 3 _ \ w w ' i I . 0 VC LOT 79 SHE 1.5.. 0.30 Z - I 1 2 p� _ Of m Qa O, I i i '/': 2. WR CIVIL �' i I •I o O p Iw 3: I i I I aro• wZ z LL , i I j SIDEWALK PER CIVIL DWGS O, I C II Y >O 00 Z O' RIGHT OF WAY, TYP. ~' I I cr y O a HI I _2 I I I' O I j Q I I it� o w JI I 1 60 I' �I h;� , �I; - T - I� O d Of U 20 GP VM-0O 2 Q_ I O SHE 1 021 ' \ \ \ �• L Approved VJ 8GP VMA 2 Electronically \ SHB 1 02, 11/4_ . As a TIFF I - LOT 78 \'\ \ i Mylars do not Exist ; I \ ., \ NOTES: OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM 26'-0" SEE WALL AND FENCE HARDSCAPE ' I PLANS FOR TRACT 29598 FOR PILASTERS WALLS ' v4• \ pI �> \ \ REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, AND FENCES TYP. \ \ NOTES DETAILS, CALCULATIONS AND RUNTIMES ' i y°• r< \ \\ \\ I REFER TO SHEETS 18-1 THROUGH IS-5 FOR IRRIGATION SPECIFICATIONS O SEE WALL AND FENCE ` \, PLANS FOR TRACT 29598 M FOR PILASTERS WALLS ' SANITARY SEWER PER CIVIL DWGS V - 3 0' 10' 20' 40' 60' 80' > W AND FENCES TYR STORM DRAIN PER CML DWGS 1 I \ z o LOT 84 - LOT 77 O ' 6GP VM-B 1 \ I SHB 1. 0.21 \ Z n 2GP VM-7 8 I C Z TRE 6.D2 � ^ KEY MAP 1- v a ■ I - - I . i . D \� . I-77 a 11 Q Q SIGHT DISTANCE LINE, TTP. — — . — — — Le•. I I \ - 6 _ —I — . � r , 11_1 5 W Vl� \'� . — . — — ° Imo . — . — . — — — - / 1-14 . Q � r o -- -- -- w O - F F m J '� CES ER STREET 5 p a00 z " a MATCHLINE K: SEE SHEET I-10 - a w 1-10 1-09 w3 w -04 1-05 I-06 1 z U p - I-07 I-0 z a o CSA 126 '1' : LANDSCAPE & IRRIGATION - - = moa �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 11/14/20p _ c� z o D /�,F II ..y� L��'I O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o m �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o z Il�S11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enuuAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH 1-12 d U w w DIAL � ENCROACHMENT PERMIT AND/ORA ,�" o %. Y� 462STEVENS BES AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w two WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 BEFORE ., OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N > v ro0 DO You DIG s�mm.. 619-294-8484 0 &""°' °° �n FAX 619-574-0626 SPPoNG MGl1MA1N ROAD, STOCKYARD ROAD AND SPRING SIREEf o z O IDe priwlelmdscnpe archAecl si9qring these plmsisr onsibk for assuring 's,, 9/28/17 �' IRRIGATION PLAN 130E 70 SHT n U TOLL FREE I-800-227-2600 theomacyoodausptobilityol Nedesgn heron. In Neemlafdissrepmoes LANDSCAPE c D_ < A PUBLIC SERVICE BY orisngaNe uunlyapprod ordurngcanstruclnn,lheprotelanduapeorrhiled MARE BY DATE M".. DALE tf OF CAEIFOQ ARCHITECTS SCALE: FOR: W.O. COUNTY d 4 (L UNOEAGAOUND SERVICE ALERT shall be respmsNelardetemlinngm occWlahle solution and reusing the plans for ITN9R5 COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB HOME COASTAL, INC. FILE LA0. 963-YY — o rodb the count . MATCHLINE M: SEE SHEET 1-14 > o _ _ - LOT 97 z a LIMIT OF r — _ — — _ _ —r — v° — S WATER LINE SHB Z PER CIVIL DWG _ N_ Z zirr 1 GP SHB sH6 o U 0 E 6.02 Z ; 1 1290 LLD � KIN� EAM DR VE sGa IV :2 0.44 z Z `� (L I STORM DRAIN PER CIVIL DWGS ZO V O _ POTABLE WATER LINE PER CIVIL DWG& N U W Q w N I SANITARY SEWER PER CIVIL DWGS. o LOT 96 Cc OI I �� Q Z 10 GPM/VM 1 / FIRE HYDRANT PER CIVIL DWGS. 31 I , p = SHB 0.21 U O GPM/VM-1\ 7 % 1� I I ww TRE ,,, 6.02 , OI 1 �I , O 4GP VM-4 8 J Q EC BGP VM-2 1 TRE ,, 6.02 , BE WALL AND FENCE ~I i n ^ I Q 8 FOR TRACT 29598 , +I H CD w CL SHB i J. FO PILASTERS. WALLS 1 I /4° �I O p AN FENCES, TYR I I w o z LOT 56 LOT 57 r� 1 ; Z �I 0 Z �O w N d SEE WALL AND FENCE S Q " PLANS FOR TRACT 2959844L I 1 O [] N FOR PILASTERS WALLS , Z w w AND FENCE& TYP. I > U 5GP VM-21 1 / Q O ~ �, ;l ;l 1 80 ,..� SHB ,. 0.21OIL Of C) Q < I LOT 83 ; 1 21 Approved CURB & GUTTER S , 5' 0.30 ' Electronically / / PER CIVIL DWGS, / I As a TIFF � SIDEWALK PER CIVIL DWGS 14 P VM-19 3 ' I M tars do not / HB ,. o.ao , I i NOTES: Y RIGHT OF WAV, TTP. / Exist OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM 1290 Q I HARDSCAPE REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, 'C MO , p P sip NOTES DETAILS CALCULATIONS AND RUNTIMES 1280 , `QLL , C �! REFER TO SHEETS IS-1 THROUGH IS-5 FOR IRRIGATION SPECIFICATIONS i ZLOT 82 0 Y 0' 10' 20' 40' 60' BO' i = rn o i z Iri C2 o LOT 26 1i KEY MAP 1- Fn Q z LOT 25 LLD r N i i A; ou i i X16 1-15 z i w < LOT 81 I i ; . / " , I-14 - > o I ; / O - Z 3 SIGHT DISTANCE LINE, TYP. / / \ &4' O N 00 ^ / O w Co w U J Ln in z w Air 12 0 i I-10 IRO RAIL DRI r 3 w i I-04 1-05 1-06 I-09 Z z z MATCHLINE L: SEE SHEET 1-12 - 1-07 1-0 z a o CSA 126 "" '1' :2 F LANDSCAPE & IRRIGATION - - = p a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /� _ 11/14/2017 c� z o D /�,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o m �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.P. No. 1P.P. No. SHEET NO. N > o Z Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o < SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH 1-13 a v \` w w DIAL G ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462ANA BES AVENUE, STE, 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w two woARlxc GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 _ N BEFORE „ DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N O > O YOU DIG YOU DID s�q,m,re 619-294-8484 0 &""°' °°""'/'am" �n FAX 619-574-0626 SPRING MGl1MA1N RCWD, STOCKYARD ROAD AND SPRING STREET o z O IDe pnwlelmdmnpe archAecl signng these plmsisre�onsibleforassunng 's,, 9/28/17 �' IRRIGATION PLAN 14 OF 70 SHT n Q [C U TOLL FREE I-600-227-2600 the ocamcymdausptabilityol tthhe desgn hereon. ln a eml of disaepmdes Dote LANDSCAPE c Q_ < A PUBLIC SERVICE BY onsngaNawntyapprod mdumgcanhcwn,Ihepnwtelmdmapemrhited MARK BY DATE OR. DATE tf OF CAL ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d Q d UNOEAGAOUND SERVICE ALERT shall be respmsNe tar detemiinngm accWlaxe solulim and reusing the plans for TEN9B6 COUNTY CERT LA0 . 3781 , EXP 11 2017 DATE: H: V KB NOME CDASTAL, INC. FILE LA0. 963- 1 1 — o rodb the cmnl . i is pep Will i _vm RN III , OAF ■ WTI i��. • " � � a � ROM 'ri ra w W4 ME . . ;. � �� . ► i� .mss ,, • . ,- ��1;�� • Go � �1t7� p WA RIO mill . • ��` . ® � . . ' 111 � ;:�1�1� 11 '' ., s Nmoa��_aeesax{'�: _ Xmlmlmm \\ I i A CSA 126 LANDSCAPE & IRRIGATION 11/14/2017 DATE WORK CONTAINED WITHIN THESE PLANS CIVIL IP# 050171 , 050172, 05017 L SHALL NOT COMMENCE UNTIL AN COUNTY OF HIVERSIDE - SPHING MOUNTAII iRANCH ENCROACHMENT PERMIT AND�IOR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN I SUED. ux re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 1 619-294-8484 SPRING MOLINTAN ROAD, STOCKYARD ROAD AND SPRING SFREET / v , D SERVICE Al ERT m0� � AKHITECTS � , I FA X170 WTI am dill I pal Ni RA IN M A / IN 5i WIWI pkv In ppEd IWA . • � a� {? smell �{� �oomoor IF Owl �= 1 1 � 1 1 • 1 • seCSA 1 • DIIG � E ; - - - - _ _ 050171 , 050172, 05017 SHALL NOT COMMENCE UNTIL AN MIIIIIIIIIIIIIM COUNTY OF HIVERSIDE - SPHING MOUNT&i IRAN7 ENCROACHMENT PERMIT ANO�DR A MIIIIIIIIIIIII= 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE S MIIIIIIIIIIIII= r LANDSCAPE IMPROVEMENT PLANS - PHASE 2 GRADING PERMIT HAS BEEN I SUED. u I SOLANA BEACH, CA 92075-2042 MIIIIIIIIIIIII= 619-294-8484 SPRING MOMAN ROAD, STOCKYARD ROAD AND SPRING STREET FAX 619-574-0626 IRFJGATION PLAN A PUBLIC SERVICE BY , DATE: — fill i, �. ��/ _Rl sloop lR gg IN rXiIx INS BEEN VA — iW / `1 ♦�__ Sri • 1�� %/�� `i�`�� 7►� use�C < nom. 00 - WIN -'�i _mm_ r S rA _.I��!!IlIF.. :': �I®®� .'.:•.:.:. Mimi illillilillllllllllll111111 , .� J�III►�®I� '�l®®��® x.11\ • , �� TOM AN Pill MIMI O Alip� good �4 a 4�2, . • a vim. � ��_aeesax{�► if . � Now �. • • • OiYYYfI ` �I l 1 11 1 1 . Ell1I.m . CSA 126 ra ilk DIIG � E ; TRACT - - CIVIL IP# 050171 , 050172, 05017 SHALL NOT COMMENCE UNTIL AN COUNTY OF HIVERSIDE - SPHING MOUNT& RAN7 ENCROACHMENT PERMIT AND�DR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN I SUED. re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 619-294-8484 SPRING MOMAN ROAD, STOCKYARD ROAD AND SPRING SFREEI FAX 619-574-0626 WMATION PLAN A PUBLIC SERVICE BY ARCHITECTSUNDERGROUND SERVICE kERTCERT NO . 3781 , EXP 11/2017 DATE: isimminimin , I OFFS swims 0 MOIRE"M 00 Rill vow mis !rte<_�- FEW ::.�� • BMW 1Meg 1 . �. M MIN NOW AW a My 'r AMI e, . • " '�' ra ilk �° , L IF _ OF, IM lig ISM - -- mmmmg'� 11 I mi MR • _ - - - - - �� A ^ �� ✓�;:, �. � � �- � ice_ _ ^ �r�•. !� I � ^ Ai MARE- sm OEM saw oil ' 1 � ��i�� ® �•� i� ..� � Ips. 11r � a�,' , _®�-' .-/- ��'I �� 111 ��• • �, ��, . � ��rp�1•� 11®®lam, ® fa��,►. — c -• � 1�"oiiYq� , � �� OiYYYfI -'� ,•, � 1 • a� { , 1 11 1 1 • 1 �� . CSA 126 ON ! • DIG � E ; • I \ TRACT _ • •• • • ii 050171 , . . 050173_ COUNTY millillillilliM 'moSHALLCOMMENCE _ ENCROACHMENT • • - A ii • O. SPACE, BASIN, . DANDSLOPE _ GRADING PERMIT HAS BEEN I SUED. imillillillilli= re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS ii . •►•• STOCKYARD ••. AND SPRING STRE�J i � ' IQLL MILmffiffiwl'm'� C)S7FE �� IRPJGATION PI A PUBLIC SEVICE BY 1111 �1� CERT NO . 3781 , EXP , • . � � r _ NS � M M M .M= .= mm mm R� an mm I� �1A 100 - - - - - - - — I- — — _ - - - - - - - " - - - _ _ _ - - _ � ► ��IA41TOF D_ WO pF wo 4ft 00 CC) 25 GP UM4 5 [] SHB 1.5" 0.44 — — — Z L - W U p 6G UM-3 8 W to N Z TRE 1• 6.02 w V Q u) Q U p 21 GP UM-2 5 S LOT 683 - OPENSP CE ' Lu Q _ _ _ _ _ _ _ _ _ - SHB 1.5" 0.44 OCKARD ROAD NDSOAPE AND w Z C - - - - - � IGATION IMPROVEME ''/^� w Q ` ` L T ` ` 12 GP UM-1 1 P NS FOR THIS AREA vJ ED N ` � ' � �. \ SHB 1. 0.21 Z Z ` \ \ Z Z ` w 1-13 Z F p m U0 (n . N 1Q Uo V EE 0 U Elf KZ > O Z O U Z / Z y O Q w on U p Q > Approved j / / / , O� Electronically As a TIFF / Mylars do not Exist SEE WALL AND FENCE PLANS FOR TRACT 28588 FOR PILASTERS, WALLS AND FENCES TYR LOT 102 Z F IS % > 0' 10' 20' 40' 60' 80' 0 ShF� � o o KEY MAP 1- 1-18 ' w n s w a a NOTES: 1-17 Q r O OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM I-Z0" I-15 Z w REFER TO SHEETS IDA THROUGH ID-14 FOR IRRIGATION LEGEND, V 1-14 1 Of � � NOTES, DETAILS, CALCULATIONS AND RUNTIMES. � � m > LL � } O REFER TO SHEETS I8-1 THROUGH ISS FOR IRRIGATION SPECIFICATIONS. -- -- -- z \ Z Z 3 _o o _ ~ N __ O� 1 t- - w ED 1-09 w 3 CL 1-04 1-05 I-06 Z o o - I-07 1-0 z a o CSA 126 : LANDSCAPE & IRRIGATION - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� 11/14/20p _ 7) Z o D /�,F II .. II L��IvL��III'''III O T WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17F— / ' /� DATE w o �� NOTE: SEAL-LANDSCAPE AeCHITECT PREPARED BY: BENCHMARK: A 9 —1 . — I. No. 1 No. SHEET NO. N> o Z WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o X ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enuuAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-19 d v w w DIAL TWO ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462ANA BES AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J 1w0 WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 _ N BEFORE ., OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 U > v rou DIG You DIG 619-294-8484 0 &""°' °°""'/'am" �n FAX 619-574-0626 SPRING K40 MAIN ROAD, STOCKYARD ROAD AND SPRING STREET o z O i= IDe priwlelmdscnpe archAecl si9ring these plmsisr onsibk for assuring s,, 9/28/17 IFMATION PLAN 20OF70 SHT n ¢ 0_ U TOLL FREE I-600-227-2600 the ocmmcymdaueptobilityol Neddgnhemnln Neemlafdissrepmoes LANDSCAPE e d A PUBLIC SERVICE BY arisngaNsuantyapprord mdurngcansheNI the pnote lmduape mrhited NARK BY DATE IPPR. DATE tf OF CAIAFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d Q d UNDERGROUND SERVICE ALERT shall be respmsNe tar determinngm occWlahle solution and reusing the plans for RNBLINS COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963-YY — o rodb the cant . ENCINEER a a a a Q > N O n 1> z a p w RIG WAV, TVP. Z n O p N Z SEE WALL AND FE w Q `— FOR TRACT 29598 Q FOR PI WALLS AND FENCEa TTP. DO DO 0 0� z Z H Q O � o n m O 00 T I is y " a > LOT 106 r_ 0LOT 104 LOT 103 m 3 Z LOT 105 Q SIGHT DISTANCE LINE, TYR. 4 GP OM-47 7 J Z \ TRE 1• 6.0 RIGHT OF WAY, TYP. mOf d SANITARY SEWER PER CIVIL DWGS ,V = 0_ w 11 GP QM46 1 POTABLE WATER LINE PER CIVIL DWGS O V5 11GP QM46 2 SHB 1• 0.21 , > O Z \ SHE 1„ D.21 l^ O U Z LL�T RECVC E U ATER LINE VT' 6 GP OM44 7 PER CIV[ w N d O TRE 1„ 6.0 �1 Z j U tt� i D O DRA LD d 0 U i o Q j a m o (4 a a Approved ® �!• nNi- Electronically a• N - b As a TIFF I-16 Mylars do not 3'e• -10 — I-1 OD Exist ~ ^ A 67 • ar — . - 70 \ � 31,• � LIMIT OF - ZO _ _ — _ SEE WALL AND FENCE WORK M LOT 111 PLANS FOR TRACT LLS > N FOR FENCES, T WALLS > an LIMIT O WORK AND FENCES TVP. LOT 77 v 0 PER CIVIL DWGS O v w O FIRE HYDRANT PER CML DWG S SIDEWALK PER CIVIL DWGSIf !� O 8 LOT 4.35 - - - - - � � � � o N KEY MAPFn 1- a o � � � � � �� : SEE SHEETI-21 L I-15 p w L�7T 110 -16 w 1-14 Q 0' 10' 20' 40' 60' 80' } O Z ~ Z 3 N o NOTES: r w m OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM c U O HARDSCAPIE O d Z REFER TO SHEETS ID-1 THROUGH 10-14 FOR IRRIGATION LEGEND, I 1-10 G NOTES, DETAILS CALCULATIONS AND RUNTIMES. _ 4 REFER TO SHEETS I8-1 THROUGH ISS FOR IRRIGATION SPECIFICATIONS. I-09 a 1-04 1-05 I-06 Z o o - 1-07 I-0 z a o CSA 126 LANDSCAPE & IRRIGATION - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /� 11/14/2017 _ c� z mo D /�,F II .. O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o m // �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > O Z Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O < SHALL NOT COMMENCE UNTIL AN ;o s enu uaPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH I-20 d v \` w w DIAL G ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462ANA BESTEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w TAO wEFORE GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 �Q _ p N BEFORE „ OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 u > v rou DIc YOU DIG s�mm,.. 619-294-8484 0 &""°' °°e Tam" �n FAX 619-574-0626 SPRING MGl1MA1N ROAD, STOCKYARD ROOD AND SPRING STREET o z O IDe priwlelmdscnpe archAecl sgnkg these plmsis re�onsibk for assuring 's,, 9/28/17 IRRIGATION PLAN 210E 70 SHT n Q 0_ U TOLL FREE I-800-227-2600 the ocamcymdaueptaNityol tMedesgn hmmn. ln eemta(Eisaepmoes Y Dote LANDSCAPE e d AOR SERVICE BY arisngaNs mntyapprod mdurngca hctkn,thepnotelmduapemrhited SAFE BY DATE W .. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d Q d UNDEAOAOUND SERVICE AIERf shall be respmsNe tar detemlinkgm occWlahle solution and reusing the plans for RN9D6 COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB HOME COASTAL, INC. FILE NO. 963- 1 1 — o rodb the cant . ENCKHR a a w N > N H< O , � z a z , w n z N w a a ¢ p p � ¢ p z ED N SANITARY SEWER PER CML DWGS lee RECYCLED (WELL) WATER UNE z z PER CIVIL DI p V O , POTABLE WATER LINE PER CIVIL DWGS. b mN 0 a , LOT 76 �c,9 LOT 73 13 aZ N O EE Or , \ w w SIGHT DISTANCE UNE, TYP. n / _ m QD o o z / w o ' , , O z 4c/ O Z Y0 a LOT 75 CURB 6 GUTTER U p w v PER CIVIL DWGS Z \� O [/ SIDEWALK PER CMA L WALL ND FE14CE d EC U v, RIGHT OF WAV, TYR ,Q d PECANS FOR TRACT 29598 FOR PILASTERS WALLS ApprovedLV , `b ` �Q III ( /, JJ - /./ /. / ,- ;OQ.`C AND FENCES TYP. Electronically ^ I �I Asa TIFF \ / / / / �l , °I / 6 /. '�° ./ o� LOT 43 Mylars do not Exist LOT 74 / G 2GP BI-1 7 3 GP 1 1. �(1 SHB 1, 0.21 / O LOT 2 in > NCO 6 O o N z �x�� '� KEY MAP I- wa ¢ LOT 3 Z �o LOT 42 -16 I-15 ¢ ^ ¢ - \ 1-14 w 7 BI-0 6 GPM Z H O 6.02 1„ RE Z Z \ 3 FIRE HYDRANT PER CML DINGS. FN OU Uf NOTES: ' 0.21 BI-3 iHB PM -_ ¢ O w ' - 0 m OVERHEAD SYSTEMS ARE DESIGNED SO THAT HEADS ARE 24' FROM In p ¢ Z HARDSCAPE O d O REFER TO SHEETS ID-1 THROUGH ID-14 FOR IRRIGATION LEGEND, d w NOTES, DETAILS CALCULATIONS AND RUNTIMES. s REFER TO SHEETS I8-1 THROUGH I8-5 FOR IRRIGATION SPECIFICATIONS 0' 10' 20' 40' 60' SO' I-O9 3 p 1-05 1-06 Uw Z I -07 z ao I-0 CSA 126 '1' : LANDSCAPE & IRRIGATION - - = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK .{�/� 11/14/20p _ c� z o D /�,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - w o // mo FOR NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o z l�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH I�21 d v w w DIAL � ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462STEVENS BES AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 N _ p N BEFORE ., OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N U > U YOU DIG YOU DIG rq,e 11; 619-294-8484 0 &""°' n°""'/'am" mn FAX 619-574-0626 SPRING MGl1MA1N RCWD, STOCKYARD ROAD AND SPRING STREET o z O u IDe pnwlelmdsaapeptoblRclsignng these plmsis re�onsibkfor assupoo 's,, 9/28/17 IRRIGATION PLAN 220F70 SHT n ¢ U TOLL FREE I-600-227-2600 the ocamcymdausptabilityol tthhe desgn heron. ln eemla(disaepmsies Dote LANDSCAPE c d A PUBLIC SERVICE BY orisngaNeuunlyapprod ordurngunstruclnn,lhepnwtelmduapertrhiled NARK BY DATE A".. DATE tf OF CA XI ARCHITECTS SCALE: FOR: W.O. COUNTY ll ¢ (L UNDERGROUND SERVICE ALERT shollbe rby the eladetemlinngm accWlohle solution and reusing the plans for ENG ITN98S COUNTY CERT NO . 3781 , EXP 11/2017 DATE: H: V' KB HOME COASTAL, INC. FILE NO. 963-YY — o radb the aunt . d d w IRRIGATION LEGEND. FOR FOR RECYCLED IRRIGATION LEGEND. FOR POTABLE WATER METER SERVICED AREAS d (WELL)WATER METER SERVICED AREAS Q > N HYDROZONE CHART. SYMBOL: MANUFACTURER: MODEL NUMBER: DESCRIPTION: RAD.: P.S.I.: G.P.M.: DETAIL: SYMBOL: MANUFACTURER: MODEL NUMBER: DESCRIPTION: RAD.: P.S.I.: G.P.M.: DETAIL: N Q C • RAINBIRD 1402 TREE WELL BUBBLER 2' 30 .50 R-050 • RAINBIRD 1402 TREE WELL BUBBLER 2' 30 .50 R-050 } A (2 PER TREE) (2 PER TREE) W 4 HYDROZONE WATER IRRIGATION PRECIP. HUNTER I-201 POP-UP ROTOR 2550' 35 1.7 R-071 HUNTER 1-20-12-R-2.0 POP-UP ROTOR 2550' 35 1.7 11-011 NUMBER REQUIREMENT METHOD PLANT MATERIAL INDICATOR RATEIN/HR ( ) c�� HUNTER I-201 POP-UP ROTOR 30-38' 35 3.5 R-071 c�� HUNTER I-20-12-R4.0 POP-UP ROTOR 3038' 35 3.5 RA]i 1 LOW POINT-TO POINT DRIP SHRUB SHB 0.21 8 HUNTER 1-20-00-R-2.0 ROTOR ON RISER 25-30' 35 1.7 R-074& R-075 8 HUNTER 1-20-00-R-2.0 ROTOR ON RISER 2550' 35 1.7 R-074 8 R-075 r O HUNTER 1-20-00-R-2.0 ROTOR ON RISER 25-30' 35 1.7 R-074& R-075 O HUNTER 1-20-00-R-2.0 ROTOR ON RISER 26-30' 35 1.7 R-074 8 R-075 z N Q 2 MEDIUM POINT-TO POINT DRIP SHRUB SHB 0.21 g HUNTER 1-20-00-R-0.0 ROTOR ON RISER 3056' 35 3.5 R-074& R-075 g HUNTER 1-20-00-R4.0 ROTOR ON RISER 3056' 35 3.5 R-074 & R-075 N v a 3 LOW ROTOR 1 (2.0) SHRUB SHB 0.30 a HUNTER 1.20-001 ROTOR ON RISER 3056' 35 3.5 R-074& 11-075 a HUNTER 1.20-00-R4.0 ROTOR ON RISER 3056' 35 3.5 11-014 & R-075 w � Q p 4 MEDIUM ROTOR 1 (2.0) SHRUB SHB 0.30 HUNTER ICV-xxi G-FS-R-AS-ADJ ELECTRIC CONTROL VALVE R-041 & R- 15 HUNTER ICV-xxi G-FS-AS-ADJ ELECTRIC CONTROL VALVE R- 11 & R-045 0 ® HUNTER ICV-mlG.FS-R-AS-ADJ DRIP VALVE ASSEMBLY W/ACCU-SYNC R-042& R-IM5 ® HUNTER ICV-xx1G-FS-AS-ADJ DRIP VALVE ASSEMBLY W/ACCUSYNC R-042 & R-045 5 LOW ROTOR SHRUB SHB 0.44 AMIAD 1.1201 1" WYE STRAINER NIAD 1-1201 1"WYE STRAINER w H 6 MEDIUM ROTOR A.0) SHRUB SHB 0.44 Q HUNTER HQ44LRC-AW.R QUICK COUPLING VALVE WITH ACME THREADS R-044& R-045 Q HUNTER HQ44LRC-AW QUICK COUPLING VALVE WITH ACME THREADS R-044 & R-045 m } 7 LOW BUBBLER TREE TRE 6.02 A APPROVED PVC SCH 40 FLUSH VALVE ASSEMBLY/ PVC SCH. 40 BALL VALVE R-092 A APPROVED PVC SCH 40 FLUSH VALVE ASSEMBLY/PVC SCH.40 BALL VALVE R-092 Z Z 8 MEDIUM BUBBLER TREE TRE 6.02 N SPEARS 2122 ISOLATION BALL VALVE- MANIFOLD/QUICK COUPLER R-040& R-045 N SPEARS 2122 ISOLATION BALL VALVE - MANIFOLD/QUICK COUPLER R-040 & R-045 O O DO NIBCO T113-K ISOLATION GATE VALVE WITH CROSS HANDLE- LINE SIZE R-030 DO NIBCO TI 13-K ISOLATION GATE VALVE WITH CROSS HANDLE - LINE SIZE R-D30 < U w Q m � HYDROZONE DESIGNATION NUMBER O HUNTER IBV-xxi G-FS-R-AS-ADJ NORMALLY CLOSED MASTER VALVE R-020 O HUNTER IBV-xxi G-FS-AS-ADJ NORMALLY CLOSED MASTER VALVE -SIZE PER PLAN R-D20 WO J ZO STATION NUMBER 0 NETAFIM - 'M' WATER METER (PROVIDED WITH ECO-FERT EFSSCS-2) R-022 OF CALSENSE FMI BRASS FLOW SENSOR-SIZE PER PLN R-022 WV D_ } GALLONS PER MINUTE O EXISTING WATER METER R-001 OM EXISTING WATER METER R-001 ot: 0 Q Z PLANT MATERIALS INDICATOR EC ECO-FERT EFSSCS-2 FERTILIZER INJECTOR PER MANUFACTURER EZ EZ-FLO CBV-sh FX MAIN LINE FERTILIZER INJECTOR R-005 CBV-xxx = O EZ-FLO BALL VALVE COUPLING CONNECTOR-SIZE PER PLAN 11-005 U ~ H CONTROL VALVE SIZE ® CRISPIN AL-10 MAIN LINE AIR RELIEF VALVE R-032 3 Z ® CRISPIN AL-10 MAIN LINE AIR RELIEF VALVE R-032 QW � PRECIPITATION RATE (INCHES/HOUR) ® YARDNEY MCS-2-TRCO MAXI GLEN BASKET SRAINER(PURPLE) R-003 U MAX OPERATING PREASURE TO BE 140PSI w Z VIT PRODUCTS SBBCSOSS LOCKING ENCLOSURE POWDER OAT PURPLE ® FEBCO SBBC- BACKFLOW CLOSUPREVEE (POWDERION DEVICE COAT(GREEN) R-002 Q Q LEFT HAND CALLQUT ( ) VIT PRODUCTS SP-30BF 5 QUICK ADENCLOSURE FOR SURENG ENCLOSURE GREEN) VIT PRODUCTS QPSOBF QUICK PAD FOR LOCKING ENCLOSURE VIT PRODUCTS QP-30BF QUICK PAD FOR LOCKING ENCLOSURE U O HYDROZONE DESIGNATION NUMBER ® FEBO 825YA BACKFLOW PREVENTION DEVICE (PAINT PURPLE) R-002 of Z O VIT PRODUCTS SBBCSOSS LOCKING ENCLOSURE (POWDER OAT PURPLE) CI CALSENSE CS3551/CS3{RILRSTUBBV 85TATION CONTROLLER G-0028G-005 > O Z STATION NUMBER VIT PRODUCTS QPSOBF QUICK PAD FOR LOCKING ENCLOSURE SINGLE CONTROLLER ASSEMBLY W/TOP OPENING O U Z STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) y 0 Z GALLONS PER MINUTE PUM PUMP SEE PUMP SPECS FOR PUMP MODEL PER POC. NUMBER-SHEET ID-5 N/A VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER U A PLANT MATERIALS INDICATOR Q ® CALSENSE EXISTING IRRIGATION CONTROLLER DI CALSENSE CS3$S1/CS3{R/LRSTUBBV 8 STATION CONTROLLER G-0028 G-005 = 1` M SINGLE CONTROLLER ASSEMBLY W/TOP OPENING Z W CONTROL VALVE SIZE XM CALSENSE CS3L0Sl/CS3-40 -STUBBY 40 STATION CONTROLLER G-0028 G-005 STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) Q > U SINGLE CONTROLLER ASSEMBLY W/TOP OPENING VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER J \ O PRECIPITATION RATE (INCHES/HOUR) STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) W 0- Q VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER VM CALSENSE CS3-00,S1/CS3-1-RILR-STUBBY 40 STATION CONTROLLER G-002 & G-005 Q_ D_ RIGHT HAND CALLQUT SINGLE STAINLESS STEELLER ASSEMBLY WITOP OPENING ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) Q d WM CALSENSE SINGLE CONTROLLERA S 32STATIONCONTROLLER G-0028 G-005 VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER SINGLE CONTROLLER ASSEMBLY WITOP OPENING Approved IRRIGATION CONSTRUCTION NOTE STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) ElectronicallyI SEE SHEETS ID-2 AND ID-3 VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER TB CALSENSE SINGLE CONTROLLER Ori STATION CONTROLLER G-0028G-005 SINGLE CONTROLLER ASSEMBLY W/TOP OPENING AS TIFF BI CALSENSE CS3-B-S1/CS3-LRILRSTUBBY 8 STATION CONTROLLER G-002&G-005 STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) Mylars d0 not CONSTRUCTION NOTE SINGLE CONTROLLER ASSEMBLY WITOP OPENING VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER Exist STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) HUB CALSENSE CS3-HUB-SlICS3GR/GRSTUBBY/CS3-LRICS3-W-KIT/ETGIETGE/RB-VLRSTICKIANT-PROT/LRFILTEWLMR40ODB40'ICOMM6VRWICS3-RR VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER HUB-SINGLE CONTROLLER ASSEMBLY W/TOP OPENING G-002, G-005, G-011 & G-012 ® RAIN BIRD VB SERIES SPARE WIRE BOX R-046 STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) RECYCLED WATER SEPARATION NOTE: KBI KSC SERIES PVC SCH 40 SOCKET SWING CHECK VALVE VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER o IM CALSENSE CS352-S1/CS3-UVR-STUBBY 32 STATION CONTROLLER G-002 & G-005 RECYCLED MAINLINE (CONSTANT PRESSURE) SHOWN DIGRAMMATICALLV FOR CLARITY ONLY. ACTUAL LOCATION - ' - - - APPROVED UVR PVC SCH40 ON-GRADE NON-PRESSURE DRIP LATERAL LINE (MIN. 3/4') R-094& R-095 SINGLE CONTROLLER ASSEMBLY W?OP OPENING MUST PROVIDE A MINIMUM FOUR (4) FEET HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND CONSTANT NOTE: BURY ALL NON-PRESSURE DRIP LATERAL LINE STAINLESS STEEL ENCLOSURE (CONTRACTOR SHALL PROVIDE CALSENSE CERTIFICATION) PRESSURE RECYCLED WATERLINES RECYCLED WATER MAINLINE SHOULD BE INSTALLED UNDER POTABLE A MINIMUM OF 4' WITHIN WOR LESS OF VIT PRODUCTS QP-CAL QUICK PAD FOR CALSENSE CONTROLLER WATERUNES AND MAINTAIN ONE (1) FOOT VERTICAL CLEARANCE WHERE THE RECYCLED WATER CONSTANT HARDSCAPE. ® APPROVED APPROVED SPARE WIRE BOX 8-046 PRESSURE LINE MUST BE INSTALLED ABOVE THE POTABLE WATERUNE, A FOUR (4) INCH MINIMUM VERTICAL NOT SHOWN SALCO (PURPLE) SLV-PVC -ACL12 12' FLEXIBLE RISER R-094 & R-095 p CLEARANCE MUST BE MAINTAINED AND THE RECYCLED WATER PRESSURE LINE MUST BE INSTALLED IN A NOT SHOWN SACCO (PURPLE) SLV-PSTR-CV-0 4 GPH DRIP EMITTER WITH CHECK VALVE-20 PSI R-0948 R-D95 o KBI KSC SERIES PVC SCH 40 SOCKET SWING CHECK VALVE in CONTINUOUS PVC CLASS 200 PIPE SLEEVE WHICH EXTENDS A MINIMUM OF TEN (10) FEET EITHER SIDE OF THE - APPROVED PVC SCH.40 IRRIGATION CONDUIT G-040 8 G POTABLE WATERLINE ---- -041 - - - - APPROVED UVR PVC SCH40 ON-GRADE NON-PRESSURE DRIP LATERAL LINE (MIN. 3/4") R-0948 R-095 > oj --------- APPROVED PURPLE PVC SCH.40 IRRIGATION SLEEVE (MIN.a SIZE OF PIPE PASSING THROUGH) G-041 & G-042 NOTE: BURY ALL NON-PRESSURE DRIP LATERAL LINE COLOR CODING. AMINIMUM OF 4"WITHIN VOR LESS OF Tl ll - - - - - APPROVED PURPLE PVC SCH.40 BURIED NON-PRESSURE LATERAL LINE G-040 HARDSCAPE. in (1-1/2'AND SMALLER) MINIMUM 3/4' NOT SHOWN SALCO (PURPLE) SLV-PVC-R-ACL12 12" FLEXIBLE RISER R-094 8 R-095 O 2 - - - - - APPROVED PURPLE PVC CL. 315 BURIED NON-PRESSURE LATERAL LINE G-040 NOT SHOWN SALCO PURPLE O O SPRINKLERS, ROTOR HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE (PURPLE) SLV-PSTRGV-0CV4 GPH DRIP EMITTER WITH CHECK VALVE .20 PSI R-D94 8 R-095 THE EXPOSED SURFACE COLORED PURPLE THE EXPOSED SURFACE SHALL BE (2"AND LARGER) COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR APPROVED UVR PVC SCH. 40 ON-GRADE NON-PRESSURE LATERAL LINE R-074& R-075 ----- APPROVED PVC SCH. 40 IRRIGATION CONDUIT G4 O 8 G-041 (1-1/2'AND SMALLER) MINIMUM 3/4' PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. VALVE BOXES SHALL BE --------- APPROVED PURPLE PVC SCH. 40 IRRIGATION SLEEVE(MIN.2x SIZE OF PIPE PASSING THROUGH) G-041 & G-042 APPROVED UVR PVC CL. 315 O p w ^ PER INDUSTRY STANDARDS WITH SOLID PURPLE COLORED LIDS AS ID MINIMUM THE (2"-P AND D L LARGER)ENON-PRESSURE LATERAL LINE R-0]4& R-075 - - - - - APPROVED PURPLE PVC SCH. 40 BURIED NON-PRESSURE LATERAL LINE G-040 Z ENTIRE BOX MAY BE MOLDED FROM PURPLE COLORED PVC. THE LIDS SHALL HAVE (1-1R"ND SMALLER) MINIMUM 3/4" U o o THE WARNING 'RECYCLED WATER DO NOT DRINK' IN ENGUSH AND SPANISH AND THE - - -- APPROVED PURPLE PVC SCH.40 NON-POTABLE PRESSURE SUPPLY LINE G-o40 N N Z (2-AND SMALLER) - - - - - APPROVED PURPLE PVC CL. 315 BURIED NON-PRESSURE LATERAL LINE G-IMO JJ O Q INTERNATIONAL NOT DRINK' ON ONE SIDE AND 'PELEGRO'. AGUA IMPURA-NO _ _ _ - APPROVED PURPLE PVC CL 315 NON-POTABLE PRESSURE SUPPLY LINE G-040 (2'AND LARGER) \ BEBER' ON THE OPPOSITE SIDE ALL SHRUB HEADS SHALL HAVE PURPLE CAPS (2-1/2-TO 3") APPROVED UVR PVC SCH.40 ON-GRADE NON-PRESSURE LATERAL LINE R-074 8 R-075 0 O ® APPROVED APPROVED RECLAIMED WATER SIGNAGE R-047 (1-1/2"AND SMALLER) MINIMUM 3/4" n w OMISSION STATEMENT: APPRQVED UVR PVC CL. 315 2NAND LARGER)PRESSURE LATERAL LINE R-0748 R-075 w QNOTE: APPROVED PURPLE PVC SCH. 40 POTABLE PRESSURE SUPPLY LINE G-IMO m N DRINKING FOUNTAINS, POTABLE HOSE BIBS, OUTDOOR EATING AREAS AND (2" AND SMALLER) } O PLAYGROUND EQUIPMENT EXIST ON THE 617E 1. ALL IRRIGATION VALVE BOX LIDS SHALL BE LOCKING AND PURPLE IN COLOR. APPROVED PURPLE PVC CL. 315 POTABLE PRESSURE SUPPLY LINE G-040 z � \ THERE ARE NO DECORATIVE FWNTINS COMFORT STATIONS, SWIMMING 2.ALL VANE BOXES SHALL BE RAIN BIRD VB SERIES. (2-1/2'TO 3") Z 3 POOLS, OR WELLS ON THE SITE ® APPROVED APPROVED RECLAIMED WATER SIGNAGE R-047 O 00 H a U N o2 J } DO J G U O w U Z cc o_ Z a w Of g s Of Of 3 a w w w Z 00 ZQ O CSA 126 w m LANDSCAPE & IRRIGATION = o < NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK //� // _ 11/14/2017 D_ a D �� ///�,blul '�� WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 /� '" DATE v �Sl (�nl SEAL-LANDSCAPE ARCHITECT PREPARED BY: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. EWibi SHEETNO v1 Urn NOTE: BENCHMARK: > O z WORK CONTAINED WITHIN THESE PLANS pWDSCAP CIVIL IP# 050171 , 050172, 050173 O SHALL NOT COMMENCE UNTIL AN �o eenl wpPo 19c COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-1Y a � ENCROACHMENT PERMIT AND/ORA " o : �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH. CA 920752042o nDAYS BEFORE E LANDSCAPE IMPROVEMENT PLANS - PHASE 2U j vYou DIG ss.m,.. - n 619-294-6484 0 Z O F lAepriwtelandscape aBiitect sig,ing tlese plans is responsble tarasmmg °ot 11 ° �I-\ FAX 619-574-0626 SPRING MOUMNN RIND STOO(YPRD RCWD AND SPRING SIREEf o \� Use s 9/28/17 < IRRIGATION LEGEND AND NOTES 230E 70 SHT Q 0_ U TOLLFREE I-800-217-2600 the aauracyond aaeptabililyof edesgn haeon. Inthemtoldarepnncies ♦1 Nre P� LANDSCAPE w d 4 A PUBUC SERVICE BY alsing alta cantyTprovda NrFg aanslmdhn,the plwle landscape ardltttt NIRI BY OAIE APPR. OAIE Zf oT FOR: W.O. COUNTY a o_ K Or CALIF ARCHITECTS SCALE: `�' d Q d UNDERGROUND SERVICE ALERT shallllbbee re ,hes ban1 determhing on acceptable solution and reesing'teplmsla MOWER RENSWNS COUNTY CERT NO . 3781 , EXP 11 2017 DATE: H: V:_ KB HOME COASTAL, INC. FILE NO. 963- y y GENERAL IRRIGATION NOTES: IRRIGATION CONSTRUCTION NOTES: a d r. THESE PLANS WERE PREPARED USING BASE INFORMATION PREPARED BY IN MICHAEL ¢ BAKERINTERNATIONAL THISB THE SECOMCONTRACTORADAIS CTUALRESPONSIBLE FOR ITIONS PRIOR THE I-1 METERITHE THISA APPROXSHALLIMATE T RESPONSIBLE FOR THE LOCATION OF EXISTING 21,RECYCLED WATER -3 METERITHE TWIST SHALL BE PROXIMATE LOCANSIBLE TION. (SEE THELOCATIONNOF EXISTING S/8" POTABLE WATER IS METERITHE THISA R SHALLAPPROXIMATE T RESPONSIBLE FOR THE LOCATION OF EXISTING 1.51,RECYCLED WATER ILL! N ACCURACY OF THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO METER IN THIS APPROXIMATE LOCATION. (SEE CIVIL PLANS) METER IN THIS APPROXIMATE LOCATION. (SEE CNIL PLANS) METER IN THIS APPROXIMATE LOCATION.(SEE CIVIL PLANS) > N ORDERING MATERIALS AND/OR BEGINNING WORK AND IMMEDIATELY NOTIFYING THE F_ O THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION CIA (1) THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION CI (3) THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION WM (5) O LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. IN THE EVENT THAT THE ACONSISTS OF 93,452 SQ. FT. OR2.15 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 40 GPM. CONSISTS OF 3,138 SQ. FT. OR0.07 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 6 GPM.THE CONSISTS OF 85,631 SQ. FT.OR1.97 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 31 GPM. CONTRACTOR FAILS TO VERIFY THE ACCURACY OF THE BASE INFORMATION ANDIOR THE ESTIMATED YEARLY WATER USE IS 3.98 ACRE FEET.THE INFORMATION PRESENTED IN THE ESTIMATED YEARLY WATER USE IS 0.07 ACRE FEET.THE INFORMATION PRESENTED IN THE FOLLOWING THE ESTIMATED YEARLY WATER USE IS 3.46 ACRE FEET.THE INFORMATION PRESENTED IN THE Z 1 FAILS TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES WPRIOR TO ORDERING MATERIALS AND/OR BEGINNING WORK,THEN THE FOLLOWING HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER FOLLOWING HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER ~ CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR INTERNATIONAL: INTERNATIONAL: INTERNATIONAL: AND MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TO RESOLVE SUCH HYDRAULIC SUMMARY FOR POC: QM NOTE: SEE SHEET k02 FOR POC LOCATION. HYDRAULIC SUMMARY FOR POC: CI NOTE: SEE SHEET I-05 FOR POC LOCATION. HYDRAULIC SUMMARY FOR POC: WM NOTE: SEE SHEET I-10 FOR POC LOCATION. Q DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. STATIC WATER PRESSURE: 110.00 STATIC WATER PRESSURE: 57.00 STATIC WATER PRESSURE: 36.00 W r 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF EQUIPMENT LOSSES: 18.00 EQUIPMENT LOSSES: 26.52 EQUIPMENT LOSSES: 32.30 Z ELEVATION LOSSES: 0.00 ELEVATION LOSSES: 2.60 ELEVATION LOSSES: 0.00 U G ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK.THE CONTRACTOR SHALL PSI REQ.AT HEAD: 35.00 PSI REO.AT HEAD: 20.00 PSI REQ.AT HEAD: 35.00 to N Z ASSUME FULL RESPONSIBILITY FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO TOTAL WORKING PRESSURE: 53.00 TOTAL WORKING PRESSURE: 49.12 TOTAL WORKING PRESSURE: 67.30 W R ¢ THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL TOTAL BOOST REQUIRED: 0.00 TOTAL BOOST REQUIRED: 0.00 TOTAL BOOST REQUIRED: 46.30 UNDERGROUND UTILITIES,AT NO ADDITIONAL COST TO THE OWNER. p r 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPLACING ALL CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL ¢ EQUIPMENT ANDIOR MATERIALS OUTSIDE OF THE LIMIT OF WORK WHICH ARE BE CODED AS FOLLOWS: BE CODED AS FOLLOWS: BE COOED AS FOLLOWS: p DAMAGED DURING CONSTRUCTION, WITH MATERIALS IN-KIND,AT NO ADDITIONAL D_ Z COST TO THE OWNER. WIRE CONNECTION: WIRE COLOR: COMMON WIRE: WIRE CONNECTION: WIRE COLOR: COMMON WIRE: WIRE CONNECTION: WIRE COLOR: COMMON WIRE: ¢ MASTERVALVE BLUE WHITE WIBLUE STRIPE MASTERVALVE BLUE WHITE W/BLUE STRIPE MASTERVALVE BLUE WHITE W/BLUE STRIPE ED N 4. REFER TO THE IRRIGATION DETAILS, LEGEND AND SPECIFICATIONS FOR PRODUCT FLOW SENSOR RED BLACK FLOW SENSOR RED BLACK FLOW SENSOR RED BLACK } INSTALLATION AND EXECUTION PROCEDURES. CONTROLLER QM (1) BLACK WHITE WITH BLACK STRIPE CONTROLLER CI (3) ORANGE WHITE WITH ORANGE STRIPE CONTROLLER WM (5) PURPLE WHITE WITH PURPLE STRIPE z 5. SYSTEM FLOW VELOCITIES SHALL NOT EXCEED 5 FEET PER SECOND. IN THE EVENT Z Z ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL LOCATE EXISTING(1)2"BACKFLOW ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL IO 1"BACKFLOW PREVENTION DEVICE, ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL(1)MASTER PREVENTION THATIRRIGATION THTI RESPONSIBILITY OF SEDDURIN LATERA LINES CONSTRUCTION,THE LACTOR PREVENTION DEVICE, (1) IRRIGATION BOOSTER PUMP, (i)2' MASTER VALVE, (1) 1"FLOW SENSOR, (1) (1) 1' MASTER VALVE, (1) 1"FLOW SENSOR, (1) FERTILIZER INJECTION SYSTEM PER LEGEND, DETAILS DEVICE, (1)2"STRAINER, (1) IRRIGATION BOOSTER PUMP (1) 1.5' MASTER VALVE, (1) 1"FLOW SENSOR, O O ASSUMES THE RESPONSIBILITY OF SIZING THE LATERAL LINES ACCORDINGLY, AT NO U ADDITIONAL COST TO THE OWNER. FERTILIZER INJECTION SYSTEM PER LEGEND,DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL ALSO AND SPECIFICATIONS. CONTRACTOR SHALL VERIFY THAT THE STATIC WATER PRESSURE AT THE METER (1) FERTILIZER INJECTION SYSTEM PER LEGEND, DETAILS AND SPECIFICATIONS.CONTRACTOR SHALL (= W LOCATEEXISTINGWATER PRESSUSTUBRE E TIN THE IS STUBB OUT APPROXIMATE LOCATION. HE STATIC OR WATER PRESSIFY URE IS LANDIS SCAPE ARCIF HITECTI WRITING PRESBURE ISAN LT57.00P.AD IMMEDIATELYNOTIFYTHE VERIFYPRESS RE IS STATIC WATER MMEDIAPRESSURE NOTTHEME ER LANDSCAPE P.RCHITCT IN ATICWRITING ING ER ON N� ANY 36.00 K p ED ~ 6. PRIOR TOREQUIRE REQUESTING CONSTRUCTION NOTES FOR SUBSTANTIALSPECIFICATIONS HAL ALL THE STATIC PRESSURE OTHE STUBB DSA 1 ARCHITECTT WRITING ON LETTER LANDSCAPE ARCHITECTLEN@V IU ON COMPANY LETTERHEAD N.WORK DISCREPANCY NOT BEGIN UNTIL PRESSURE IE NOT HEADP.S.I. ANYDISCREPANOTIFYTHE LANDSCAPE ARCMAIL: AULEN@NGON 01 mN REQUIREMENTSIN THE HE CONTRACTOR. TOSAND SICATIOSOR QUALITY NOT HEAD O.00P. DISCREANCYI NOTIFY THE LANDSCAPE ARCHITECT ON COMPANY LETTER PRESSURE @EMAIL: BALEENION FROM NTION DSCAPE TT ARCHITECT WORKSHALL WATER ATTENTION COMPANYLETTER BRETT HEAD .WOR DISCREPANCY IN WATER PRESSURE @ CONTRATOR HAS VERIFICATION N ¢ Z COMPLETED BY THE CONTRACTOR. REFER TO SPECIFICATIONS FOR QUALITY HEAD OF ANY DISCREPANCY N WATER PRESSURE @ EMAIL: S VERIFICATION ERT ICATIO FROM ATTENTION BRETT CONTRACTOR HAS VERIFICATION FROM THE LANDSCAPE ARCHITECT STATING THAT THE WATER ATTENTION BRETT ALLEN.WORK SHALL NOT BEGIN UNTILTHECONTRACTOR HAS VERIFICATION FROM (T U CONTROL MEASURES. ALLEN.WORK SHALL NOT THAT THIN UNTIL THECONTRACTORI SUFFICIENT HASSNT FOR MAINTAINING FROM THE LANDSCAPE PRESSCONTRARE IS CTOR RES TO NT FOR MAINTAINING HELNDSCAPE IRRIGATION SYSTEM TATICWREQUIREMENTS. PRE THE THE LANDSCAPE SYSTEM REQUIREMENTS. THAT THE WATERPRESSURES TO THE LANDSCFOR AINING PE ARCHITECT STATING THAT THE WATER PRESSURE IS SUFFICIENT FOR MAINTAINING THE IRRIGATION CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT OF ANY STATIC WATER PRESSURE THE IRRIGATION SYSTEM REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE V d } 7. DURING THE FINAL WALK THROUGH OF CONSTRUCTION IF ITIS FOUND THAT THE SYSTEM REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST,THEN THE CONTRACTOR SHALL BE RESPONSIBLE ARCHITECT OF ANY STATIC WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST, ¢ Z EMITTER ASSEMBLY SPACING OR HEAD SPACING WAS NOT COMPLETED PER PLAN STATIC WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST,THEN THE FOR MY AND ALL MODIFICATIONS REQUIRED TO THE IRRIGATION SYSTEM AS DIRECTED BY THE THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE = O AND/OR THE MANUFACTURER'S RECOMMENDATIONS THEN THE CONTRACTOR SHALL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE CONTRACTOR(INCLUDING PUMP IRRIGATION SYSTEM AS DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE H r ADD ADDITIONAL EMITTER ASSEMBLIES OR HEADS, RELOCATE EMITTER ASSEMBLIES IRRIGATION SYSTEM AS DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE INSTALLATION) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR STATIC WATER PRESSURE CONTRACTOR(INCLUDING PUMP UPGRADES) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR U 3 Z OR HEADS AND CHANGE EMITTERS OR HEADS AS DIRECTED BY THE LANDSCAPE CONTRACTOR(INCLUDING PUMP UPGRADES) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND INSTALL THE IRRIGATION STATIC WATER PRESSURE DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND \ W ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. STATIC WATER PRESSURE DISCREPANCIES ARE RESOLVED, USING ALL APPROPRIATE FITTINGS SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. INSTALL THE IRRIGATION SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. w � U � B. COORDINATE IRRIGATION $LEEVING PRIOR TO THE BEGINNING OF HARDSCAPE CONTRACTOR SHALL TIE INTO STUBS OUT AND EXTEND PRESSURE SUPPLY LINE AND INSTALL THE J Z EC IRRIGATION SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS AND FERTILZER INJECTION SYSTEM FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS, FERTIIZER INJECTION SYSTEM AND ¢ ¢ IRRIGATION HEIN$TALLALL$AFTER SI SUPPLY LINE, LATERAL LINE AND WITHIN 5O' OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+I-W'OF ELECTRIC WIRE FROM IRRIGATION BOOSTER PUMP WITHIN 50' OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+/-50' _ Of 0_ IRRIGATION HEADSIEMITTERS AFTER SIDEWALK,CURB AND GUTTER THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE PLANS AND SPECIFICATIONS. OF ELECTRIC WIRE FROM THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE K'J O WQ INSTALLATION IS COMPLETE. LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT. LOCATE THE POWER SOURCE AND NEW EQUIPMENT PLANS AND SPECIFICATIONS. LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT. LOCATE THE POWER W 9. INSTALL ALL SUPPLEMENTAL IRRIGATION AS PER IRRIGATION SPECIFICATIONS, LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR EACH NEW ELECTRICAL SOURCE AND NEW EQUIPMENT LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR K SHALL BE COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF EQUIPMENT.ALL NEW EACH NEW ELECTRICAL COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF > OU Z RESPONSIBLE FOR FLUSHING NON PRESSURE LATERAL LINES PRIOR TO EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS RESPONSIBLE FOR NEW EQUIPMENT.ALL NEW EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS O Z INSTALLATION OF EMITTERS/BUBBLERS AND FOR FLUSHING ONCE AGAIN ONCE POWER SOURCE CONNECTION, CONNECTION FROM NEW POWER SOURCE TO EQUIPMENT, GROUNDING RESPONSIBLE FOR NEW POWER SOURCE CONNECTION, CONNECTION FROM NEW POWER SOURCE TO y ¢ THE EMITTERSIBUBBLERS HAVE BEEN INSTALLED.THE CONTRACTOR SHALL EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL AND COMMON WIRE EQUIPMENT, GROUNDING EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL W N d ALSO BE RESPONSIBLE FOR REPLACING ALL PLANT MATERIAL LOST DUE TO CONNECTIONS,ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION,AND FERTILIZER AND COMMON WIRE CONNECTIONS, ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION, I ¢ CLOGGED NON PRESSURE LATERAL LINES OR CLOGGED EMITTERSIEUBBLERS INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES WITHIN I"OF THE AND FERTILIZER INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES ODURING THE CONSTRUCTION PERIOD AND FOR THE DURATION OF THE TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER ALL LOCAL WITHIN I" OF THE TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER Z W W MAINTENANCE PERIOD. GOVERNING CODES AND REGULATIONS.WIRE SIZES FOR EACH NEW COMPONENT SHALL BE APPROVED ALL LOCAL GOVERNING CODES AND REGULATIONS.WIRE SIZES FOR EACH NEW COMPONENT SHALL BE Q10. AFTER FINAL CONSTRUCTION CONTRACTOR SHALL PROVIDE INVOICES FOR BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. D_ d C) ALL CENTRAL CONTROL SYSTEM EQUIPMENT. Q_ < 11. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING (1)ONE DRIP EMITTER ¢ d PER SHRUB FOR ALL SHRUBS ON PLANTING PLANS. DRIP EMITTER ASSEMBLY I-2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING 1.6'RECYCLED WATER I-4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING S/8" POTABLE WATER IE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING 1.5-1 POTABLE WATER SHALL BE PRE-ASSEMBLED BY THE MANUFACTURER. SOLVENT WELDING WILL METER IN THIS APPROXIMATE LOCATION. (SEE CIVIL PLANS) METER IN THIS APPROXIMATE LOCATION. (SEE CNIL PLANS) METER IN THIS APPROXIMATE LOCATION.(SEE CIVIL PLANS) Approved NOT BE ALLOWED IN THE FIELD. THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION XM (2) THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION DI (4) THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION VIA (6) Electronically 12. PRIOR TO INSTALLATION OF SLEEVING ACROSS ANY STREET, CONTRACTOR CONSISTS OF 185,701 SQ. FT. OR4.26 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 39 GPM. CONSISTS OF 3,182 SQ. FT. OR 0.07ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 7 GPM.THE CONSISTS OF 95,597 SQ. IFF.OR2.19 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 32 GPM. AS a TIFF SHALL FIRST MARK SLEEVING LOCATION AND HAVE IT APPROVED BY THE CSA THE ESTIMATED YEARLY WATER USE 155.05 ACRE FEET.THE INFORMATION PRESENTED IN THE ESTIMATED YEARLY WATER USE 150.07 ACRE FEET.THE INFORMATION PRESENTED IN THE FOLLOWING THE ESTIMATED YEARLY WATER USE IS 3.51 ACRE FEET.THE INFORMATION PRESENTED IN THE Mylar'S do not LANDSCAPE INSPECTOR. IF CONTRACTOR FAILS TO HAVE SLEEVE LOCATION FOLLOWING HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER FOLLOWING HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER Exist INSPECTED AND APPROVED THE CONTRACTOR SHALL BE RESPONSIBLE FOR INTERNATIONAL: INTERNATIONAL: INTERNATIONAL: RELOCATING ALL SLEEVES AT NO ADDITIONAL COST TO OWNER. HYDRAULIC SUMMARY FOR POC: XM NOTE: SEE SHEET HOG FOR POC LOCATION. HYDRAULIC SUMMARY FOR POC: DI NOTE: SEE SHEET I-11 FOR POC LOCATION. HYDRAULIC SUMMARY FOR POC: VM NOTE: SEE SHEET I-12 FOR POC LOCATION. 13. ALL PVC LATERAL LINE INSTALLED ON GRADE SHALL BE PVC UVR PIPE(BROWN STATIC WATER PRESSURE: 44.00 STATIC WATER PRESSURE: 118.00 STATIC WATER PRESSURE: 112.00 LINE). EQUIPMENT LOSSES: 41.13 EQUIPMENT LOSSES: 29.50 EQUIPMENT LOSSES: 30.75 14. IRRIGATION EQUIPMENT AND POINT OF CONNECTION INCLUDING BACKFLOW ELEVATION LOSSES: 4.76 ELEVATION LOSSES: 4.76 ELEVATION LOSSES: 19.05 PREVENTION DEVICE, STRAINER, MASTER VALVE, FLOW SENSOR AND PSI REQ.AT HEAD: 35.00 PSI REQ.AT HEAD: 20.00 PSI REQ. AT HEAD: 35.00 FERTILIZER INJECTION SYSTEM SHALL BE LOCATED BACK OF SIDEWALK. FINAL TOTAL WORKING PRESSURE: 80.89 TOTAL WORKING PRESSURE: 54.26 TOTAL WORKING PRESSURE: 84.80 LOCATION SHALL BE APPROVED BY CSA LANDSCAPE INSPECTOR PRIOR TO TOTAL BOOST REQUIRED: 51.89 TOTAL BOOST REQUIRED: 0.00 TOTAL BOOST REQUIRED: 0.00 INSTALLATION. CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TWO (2) CALSENSE BE CODED AS FOLLOWS: BE CODED AS FOLLOWS: BE CODED AS FOLLOWS: RADIO REMOTE KITS FOR THE CENTRAL CONTROL SYSTEM TO CSA REPRESENTATIVE AFTER CONSTRUCTION IS COMPLETED. CALSENSE PART WIRE CONNECTION: WIRE COLOR: COMMON WIRE: WIRE CONNECTION: WIRE COLOR: COMMONWIRE: WIRE CONNECTION: WIRE COLOR: COMMON WIRE: Z NUMBER:CS3-RR. MASTERVALVE BLUE WHITE WIBLUE STRIPE MASTERVALVE BLUE WHITE WIBLUE STRIPE MASTERVALVE BLUE WHITE W/BLUE STRIPE O FLOW SENSOR RED BLACK FLOW SENSOR RED BLACK FLOW SENSOR RED BLACK u) 16. ALL WIRE SPLICES, CONNECTIONS AND SPARE WIRE ENDS SHALL BE SEALED CONTROLLER XM (2) PINK WHITE WITH PINK STRIPE CONTROLLER DI (4) PURPLE WHITE WITH PURPLE STRIPE CONTROLLER VIA (6) BROWN WHITE WITH BROWN STRIPE Of WITH $PEARS DS-1901 DS300 CONNECTORS. > 17, THE LOCATION OF IRRIGATION LINES AND SYMBOLS ARE DIAGRAMMATIC. ALL ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL(1) LS"BACKFLOW PREVENTION ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL(1) 1"BACKFLOW PREVENTION DEVICE, ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL(1) 1.5"BACKFLOW PREVENTION Q1 w IRRIGATION SHALL BE PLACED IN PLANTING AREAS EXCEPT WHEN CROSSING DEVICE, (1) 2"STRAINER, (1) IRRIGATION BOOSTER PUMP, (1) L5"MASTER VALVE, (1) 1'.FLOW SENSOR, (1) 1" MASTER VALVE, (1) 1"FLOW SENSOR, (1) FERTILIZER INJECTION SYSTEM PER LEGEND, DETAILS DEVICE, (1) 1.5" MASTER VALVE, (1) 1"FLOW SENSOR,AND(1)FERTILIZER INJECTION SYSTEM PER PAVEMENT. (1) FERTILIZER INJECTION SYSTEM PER LEGEND, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL AND SPECIFICATIONS. CONTRACTOR SHALL VERIFY THAT THE STATIC WATER PRESSURE AT THE METER LEGEND, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL VERIFY THAT THE STATIC WATER VERIFY THAT THE STATIC WATER PRESSURE AT THE METER IS 44.00 P.S.I. IF THE STATIC WATER IS 118.00 P.S.I. IF THE STATIC WATER PRESSURE IS NOT 118.00 P.S.I.IMMEDIATELY NOTIFY THE PRESSURE AT THE METER IS 112.00 P.S.I. IF THE STATIC WATER PRESSURE IS NOT 112.00 P.S.I. p ¢ 18. ALL IRRIGATION PRESSURE SUPPLY LINE,WIRES AND LATERAL LINES BENEATH PRESSURE IS NOT 44.00 P.S.I. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING ON LANDSCAPE ARCHITECT IN WRITING ON COMPANY LETTER HEAD OF ANY DISCREPANCY IN WATER IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING ON COMPANY LETTER HEAD OF ANV O 0 HARDSCAPE SHALL BE SLEEVED. COMPANY LETTER HEAD OF ANY DISCREPANCY IN WATER PRESSURE@ EMAIL:BALLEN@VDLAUS- PRESSURE @ EMAIL: BALEEN@VDLA.US - ATTENTION BRETT ALLEN.WORK SHALL NOT BEGIN UNTIL THE DISCREPANCY IN WATER PRESSURE @ EMAIL: BALLEN@VDLA.US- ATTENTION BRETT ALLEN.WORK 19. NO LOW HEAD DRAINAGE ALLOWED ATTENTION BRETT ALLEN.WORK SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS VERIFICATION FROM CONTRACTOR HAS VERIFICATION FROM THE LANDSCAPE ARCHITECT STATING THAT THE WATER SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS VERIFICATION FROM THE LANDSCAPE ARCHITECT 20. IAGREE TO COMPLY WITH THE CRITERIA OF ORDINANCE NO. 859.3 AND TO APPLY THE THE LANDSCAPE ARCHITECT STATING THAT THE WATER PRESSURE IS SUFFICIENT FOR MAINTAINING PRESSURE IS SUFFICIENT FOR MAINTAINING THE IRRIGATION SYSTEM REQUIREMENTS. IF THE STATING THAT THE WATER PRESSURE IS SUFFICIENT FOR MAINTAINING THE IRRIGATION SYSTEM THE IRRIGATION SYSTEM REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT OF ANY STATIC WATER PRESSURE REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT OF ANY STATIC p CRITERIA FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. ARCHITECT OF ANY STATIC WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST, DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST,THEN THE CONTRACTOR SHALL BE RESPONSIBLE WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST,THEN THE CONTRACTOR W r 21. PRIOR TO BACKFILLING,THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE IRRIGATION SYSTEM AS DIRECTED BY THE SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE IRRIGATION SYSTEM AS O O p SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. IRRIGATION SYSTEM AS DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE CONTRACTOR(INCLUDING PUMP DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE CONTRACTOR(INCLUDING FO N Z CONTRACTOR(INCLUDING PUMP UPGRADES) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR INSTALLATION) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR STATIC WATER PRESSURE PUMP INSTALLATION) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR STATIC WATER ti ¢ 22. AFTER PROJECT INSTALLATION AN AUDIT SHALL BE CONDUCTED BVACERTIFIED STATIC WATER PRESSURE DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND INSTALL THE IRRIGATION PRESSURE DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND INSTALL THE IRRIGATION AUDITOR AND FINDINGS STATED IN A REPORT. INSTALL THE IRRIGATION SYSTEM AS ON PLANS PER DETAILS AND SPECIFICATIONS. ¢ N SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. IRRIGATION SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. 23. CONTRACTOR MUST CONTACT MARK HUGHES AT LEAST EVERY SEVENTY-TWO(72) 4 ^HOURS PRIOR TO CONDUCTING A PRE-CONSTRUCTION MEETING. FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS, FERTILZER INJECTION SYSTEM AND FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS AND FERTILZER INJECTION SYSTEM FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS AND FERTILZER INJECTION SYSTEM IRRIGATION BOOSTER PUMP WITHIN 50' OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+E 50' WITHIN 50' OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+E 50'OF ELECTRIC WIRE FROM WITHIN 50' OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+E 50'OF ELECTRIC WIRE FROM Z W 24. PRIOR TO ORDERING ANY MATERIALS, CONTRACTORS SHALL PROVIDE SUBMITTALS OF ELECTRIC WIRE FROM THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE PLANS AND SPECIFICATIONS. THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE PLANS AND SPECIFICATIONS. W ¢ W TO CFD/LMD REPRESENTATIVE FOR REVIEW AND APPROVAL AS PER SPECIFICATION PLANS AND SPECIFICATIONS. LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT. LOCATE THE POWER LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT. LOCATE THE POWER SOURCE AND NEW EQUIPMENT LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT. LOCATE THE POWER SOURCE AND NEW EQUIPMENT EDN LL REQUIREMENTS.WORK SHALL NOT COMMENCE WITHOUT APPROVAL FROM CFD OR SOURCE AND NEW EQUIPMENT LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR EACH NEW ELECTRICAL LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR EACH NEW ELECTRICAL ILIAD FOR ALL SUBMITTAL ITEMS. EACH NEW ELECTRICAL COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF EQUIPMENT.ALL NEW COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF EQUIPMENT.ALL NEW D } O EQUIPMENT.ALL NEW EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS \ 25. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CALSENSE AND CFD/LMD EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS RESPONSIBLE FOR NEW EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS RESPONSIBLE FOR NEW Z Z RESPONSIBLE FOR NEW POWER SOURCE CONNECTION,CONNECTION FROM NEW POWER SOURCE TO POWER SOURCE CONNECTION, CONNECTION FROM NEW POWER SOURCE TO EQUIPMENT, GROUNDING POWER SOURCE CONNECTION, CONNECTION FROM NEW POWER SOURCE TO EQUIPMENT, GROUNDING 3 Z REPRESENTATIVE FOR APPROVAL OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT EQUIPMENT, GROUNDING EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS, ALL ELECTRICAL EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL AND COMMON WIRE EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL AND COMMON WIRE O a OO LOCATIONS PRIOR TO INSTALLATION. AND COMMON WIRE CONNECTIONS,ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION, CONNECTIONS, ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION,AND FERTILIZER CONNECTIONS, ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION, AND FERTILIZER ER W 1 26. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF W-DAY PLANT AND FERTILIZER INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES WITHIN I"OF THE INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES WITHIN V OF THE D_ 0 J } ESTABLISHMENT PERIOD. WITHIN I"OF THE TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER ALL LOCAL TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER ALL LOCAL H KO ED J ALL LOCAL GOVERNING CODES AND REGULATIONS. WIRE SIZES FOR EACH NEW COMPONENT SHALL BE GOVERNING CODES AND REGULATIONS.WIRE SIZES FOR EACH NEW COMPONENT SHALL BE APPROVED GOVERNING CODES AND REGULATIONS. WIRE SIZES FOR EACH NEW COMPONENT SHALL BE APPROVED In ¢ Z 27. PRIOR TO START OF MAINTENANCE PERIOD IRRIGATION CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. U O PROGRAMMED TO RUN OFF REAL TIME ET. w 6.7 G_ Z 28. PRIOR TO START OF MAINTENANCE PERIOD IRRIGATION CONTRACTOR SHALL G_ W PROVIDE PUMP CERTIFICATION ON MANUFACTURER'S LETTER HEAD TO COUNTY ¢ INSPECTOR S ~ H w 3 a J w w Z U z z a CSA 126 '1' :2 - LANDSCAPE & IRRIGATION = Of o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�Q 11/14/2017 U- yU o� V O NOTE WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 - /' ^�i- DATE Of D- II )I�'I II �� SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. NOMM SHEET NO. N > O Z WORK CONTAINED WITHIN THESE PLANS KNDSCAPE CIVIL IP# 050171 , 050172, 050173 9!0 SHALL NOT COMMENCE UNTIL AN �o senu ua °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-2U a ENCROACHMENT PERMIT AND/OR A �" o : ,-,� 462 STEVENS AVENUE, STE. 107OPEN SPACE, BASIN, SIDEYARD AND SLOPE TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 DAYS BEFORE z LANDSCAPE IMPROVEMENT PLANS - PHASE 2U > YOU DIG s�mm,.. 619-294-8484 0 me nwtelmdscn archAecta nk (hese msisr onsibk for assunn FAX 619-574-0626 SPRING MGUMPIN RCWD. STOCKYARD ROAD AND SPRING STREET o z O � P ce 9 PI B 's s/za/n IRRIGATION NOTES 24oF 70 sHT n ¢ 0_ U TOLL FREE I-800-227-2600 the mumcymd ausptobililyol eddgnhmmn. ln eetutddisaeprdes ♦� ox. �� LANDSCAPE c d < A PUBLIC SERVICE BY arishgaNa uunlyapprod mdurngcanshcWn,thepnwtelmduapemrhiled (LARK BY DATE IPPR. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d 4 d UNDERGROUND SERVICE AIERf shall be respmsNelardetemlinkgm accWlahle solution and reusing the plans for ENp� �NNLINS COJNIY CERT N0 . 3781 , EXP i l 2017 DATE: H: V' KB NOME COASTAL, INC. FILE NO. 963- 1 1 - o radb the cunt . IRRIGATION CONSTRUCTION NOTES: a a QI-7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING 1.5" POTABLE WATER -9 THE CONTRACTOR SHALL RESPONSIBLE FOR THE LOCATION OF EXISTING 5/8" RECYCLED WATER W N METER IN THIS APPROXIMATE LOCATION. (SEE CIVIL PLANS) METER IN THIS APPROXIMATT E LOCATION. (SEE CNIL PLANS) > N F_ THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION TB (7) THE IRRIGATED AREA TO BE SERVICED THROUGH THE WATER METER AT POINT OF CONNECTION B (9) A CONSISTS OF 156,131 SQ. FT.OR 3.58 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 35 GPM. CONSISTS OF 5,848 SQ. FT. OR 0.13 ACRES AND HAS A PEAK FLOW THROUGH THE METER OF 10 GPM.THE Z 1 THE ESTIMATED YEARLY WATER USE IS 4.94 ACRE FEET.THE INFORMATION PRESENTED IN THE ESTIMATED YEARLY WATER USE IS 0.33 ACRE FEET. THE INFORMATION PRESENTED IN THE FOLLOWING W - FOLLOWING HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER INTERNATIONAL: INTERNATIONAL: HYDRAULIC SUMMARY FOR POC: TB NOTE: SEE SHEET I-16 FOR POC LOCATION. HYDRAULIC SUMMARY FOR POC: BI NOTE: SEE SHEET I-21 FOR POC LOCATION. p STATIC WATER PRESSURE: 86.00 STATIC WATER PRESSURE: 26.00 W EQUIPMENT LOSSES: 32.71 EQUIPMENT LOSSES: 36.51 Z n ELEVATION LOSSES: 30.31 ELEVATION LOSSES: 10.39 O p p PSI REQ.AT HEAD: 35.00 PSI REQ.AT HEAD: 20.00 to N Z TOTAL WORKING PRESSURE: 98.02 TOTAL WORKING PRESSURE: 66.91 W V Q TOTAL BOOST REQUIRED: 27.02 TOTAL BOOST REQUIRED: 60.94 F � Q p CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL p < Q BE CODED AS FOLLOWS: BE CODED AS FOLLOWS: r p Z WIRE CONNECTION: WIRE COLOR: COMMON WIRE: WIRE CONNECTION: WIRE COLOR: COMMON WIRE: Q MASTER VALVE BLUE WHITE WIBLUE STRIPE MASTER VALVE BLUE WHITE W/BLUE STRIPE [[] N FLOW SENSOR RED BLACK FLOW SENSOR RED BLACK } CONTROLLER TB(7) RED WHITE WITH RED STRIPE CONTROLLER BI (9 PURPLE WHITE WITH PURPLE STRIPE W Z Z ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL(1) 1.5"BACKFLOW PREVENTION ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL1", PREVENTION DEV ICE, DEVICEMASTERVALVE, OW SENSOR AND T STRAINER, IRRIGATION (1) 1"MVALVE, (1) LO AND O FERTILIZER INJECTION SYSTEM PER LEGEND, DTILSAND SPECIFICATIONS. PIFICAIONS. CONTRACTOR SHALL FERTILIZER INJECTION SYSTEM PER LEGEND, DETAILSAND SPECIFICATIONS. CONTRACTOR SHALL ILL! VERIFY THE STATIC WATER PRESSURE TTHE METER IS86.00P.S.I. IF THE STATIC WATER VERIFYTHATTHE STATIC WATER PRESSURE TTHE METER IS 26.00 P.S.I. THE STATIC WATER W ~ PRESSURE IS NOT 86.00 P.S.I. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING ON PRESSURE IS NOT 26.00 P.S.I. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING ON J F b mN COMPANY LETTERENTION BRETT HEAD .WOR DISCREPANCY IN WATER HESSURE CONTRAa EMAIL: CTOR SVERI VERIFICATION FROM COMPANY LETTERENTION BRETT HEAD . WOR DISCREPANCYGI WATER HESSURE CONTRACTOR EMAIL:HS VERIFICAIONFR W U J O THE LANDSCAPERCHI ECT STATING THATK SHALL TBEGIN THEW WATER PRESSURE IS SUFFCIENTVFORM MAINTAINING THE LANDSCAPERCHITECT STATING THAK SHALL OTTTHE WATERT PRESSUREISSUFFCIENT FORMAINTAINING IM THE IRRIGATION SYSTEM REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE THE IRRIGATION SYSTEM REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE D_ > ARCHITECT OF ANY STATIC WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST, ARCHITECT OF ANY STATIC WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST, Q Z THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE p IRRIGATION SYSTEM AS DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE IRRIGATION SYSTEM AS DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE U �_ CONTRACTOR(INCLUDING PUMP UPGRADES) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR CONTRACTOR (INCLUDING PUMP UPGRADES) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR 3 Z STATIC WATER PRESSURE DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND STATIC WATER PRESSURE DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND W W INSTALL THE IRRIGATION SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. INSTALL THE IRRIGATION SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. U Z Of FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS, FERTILZER INJECTION SYSTEM AND FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS, FERTILZER INJECTION SYSTEM AND Q Q IRRIGATION BOOSTER PUMP WITHIN 50'OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+I-50' IRRIGATION BOOSTER PUMP WITHIN SO' OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+/-50' m W OF ELECTRIC WIRE FROM THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE OF ELECTRIC WIRE FROM THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE PLANS AND SPECIFICATIONS. LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT.LOCATE THE POWER PLANS AND SPECIFICATIONS. LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT. LOCATE THE POWER O SOURCE AND NEW EQUIPMENT LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR SOURCE AND NEW EQUIPMENT LOCATIONS AS SHOWN ON THE PLANS.PRIOR TO BEGINNING WORK FOR Of EACH NEW ELECTRICAL COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF EACH NEW ELECTRICAL COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF >U Z EQUIPMENT.ALL NEW EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS EQUIPMENT.ALL NEW EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS O Z RESPONSIBLE FOR NEW POWER SOURCE CONNECTION,CONNECTION FROM NEW POWER SOURCE TO RESPONSIBLE FOR NEW POWER SOURCE CONNECTION, CONNECTION FROM NEW POWER SOURCE TO Y Q EQUIPMENT, GROUNDING EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL EQUIPMENT, GROUNDING EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL W N d AND COMMON WIRE CONNECTIONS, ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION, AND COMMON WIRE CONNECTIONS,ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION, I Q AND FERTILIZER INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES AND FERTILIZER INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES OWITHIN I"OF THE TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER WITHIN I"OF THE TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER Z LL W ALL LOCAL GOVERNING CODES AND REGULATIONS. WIRE SIZES FOR EACH NEW COMPONENT SHALL BE ALL LOCAL GOVERNING CODES AND REGULATIONS.WIRE SIZES FOR EACH NEW COMPONENT SHALL BE > U APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. a a a O_ Q d I-8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF EXISTING 1.5" POTABLE WATER I-10 THE CONTRACTOR SHOWN RESPONSIBLE FOR INSTALLING ALL ELECTRIC CONTROL VALVES SHOWN D THESE METERIN THIS APPROXIMATE LOCATION. (SEE CIVIL PLANS) PLANS. VALVESE. THECONTRLAINS AHALL BE CTOR LED FOR CONTACTING INGTHE LANDSSIDEWACAPE ARCHITECT AT POINT RHE EVENT AY THAT THERE RE AREANY EXT IUATING IRCUM TA CES WHICH WOULD CAUSE E E ELECTRIC O IN Approved THE CONSISSOF1 AREA TO BESERVICED 2.50ACRES THE WATER LOW THROUGH THE CONNECTION UM GPM. VALVES NOT TO BE INSTALLED USING THE AFORE MENTIONED CRI WHICH W/OR THE PLAINS. CONTROL Electronically TIFF THE ESTIMATED YEARLY08,886 ATTF. R USE AC RES ANDHAS FEET.TH INFORMATION THROUGHSENTED IN OF THE OF VALVES ELECTRIC INSTALLED SHALL BE EROVED BY THE LANDSCTERIA APE THEPLANS. FINAL LOCATION ASd TIFF THE ESTIMATED YEARLY WATER USE 163.54 ACRE FEET.THE INFORMATION PRESENTEDIN THE OF ALL ELECTRIC CONTROL VALVES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. Myl3r's do not FOLLOWING HYDRAULIC SUMMARY IS BASED UPON STATIC PRESSURES PROVIDED BY MICHAEL BAKER111 INSTALL ALL PRESSURE SUPPLY LINE AND ANY EQUIPMENT LOCATED ON THE PRESSURE SUPPLY LINE, Exist INTERNATIONAL: INCLUDING BUT NOT LIMITED TO BACKFLOW PREVENTION DEVICES, BOOSTER PUMPS, MASTER VALVES, FLOW HYDRAULIC SUMMARY FOR POC: UM NOTE: SEE SHEET I-18 FOR POC LOCATION. SENSORS, ELECTRIC CONTROL VALVES, DRIP VALVE ASSEMBLIES, QUICK COUPLERS, BALL VALVES,AND SPARE STATIC WATER PRESSURE: 91.00 WIRE BOXES AFTER FINE GRADING AND HARDSCAPE INSTALLATION HAS BEEN COMPLETED. EQUIPMENT LOSSES: 29.80 ELEVATION LOSSES: 19.92 WHERE PRESSURE SUPPLY LINE IS SHOWN ON THE PLANS, INSTALL THE PRESSURE SUPPLY LINE IN THE PSI REQ.AT HEAD: 35.00 LANDSCAPE AREA APPROXIMATELY AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE TOTAL WORKING PRESSURE: 84.72 LANDSCAPE ARCHITECT IN THE EVENT THAT THERE ARE ANY EXTENUATING CIRCUMSTANCES WHICH WOULD TOTAL BOOST REQUIRED: 8.72 CAUSE PRESSURE SUPPLY LINE NOT TO BE INSTALLED USING THE AFORE MENTIONED CRITERIA AND/OR THE PLANS. FINAL LOCATION OF ALL PRESSURE SUPPLY LINE IS TO BE APPROVED BY THE LANDSCAPE ARCHITECT. CONTROL, COMMON, FLOW SENSING AND MASTER VALVE WIRE FOR THIS POINT OF CONNECTION SHALL ONCE INSTALLED, PERFORM PRESSURE TEST AS DESCRIBED IN THE SPECIFICATION PRIOR TO BACKFILLING BE CODED AS FOLLOWS: TRENCH. WIRE CONNECTION: WIRE COLOR: COMMON WIRE: I-12 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING EXACT SLEEVE AND CONDUIT LOCATIONS AND FOR Z MASTER VALVE BLUE WHITE W/BLUE STRIPE ROUTING ALL PRESSURE SUPPLY LINE, WIRING AND LATERAL LINE TO THESE LOCATIONS. FOR SLEEVE SIZES O FLOW SENSOR RED BLACK AND INSTALLATION DEPTH ACROSS SIDEWALKS REFER TO THE IRRIGATION SPECIFICATIONS AND DETAILS. m CONTROLLER UM (8) PINK WHITE WITH PINK STRIPE Of8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND EXTENDING TWO (2) CONTINUOUS GREEN > ONCE METER HAS BEEN LOCATED CONTRACTOR SHALL INSTALL(1) 1.5"BACKFLOW PREVENTION SPARE WIRES AND ONE (1)CONTINUOUS WHITE WIRE FROM THE CONTROLLER TO THIS LOCATION FOR FUTURE (n co DEVICE, (1) IRRIGATION BOOSTER PUMP, (1) 1.5"MASTER VALVE, (1) 1"FLOW SENSOR AND (1) USE. INSTALL IN SEPARATE VALVE BOX PER DETAIL R-0 . FERTILIZER INJECTION SYSTEM PER LEGEND, DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL VERIFY THAT THE STATIC WATER PRESSURE AT THE METER IS 91.00 P.S.I. IF THE STATIC WATERTHE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING 2"PVC SCH.401RRIGATION PRESSURE I-14 p 0 PRESSURE IS NOT 91.00 P.S.I. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT IN WRITING ON SUPPLY LINE STUB-OUT IN THIS APPROXIMATE LOCATION. ONCE CONTRACTOR HAS LOCATED STUB-0UT AND W COMPANY LETTER HEAD OF ANY DISCREPANCY IN WATER PRESSURE@ EMAIL: BALLENQVDLA.US- SHUT DOWN WATER SUPPLY, CONTRACTOR SHALL CUT INTO AND EXTEND PRESSURE SUPPLY LINE TO NEW O ATTENTION BRETT ALLEN.WORK SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS VERIFICATION FROM ELECTRIC CONTROL VALVES SHOWN, USING ALL APPROPRIATE MATERIALS. THE LANDSCAPE ARCHITECT STATING THAT THE WATER PRESSURE IS SUFFICIENT FOR MAINTAINING THE IRRIGATION SYSTEM REQUIREMENTS. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR LOCATING THE FOLLOWING: PILOT/COMMON WIRES IN THIS L n ARCHITECT OF ANY STATIC WATER PRESSURE DISCREPANCIES WHEN SUCH DISCREPANCIES EXIST, APPROXIMATE LOCATION AND SPLICING NEW PILOT/COMMON WIRES OF LIKE KIND/COLOR USING SPEARS Z THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MODIFICATIONS REQUIRED TO THE DS-100/DS-300 WIRE CONNECTORS. p IRRIGATION SYSTEM AS DIRECTED BY THE LANDSCAPE ARCHITECT AT THE SOLE EXPENSE OF THE In N Z CONTRACTOR(INCLUDING PUMP UPGRADES) ONCE THE STATIC WATER PRESSURE IS VERIFIED AND/OR - THREE (3) BLACK PILOT WIRES W Q STATIC WATER PRESSURE DISCREPANCIES ARE RESOLVED, EXTEND PRESSURE SUPPLY LINE AND - ONE (1)ORANGE SPARE WIRE N INSTALL THE IRRIGATION SYSTEM AS SHOWN ON PLANS PER DETAILS AND SPECIFICATIONS. - ONE (1)WHITE COMMON WIRE a p p 4 ^ EXTEND NEW PILOT/COMMON WIRES TO NEW ELECTRIC CONTROL VALVES AS SHOWN. FOR BID PURPOSES LOCATE THE IRRIGATION CONTROLLERS,METER. F R INJECTION SYSTEM AND p IRRIGATION BOOSTER PUMP WITHIN 50'OF THE ELECTRICAL METER. FOR BID PURPOSES INSTALL+E 50' Z W OF ELECTRIC WIRE FROM THE POWER SOURCE TO EACH ONE OF THESE COMPONENTS AS PER THE I-15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING 2"PVC SRH. S IRRIGATION PRESSURE W Q to PLANS AND SPECIFICATIONS. LOCATE ALL WIRE INSIDE ELECTRICAL CONDUIT.LOCATE THE POWER SUPPLY LINE STUB-OUT IN THIS APPROXIMATE LOCATION. ONCE CONTRACTOR HAS LOCATED STUB-0UT AND 0] N J SOURCE AND NEW EQUIPMENT LOCATIONS AS SHOWN ON THE PLANS. PRIOR TO BEGINNING WORK FOR SHUT DOWN WATER SUPPLY, CONTRACTOR SHALL CUT INTO AND EXTEND PRESSURE SUPPLY LINE TO NEW } O EACH NEW ELECTRICAL COMPONENT, CONTACT THE LANDSCAPE ARCHITECT FOR FINAL LOCATION OF ELECTRIC CONTROL VALVES SHOWN, USING ALL APPROPRIATE MATERIALS. Z H � EQUIPMENT.ALL NEW EQUIPMENT SHALL BE LOCATED IN SHRUB AREAS.THE CONTRACTOR IS Z Z 3 RESPONSIBLE FOR NEW POWER SOURCE CONNECTION,CONNECTION FROM NEW POWER SOURCE TO CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR LOCATING THE FOLLOWING PILOT I COMMON WIRES IN THIS Z O EQUIPMENT, GROUNDING EACH COMPONENT PER MANUFACTURER'S SPECIFICATIONS,ALL ELECTRICAL APPROXIMATE LOCATION AND SPLICING NEW PILOT/COMMON WIRES OF LIKE KIND/COLOR USING SPEARS O AND COMMON WIRE CONNECTIONS, ALL MASTER VALVE CONNECTIONS, FLOW SENSING CONNECTION, DS-100/DS-300 WIRE CONNECTORS. Q W AND FERTILIZER INJECTOR CONNECTION PROVIDING ALL SPARE WIRES AND LABELING ALL WIRES D_ lA J } WITHIN I"OF THE TERMINAL STRIP AND AT EACH NEW CONTROL VALVE.ALL WORK SHALL BE DONE PER - FOUR(4) BLACK PILOT WIRES F- W Do J ALL LOCAL GOVERNING CODES AND REGULATIONS. WIRE SIZES FOR EACH NEW COMPONENT SHALL BE - ONE (1)ORANGE SPARE WIRE Ln G U O APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING MATERIALS. - THREE(3)WHITE COMMON WIRES W 0_ Z EXTEND NEW PILOT ICOMMON WIRES TO NEW ELECTRIC CONTROL VALVES AS SHOWN. D_ W Q I-16 THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND EXTENDING ONE(1)CONTINUOUS ORANGE S SPARE WIRES AND TWO(2) CONTINUOUS WHITE WIRES FROM THE SPLICE BOX TO THIS LOCATION FOR FUTURE a USE. INSTALL IN SEPARATE VALVE BOX PER DETAIL R-0 . w 3 J W WTHE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING IRRIGATION NON-PRESSURE LATERAL LINE CAPS IN Z U I-17 p THESE APPROXIMATE LOCATIONS, FOR IN EXTENSION OF IRRIGATION LATERAL LINES INTO FUTURE PHASE 3 C 0 Z Z AREAS AS SHOWN. CSA 12U 'Z1' � o LANDSCAPE & IRRIGATION = of a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�O // _ 11/14/2017 U o V O NOTE WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 - /' ^�- DATE D^, wD- II )I�'I II e �� SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. NOMM SHEET No. N > O z WORK CONTAINED WITHIN THESE PLANS KNDSCAPE CIVIL IP# 050171 , 050172, 050173 SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-3 d U a DULL ENCROACHMENT PERMIT AND/OR A ,�" o :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J TWO WORKING GRADING PERMIT HAS BEEN ISSUED. SILL! . u SOLANA BEACH, CA 92075-2042 �Q _ W N BEFORE „ OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N U j rou DIG YOU DIG s�mm,.. 619-294-8484 0 me Nwtelmdscn archAecta nk (hese msisr onsibk for assunn W" lI "�"/Wm" � FAX 619-574-0626 SPRING MOUNTAIN RCAD. STOCKYARD ROAD AND SPRING STREET o z O i= P ce 9 PI 9 s 9/28/17 IRRIGATION NOTES 250F 70 SHT n 0_ U TOLL FREE I-800-227-2600 the moumaymd comptobilityol eddphermn. ln eemta(diweprdes �� LANDSCAPE c d < A PUBLIC SERVICE BY anshgaNe munlyapprovdmdumgm heWn,thepdotelmdmapemrhited (LARK BY DATE NPR. DATE tf 6F CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d 4 0_ UNDERGROUND SERVICE ALERT shall be respmsNelardetemlinkgm accWlahle solution and reusing the plans for ENp� NN9LINS OHINIY CERT N0 . 3781 , EXP i l 2017 DATE: H: V' KB NOME COASTAL, INC. FILE N0. 963- 1 1 - o radb the muni . PUMP SPECIFICATIONS: QBARRETT ENGINEERED PUMPS ILL! unBARRETT ENGINEERED PUMPS BARRETT ENGINEERED PUMPS SPECIALISTS IN PUMPS AND PUNTING SYSTEM BARRETT ENGINEERED PUMPS BARRETT ENGINEERED PUMPS > SPECIALISTS IN PUMPS AND PUMPING SYSTEMS SPECIALISTS IN PUMPS AND PUMPING SYSTEMS SPECIALISTS IN PUMPS AND PUMPING SYSTEMS SPECIALISTS IN PUMPS AND PUMPING SYSTEMS F- H � ILIa PROJECT: SPRING MOUNTAIN RANCH TR. 29598 June 19, 2017 PROJECT: SPRING MOUNTAIN RANCH TIM 29598 June 19, 2017 PROJECT: SPRING MOUNTAIN RANCH Ti 29598 June 19, 2017 PROJECT: SPRING MOUNTAIN RANCH TR. 29598 June 19, 2017 PROJECT: SPRING MOUNTAIN RANCH TR. 29598 June 19, 2017 SYSTEMDESIGN PARAMETERS- POC#XM(POC 2) SYSTEM DESIGN PARAMETERS - POC#WM(POC 5) SYSTEMDESFD. PARAMETERS- POC #TB (POC 7) SYSTEM DESIGN PARAMETERS - POC #UM(POC 8) SYSTEM DESIGN PARAMETERS - POC#BI(POC 9) ]HGAS-2-2-2ND-F 35 GPM 105 PSI 2INCH p IHCR10-3-2-21VFD-F 39 GPM 85 PSI 2INCH IHCR10-3-2-2NFD-F 31 GPM 70 PSI 2INCH Sync Mosel Number s De: Flow"a a"=me: Panni s mfi - stain 1HGA5-.75-2-2/VFD-F 28 GPM 90 PSI 2INCH BMH-1-2-1.25NFD-F/QP ]0 GPM 72 P8I 1 1/4INCH W S Motel NumM 5 Des Flow Ral s nnR ' Pruaor< s do Pi ' Sac S Moticl Number S Ra Amy Rate win D[ ' R®au[ S Pi Sac S MM<INumb,r S D[ei Flaw Rale S an Doo Nmm 5 Pi ' sut rnModa Numbs 3 mmDesi Flaw Rule S mDesi Prmure 3 emri ' S¢e Z n 71 PSI 230 VAC 1 PHASE 60 HZ O G p 29 PSI 230 VAC 1 PHASE 60 HZ 21 PSI 230 VAC 1 PHASE 60 RZ Mme,,,,,,,Samoa me�rme s EXrmrmvol < s emnml PbaacaaeF a 76 PSI 230 VAC I PHASE 60 HZ 16 PSI 230 VAC 1 PHASE 60 Hz N N Z Mmimmusuaim,Premue S Eletlriml VoI e S ElwirimlPNseunaF Mworan Mooch Powure 3 Eecacel VaX e S ©¢InN FhesesoJ Manna Suc im Pravare S sn EkcNcalvol 3 m&stncal FhasesoJ Noirman Suc ioa Preens 8 an Eleasicul Voltage 5 tem El Phone entl Prz m 201-1 '/4' 35GPM 95FEET w v ¢ CR10-4 39 GPM 142 FEET CR10-3 31 GPM 130 FEET Pam Model NmnM P coat P 7tW Hm w 7GA5 - 1 ''/." 28 GPM 50 FEET FRANKLIN MH15 10 GPM 145 FEET F U1 }L 11 Number P GP Pmn TdaI HeW en 1m MMel Number '77.A CA P TabIH¢d eY Pu Medtl Number P C CFM TOW Had td Mo]tl Number Pu C C8 Pum Total Heal Teen Q p 2 HP 3500 RPM 12 AMPS (d 230/1 orroxicph p 3 HP 3500 RPM 27 AMPS �d 230/1 ph 3 HP 3500 RPM 'a7 AMPS @ 230/1 ph cam Ham raw w RPM s m FmnLma am 3/4 HP 3500 RPM 5 AMPS (t�230/I ph 1 HP 3500 RPM 6 AMPS 230/1 ph Q Fum Hm raw Pum RPM SM<m FLll Loetl Mm H Phi so Full Lcea s e over Pu RPM 3 FullloatlAm a pum Hm owe POm RPM S Inn FLII LaW Nme e 0 BOOSTER PUMP ASSEMBLY Of Z BOOSTER PUMP ASSEMBLY BOOSTER PUMP ASSEMBLY BOOSTER PUMP ASSEMBLY BOOSTER PUMP ASSEMBLY W Q 1.1 A simplex water pressure boaster system as designed and fabricated by Barred 1.1 A nim lex water pressure boosters stem as designed and fabricated b Barrett 1.1 A simplex water pressure booster system as designed and fabricated by Barrett Engineered Pum 619 232- 1.1 A simplex water pressure booster system as resigned and fabricated by Barrett 1.1 Simplex water pressure booster system as designed and fabricated by Barrett CO P Pr Y 9 Y 9 Pumps ( ) ]867. The system shall be a completely prefabricated Engineered Pum 619 232-7867. He system shall be a cora letel refabicated Engineered Pumps (619) 232-7862 The system shall be a completely prefabricatetl Engineered Pumps aping 232 electrical The system shall be a completely booster Engineered Pumps. The system shall be a completely prefabricated system with pump, 9 Fs ( ) Y completely P system with pump, piping, electrical and structural elements The entire booster oumo } system with pump, piping, electrical one shudurat elements. TFe entire booster oumo system with pump, piping, electrical and structural element. The entire boaster oumo assembly shall be UL Listed and Approved. system with pump, Piping, electrical and structural elements. The entire booster oumo noire, electrical and structural elements Z z assembly shall be UL Listed and Approved. assembly shall be UL Listed and Approved. 2 Pum 1. p shall be: assembly shall be UL Listed and Approved! 1.2 Pump shall be: Z be:12 Pump shall 1.2 Pump shall be: 1.2 Pump shall be O O 1.21 con Series) Horizontal end suction centrifugal, cast iron ll probes u flied t.2.1 with stainless multi-stage sicentrifugal., ,mni Pump construction stall be stainless shall V O i ed 1.2.1 CR Series Vertical Matti-Ste Centrifugal Pum construction shall be oast 1.2.1 (CR Series) Vertical Multistage Centrifugal Pump construction shall be cast 1.21 (GA Series) Horizontal end suction centrifugal, cast iron bares fitted with stainless steel casing, stainless steel impellers and bails. Pump shall ( ) 9e 9 P construction, m thowed with mechanical shaft seal, back pullout design. Q N w I iron stainless fitted with cast iron casing stainless steel impellers and bowls. iron stainless fitted with cast iron casing, stainless steel impellers and bowls. construction, equipped with mechanical shaft seal, back pullout design. be equipped with mechanical seal. Pump shall be directly coupled to a C- O! J 9� Pe Impeller shall be with no directly u the end of the Shag Pump shaft shall F O! m I Pum shall be equipped with tun n carbide mechanical seal. Pum shall Plump shall be equipped with tungsten otos. mechanical seal. Pump shell be stair shall ee [with no directly u the end a the shaft. Pump shaft shall face electrics motor. Fgce p be stainless steel with no sleeve. Pump shall be directly coupled to a C-face to � Q ' be directlycoupled to a C-face electric motor. be directly coupled to a Gface electric motor. be stainless steel with no sleeve. Pump shall be directly coupled to a C-face m electric motor, 1.3 Electric motor shall be of the squirrel cage induction type motor se for full voltage (7 U I 1 3 Electric motor shall be of the squirrel cage induction a suitable far full voltage electric motor. starting Motor shall be ODP to aid in cooling. Electric motor shall be rated for w 1.3 Elechic motor shall be d the squire) cage induction type suitable for full voltage 9 9 hP 0 1.3 Electric motor shall be d the squirrel cage induction type suitable for full voMage a the O starting Motor shall be ODP to aid in cooling Electric motor shall be rated for Stating. Motor shall be ODP to aid in cooling. Electric =for shall be rated for 1.3 Electric molar shall be of the squirrel cage induction type suitable for full voltage continuous service. The motor shall conform tp the latest NEMA Standards far motor Of OL n8 n8 stetting. Motor shall be ODP to aid in cooling. Electric major shall he rated for OL � continuous service. The motor shall have horsepower ratio s such that the motor will continuous service. The motor shall have horsepower ratings such that the motor will catling. Motor shall be ODP to aid in cooling. Electric motor shall be rated for design and construction W 9 continuous s service. The motor shall have horsepower toper ratings such that the motor will Q ` car the maximum enable load to be developed under the designed pumping carry the maximum possible load to be developed anther the designed pumping continuous service. The motor shall have horsepower ratings such that the motor will 1 4 Pum Control Panel shall have a NEMA 4X sin front non-metallic enclosure with N Po Ped 9 P St 9 carry the maximum possible load to y developed nameplate untler the designed pumping P m = I shall have and not overload the motor beyond the nameplate roti the motor. Motor Conditions and not overload the motor beyond the nameplate ming of the motor. Motor carry the maximum possible load to yh cl the am under the designed pumping clock latches. The Control Panel shall include rand control reset-able thermal p cY P Rq conditions and not overload the motor beyond the nameplate rating of the =for. Motor Pa N"+e U I shall heve a 1.to service factor The motor shall conform to the latest NEMA shall have a 1.to service factor. The motor shall conform to the latest NEMA shall conditions and not Ove service the motor beyond or nameplate rating of the motor. Motor circuit breakers, Free tl magnetic sorter with adjustable y numbered protection, 3 Standards for motor design corstrudion shall have a 1.15 service factor. The motor shall conform to the latest NEMA shall have a 1.15 service factor. TFe motor shall conform b the latest NEMA vY � � P Standards for motor design antl construction. a S[antlartls for motor design and construction. Hanefor power switch n select mode d operation, and ninety duty numbered terminal w ! 1.4 Pun Control Panel shall have a NEMA 3R lair front non-netallic enclosure with PumpStandContrords forl motor awl shall and construction Me for er atxi control wiring lead pstart relations. Q U 1 4 Pump Control Panel shall have a NEMA co plain front non-metallic enclosure with P P 1.4 Pump Control Panel shell have a NEMA o plain -rant non-metallic enclosure with POs' 9 J I cock latches. This Includes wen and control resettaDle thermal circuit breakers, padlock latches. This Incudes power and control re,seflable thermal circuit to switch 1.4 Pump Control Panel shall have a NEMA co main front Cron-metallic incisure with 15 Metal oxide varistor protected m start rete s incorporated in oral to start m J Z Pa W pstllock latches. This Includes power aptl control reee8able thermal circud breakers, P Pump YOP pump Q ! heavy duty magnetic starter with adjustable Overload protection, Hand-Off-Auto switch heavy tluN magnetic starts'with adjustable overload protection, Hand-Off-Auto switch heavy d latches. This Includes power and control re-seDable thermal -Off-A breakers, with signal from each arta lien cpntmBer. 1 P heavy duty magnetic starter with heavy du y numbs protection, Hand-Off-Auto switch 9 ger to select mode of operation, and hes d numbered terminal strips for power and to select mode of terminators. antl heavy duty numbered terminal strips for power and heavy duty magnetic starter with adjustable overload! protection, Hand-Ott-Auto switch = r Pe W MV P Pow to select mode of operation, and heavy duty numbered terminal strips for power and 1.6 All system gges shall be r system stainless steel. All major cos shall tr stainless, with � I control wirin teed terminations. control wiring lead termiretiors, to select made of operation, and heavy duty numbered terminal strips for power antl O 9 control wiring lead terminations. unions or flanges to allow for system disassembly or major component removal. O I 15 If 24V control started a Metal oxide varistor projected a start tela shall be control wiring lead terminations. N W 15 If 24V control started a Metal pude signator projected pump start relay shall be P PrP Y 1.5 If 24V control started, a Metal oxide varistor projected pump start relay shall be 17 Isolation valves shallbeall brass uarter tum ball valves with hard chrome ball. W Z I incorporated in panel to start um with signal an irrigation controller. incorporated in panel to stall pump with signal from an irtigation controller. 1.5 If orV control started, a Metal oxide signal from protected pump start relay shall be q W Po P pump 9 ger incorporated in panel ll be bythe with signal from a tirrigationhcontroller.be 1.8 Gauges shat be 2%" diameter face, cerin filled with stainless casing and brass O 1.6 All s stem i n shall be 04 stainless steel. All fitti shall be stainless, with incorporated in panel to start pump with signal from an irigation controller. 9 9N 9 0 U : 1 6 All system panne shall be tyfor system starless steel. All things major shall be stainless, with Y l PI 9 y12e3 res 1.6 All system piping shall be tyfor system stainless steel. All fittings shall be stainless, with internals. O unions or flanges to allow for terc disassemb or me or cpm oneM removal. System or flanges to alloy for system pipe uze bN a major component removal. 1.6 All system piping shall be for system stainless deet. All r major shall be chinless, with O : ng y 1 P unions or Flanges tp allow for system disassembly a major component removal 1.9 Flow switch shall be a 316 stainless steel and sohtl state thermal sensor designed to Y H 5 em shall incur rate an int rel full sire ss line wtth isolation valve ro System shall incorporate an pair wi full pipe size bypass line with isolation valve to unions or flanges to allow for system pipe disassembly a major component removal. 9 Yst po erg P pe hypo System shall ircorpoate an integral full pipe site bypass line with isplatim valve to measure than inflow velocity and in temperature The flow switch shall inclutle an O - allay{or m removal and re air wRhout tlisru in water su to stem. allow for pump and repair witheud disruninc water sappy to system. System shall incorporate an integral fol pipe size bypass line with isolation valve to 9e h Pe W N r pump P Pt 9 with system allow for pump removal and repairwithoutguar er turn ball va Ives pay to rd chrtem. integrated bar graph with lO LED lights and shall he Capable of providing indication of s 4 ' 1.7 Isolation valves shall be all stainless quarter turn ball valves with hard chrome ball on 1.7 Istlation valves shall be all stainless quarter tum ball valves with hard chrome ball on allay for pump removal and repair without disrupting water supny to system. g w Ph 9 P P 9 q 1.7 lines 2" valves shall ol all vales quarter tum ball valves with hard chrome ball on flow (green), closed (orange), and open (red) conditions. U p lines 2" and less. Isolation valves stall be lugstyle butterfly valves with Bute-N lines rm and less. Isolation valves shall be lug style butterfly valves with Burs-N 1.] Isolation valves shall ol all stainless holt b [urn ball valves w2h hard chrome ball on ty Y lines 2" and less. Isolation valves shall c lug style butterfly valves with Buna-le Z w elastomeric sea W, dlxrole iron nickel coated disc, and stainless steel stem with haMle elasfomenc seals, tlucdle imn nickel coated disc, and stainless steel stem with handle lines 2" and less. Isolation valves shall be lug style blMertN valves with Buna-N 1.10 Pump system shall be rtlountetl on a mounting pad assembly consisting da reinforced 0 I and 10 psi seals,galvanized iron nickel coded disc, and stainless steel stem with handle Q and1l] scion galvanized memo late on lines 2%° and rester. and 10 position galvanized memory parson lines 2'/:" and greater. and 1 post seals, ductile iron nickel on disc, and stainless steel dem with handle mount support base, a three Sbnee s inch thick 5052 Hke Marine Grade Aluminum J O I Po 9 ry P 9 and t0 position galvanized memory plate on lines 25:' and greater. and 10 position galvanized memo late on lines 2%"and realer. mounting d and 304 grade stainless steel fastening brackets.The support base shall B_ D_ I 1.8 Gauges shall be 2%" diameter face, cerin filled with stainless Casio and brass 1.8 Gau es shall he 2M" diameter face, cerin filled with stainless casing and brass P e memory P e ll e R7 sup Q_ w 9Y 9 w 9Y 9 1.6 Gauges shall he 2%" diameter face, glycerin filled with stainless casing and brass be installed and above the ear . earth allowing the lop two inches of the support base to iMenrels. iMerrsls. 1.8 Gauges shall be 2'/z" diameter face, glycerin filled with stainless casing and brass Q_ r internals. bell be clamped tl above the earth. The with H32 Marine Grade Aluminum packets mounting pad Q I internals. 1.9 Flow switch shall be a 316 chinless steel and solid date thermal sensor desi led to 1.9 Flaw switch sh911 be a 316 stainless steel and solid state thermal sensor designed to 9 l 1.9 Flow switch shall n o 316 stainless steel and solid state thermal sensor designed to shall be em enclosure to the support base wdh the d weather steel fastening brackets. measure change in flow velocity and in temperature. The flow switch shall include an measure change in Flow veodty and in temperature. The Flox switch shall include an1.9 Flow switch shall be a 316 stainless steel and solid state thermal sensor designed to measure change gr in flow velocity10LE and in temperature. The flow switch shall include an 1.11 The system enclosure shall i d a vandal and weather resistant nature manufactured Approved integrated Dar graph with e)LED lighten and shall be capable of provitling indication of integrated bar graph with e)LED lights and shall be capable of providing indication of integrated Dar graph with e) LED lightsen and stall be Ca able of providing indication of measure change in flow velocity10Land in temperature. The Flow switch shall inclutle of entire) d marine rade aluminum alto 5052-H32, with a wall thickness el one eighth Electronicallyflow(green), closed (orange), and open (red) conditions. flow (green), closed (orange), and open(red) conddions. flax reel closed (orange), and open netl conditionsP P g integrated bar graph with 10 LED lights antl shall be capable of providing indication of inch. The mounting base shall be manufactured entirely of stainless reel. The main p e ( Rq )' P (red) flow (green), closed (orange), and open(red) com itions. Asa TIFF 1.10 Pump system shall be mounted on u t structural aluminum skis with mounting flanges 1.10 Pump system shall be mounted on u t crlof ski aluminum skid with mounting flanges 1.10 Pump system shall be mounted on u t dmct ski aluminum skid with mounting flanges housing shat ie in solid sheet construction punched on the sides with a rectangular on front and back ti allow for mounting of skid to concrete Its Skid equipped with on from and back ti allow for mounting of skid to concrete pad. Skid equipped with on front and beck to allow for discharge in skid ln concrete Sind e tl with 1.10 Pump system shall be mounted on Structural aluminum skid with mounting flanges pattern for viewing backflow operation. The length h the enclosure shall be Mylars do not 9 F�� equipped ripe support on suction and discharge piping. in ods and bolls and washes shall be stain supporton suction and discharge piping. All nuts and bolts and washers shall be pipe support l suction and tlischarge Piping. All uds antl bolts antl washers shall be on front and n s to allow for mounting rgpi in skid to concrete pad. Skid equipped with oneexpandable ro allow for site adjustment. The enclosure shall have i mooning lip on be Exist stainless steel on skid and piping. Skid shall include mounting hardware for integral stainless steel su skid and piping. Skid shall include meantime hardware for integral Stain support on suction and discharge piping. All nuts and bolls and washes shall be one end and a locking mechanism on the other entl. The mound base shall he stateless steel on sMtl and prong. Skid shall include mounting hallways for illegal 9 rg aluminum enclosure aluminum enclosure. aluminum enclosurechinless steel on skid and piping. Skid shall include mounting hardware for integral submerged into the concrete s minimum of two inches, posttioning the enclosure two aluminum enclosure. and one half inches above the Concrete for drainage The lockin 1.11 The system enclosure shall n with r and weather resistant, morins wing aluminum 111 The system enclosure rhel be vandal and weather resistant, marine wade aluminum 1.11 The system enclosure shall n vandal and weather resistant, marine wade aluminum e alloy 5052-H32 construction with rectangular punch-outs for viewing and heat alloy 5052-1132he construction will rectangular pmngedt for viewing and heat alloy 5052-1-32he construction with rectangular punnged t for viewing ant loc 111 The system enclosure shall be with r cta weather resistant, marine wade aluminum mechanism call bed the full release type, which allows for complete removal of the provision. The enclosure shall cu IOW the hinged top design with padlock provision. The enclosure shall cu low profile hinged top design with padlock Provision he enclosure shall below profile hinged top design with padlock allay 5052-1-32he construction with rectangular punngeddt for viewing and heat enclosure from its mounting base without within the eur tools. The handle controlling the hardware. The cover shall be securedmeasure to the concrete pad with chinless swel hardwares The cover shat be securedmeasure to the o42W'a Pad with stainless steel provision. The cover shall be secured easur to the concrete pad with stainless steel dissipation. The ver sure shall be ow profile hinged top design with s dlockSteel locking mechanism shall be mncealetl within the surface of the enclosure and provide heMware. The enclosure shell measure 30D" a hall x s ma and concrete I T hartlware. The enclosure call measure cloy x hall x s ma and concrete I T hardware. The enclosure shall measure c30lloy a hall x s ma and concrete pad Provision. The cover shall be secured to the concrete pad with stainless steel for aPum padlock Assem dimensions shall be all x UL 54' x 4". The enclosure shall be as manufactured by V.I T. dimensions shall be all x 54' x 4e The enclosure shall be as manufactured by V.LT. dimensions shall be 42" x 54" x 4e The enclosure shall be as manufactured by V.LT. hardware.mare. The enclosure shell measure 300" a hall x 30H° ant concrete pad 1.12 Pump Assembly shall include the following onion(s)'. Products, Inc. and shall be UL Listed and Approved Protluds, Inc. and shall be UL Listed antl Approved. Products, Inc. and shall be UL Listed and Approved. dimensions shall be 42° x 54" x 4°. The enclosure shall be as manufactured by V T. 1.12 Pump Assembly shall include the following option(s): 1.12 Pump Assembly shall include the following option(s)'. 1.12 Pum Assembly shall include the following option(s). Products, Inc. and shall m ULLlded ant Approved. o (VFDF) Where specified by the System Design Parameters, a Fuji Variable P Ste 1.12 Pump Assembly shall include the following option(s) Frequency Drive system to receive feedback signal from system mounted o (VFD) Where specified by the System Design Parameters, a Variable Frequency o (VFD)Where specified by the System Design Parameters, a Variable Frequency o (VFD)Where specified by the System Design Parameters, a Variable Frequency stainless steel pressure transducer, and in conjunction with internal software Z Drive system to receive feedback signal from system mounted Stainless steel Drive system to receive feedback signal from system mounted stainless steel Drive system to receive feedback signal from system mounted stainless steel ❑ (VFD)Where specified by the System Design Parameters, a Variable Frequency driven PID control loop maintain customer adjustable constant system discharge 0 pressure transducer, and in conjunction with internal software driven PID control pressure transducer, and in conjunction with internal software driven PID control pressure transducer, and in Conjunction with intemal Software driven PID control Drive system to receive feedback signal from system mounted stainless steel pressure by varying the speed of the pump in response to varying system load. M loop maintain customer adjustable constant system discharge pressure by varying loop maintain customer adjustable constant system discharge pressure by varying pressure tanstlucer, and in conjunction with internal software driven PID control P3 loop maintain customer adjustable constant system discharge pressure by varying 1.13 The services d a facto re esentrave or trained service professional shall be made Of the speed d the pump in response to varying system load. the speed of the pump h response to varying system load. Imp maintain a pump i response constant system discharge pressure by varying ry Pr P L-1 the speed pf the pump in response tp varying system loetl. the speetl of the pump in response b varying system loadavailable on the job site to check installation and perform the startup and instruct the Do 1.13 The services of a facto representative or trained Service professional shall be made 1.13 The services of a facto re re�en tative or trained service professional shall be made operating personnel. A Startup report containing voltage antl amperage readings, factory P P factory P P 1.13 The services a a factory representative of na rid service he startup shall tr made p available on the job site startup check port cont and perform the startup and it eadi the available on rso jab site startup aleck installation and pertorm the startup and instinct the available on the job site startup check installation and perform the startup and instruct the 113 The services of a factoryrepresentative check Installation of trained service professional shall tr merle suction and discharge pressure submitted the O ed flow mMitions, and general � operating personnel. A startup report containing voltage and amperage readings, operating personnel A startup report containing voltage and amperage readings, available on the job able to check instalation and perform the startup and instruct the operating characteristics shall be submitted to the Owner. operating personnel. A startup report containing voltage and amperage readings, p O suction and discharge pressure bmites, estimated flow conditions and general suction and discharge pressure readings, estimated flaw cenddions, and general suction and discharge Pressure readings, thO%estimated flax conditions, antl general operating personnel. A stertur report containing voltage and amperage readings, 1.14 Two sets of operating and ds maintenance manuals shall on nos provided to the owner atter IY operating characteristics shall be submihed to the Owner. operating characteristics shall be submitted to the Owner. operating characteristics shall be submitted to the Ownee suction and discharge pressure readings, estimated Flow ceMttions, and general startup and shall include pads manuals for major cemponerlts, performance curve for O 1.14 Two Sets of operating and maintenance manuals shall be provided to the Owner after 1.14 Two sets of operating and maintenance manuals shall be provided to the Owner after operating characteristics shall be submitted to the Owner. pump, general sequence of operation, and aledncal schematic for control panel. Pe 9 Pro Pe 9 Pr 1.14 Two sett of operating and maintenance manuals shall on nos provided to the Performance cur after startup and shall indutle parts manuals for major components, ce control Ste curve for p m p, and shall include parts manuals for major components, r contrsnce curve far startup antl shall include (Sits manuals for major l Eche atic rwormlpacurve for 1.14 Two sets of operating and maintenance manuals shall o nos,Provided to the owner offer 1.15 The rase. y period shall be anon-posted period of 36 months from data d p pump, general Sequence of operation, and electrical schematic for control panel. pump general sequence of operation and Electrical Schematic for control panel. catlup and shall include parts manuals for major components, performance curve for mhase. pump general sequence OF non-jn, and electrical schematic for control panel. W W n 115 The wararlty period shall bearron-posted period d36 months from date of 1.15 The warranty Period shall bee non-prorated period of 36 months from date of pump, general sequence of operation, End eledncalschemalit fprcontrol panel. P.O. bx1313o SenUie Diego 92170 3130 National Ave. San Diegota 92113 1.15 The warranty period shall be a nonproraled penotl d 36 months from dated g Z pumhese_ Purchase purchase. 1.15 The warranty period shall be anon-prorated period of 36 months from date of Phone(619)232-]867• FAX (619) E32-1029 0 N p P.O. Box I31305an Diego CA 92170-3130. 1695 National Ave. San Diego CA 92111 p purchase. Represented by: Green Product Sales•(949)584-7311•gps10@earthlinknet Z P.O. Bax 13130 San Diego CA r2170 3130-1695 National Ave.San Diego CA 91210 P.O. Box 13130 San Diego CA W170-3130.1695 National Ave. San Diego CA 92113 Q Phone(619)232-7867• FAX(619) 232-3029 Phone(619'232-7867•FAX(619)2123029 Phone(619)232-7867•FAX(619)2323029 P.O. Box 13130 San Diego CA 921903130.1695 National Ave. San Diego CA 921H ti Represented by:Gran Product 6e1¢•(939)584-7311 •gpa10@eanhlinknet Represented by Green Protest Sales•(949)584-7311 •UsIO*eartMmknet Repreaeuted by Green Product Sales•(949)584-7313 •"dOCwearthl round Plane(619)232-7867 •FAX(619) 2323029 Q p Represented! by. Green Product Sales•(949)504-7311 •g(ss10(dearlMink.nel p ' Of Q ^ p O Z W Ld Q n D3N 'i NOTE: WIRE SIZING SCHEDULE PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE SOLID LL M } O COPPER WIRING FROM ELECTRICAL PANEL TO PUMP PANEL ONE GAUGE LARGER THAN RECOMMENDED BY H WIRE SIZING CHART. Z Z Z 3 DUAL OI$TWICE FRat$ERVICE PAHELTO MOTOR(Induaing Vctlml pl#en[¢) O O VOLT HOME REMENT end DUAL CpP1mmm AWMWUM wInE F with U Of POWER roSE BREAKER Q W #12 #10 1 J8 f6 a4 #2 #8 f6 Yf a2 dD J } WHIP W AMP 15 AMP lib FT 201 FT 3219 50917 811 FT 1298 R 195 R 30 R 492 IT 793 Fir H 0 CO J IM Q a Z 1/2 HP IS AMP 20 AMP 92 Fi 148R 2369 374 Fr 5968 Me FT 143 FT 227 no 361 IT 5]5R (� 0 O 3/4 XP 20 AMP 25 AMP 65 e a 105 FT 1679 265 FT 423 FT 672 FT 101 FT 161 FT 256 FT 4011 FT w U � loss CIL Z 1 MP 25 AMP 30 AMP Wer' 144 n 329 FT MS FT 5]9 FT BJ FT 139 FT 231 FT 352 FT D- W 1-1/2 He 30 AMP CO AMP 729• 1159 183 PT 292117 4639 JO PT 1119 1]]R 282 PT a 2HP 30 AMP 50 AMP 609• %9 1529 2438 386 MY 589 929 147 MY 2359 I ]/3 XP 5.6 AMP 15 AMP 95" Nog 12659 20369 3246 FT SIM 9 7819 123]9 1960 FT 31U9 H 3 a 1/2 NP DAMP 15 AMP 3J1 FT 5929 9449 11969 23858 3J8]9 5739 9199 1K69 23039 W W Lf HP to AMP 15 AMP 26317 4209 6709 10629 16939 26899 4079 6459 10218 1635 Fir W Z U Z 230V 12 12 AMP 15 AMP 2219 3629 5]89 916 F7 14619 23199 3519 5569 NSff MIT 14109 (� -I Z Z Z ]-t/2 XP IS AMP 20 AMP lB1 FT ry09 f629 ]33 FT Il6a FT 18559 2819 4f59 JUB FT ]1289 x,,sA 126 LZ[J O 2HP 20 AMP cAMP 151 Fr• 2419 3059 631 Fr 974FT 15469 234F 3n9 590 Fr 9w Fr Flv7 CAPE & IRRIGATION d' a 3MP i5 M1P 35 AMP ]]O9• 2R9 4319 6B]R 14919 ]659 2629 4168 6639 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 11/14/2017 SMP QNAP ED AMP 1639 261 Fir 417 IT Wa Fn 1599 2538 403 FT 00 Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. TJR CONSTRUCTION - 9/28/17 DATE ILL 0 OL LoD11 " ��T NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. NOMM SHEET NO. N n o Z � JJ VVII WORK CONTAINED WITHIN THESE PLANS oDSCAPE CIVIL IP# 050171 , 050172, 050173 o SHALL NOT COMMENCE UNTIL AN go s Pbu11 °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-4 d U a DML ENCROACHMENT PERMIT AND/ORA ,�" o :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE W TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 u2 = p p N BEFORE „ DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N [6\V\ j you DO YOU DIG sig�m.. 619-294-8484 0 &"'•°l Iwoa 1 /3°/'01] � FAX 619-574-0626 SPRING MOUNTAIN ROAD. STOCKYARD ROAD AND SPRING STE= o z O Repdmtelmdaope OrchAeclsi9qring these plmsisr onsible for assuring 's 9/28A7 M� IRRIGATION PUMP SPECIFICATNONS 260E 70 SHT n d U TOLL FREE I-800-227-2600 the ocmmcymdaceptobliilyol Nedesphamn. In Neemlafdisrepmdes 2� ml. �N LANDSCAPE e OL < A PUBLIC SERVICE BY arising ofacmnoyapproal adumgarromdbn,the private lall aided KARH BY DALE IPPR. DALE Af OF )l ARCHITECTS ARCHITECTS SCALE: FOR: W.O. COUNTY �] �J d Q d UNDERGROUND SERVICE ALERT shop be respmsde lar detaminng m mopid9e solution and lensing the plansfor ENntER MlNt1NS COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H: V KB HOME COASTAL, INC. FILE NO. 963-YY - o roMb the earl . PUMP DETAILS: a a ¢ 42 }- Yar Q n 11 11 5 5 Zl 0 \ 4 6 sLD v \ 0 o 0 t o 4 ¢ r o o r � 0 Go 0 E0 z I 1 z 0 ® ® B p a O 40• 4a• ❑ � N ULJ b F exp m N 6 / Ll 6 B /Q9 N C U Z - • � a o o b a o ¢ Z o = p < � � b • J Z Of p� �l 1.CLOSE-COUPLED END SUCTION CENTRIFUGAL i SEH. IOS 304 STAINLESS STEEL, INCH. ¢ ¢ PUMP,CAST IRON BRONZE FITTED,BACK PULLOUT 8. 150#ANSIRATEDSTAINLESSOUTPUTFLANGE. I m O_ DESIGN,MECHANICAL SEAL,ODP MOTOR. 9.FABRICATED STRUCTURAL ALUMINUM BASEPLATE QD 0_ W 2.NEMA 4 ENCLOSED CONTROL PANEL,WITH 10.4-6INCHCONCRETE PAD,ASTMC-NEACI STD. N O 0 1.VERTICAL MULTISTAGE STAINLESS FITTED IO.INLETANDOUTLETMING L VERTICAL MULTISTAGE STAINLESS FCITED 10.INLET AND OUTLET PINING CIRCUIT BREAKER,MAGNETIC STARTER,HOA 318-83 DESIGN MIX,2500 PSI RATED.PAD DIMENSIONS CENTRIFIJGALPUIN 11.90 DEC.ELBOW. CEFMUTUGAL PUMP. 11.90DEGELBOW. SWITCH,AND COMPONENTS FOR AUTOMATIC SHALL BE 42••X 54" F ZO Z 2.NEMA 4X SIMPLEX CONTROL PANEL FOR 12.MALE ADAPTER 2.NEMA 4X SIMPLEX CONTROL PANEL FOR 12.MALE ADAPTER BOOSTER PUMP CONTROL. 11.DISCHARGE PIPE(BY OTHERS) > U Z AUTOMATIC OPERATION. 13.CONCRETE THRUST BLACKS OR JOINT RESTRAINT. AUTOMATIC OPERATION. 13.CONCRETE THRUST BLOCKS OR JOINT RESTRAINT. F MARINE GRADE ALUMINUM ENCLOSURE,TOP 12.COMPANION FLANGE CONNECTION. O Z 3. STAINLESS I/4 TURN BALL VALVE 14.46 INCH TRICK CONCRETE PAD,ASTM C-94,ACI 3.STAINLESS I/4 TURN BALL VALVE 14. E6 INCH MICK CONCRETE PAD,ASTM C-94,ACI HINGED DESIGN WITH VENTING. 13.THRUST BLOCK OR JOINT RESTRAINT(BY OTHERS) y ¢ 4.FLOW SWITCH-TINERMAL DISPERSION STD 318-83 MIX,2500 PSI RATED. 4.FLAW SWITCH-THERMAL DISPERSION STD 318-83 MIX,2500 PSI RATED. 4.CAST IRON ELASTOMER LINED FULL LUG WAFER 14.M,UNPOWERC0NDUIT. W N d 5.2 INCH TYPE 304 STAINLESS STEEL. PAD DIMENSIONS SHALL BE 42••X 54". 5.2 INCH TYPE 304 STAINLESS STEEL. PAD DIMENSIONS SHALL BE 42"X54". STYLE BUTTERFLY VALVE. 15.IRRIGATION CONTROLLER SIGNAL CONDUIT. _ ¢ v 6. STAINLESS FLANGE. 15.MAIN POWER CONDUIT. 6.STAINLESS FLANGE. 15.MAIN POWER CONDUIT. 5.PRESSURE GAUGE,212"DIAL,LIQUID FILLED, IN CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL ].PRESSURE GAUGE,LIQUID DAMPENED. 16.IRRIGATION CONTROLLER SIGNAL CONDUIT Z PRESSURE GAUGE,LIQUID DAMPENED. 16.IRRIGATION CONTROLLER SIGNAL CONDUIT- STAINLESS CASE,O-200 PSI. INLET AND OUTLET PIPING. p 0 N S.MARINE GRADE ALUMINUM ENCLOSURE,HINGED IFAPPLICABLE 8.MARINE GRADE ALUMINIUM ENCLOSURE,HINGED HAPPLICABLE 6.FLOW SWITCH,THERMAL DISPERSION, 150 PSI Z WW TOP. 17.CONTRACTORS RESPONSIBILITY TO PROVIDE. RATED. TOP. U.CONGRACIOR'8 RESPONSIBILITY TO PROVIDE. J >O H 9. STRUCTURAL ALUMINUM BASEPLATE. 9.STRUCTURAL ALUMINUM BASEPLATE. Of 0 a OL a BARRETT ENGINEERED SUE °"° NO fPRIN$ NOVNiRW � JR $959$ PCC Q$$ $) ON BARRETT ENGINEERED S"' °w` „ RPRIM$ NOONCA�N RNNC)I JR 29;99 �$ WN PNC 5) FEV BARRETT ENGINEERED SIZE °" H $$ �f$$ASN RANCH 5� JR SCO n� PUMPS Sue SI ier-o-aa.9 PUMPS SOO SHEU IW- -z.4.° PUMPS SHEI - -2.d.9 Approved Electronically As a TIFF Mylars do not Exist 4 6 r am ❑ ❑ ❑ ❑ ❑ ❑ O 4 ® ❑ 8 b 6 > 0 0 s 3 � E El Lun B Oi z 0 0 0 F0 N4 z C) ^ 4 0 W W ~ } O ri LCLOSGCOIRLED END SUCTION CENTRIFUGAL ].SUE. 1030STAINLESS STEEL,2 MCH. z I- PUMP,CAST IRON BRONZE FITTED,BACK PULLOUT S. 150 ANSI RATED STAINLESS OUTPUT FLANGE. Z Z \ DESIGN,MECHANICAL SEAL,ODP MOTOR. 9.FABRICATED STRUCTURAL ALUMINIUM BASEPLATE - Z 3 2.NEMA 4 ENCLOSED CONTROL PANEL,WITH 10.4-6 INCH CONCRETE PAD,ASTM CA4,ACI STD. O O O CIRCUIT BREAKER,MAGNETIC STARTER,HOA 318-83 DESIGN MIX,2500 PSI RATED.PAD DIMENSIONS F N U SWITCH,AND COMPONENTS FORAUTOMATIC SHALL BE 42"X54". ¢ YJ) W BOOSTER PUMP CONTROL. 11.DISCHARGE PIPE(BY OTHERS) 1.CLOI&COUPLED CENTRIFUGAL PUMP, 5. STAINLESS UNION ADAPTER. Fm J 3. MARINE GRADE ALUMINUM ENCLOSURE,TOP 12.COMPANION FLANGE CONNECTION STAINLESS STEEL FrITED. 6.PRESSURE GAUGE,LIQUID DAMPENED. HINGED DESIGN WITH VENTING. 13.THRUST BLOCK OR JOINT RESTRAINT(BY OTHERS) 2.NEMA 4X SIMPLEX CONTROL PANEL FOR ].OMIT U O 4.CAST IRON ELASTOMER LINED FULL LUG WAFER 14.MAINPOWERCONDUEL AUTOMATIC OPERATION. R MARINE GRADE ALUMINUM ENCLOSURE U STYLE BUTTERFLY VALVE. 15.IRRIGATION CONTROLLER SIGNAL CONDUIT. 3.STAINLESS I/4 TURN BALL VALVE MEASURES NI X 30"LX32"H W V O_ Z 5.PRESSURE GAUGE,21 Q'•DIAL,LIQUID FILLED, 16.CONTRACTORS RESPONSIBILITY TO PROVIDE ALL 4. 135 INCH TYPE 304 STAINLESS STEEL. 9. STRUCTURAL ALUMINUM BASEPLATE O_ W STAINLESS CASE,O-200 PSI. INLET AND OUTLET PIPING. IO.QUIMPADSUPPORTPAD ¢ 6.FLOW SWITCH,THERMAL DISPERSION, 150 PSI I H RATED. Z v w BARRETT ENGINEERED SIZE OM' H 31% 04 11 AR 295 POC HN IPOC $) w� BARRETT ENGINEERED s ° SPRING NC-0NfAIN RHVCH HI 1959N 9 REV 0 z z PUMPS u SHEET UHYF-Q.4.g PUMPS CSA 126 z ¢ o :2 LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 11/14/2017 c3 W D iI I�C74 /S0 Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 LoII " " �T NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. @MOW HEET No.> o zdS ��JIJJ VVII WORK CONTAINED WITHIN THESE PLANS KNDSCAPE CIVIL IP# 050171 , 050172, 050173 O < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s Pnu uAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-5 d U a DIAL ENCROACHMENT PERMIT AND/ORA ,�" o :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE W TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 HJ = 0 N BEFORE „ OATS BEFORE z LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N U > U YOU DIG YOU DIG 619-294-8484 0 &""°' °°""'/'°/'01T FAX 619-574-0626 SPRING MOUNTAIN ROAD, STOCKYARD ROAD AND SPRING STR=7 o z O IDe priwtelmdanpe archAecls ring @ese plmsisr onsibk for assuring s yAY8A7 �M IRRK3ATION PUMP DETAILS 270E 70 SHT n ¢ [C U TOLL FREE I-800-227-2600 the ocamcymd9asptobdityol Nedes Inhereon. In Nenutddishmepards �� Dote �� 1ANDSCAPE e 2- Of A PUBLIC SERVICE BY arisng aNR wnlyapproM or dung c9nsWclbn,Ihepriwtelmdmape atllited (LARK BY DATE N".. DATE tf OF CALXFDF ARCHITECTS SCALE: FOR: W.O. COUNTY d ¢ (L UNDERGROUND SERVICE ALERT shall berespmsNelardetelminndmoccWlahlesolutionandrensinBtheplansfor TENNp6 ODJNIY CERT N0 . 3781 , EXP 11/2017 DATE: H: V' KB NORF coasuL, INC. FILE N0. 963-YY III b the cant . ENCINIM LANDSCAPE WATER USE CALCULATIONS : a a Q > N < O H � z d Riverside County Ordinance 859 Landscape Water Use Calculations Riverside County Ordinance 859 Landscape Water Use Calculations Riverside County Ordinance 859 Landscape Water Use Calculations Riverside County Ordinance 859 Landscape Water Use Calculations Riverside County Ordinance 859 Landscape Water Use Calculations LJ we Project Type Recycled Project Type Recycled Project Type Commercial Project Type Commercial Project Type Recycled SMR PHASE 2 - TRACT 29598, -1, -2 (POC #1 /QM) SMR PHASE 2 - TRACT 29598, -1, -2 (POC #2 /XM) SMR PHASE 2 - TRACT 29598, -1 , -2 (POC #3 / CI) SMR PHASE 2 -TRACT 29598, -1, -2 (POC #4 / DI) SMR PHASE 2 -TRACT 29598, -1, -2 (POC #51 Will Q an ETo allowance D.]9 Us allowance 0.45 EToallowance a" ETo allowance a" ETo allowance W 0 G Applicant to use drop down menus in cells that indicate a mention to descbbe each hydrazone. Applicant to use drop don menus In calla that indicate a selection to describe each hydrozane. Appicant to use drop down menus in cella that Indicate a selection to dembi each trydroeone. Applicant to use drop down menus in cells that indicate a selection to describe each hydrotare. Applicant to use time down menus in cells that indicee ta selection to describe each Mrozo tlme N . N_ Z Where madam, apcbent to enter project specific information. Whole INPUT'is shown, applicant to enter project specific irRonneation. Whom shown. applicant to enter project specMc latera on. Where shown, applicant to enter project specific information. Where show, applicant to enter project specific infomlalion. Fa Q Please note that spoo etl Unmulas Mil reflect as react'or as an error mol selections are completed Please note that emb9WMformulas Will reflect as tine'or as an error until selections are complaint Please note that emMMal barrel will all as lase'or ce an arta until seledbeds are consisted. Please note that emudtlded formulas sell reflect as Yslae'or as an error until Teachers are completed. Please note that embedded formulas will reflect as Yalse'or as an error unlit selections am conmeted Q n r Q 1 Maximum Annual Water Allowance (MAWA) 1 Maximum Annual Water Allowance (MAWA) 1 Maximum Annual Water Allowance (MAWA) 1 Maximum Annual Water Allowance (MAWA) 1 Maximum Annual Water Allowance WAAVIA) Z INPUT the total square footage of landscape= 93.452 S.F. INPUT the wtal scenefootage of landscape= 155.]01 5.F. INPUT the total square foolare of landscape= 3,138 SF. INPUT the total square bouse W landscape= 3,182 S.F. INPUT the total square footage of landscace= 85,631 S.F. W ac Q INPUT the Hisl. ETC Mihe area 55.3] INPUT the Hist ETo for mearea= 55.3] INPUT me Hist ETo fortlwarea= 56.3] INPIR the Hlat. ETo for the area= 58.3] INPUT the Hiat. ETo for we area = 553] 0] n } MAWA= 3a Usso be ft Yr WAWA, 80,368 cufllYr MAWA= 0.588 cuRl Yr MAWA= 6,690 cu IT Yr MAWA= 2810,0710tuft/Yr Z z Z2 EsMbtl Annual Water Use (EAWU) 2 Es[irre[etl Annual Water Use IEAwu) 2 Estirre[etl Annual Water Use (EAWU) 2 Estimatetl Annual Water Use (EAWU) Z � 2 Estimated Annual Water Use (EAWU) [in Oaat OU W Plain Type Weser Uas Plant TYDe Water Use Plant Type Water UW Plant Type water Uses PIaMType Weser Use Q W ~ Hydrazone Al Pont Factor 0.2 Sxuoa/Graraawr Lax Hydrazone Ni PWM Factor= 0.2 Smrbs/Grwrpmw- Lav Hytlrozme 0l PlantFactor= 0.2 smues/Gttvmhoar lar Hydrozone Fa0.2 Sxuea/GraMrow Law �/; Hytl NPUT al Plant w= 0.2 Shrubs/c,amdaow. to F b m IINPUT Square Fool Brea WHytlrozone= 1]4,616 INPUT Square Foot Area WHytlrozone=OO INPUT Square Fact AM of Hytlrozone=0 INPUT INPUT Ge Square FOM Area oifydrozane= 43,OBB fn Q Z NPUT Square Fool Area of Hydrozone= 40,303 W O J C Hyndwone Impel Efficiency= 0.75 Ria Hydrazone ImlAWU Efficiency 0.75 /war Hydrazone I Emisdu Efficiency OJS Rmv Hytlrozane IEAVVU Efioenry= beA oma- Hytlrozone I EAWU Eificienry = OJS ABw EAWU= 5o,21fi aftlyr EAWU= 21],588 cuff/yr EAWU = Ocufllyr EAWU=Ocufllyr EAWU = 53,fi88 cuRlyr Of d Plard T7Pe Water Use Plant Type water Use Plant Type Water Ua Plant TTM Water the CIL. } Plant Type WaterUM Hydrozone 02 Plam Facto= 0.5 abemak Hydrozone 02 Plant Factor= 0.2 shores/Gmmeemwr Low Hydrozas a2 PIaMFaelor= 0.2 Svms/Gmmecaa Inca Hydrozone M2 Plant Factor= D.5 Smrea/Grmabm,w abeerak Q z Hydrozone a2 PlantFactor= 0.5 Shrrros/GmuMcowr hardware INPUT swam footage of hydrozpnm= 11.085 INPUT square Wage of hydrabone= 3.130 INPUT square Wage of hydi= 3,182 INPUT square Wine of hydrozgne = 42,542 EEC INPUT square Wage of hYdrozone= 53,149 O Hyd=one lmemon Eficiency= OAD ramserm Grp Hyimzone Initiation EMMency = 0.0 Pam Sourru Grip Hydrazone Initial EMtiency= 0.90 FentSeun Grp Hytirozone lmemon Elemenry = D.90 Hint Sounn Ono U ~ H Hydrozgne lrugation EMuenry = 0.90 R✓MSu2e Dnp EAWU= 28.714 do RIyr EAWU = 0258 be R l yr EAWU= 3.304 cuff Iyr EAWU= 110./29 mRl yr \ 3 z EAWU= 13],862 c lyr SubTotal EAWU= 246,340 cuff/yr Subl'ofsI EAWU= 3,258 cuff/yr SubTWal EAWU= 3,30.1 cult/yr SUbTAW EAWU= 164,117 cu ft yr Q U SubTWal EAWU= 188,178 of ft l yr Input Irrigation System Operation Facto 0.85 Input Indigence System Operation Facto 0.85 Input litigation System Operstbn Facto 0.85 Input Irrigation System Operation Facto 0.85 J I- Input Imigetion System Operation Facto 085 J Z Total EAWU • 289,812 Total EAWU= 3,833 TOWI EAWU = 3,687 Tobi EAWU = 190,079 QQ Total EAWU = 121,386 MAWA-EAWU= 317,654 tuft/yr MAWA.EAWU = 2,765 tuft/yr MAWA.EAWU • 2,803 be MAWA-EAWU = 68,991 cu ft/yr _ d MAWA- EAWU • &1,264 tuft/yr O w (this number must be pos8ive) (this number must be postive) ([his number must be posRrva) (this number must be positive) this O C ( number must be positive) ERCENTAGE OF WATER SAVED REIATNE TO MAX ALLOWED = 52% ERCENTAGE OF WATER SAVED R LAE IN TO MAX ALLOWED = 42% ERCENTAGE OF WATER SAVED REUMAT TG MAX ALLOWED = 42% PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 31% W ZO ZPERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 28% > z •Trees are net red to be listed ec a separate hymnal if underst lamed wird lams O U 'Trees are not requiretl to nd listed as a separate hydrazone if underetay is planted with plants •Trees are net required to W listed as a sermate hybrecome R undoodory is plantetl with plants requi pe y try is p •Trees are net required to Ire listed as a separate hydrazone if undmrstay is planted with planes O Q -Trees are rot required to he Bated as a separate hydroplane if untlermtay is planted with planta aqua g p already in equal g P y included In calculations Dan equal or higher pare fads, and amt areata already Included in calculations. of an equal or higher plats factor, and bat area is already included in calculations. Y Wen or higher lent tedder, and kat area is elnia induced in calculations. of an al or higher tool fodor, and foot area is alreatl U Wen equal or higher plats Wdop and bat area is already included in calculations. W N d I Q U p V Z W W NOTE: POC IS EXISTING,AREAS CURRENTLY BEING IRRIGATED FROM THIS J 0 POC HAVE NOT BEEN BEEN INCLUDED IN THE CALCULATION SHOWN ABOVE. SEE TRACT 29597 PLANNING AREA 1 CSA SLOPE LANDSCAPE PLAN SET AS PREPARED BY d d Q SITESCAPES. CIL Of a a Approved Electronically As a TIFF Riverside County Ordinance 859 Landscape Water Use Calculations Riverside County Ordinance 859 Landscape Water Use Calculations Riverside County Ordinance 859 Landscape Walter Use Calculations Riverside County Ordinance 859 Landscape Water Use Calculations Mylars do not Project Type Commercial Project Type Commercial Project Type Commercial Project Type Recycled Exist SMR PHASE 2 - TRACT 29598, -1, -2 (POC #6IVM) SMR PHASE 2 -TRACT 29598, -1, -2 (POC #7 1 TB) SMR PHASE 2 -TRACT 29598, -1, -2 (POC #8 / UM) SMR PHASE 2 -TRACT 29598, -1, -2 (POC 99 IBI) OAS ETDallowance 0.45 Us allowance 0.45 Us allowance 0.70 ETo allowance Applicant to use tlrop down menus in cells that indicate a selection to disclose each hydrozone. Appeal to use dmp down menus in cells that indicate a selection to depends double lrytlrozone. Applicant to use drop dden menus in cells Har lesions a selection to describe each hydrozme. Applicant to use tlrop tlpwn menus in cells that indicate a selection to describe each hytlmzone. Where"NPI1r'is shown, applicant to enter prefect specific Information. Where"INPUTis shown, applicant to enter orl specfic ireormaticn. Whoa"INPUT is shown, applicant to anter pmed specific information. Where"INPUT'is shown, applicant to enter project specific Information. Please note that ambedded formulas will reflect as Tense'or as an ender until selections are completed Please note that emudp'ded formulae will reflect as latae or as an error until selections are completed. Please note that embedded formulas will reflect as Tense'or as an error until selections are completed Please note that embedded formulas Mil reflect as Tatter or as an error until selections are completed 1 Maximum Annual Water Allowance (MAWAI 1 Maximum Annual Water Allowance (MAWA) 1 Maximum Annual Water Allowance (MAWA) 1 Maximum Annual Water Allowance (MAWA) INPUT the total square footage of Wesscal 95,59] SF. INPUT the total square footage of lantlscam= 156,131 S . INPUT the total square Wage of landscape= 108,886 SF INPUT the total square footage of landscape= 5.840 S.F. Z INPUT me Hist z for the area =1 56.3] INPUT the Hnt. ETo for the area 563] INPUT the Hist Lo for Ina area asci INPUT ell ETobrtwae 58.3] O 60 MAWA= 200,999 cuftlYr MAWA• 321,Zl0 cuftlYr MAWA= 229,W1 cuff/Yr MAWA• 19,12] cuftlYr ITT > 2 Es[irtabtl Annual Water Use (EAWU) 2 Estirm[etl Annual Wa[er Use (EAWU) 2 Es[irtMtetl Annual Water Use (FAWN 2 Eatureted AnnualWMer Use (EAWU) lL Pam Type water Use Plant Type Waterthe PlamType waterer Plant ryes water um p O Hydrozone al Plant Factor= 0.2 shuns/Gmimamw Lou Hydrozone 0l PlantFaolor= 0.2 Seuba/Gmeroror Low Hydrazone 0l Plant Fader= 0.2 Sxeoa/Gmuwkcwr Low Hydrazone 01 Plant Factor= 0.2 smrml/Gmurdawr Lw OINPUT Square Fact Area of Hydmzcm = 58,]55 INPUT Square Fool Arca M Hydrozone= 120928 INPUT Square Fact Area of Hydrozore= 83.256 INPUT Square Fact Area of HyBozone=O Hytlrozone Irigation Efficiency= 0.75 /mror Hydrozore bdgaoon EMciancy = 0.75 Rotor Hydrozone Irgation Efficiency = 0.75 Ri Hydwone Initiation Efficiency = 0.75 amo EAWU= 7/,453 cufllYr EAWU= 154,410 cuR/yr EAWU= ID3,]R aftlYr EAWU= OO cu fll yr Plant Type waitron Plant Type Water Use Pla at Type water Use Plard Type Water Uas w n Hydrozone a2 Plant Factor= 0.5 Shoes/Gro,xmnw stool Hydrozorre 02 Plant Factor= 0.5 shrugs/GrouMrowr abdmre Hydrazone a2 Plant Factor= 0.5 Snubs/Gmuwver Mbek Hydroplane a2 Plant Fella= 0.5 ameeek CZD O INPUT square Ways W hydmi 35,842 INPUT square adage W hydnoone= 32,2IX3 INPUT actual footage W hydrozons, 25,fi00 INPUT square Wage of hydrozone= 5,848 N 0 Hytlrozone Invention Efficiency= DEG /bwdowce Dnp Hydrozore I mgation EMcioncy = 0.90 MmSowa Dnp Hytirozone Iragation Efficiency = D.90 /tintsacci Dnp Hydnemne Imgation Eficency = DEG /dntSuraorp W ' Q EAWU= 93,03] cufllYr EAWU= BJ,591 cuR/yr EAWU= 68,452 aftl yr EAWU= 15.180 cuff/yr F ' 0 SubTWsI EAWU= 167,490 tuft/yr SubTotal EAWU= 238,001 tuft/M SubTWal EAWU= 170,224 of ftIyr SubTWeI EAWU= 15,180 tuft/yr Q Tlf� 0 Input Irrigation System Operation Facti 0.85 1 Input Irrigation System Operation Facto 0.85 Input Irrigation System Operation Factor 0.85 Input Irrigation System Operation Feb 0.85 0 0� Total EAWU= 197,047 Total EAWU • 280,001 Total EAWU= 200,2114 Total EAWU = 17,859 Q ^ MW -EW3, 52 tft/M0 MAWA- EAWU = 48,276 tuft/yr MAWA-EAWD = 28,671 of ftIyr MAWA-EAWU= 1,268 cub/yr W ZQ H (this number must be locative) (this number must be positive) (this number must be fool (this number must be positive) W < n Do 0 _J_ ERCENTAGE OF WATER SAVED RELATIVE M MAX ALLOWED = 2% ERCENTAGE OF WATER SAVED REIATNE TO MAX ALLOWED = 15% PERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 13% DERCENTAGE OF WATER SAVED RELATIVE TO MAX ALLOWED = 7% } O \ •Trees are not ep hY r is Planted with (ants Z required to be listed o¢a s ander tlrozaw Runtlersto P •Trees are net ordered to nd listed as a separate h dnoone if underst 'Trees are not required to be listed as a separate tlmzone Runewroto required to be listed as a Impunity bydrozore ifunderswry 'la planted with plants Zy oY is planted with plants M ry is planted with plants 'Trees are not Z J O Wanequal or higher plats Odor. and fact area is Nobody included In calculations. Wen equal or higher plant factor, and foot area is already indutletl in calculations. of an equal or higher plant boor, and foot area is already included In cakulatiwreof an equal or higher plant factor, and bot area is already included In calculations. O N O Of N m J I2 c Q Z 0 00 w U _J C_ z C_ w Q � s � H w 3 a w W w Z U 0 z a o CSA 126 W � - LANDSCAPE & IRRIGATION Z O 0 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK FOR CONSTRUCTION 9128/17 /' ^�i- � �/) ATE w oo a II \\�� IETI- IU1� 4/2017 WITHIN THE ROAD RIGHT-OF-WAY ONLY. N U IVT IIIA��///I///I (V11 fq J nV1<\l NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.E. No. 170025 P.P. No. Ebl�b� SHEET NO. In > O z WORK CONTAINED WITHIN THESE PLANS HNDSCAPf CIVIL IP# 050171 , 050172, 050173 O < r ^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN qb e ehilill °qe COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-6U a DIAL ENCROACHMENT PERMIT AND/OR A �" o x : �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, &ASN, SDEYARD AND SLOPE TWO WOMGNG GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 o NBEFORE OATS BEFORE s LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N U > U YOU DIG w YOU DIG $trace - 619-294-8484 0 Aaewl °a`P1I113IV'01, yFAX 619-574-0626 SPRING MOUNTAIN ROAD, STOCKYARD ROAD AND SPRING STFEL7 o z O H IDs priwtelmdsvpe arch6ec1 si9qnngiheat pmsis re.Wonsibk for assuring s 9/28/17 nM IRRIGATION WATER CALCULATIONS 280E 70 SHT n Q Of U TOLL FREE 1-800-227-2600 the ocamcymd meptabRity of Ne desgn heron. In the eml ofdeptica s LANDSCAPE a a < A PUBLIC SERVICE BT thing ofewnlyappfonal ordufngcar lion,the privatelmdsope edited MRK BY MII WPP. DATE Af OP eA`AFbQ ARCHITECTS SCALE' FOR: W.O. COUNTY L�] �J d Q d UNOERGROUID SERVICE ALERT shall be respmsble for determining m occeplablewilim and Tensing the play for ENf2EM IIN91M6 CO'JN1Y CERT N0 . 3781 , EXP 11 2017 DATE: H' V: by HOME COASTAL, INC. FILE NO. 963-YY a r9db lhecaanl . IRRIGATION RUN TIMES: a a Spring Mountain Ranch Phase 2 - QM (1 ) Spring Mountain Ranch Phase 2 - XM (2) Spring Mountain Ranch Phase 2 - CI (3) > N ESTIMATED IRRIGATION RUN TIMES FOR IRRIGATION ESTIMATED IRRIGATION RUN TIMES FOR IRRIGATION ESTIMATED IRRIGATION RUN TIMES FOR IRRIGATION F O SYSTEM RUN TIME SYSTEM RUNTIME SYSTEM RUN TIME < n WATER DAYS PER WEEK: 5 WATER DAYS PER WEEK: 5 WATER DAYS PER WEEK: 5 PLANT MATERIAL ATINITIAL INSTALLATION IFORREFERENCE ONL PLANTMATERIAL ATINITIAL INSTAL"TION FOR REFERENCE ONLY) PLANTMATERIAL ATINITIAL INSTALLATION FOR REFERENCE ONL w 1 Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Riverside JAN. FEB. MAR. APR. MAV JUN. JUL. AUG. SEP. OCT. NOV. DEC. Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. ~ Eto Avea epermonth 2.49 291 4.16 5.27 5.94 856 7.22 6.92 5.35 4.05 2.94 2.58 EM Average rmonth 2.49 2.91 4.16 5.27 5.94 6.56 7.22 6.92 5.35 4.05 2.94 2.56 EM Aera a per month 2.49 2.91 4.16 5.27 5.94 6.56 7.22 6.92 5.35 4.05 2.94 2.56 Ero Avere a erda 0.080 0.104 C.134 0.176 0.192 0.219 0.233 0.223 0.178 0.131 0.098 0083 IEWAverageimordayll 0.080 1 0.104 1 0.134 1 0.176 1 0.192 1 0,219 1 0,233 1 0,223 1 0.178 1 0.131 1 0.098 1 0.083 I Ero Asea a perda 0,080 1 0.104 1 0.134 0.176 1 0.192 1 0,219 1 0,233 1 0,223 1 0.178 1 0.131 10098 0083 n 11 RTMAYRT/DAV RTIDAY RT/DAV RTMAYRT/DAV RT/DAY RTMAYRTMAY RT/DAV RT/DAV RVDAY RT/DAY RT/DAY RUDAY RT/DAY RT/DAV RT/DAV RT/DAY RT/DAY RT/DAY RT/DAY RT/DAY RT/DAY RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV Z STA. SVSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. STA. SYSTEMTYPE PLANTTWE GPM JAN. FEB. MAR. APR. MAV JUN. JUL. AUG. SEP. OCT. NOV. DEC. STA. SYBTEM TYPE ah AUG.O12 Point-to-Point Dd Shrub L 16 118 23.1 29.8 39.0 428 486 518 498 39.8 290 218 18.4 1 Point-n-Poir i Shrub M 10 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 1 Bbbler 3 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.] 1.4 1.0 0.8 0.6 13 Point-to-Point Dd Shrub . 15 17.8 23.1 29.8 390 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 2 Rotor Slrub L 19 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 2 Poi nt-b-Point Dd 6 1].8 23.1 29.8 39.0 426 486 51.6 49.6 396 29.0 21.8 18.4 14 Rotor Shrub L 21 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 3 Rotor Shrub L 12 16.1 20.8 26.6 35.1 38.3 43.7 46.6 44.6 35.7 26.1 196 16.5 3Burbler 2 0.6 0.8 1.6 1.4 1.5 1.7 1.8 1.] 1.4 1.0 0.8 0.6 p 15 Rohr Shrub (L 25 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 26.3 17.8 13.6 11.3 4 Rotor Slrub L 21 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 4 Point-b-Point Dd 5 17.8 23.1 29.8 39.0 426 486 51.8 496 39.6 29.0 21.8 18.4 U 16 Bubbler Time M 17 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 5 Rotor Strub L 17 16.1 20.8 26.8 35.1 38.3 43.7 48.6 44.6 35.7 26.1 19.6 16.5 Q 17 Rotor Shrub . 28 11.0 14.2 18.3 24.0 26.1 29.8 318 30.4 24.3 17.8 13.4 11.3 6 Bubbler Tree M 27 0.9 Ti 1.5 Is 2.1 24 2.5 2.4 19 14 1.1 0.9 TOTAL MINUTES PER DA 36.94 47.80 61.72 80.80 86.13 100.58 107.12 102.67 82.02 60.09 45.07 37.98 D Of Z 18 Bubbler Tree L 19 0.9 1.1 1.5 1.4 2.1 2.4 2.5 2.4 1.4 10 1.1 0.9 ] Rotor Struts L 17 16.1 208 26.8 35.1 38.3 437 46.6 44.6 35.7 26.1 196 i8S TOTAL HOURS PER DA 082 080 103 135 147 188 179 171 13] 100 075 083 w 4 19 Bubbler Tree L 2 0.6 0.8 1.0 1.4 15 1.7 1.8 1.7 1.4 1.0 0.8 0.6 8 Rotor Struts L 17 16.1 208 26.8 35.7 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 0] rj 20 Point-to-PbiMDd Shrub L 5 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 9 Rotor Shrub L 17 18.1 208 288 35.7 383 437 48.8 44.6 35.7 28.1 196 185 ESTABLISHED PLANTMATERIAL FOR REFERENCE ONL } 21 Point-to-Poin Dd Shrub L 17 17.8 23.1 29.8 39.0 42.6 46.6 51.8 49.6 39.6 29.0 21.8 16.4 10 Rotor Snub L 17 16.1 20.8 26.8 35.1 38.3 43.7 46.6 49.6 35.7 26.1 19.6 16.5 Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. z 22 Bubbler Tree L 3 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 11 Rotor Shrub L 17 16.1 208 268 35.7 38.3 437 468 44.6 35.7 26.1 196 165 z z Eb Avera a er mordh 2.49 2.91 4.16 5.27 594 6.56 7.22 6.92 5.35 4.05 2.94 2.56 Z 23 Point-t Poin Dd Shrub - 11 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 296 21.8 18.4 12 Rotor Snub L 35 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 Eto Asea a per tla 0080 0.104 CASA DATE 0.192 0219 0233 0223 0.178 0.131 0098 0.083 O O 24 Robr Shrub . 33 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 13 Rotor Shrub L 35 11.0 142 18.3 240 26.1 298 318 30.4 24.3 178 134 113 F R C) bj 25 Rotor Shrub L 40 16.1 20.8 26.8 35.1 38.3 43.7 46.6 446 35.7 26.1 19.6 16.5 14 Point- PoiroDd Stmb L 8 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 RTIDAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV < N w H 26 Rohr Shrub M 4 22.5 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 38.6 27.4 23.1 15 Robr Shrub L 7 16.1 20.6 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 MA J STA. SYSTEM TWE PLANTTWE GPM JAN. FEB. MAR. APR. MAV JUN. JUL. AUG. SEP, OCT. NOV. DEC. F 0 m N 27 Rotor Shrub M 6 22.5 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 36.6 27.4 23.1 16 Rotor Shrub L 7 16.1 20.8 268 35.7 38.3 437 46.8 446 357 26.1 19.6 16.5 1p 1 Burbler Tree L 3 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.] 0.6 0.4 0.3 0.3 to Q Z 28 Rotor Shrub M 9 22.5 29.1 37.8 49.2 53] 81.2 85.2 82.5 49.9 38.8 27.4 23.1 17 Rotor Shrub L 7 16.1 20.8 26.8 35.7 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 p point-to-Point Dd Sinnott.) 8 7.1 9.2 11.9 15.8 1].0 19.6 20.] 19.8 15.9 11.6 8.] ].3 3 G U O 29 Rotor Shrub M 25 15.3 19.8 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 18 Rotor Shrub L 21 11.0 14.2 16.3 24.0 26.1 298 31.8 304 243 17.8 13.4 11.3 w U 3 Bubbler Tree L 2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.] 0.6 0.4 0.3 0.3 30 Rotor Shrub M 28 15.3 19.8 25.6 33.5 368 41.7 44.5 42.6 34.0 24.9 18.7 15.8 19 Rotor Strub L 35 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 1].8 13.4 11.3 Q_ 4 Point-to-Probin Shrub L 5 7.1 9.2 11.9 15.6 170 19.4 20.7 19.8 15.9 11.6 8.7 7.3 D_ >- 31 Point-to-Poin un Shrub M 14 25.0 32.3 41.7 54.] 59.8 68.0 72.5 69.4 55.5 40.8 30.5 25.7 20 Rotor Shrub L 32 110 142 18.3 240 26.1 29.8 318 30.4 24.3 118 134 113 4 Z 32 Point-K-Poin Dn Shrub L 7 ITS 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 21 Rotor Shrub M 7 22.5 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 36.6 27.4 23.1 TOTAL MINUTES PER DA 14.78 19.12 24.69 32.32 35.25 40.23 42.85 41.07 32.81 24.04 18.03 15.19 p = O 33 Point-to-Point Dd Shrub L 75 17.8 23.1 29.8 39.0 42.8 48.8 51.8 49.8 39.6 29.0 21.8 18.4 22 Rotor Shrub M 9 22.5 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 36.6 274 23.1 TOTAL HOURS PER DA 025 0.32 0.41 0.56 0.59 0.6] 0.71 0.68 0.55 0.40 0.30 0.25 U 34 Point-to-point Dd Shrub M 15 256 0.8 417 1.4 T5 8 .7 ] .8 fi .7 5 .4 40.6 3 .8 2 .6 23 Rotor Shrub M 7 225 29.1 316 492 53.7 612 852 62.5 699 386 214 23.1 � 3 W 35 Bubbler Tree L 6 0.6 0.8 1.0 1.4 15 1.7 1.8 1.7 1.4 1.0 0.8 0.8 24 Rator Shrub M 21 15.3 19.8 25.6 33.5 35.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 Q U g 36 Bubbler Tree M 3 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1A 1.1 0.9 25 Bubbler Tree M 27 0.9 1.1 L5 IS 2.1 24 25 24 19 14 1.1 0.9 37 Point-to-Pbin Dn Shrub M 2 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 26 Rotor Shrub M 18 15.3 19.6 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 Q 4 38 Point-to-Point Did Shrub M 4 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 27 Bubbler Tree M 17 0.9 1.1 L5 IS 2.1 2.4 2.5 24 19 IA 1.1 CA _ d 39 Bubbler Tree M 3 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1A 1.1 0.9 28 Rotor Shrub M 21 15.3 19.8 25.8 33.5 38.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 (D p 40 Bubbler Tree M 2 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 IS 1A 1.1 0.9 29 Robr Shrub L 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 Spring Mountain Ranch Phase 2 - DI (4) w 41 Point-to-Point Dd Shrub(M 7 25.0 32.3 41.7 54.] 59.6 68.0 72.5 894 55.5 40.6 30.5 25.7 30 Rotor Struts(L 32 11.0 16.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 ZO Z 42 Bubbler Tree L 3 0.6 0.6 1.0 1.4 1.5 1.7 1.8 17 1.4 1.0 0.8 0.6 31 Robber Shrub L 39 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 ESTIMATED IRRIGATION RUN TIMES FOR IRRIGATION > U Z 43 Point-to-Point Did Shrub L 14 17.8 23.1 29.8 39.0 42.6 48.6 518 496 39.6 29.0 218 18.4 32 Rotor Shrub L 35 11.0 14.2 183 24.0 26.7 298 318 306 243 178 134 11.3 SYSTEM RUNTWE O 0 Z 44 Bubbler Tree L 6 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 33 Point-' PoiroDd Shrub M 9 25.0 32.3 41.7 54.] 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 WA HER DAYS PER WEEK: 5 Y 4 45 Point-K-Point Drip Shrub M 11 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 257 34 Rotor Shrub L 7 16.1 208 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 196 165 PLANT MATEft1AL ATINITIAL INSTALLATION FOR REFERENCE ONL U y J Q d 46 Point-to-Point Dd Shrub L 11 118 23.1 29.6 39.0 428 48.8 51.8 498 39.8 290 21.8 18.4 35 Rotor Strub L 7 18.1 20.8 28.8 35.1 38.3 43.7 46.6 44.6 35.7 28.1 19.6 18.5 Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. 47 Bubbler Time L 4 0.6 0.6 1.0 1.4 1.5 1.7 1.8 1.7 1.4 10 0.8 0.6 36 Rotor Shrub L 7 16.1 208 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 Eto Awry a ermonth 249 291 4.16 527 594 6.56 722 692 5.35 405 294 2.56 U D W 37 Point-WPP Nor Strub L 16 1].8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 184 Eb Asea a erda 0.080 DANS 0.1M 0.176 0.192 0219 0.233 0.223 0.178 0.131 0.098 0.083 Z > U TOTAL MINUTES PER DA 48180 82340 804.94 1053]1 1149.361311.64 139].04 1338.991069]1 ]8386 58].84 495.35 38 Rotor Shrub L 35 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 d 0 U TOTAL HOURS PER DA 8.03 10.39 13.42 17.56 19.16 21.86 23.28 22.32 17.83 13.06 9.80 8.26 39 Rotor Strub(L 16 110 142 18.3 240 26.1 29.8 31.8 30.4 24.3 1].8 13.4 113 RT/DAV RT/DAV RTIDAY RTIDAV RT/DAV RTIDAY RTIDAY RTIDAY RTIDAY RTMAY RTIDAY RTIDAY d Q 40 Rotor Shrub L 23 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.5 35.7 26.1 19.6 16.5 STA. SYSTEM TWE PLANTTWE GPM JAN. FEB. MAR. APR. MAV JUN. JUL. AUG. SEP, OCT. NOV. DEC. 0- ESTABLISHED PLANT MATERIAL (FOR REFERENCE ONLY) 41 Rotor Shrub L 38 16.1 208 268 35.7 383 437 46.8 44.6 357 26.1 196 16.5 1 Poi nt-b-PoiMDdp Shnb (L) ] 1].8 23.1 29.8 39.0 42.6 48.8 51.8 49.8 39.8 29.0 21.8 18.4 Q d Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. 42 Bubbler Tree M 15 0.9 1.1 15 1.9 2.1 24 25 2.4 19 14 1.1 D.9 2 Bubbler Tree L 3 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.] 1.4 1.0 0.8 0.6 EW Average per month 2.49 2.91 4.76 5.27 5.94 6.58 7.22 892 5.35 4.05 2.94 256 43 Rotor Slrub L 34 16.1 208 268 35.1 38.3 437 468 44.6 357 26.1 198 165 Approved Eto Averageper tla 0.080 0.104 0.134 0.17fi 0.192 0.219 0.233 0.223 0.178 0.131 0.098 0.083 TOTAL MINUTES PER DA 16.47 23.90 30.86 40.40 44.0] 50.29 53.56 51.34 41.01 30.05 22.54 18.99 Electronically TOTAL MINUTES PER DAV 61228 ]9223 1022.931339.0] 1460.631666.851775.381701.61 1359.40 99588 74703 62950 TOTAL HOURS PER DA 0.31 040 051 0.67 073 0.86 0.89 088 0.68 0.50 038 0.32 As a TIFF RT/DAV RT/DAV R-/DAY RT/DAV RT/DAV RT/DAV RT/DAV RT/DAY RT/DAY RT/DAV RT/DAY RTIDAV TOTAL HOURS PER DAY 10.20 13.20 1705 22.32 2434 2718 29.59 2836 2286 1680 12.45 WAN Mylars de not STA. SYSTEMTWE PLANTTWE GPM JAN. FEB. AZAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. ESTABLISHED PLANTMATERIAL FOR REFERENCE ONL Exist 12 Point-to-Point Drip Shrub L 16 7.1 9.2 HS 15.6 170 19.4 20.7 19.8 ISIS 11.6 8.7 73 ESTABLISHED PLANTMATERIAL FOR REFERENCE ONL Rive on JAN. FEB. MAR. APR. MAV JUN. JUL. AUG. SEP. OCT. NOV. DEC. 13 Point-to-PbiM Drip Shrub J. 15 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Eb Afeaa er month 249 2.91 4.16 527 5.94 656 722 6.92 5.35 405 2.94 2.56 14 Robr Shale L 21 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 Eto Average rmonth 2.49 2.91 4.16 5.27 5.94 6.56 7.22 6.92 5.35 4.05 2.94 2.56 Eto Asea a er tla 0.080 0.109 0.134 0.178 0.192 0.219 0.233 0.223 0.178 0.131 0698 0.083 15 Rohr Shrub L 25 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 EW Average rda 0.080 0.104 0.134 0.178 0.192 0.219 0233 0.223 0.178 0.131 0.098 0.083 16 Bubbler Tree M 17 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.8 RVDAY RUDAY RT/DAY RT/DAY RVDAY RTMAY RTMAY RT/DAY RT/DAY RTIDAY RT/DAY RTMAY 17 Rotor Shrub L 28 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 RT/DAY RT/DAY RT/DAY RT/DAY RT/DAV RT/DAV RT/DAY RT/DAY RT/DAY RT/DAV RT/DAY RT/DAV STA. SVSTEMTWE PLANTTWE GPM JAN, FEB. MAR APR, MAY JUN, JUL. AUG. SEP. OCT. Ili DEC. 18 Bubbler Tree M 19 OB 0.8 1.0 1.4 15 1.7 1.8 1.7 14 1.0 08 0.6 STA. SYSTEMTWE PLANTTWE GPM JAN. FEB. MAR. APR. MY JUN. JUL. AUG. SEP. OCT. NOV. DEC. 1 Point-lo-Point Od Shnb L 7 7.1 9.2 11.9 15.8 17.0 19.4 20.7 19.8 15.9 11.8 8.7 7.3 19 Bubbler Time L 2 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.3 0.3 1 Poi M-o4'oiron Shrub M 10 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 16A 2 Bubbler Time L 3 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.3 0.3 20 Point-K-Point DIPShrub L 5 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 2 Rotor Shrub L 19 6.4 8.3 10.7 14.7 15.3 115 186 17.9 14.3 105 7.8 8.6 21 Point-to-Poirrri Shrub L 17 7.1 9.2 11.9 15.6 110 19.4 20.7 19.8 15.9 11.6 67 7.3 3 Rator Shrub L 12 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 TOTAL MINUTES PER DA 7.39 9.56 12.34 16.16 17.63 20.12 21.42 20.53 16.40 12.02 9.01 7.60 22 Bubbler Time L 3 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 DA 0.3 0.3 4 Rotor Shrub(L 21 6.4 8.3 107 14.7 15.3 115 186 17.9 14.3 105 7.8 Se TOTAL HOURS PER DA 0.12 0.16 021 027 029 0.34 036 034 027 020 015 0.13 23 Pointia Poin Shrub L 11 7.1 9.2 11.9 ISIS 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 5 Rator Shrub L 17 6.4 B.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 Z 24 Rotor Shrub L 33 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 6 Bubbler Trans M 27 (1 O.8 LO 1.4 15 17 1.8 17 14 1.0 (1 0.6 0 25 Rohr Shrub L 40 6.4 8.3 10.7 14.1 15.3 17.5 16.6 17.9 14.3 10.5 7.8 6.6 7 Rator Struts L 17 6.4 B.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 0 P9 28 Rotor Shrub M 4 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.8 16.5 6 Rotor Shrub L 17 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 W T 27 Rohr Shrub M 6 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 9 Rator Struts L 17 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 Be W > Go 28 Rotor Shrub M 9 16.1 20.8 26.8 SEA 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 10 Rotor Shrub L 17 6.4 8.3 10.7 14.7 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 29 Rohr Shrub(M) 25 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 11 Rotor Shrub L 17 8.4 8.3 10.7 14.1 15.3 17.5 18.6 179 14.3 10.5 7.8 6.6 30 Rohr Shrub M 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.6 13.4 11.3 12 Rotor Strub L 35 4.4 5.7 7.3 as 10.5 11.9 12.7 12.2 9.7 7.1 SS 4.5 p O 31 Point-to-Poir Dd Shrub M 14 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 13 Rotor Slrub L 35 4.4 5.7 7.3 9.6 10.5 11.9 12.7 122 9.7 7.1 5.3 4.5 Of 32 Point-t Point Drip Shrub - 7 7.1 9.2 11.9 15S 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 14 Point-oPoiroDd Strub L 8 7.1 9.2 11.9 15.5 17.0 19.4 20.7 19.8 15.9 11.6 8.7 ].3 O 33 Point-to-Point DripShrub . 15 7.1 9.2 11.9 1 S 17.0 19.4 20.7 19.8 ISIS 11.6 8.7 7.3 15 Robr Slvub L 7 6.4 8.3 107 14.7 15.3 17.5 186 17.9 14.3 105 7.8 6.6 34 Point-t -Point Din Shrub(M) 15 ITS 23.1 29.8 39.0 428 48.6 51.8 49.6 39.6 29.0 21.8 18.4 18 Rotor Shrub L 7 6.4 8.3 107 id.t 15.3 115 186 17.9 143 105 Te Se 35 Bubbler Tae L 6 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 CA 0.3 0.3 17 Rotor Shrub L 7 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 Be w n 36 Bubbler Tree M 3 0.6 0.8 1.0 14 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 18 Rotor Sinub(L 21 4.4 51 73 BE 10.5 119 127 12.2 97 11 5.3 6.5 Z G 3] Point-to-Point Did Shrub M 2 17.8 23.1 29.8 390 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 19 Rator Shrub L 35 4.4 5.7 73 9.6 10.5 11.9 12.7 12.2 9.7 ].1 5.3 4.5 N 0 38 Point-K-Point On Shrub M 4 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 20 Rotor Shrub L 32 4.4 5.7 7.3 9.8 IDS 119 127 122 97 7.1 5.3 4.5 O Z 39 Bubbler Tree M 3 0.8 0.8 1.0 14 15 1.7 1.8 1.7 14 1.0 08 0.6 21 Rotor Shrub M 7 16.1 20.8 26.8 35.1 38.3 43.7 48.6 44.6 35.7 26.1 19.6 16.5 ti Q 40 Bubbler Tree M 2 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 22 Rotor Shrub M 9 16.1 208 268 35.7 38.3 437 468 44.6 35.7 26.1 198 165 Q 41 Point-to-Point Did Shrub M 7 178 23.1 29.8 39.0 426 48.6 51.8 496 39.6 29.0 21.8 18.4 23 Rotor Shrub M 7 16.1 20.8 26.8 35.1 38.3 43.7 48.6 44.6 35.7 26.1 19.6 16.5 Of 42 Bubbler Tree(L) 3 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 OB DA 0.3 0.3 24 Rotor Shrub M 21 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 4 .L 43 Point-K-Poirt DIPShrub L 14 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 25 Bubbler Tree M 27 0.6 0.8 1.0 1.4 15 17 le 17 14 1.0 0.8 0.6 W 44 Bubbler Tae L 6 0.2 03 0.4 0.5 0.8 0] 0.7 0.] OB 0.4 03 0.3 26 Rotor Shrub M 18 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 W Q 45 Point-to-Point Dd Shrub M 11 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 27 Bubbler Tree M 17 0.6 0.8 1.0 1.4 15 17 1.8 17 14 10 0.8 0.6 w N tL 46 PoiMMto-PoiM Dd Shrub L 11 7.1 9.2 11.9 15.6 170 19.4 20.7 19.8 15.9 11.6 8.7 7.3 28 Rator Shrub M 21 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 } O 47 Bubbler Time L 4 0.2 0.3 04 0.5 0.8 0.7 07 0.7 0.8 CA 0.3 0.3 29 Robr Shrub L 28 44 SIT 73 9.8 10.5 11.9 127 12.2 97 7.1 5.3 4.5 Z 30 Rotor Shrub L 32 44 5.] 73 9.6 10.5 11.9 127 12.2 97 7.1 5.3 4.5 Z Z TOTAL MINUTES PER DA 272.06 352.01 454.52 594.99 649.00 740.64 788.86 756.08 604.03 442.50 331.93 279.71 31 Robr Shrub L 39 44 SIT 73 9.8 10.5 11.9 12.7 12.2 97 7.1 5.3 4.5 �0 32 Rotor Shrub(L 35 4.4 5.] ].3 BE 10.5 11.9 127 12.2 97 7.1 5.3 4.5 O O O TOTAL HOURS PER DA 4.53 5.87 -.58 9.92 10.82 12.34 13.15 12.80 10.07 7.38 5.53 4.68 F V 0 33 Point-'aFoir Shrub M 9 17.8 23.1 29.6 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 34 Rotor Shrub L 7 6.4 8.3 107 14.7 15.3 175 186 179 143 105 7.8 6.6 Q } 35 Rotor Shrub L 7 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 AO ED Z 36 Rotor Shrub L 7 6.4 8.3 107 14.7 153 175 188 17.9 143 105 7.8 6.6 3 D U O 37 Poirx iM Dd Strub L 18 7.1 9.2 11.9 15.8 17.0 19.4 20.7 19.8 15.9 11.6 8.] 7.3 w tj _ H 36 Rotor Shrub L 35 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9] Zi 5.3 4.5 w w Z 39 Rotor Shrub LH 18 4.4 S7 7.3 9.8 10.5 119 127 12.2 97 7.1 5.3 4.5 Q 40 Rotor Strub L 23 64 8.3 10] 14.7 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 I 41 Rotor Shrub(L 36 8.4 8.3 107 14.7 15.3 175 186 179 143 105 7.8 6.8 H 42 Bubbler Tree M 15 0.6 0.8 1.0 14 1.5 17 1.8 1] 1.4 10 0.8 0.6 3 a 43 Robr Shrub L 34 64 8.3 107 14.7 15.3 17.5 186 17.9 14.3 105 7.8 6.6 w w w Z U z TOTAL MINUTES PER DA 297.38 364.78 496.83 650.37 709.41 809.57 662.28 626.45 660.25 483.69 362.83 305.74 Z Q ZO TOTAL HOURS PER DA 4.98 6.41 S28 'OUPI 1182 1349 14.37 1317 1100 8.06 6.05 5.10 CSA 126 w F NOTE NO OVERHEAD IRRIGATION BETWEEN 9 AM AND 8 PM LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�Q 11/14/2017 cv z o D113 /(0 Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 - /' ^�i- DATE w o0 D_ v V��T NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. Eb�b� SHEET No. N> o z ll��Jl WORK CONTAINED WITHIN THESE PLANS oDSCAPf CIVIL IP# 050171 , 050172, 050173 o < r ^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o e enu uooe °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH II]-7U a DIAL ENCROACHMENT PERMIT AND/OR A ,�" o :, �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 UD o NBEFORE OATS BEFORE s _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N w w simmer. 619-294-8484 0 > v rou Olc Tou olc � SPRING MGl1MP1N ROAD, STOCKYARD ROAD AND SPRING STREET o z O F IDs p cote testate architect N9ng these thins is responsible for assuring wM FAX 619-574-0626 290F 70 SHT r- o' U TOLL FREE 1-800-227-2600 the ocmmc and mo bobilit of Ne des n heron. In the eml of diu des ✓' 9I26/17 IRRIGATION RUNTIMES J 0_ Q Y W Y 9 elm �� LANDSCAPE Q_ D- < A PUBLIC SERVICE BY arishg siva wntyapproM or dung cansWdbn,Ihepnmtelmdmape arhited MA6 BY DATE AnPR. DATE tf 0P CALIFOF ARCHITECTS SCALE' FOR: W.O. COUNTY L�] �J�� d Q d UNDERGROUND SERVICE ALERT shall be respmsde Co detaminhgm accWloNe solution and reusing the plans for ENREQI 9N9D6 COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H' V: KB Nolo[ coASTAL, INC. FILE N0. 9VJ- 1 1 o ro4b theminl . IRRIGATION RUN TIMES: a a Q > N Spring Mountain Ranch Phase 2 - WM (5) Spring Mountain Ranch Phase 2 - VM (6) Spring Mountain Ranch Phase 2 - T13 (7) F p ESTIMATED IRRIGATION RUN TIMES FOR IRRIGA-ION ESTIMATED IRRIGATION RUN TIMES FOR IRRIGATION ESTIMATED IRRIGATION RUNTIMES FOR IRRIGATION SYSTEM RUN TIME SYSTEMRUNTIME SYSTEM RUN TIME Z 0. WATER DAYS PER WEEK: 5 WATER DAYS PER WEEK: 5 WATER DAYS PER WEEK: 5 PLANTMATERIAL ATINIDAL INSTALLATION FOR REFERENCE ONL PLANTMATERIAL ATINITIAL INSTALLA T/ON FOR REFERENCE ONL PLANTMATERIAL ATINITIAL INSTALLATION FOR REFERENCE ONL Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Eta Avera a ermonth 249 2.91 4.16 5.2] 5.94 856 7.22 6.92 5.35 4.05 294 2.58 Eto Avera a ermorth 2.49 2.91 4.18 527 5.94 6.58 7.22 6.92 5.35 4.05 2.94 2.58 Eb Averse er month 249 291 4.18 5.27 594 8.58 7.22 6.92 5.35 4.05 2.94 2.56 p Eb Averse erda 0.080 0.104 0.134 0.176 0.192 0279 0.233 0.223 0.178 0.131 0.098 0083 Eb Avera a erda 0.080 0.104 D.134 0.1]6 0.192 0.219 0.233 0.223 0.178 0.131 0.098 0.0133 EWAeers a erda 0.080 0.104 0.134 3.176 0.192 0.219 0.233 0.223 0.178 0.131 0.098 0083 w n Z RT/DAY RTIDAV RTMAY RTIDAY RT/DAV RT/DAV RTMAY RTMAY RT/DAV RTMAY RT/DAV RT/DAY I RTIDAV RT/DAV RTIDAYI RTIDAYI RTMAY RTIDAYI RTIDAYI RT/DAY RT/DAY RT/DAV RT/DAY RT/DAV RTIDAV RTIDAY RT/DAY FT/DAY RT/DAV RT/DAV RT/DAV RT/DAV RT/DAY RTIOAV RT/DAY RT/DAY In N 0Z STA. SYSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN, JUL. AUG. SEP. OCT. NOV, DEC. STA. SYSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. STA. SYSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP, OCT. NOV. DEC. w V Q 1 Bubbler Tme(M) 2 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 1 Bubbler Tree L 3 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 1 Point-b-Point Dn Shrub L 2 17.8 23.1 29.8 390 42.6 48.6 518 49.6 396 29.0 21.8 18.4 Ul 2 Point-WPoiM Drip Shmb M 2 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.] 2 Point-to-Point Dri Shrub L 8 178 23.1 29.8 390 42.8 488 51.8 49.8 39.8 29.0 21.8 18.4 2 Point-bb-PointDrip Shrub L 20 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 Q \ O 3 Bubbler Tree (M) 3 0.9 1.1 1.5 1.9 2.1 24 2.5 24 1.9 1.4 1.1 0.9 3 Paint-ta-Point Dri Shrub L 10 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 396 29.0 21.8 18.4 3 Point-ta-PointDd Shub M 18 25.0 32.3 41.7 54.7 59.6 68.0 725 694 55.5 40S 305 25.7 D rPr� Q 4 Paint-t Paird Dri Shmb (M) 4 25.0 32.3 41.7 5,17 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 4 Burbler Tree M 4 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 4 Rotor Shrub L 29 16.1 20.8 28.8 35.1 38.3 43.7 488 44.8 35.7 28.1 19.6 18.5 0 5 Bubbler Tree (M) 5 09 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 5 Point-to-Point Dri Shrub L 11 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 5 Bbbler Tree M 15 0.6 0.8 1.0 1.4 1.5 1.] t.8 1.] 1.4 1.0 OB 0.6 ac 4 6 Point-to-Point Dn Shrub M 4 25.0 32.3 41.7 54.] 59.6 68.0 72.5 694 55.5 40.6 30.5 25.7 6 Bubbler Tree M 7 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 6 Rotor Shrub L 21 16.1 20.8 26.8 35.1 38.3 43.7 46.8 44.8 35.7 26.1 198 16.5 w H 7 Bubbler Tree (M) 2 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 7 Burbler Tree M 2 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 ] Rotor Shrub L 23 11.0 14.2 18.3 240 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 CID N 8 Point-to-Point On Shrub (M) 5 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 8 Point-to-Point Dri Shrub L 6 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 8 Rotor Shrub L 19 16.1 20.8 26.8 35.1 38.3 43.7 466 44.6 35.7 26.1 19.6 16.5 z > 9 Point-t Poird Dri Shmb (M) 13 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 9 Point-to-Point Dn Shrub M 6 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 9 Rotor Shrub L 13 16.1 20.8 26.13 35.1 38.3 43.7 48.6 44.6 35.7 26.1 19.6 16.5 z z 10 Rotor Shmb M 19 22.E 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 36.6 27.4 23.1 10 Paint-to-Point Drip Shrub M 20 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.8 30.5 25.7 10 Rotor Shrub L 28 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 357 26.1 19.6 16.5 Z D 11 Bubbler Tree M 5 09 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 11 Rotor Shrub L 23 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.8 35.7 26.1 19.6 16.5 11 Rotor Shrub L 23 110 14.2 18.3 240 26.1 29.8 318 30.4 24.3 17.8 13.4 11.3 O O 12 Rotor Shrub (M) 19 22.5 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 36.6 27.4 23.1 12 Bubbler Tree(M) 12 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 12 Point-to-PointDri Shrub L 10 25.0 32.3 41.7 54.7 59.6 68.0 72.5 69.4 55.5 40.6 30.5 25.7 H- V O w 13 Rotor Shrub M 25 15: 19.8 25.8 33.5 368 41.7 44.5 426 34.0 249 18.7 15.8 13 Rotor Shrub L 26 16.1 20.8 26.8 35.1 38.3 43.7 46.8 44.8 35.7 26.1 19.6 16.5 13 Rotor Shub M 19 225 29.1 37.6 492 53.7 61.2 652 62.5 49.9 36.8 27.4 23.1 Q ONA w ~ 14 Bubbler Tree M 7 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 14 Point-to-Point Ori Shrub L 9 1].8 23.1 29.8 39.0 42.6 48.6 51.8 49.8 396 29.0 21.8 18.0 14 Rotor Shrub M 6 225 29.1 37.6 49.2 53.7 61.2 65.2 62.5 49.9 36.6 27.4 23.1 m N 15 Rotor Shmb M 25 15.2 19.8 25.8 33.5 368 41.7 44.5 426 34.0 24.9 18.7 15.8 15 Rotor Shmb M 21 15.3 19.8 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 15 Rotor Shub L 35 11.0 14.2 16.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 to Q Z 18 Rotor Shrub (L) 17 18.1 20.8 28.8 35.1 38.3 437 46.8 448 357 28.1 19.8 16.5 i6 Bubbler Tree L 9 0.8 0.8 1.0 1.4 1.5 1.7 7.8 7.7 1.4 1.0 0.8 0.8 18 Rotor Shub L 25 110 74.2 18.3 24.0 28.1 29.8 37.8 304 24.3 17.8 73.4 11.3 O_ U p i] Rotor Shrub L 17 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 17 Rotor Shrub(M) 18 15.3 18.8 25.6 33.5 36.6 41.7 49.5 42.6 34.0 24.9 18.7 15.8 17 Rotor Shrub L 32 11.0 14.2 18.3 240 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 U 0- } 18 Rotor Shmb (L) 17 18.1 20.8 26.8 35.1 38.3 43.7 486 448 35.7 26.1 196 16.5 18 Rotor Shrub(M) 25 15.3 19.8 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 18 Point-b-PointDn Shub M 18 250 32.3 41.7 54.7 59.6 68.0 725 69.4 55.5 40S 30.5 25.7 Q J 19 Paint-t Paird Dri Shnb (L) 7 17.E 23.1 29.8 390 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 19 Rotor Shrub L 14 18.1 20.8 28.8 35.1 38.3 43.7 48.8 44.8 35.7 28.1 19.8 18.5 19 Bubbler Tree M) 10 0.9 1.1 1.5 1.9 2.1 2.4 2.5 24 1.9 1.4 1.1 0.9 Z 20 Point-to-Point Drip Shmb M 31 25.0 32.3 47.7 54.7 59.8 68.0 72.5 694 55.5 40.8 30.5 25.7 20 Rotor Shrub L 21 16.1 20.8 2fi.8 35.1 38.3 43.7 46.fi 44.fi 35.7 26.1 19.6 16.5 20 Rotor Shrub L 7 16.1 20.8 26.8 35.1 38.3 43.7 46.6 "A 35.7 26.1 19.6 16.5 O O 21 Point-to-Point Drip Tree (M) 10 09 1.1 1.5 la 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 21 Point-to-Point Drip Shrub L 5 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 396 29.0 21.8 18.4 21 Rotor Shub L 8 161 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 O 3 Z 22 Rotor Shrub (M) 28 15.2 19.8 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 16.7 15.8 22 Rotor Shrub L 18 110 14.2 18.3 24.0 26.1 298 31.8 304 24.3 17.8 13.4 11.3 22 Rotor Shrub L 9 16.1 20.8 26.13 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 w w 23 Bubbler Tree (M) 10 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 09 23 Bubbler Tree(M) 13 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 23 Point-to-Point Drip Shub L 14 ITS 23.1 29.8 390 42.6 48.6 518 49.6 39.6 29.0 21.8 18.4 U 24 Rotor Shmb (M)(M) 28 15.2 19.8 25.8 33.5 38.6 417 44.5 42.8 34.0 24.9 18] 15.8 24 Rotor Shrub L 18 11.0 14.2 18.3 24.0 28.1 29.8 31.8 30.4 24.3 17.8 134 11.3 24 Point-to-Point Dn Shrub(L) 9 178 23.1 29.8 390 42.6 48.8 518 49.6 39.8 29.6 21.8 18.4 J Z m 25 Point-to-Point Drip Shrub . 8 17.E 23.1 29.8 39.0 42.6 48.6 51.8 996 396 29.0 21.8 18.4 25 Point-to-Point Ori Shmb L 13 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.fi 396 29.0 21.8 18.4 25 Rotor Shub L 11 11.0 14.2 16.3 240 26.1 29.8 31.6 30.4 24.3 17.8 13.4 11.3 < Q 26 Rotor Shub L 9 16.1 20.8 26.8 SEA 38.3 43.7 46.6 448 36] 26.1 19.6 16.5 26 Point-to-Pointl)n Shrub L 5 17.8 23.1 29.8 39.0 42.6 48.6 51.6 49.6 39.6 29.0 21.8 18.4 26 Rotor Shrub L 11 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 QD w 27 Bubbler Tree M 9 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 27 Rotor Shmb L 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 27 Bubbler Tree (M) 13 0.9 1.1 1.5 1.9 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 O p 28 Rotor Shrub L 12 16.1 20S 26.8 35.1 383 43.7 486 446 357 26.1 196 16.5 28 Rotor Shrub L 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 28 Rotor Shrub L 28 11.0 14.2 18.3 240 26.1 29.8 318 30.4 24.3 ITS 13.4 11.3 K Z O 29 Paint-to-Point Dri Shrub (M) 4 25.0 32.3 41.7 5,17 59.6 68.0 72.5 694 555 40.6 30.5 25.7 29 Rotor Shrub L 32 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.6 13.4 11.3 29 Rotor Shrub(L) 25 110 14.2 18.3 240 26.1 29.8 318 30.4 24.3 17.8 13.4 11.3 > O Z 30 Bubbler Tree(M) 11 09 1.1 15 19 2.1 24 2.5 24 1.9 1.4 1.1 0.9 30 Point-to-PointDn Shrub L 7 17.8 23.1 29.8 39.0 42.6 48.6 51.6 49.6 39.6 29.0 21.6 16.4 O U Z TOTAL MINUTES PER DA 405.11 524.17 8]8.81 88598 968.41 1102.65 11]488 112585 89903 85891 49427 418.50 31 Rotor Shrub L 11 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 37 Rotor Shub L 14 161 20.8 28.8 35.1 38.3 43.7 46.6 44.8 35.7 26.1 79.8 18.5 Y O Q TOTAL HOURS PER DA 675 8.74 11.28 14]7 16.11 18.38 19.58 18.76 14.99 10.98 8.24 6.94 32 Rotor Shmb L 32 110 14.2 163 240 28.1 298 31.8 304 24.3 17.6 134 11.3 32 Rotor Shrub(L) 14 16.1 20.8 26.13 35.1 38.3 437 466 44.6 357 26.1 19.6 16.5 wN a 33 Rotor Shrub L 17 16.1 20.8 26.8 35.1 38.3 43.7 466 "A 357 26.1 19.6 16.5 I Q ESTABLISHED PLANT MATERIAL (FOR REFERENCE ONL TOTAL MINUTES PER DA 386.18 499.68 645.19 849.59 921.25 1051.331119.]71073.25 85741 628.13 4]1.1] 397.09 34 Point-b-Point Do Shrub(L) 9 17.8 23.1 29.8 390 42.6 48.8 518 49.6 39.8 29.0 21.8 18.4 U p rn Riverside AN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. TOTAL HOURS PER DA 644 8.33 1075 1408 1535 17.52 18.88 17.89 14.29 1047 7.85 862 35 Rotor Shrub L 32 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.6 13.4 11.3 Z w w EWAvera a per month 249 2.91 4.18 5.2] 5.94 6.56 T22 6.92 5.35 4.05 2.94 256 36 Rotor Shub L 21 11.0 742 18.3 240 26.1 29.8 318 304 24.3 17.8 734 11.3 Q >O Eto Averageper da 0.080 0.104 0.134 0.1]6 0.192 0.219 0.233 0.223 0.1]8 0.131 0.09B 0.083 ESTABLISHED PLANTMATERIAL FORREFERENCEONL 37 Robr Shub L 28 11.0 14.2 18.3 240 28.1 29.8 318 30.4 24.3 17.8 13.4 11.3 D_ m U Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. 38 Point-to-Point Dre Shub L 7 17.8 23.1 29.8 390 42.6 48.6 518 49.6 39.6 29.0 21.8 18.4 0- Q RT/DAY RT/DAV RTIDAV RTIDAV RT/DAV RVDAY RT/DAV RTIOAV RTMAY RTIDAV RT/DAY RT/DAV Eb A�ere a er montr 249 2.91 4.16 527 5.94 6,66 7.22 6.92 5.35 4.05 2.94 2.58 39 Point-b-Point Dn Shub L 14 17.8 23.1 29.8 390 42.6 48.6 518 49.8 39.6 29.0 21.8 18.4 0- Of 40 Point-to-PointDri Shrub L 12 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.6 18.4 Q [L STA. SYSTEM TYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Ero Avera a rd 0.080 0.104 0.134 0.176 0.192 0.219 0.233 0.223 0.178 0.131 0.098 0.083 1 Bubbler Tree M 2 O6 0.8 1.0 IA 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 47 Point-to-Point Dn Shub L 7 178 23.1 29.8 390 42.8 48.6 518 498 396 29.0 21.8 18.4 Approved 2 Point-to-Point Dri Shmb M 2 17.E 23.1 29.8 Sac 42.6 48.6 51.8 498 39.6 29.0 21.8 18.4 RUDAY RT/DAY RT/DAV RTIDAY RTIDAY RTIDAY RTIDAY RT/DAV RTMAY RTMAY RTIOAV RT/DAY Electronically3 Bubbler Tree M 3 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 STA. SYSTEMTYPE PLA14TTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. TOTAL MINUTES PER DAV 60896 787.92 1017.3] 1331.801452.691657.79 1]65731692.361352.01 99047 ]42.97 626.07 TOTAL HOURS PER DA 10.15 13.13 16.98 22.20 2421 27.63 2943 21321 22.53 16.51 1238 WAS As a TIFF 4 Point-to-Point Dri Shmb (M) 4 17.E 23.1 29.8 Sac 42.6 48.6 51.8 498 39.8 29.0 21.8 18.4 1 Bubbler Tree L 3 0.2 0.3 04 0.5 0.8 0.7 0.7 0.7 0.6 0.4 0.3 0.3 5 Bubbler Tree (M) 5 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 2 Point-to-Point On Shrub L 8 7.1 9.2 11.9 15.6 17.0 19A 20.7 19.8 15.9 11.6 8.7 7.3 Mylars do not 6 Point-to-Point On Shrub (M) 4 17.E 23.1 29.8 39.0 428 48.6 51.8 496 39.6 290 21.8 18.4 3 Point-to-Point On Shrub L 10 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 73 ESTABLISHED PLANTMATERIAL FOR REFERENCE ONL Exist 7 Bubbler Tree (M) 2 0.6 0.B 1.0 1.4 1.5 1.7 1.13 17 1.4 10 0.8 0.8 4 Bubbler Tree 4 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 06 Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. 8 Point-to-Point Drip Shmb M 5 17.E 23.1 29.8 39.0 42.6 46.6 51.8 49.6 39.6 29.0 21.8 18.4 5 Point-to-Point On Shrub L 11 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 116 8.7 7.3 Eto ATE7a7 er month 2.49 291 4.16 5.27 594 6.55 7.22 6.92 5.35 4.05 2.94 2.56 9 Point-to-Point Dn Shmb (M) 13 17.E 23.1 29.8 39.0 42.6 48.6 51.8 498 39.8 29.0 21.8 18.4 6 Bubbler Tree M 7 0.6 0.8 1.0 1.4 1.5 1.7 IS 1.7 1.4 1.0 0.8 0.6 EWAVera a erda 0.080 0.104 0.134 3.176 0.192 0219 0.233 0.223 0.178 0.131 0.098 0083 10 Rotor Shmb (M) 19 16.1 20.8 26.8 35.1 38.3 43.7 46.6 44.6 357 26.1 19.6 16.5 7 Bubbler TWO 2 0.6 0.8 1.0 1.4 1.5 1.7 1.6 1.7 1.4 LO 0.8 OB 11 Bubbler Tree (M) 5 O6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 8 Pointab-PointDn Shnb L 6 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 RTIDAY RTIDAV RT/DAV FT/DAY RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT(DAV RT/DAY RT/DAV 12 Rotor Shmb (M) 19 16.1 20.8 26.8 35.1 38.3 43.7 46.6 448 35.7 26.1 me 16.5 9 Point-to-Point Drip Shmb(M) 8 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 STA. SYSTEMTYPE PLANTTIPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. 13 Rotor Shrub (M) 25 1 I 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 10 Point-to-Point Drip Shrub(M) 20 178 23.1 29.8 39.0 42.6 486 51.8 49.6 398 29.0 21.8 18.4 1 Point-to-Point On Shrub L 2 7.1 9.2 11.9 156 17.0 19.4 207 19.8 15.9 11.8 8.7 7.3 14 Bubbler Tree (M) 7 0.6 0.8 1.0 IA 1.5 1.7 1.8 1.7 1.4 1.0 0.8 O6 11 Rotor Shrub L 23 6.4 8.3 10.7 14.1 15.3 17.5 18A 17.9 14.3 10.5 7.13 6.6 2 Point-to-PointDn Shrub L 20 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 15 Rotor Shmb (M) 25 11.0 14.2 1B.3 240 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 12 Bubbler Tree(M) 12 0.6 0.8 1.0 1.4 1.5 1.7 IS 1.7 1.4 1.0 0.8 0.6 3 Point-to-PointDrip Shub M 18 178 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 16 Rotor Shnb . 17 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 13 Rotor Shrub L 26 64 8.3 10.7 14.1 15.3 175 leo 17.9 14.3 10.5 7.8 6.6 4 Rotor Shrub L 29 64 8.3 10.7 14.1 15.3 17.5 1B.6 17.9 14.3 10.5 7.8 6.6 17 Rotor Shrub L 17 6.4 8.3 107 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 14 Point-to-Pointl)n Shrub L 9 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.6 15.9 11.6 8.7 73 5 Bubbler Tree M 15 0.2 0.3 0.4 0.5 0.6 0.7 0.7 07 0.6 0.4 03 0.3 18 Rotor ShnJo L 17 6.4 6.3 10.7 14.1 15.3 17.5 16.6 17.9 14.3 10.5 7.8 6.6 15 Rotor Shrub M 21 110 14.2 18.3 240 26.1 298 31.8 30.4 24.3 17.8 134 11.3 8 Rotor Shrub L 21 64 8.3 10.7 14.1 15.3 17.5 188 17.9 14.3 10.5 78 8.8 Z 19 Point-to-Point Drip Shrub L 7 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 16 Bubbler Tree L 9 0.2 0.3 0.4 0.5 De D.7 0.7 0.7 0.6 0.4 0.3 0.3 7 Rotor Shrub L 23 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 O 20 Paint-to-Point Drip Shmb (M) 31 17.E 23.1 29.8 39.0 42.8 48.8 51.8 49.8 39.8 29.0 21.8 18.4 17 Robr Shmb M 18 11.0 14.2 18.3 24.0 26.1 29.6 31.6 30.4 24.3 17.8 13.4 11.3 8 Rotor Shub L 19 64 8.3 10.7 14.1 15.3 17.5 18.8 77.9 14.3 10.5 7.8 8.8 m M 21 Point-to-Point Dn Tree M 10 0.6 0.8 1.0 IA 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 18 Rotor Shrub(M) 25 110 14.2 18.3 240 26.1 298 31.8 30.4 24.3 17.8 13.4 11.3 9 Rotor Shrub L 13 64 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 > 22 Rotor Shmb (M) 28 11.0 14.2 18.3 24.0 28.1 29.8 31.6 304 24.3 17.8 13.4 11.3 19 Rotor Shrub L 14 6.4 8.3 10.7 14.1 15.3 17.5 18.fi 17.9 14.3 10.5 7.8 6.6 10 Rotor Shub L 28 64 8.3 10.7 14.1 15.3 17.5 186 17.9 19.3 10.5 7.8 6.6 rn ab 23 Bubbler Tree M 10 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 20 Rotor Shrub L 21 6.4 8.3 10.7 14.1 15.3 17.5 78.8 17.9 14.3 10.5 7.8 6.6 11 Rotor Shrub L 23 44 5.] 7.3 98 10.5 11.9 127 12.2 9.7 7.1 5.3 4.5 r(� p 24 Roror Shrub M 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 304 24.3 17.8 13.4 11.3 21 Pointab-Point On Shrub L 5 7.1 92 11.9 15.6 170 19.4 20.7 19.8 15.9 118 8.7 7.3 12 Point-to-Point Dd Shrub L 10 17.8 23.1 29.8 39.0 42.6 48.6 51.6 49.6 39.6 29.0 21.6 16.4 cc 25 PoiM-to-PoiM Drip Shrub L B 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 22 Rotor Shrub L 18 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 13 Rotor Shub M 19 161 20.8 26.8 35.1 38.3 43.7 46.6 44.6 35.7 26.1 19.6 16.5 O 26 Rotor Shrub L 9 64 8.3 10.7 14.1 15.3 17.5 186 17.9 14.3 10.5 7.8 6.6 23 Bubbler Tree(M) 13 0.6 0.8 1.0 1.4 1.5 1.7 IS 1.7 1.4 1.0 0.8 0.6 14 Rotor Shub M 6 16.1 20.8 26.8 35.1 38.3 43.7 48.6 44.6 35.7 26.1 19.6 16.5 27 Bubbler Tree M 9 06 0.8 1.0 1.4 1.5 1.7 1.13 17 1.4 10 0.8 0.6 24 Rotor Shrub L 18 4A 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 15 Rotor Shub L 35 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 O 28 Rotor ShnJo L 12 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 25 Poift o-PointDn Shrub L 13 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 16 Rotor Shrub L 25 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 29 Point-to-PoiM Dn Shmb (M) 4 iTE 23.1 29.8 39.0 42.8 48.6 51.8 496 39.8 29.0 218 164 26 Paint-to-Point Dn Shmb L 5 7.1 9.2 11.9 15.6 17.0 194 20.] 19.8 15.9 118 8.7 7.3 17 Rotor Shrub L 32 4.4 5.] 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 p 27 Rotor Shrub L 28 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 18 Point-to-PointDri Shub M 18 ITS 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 w n TOTAL MINUTES PER DA 252.£0 327.22 422.52 553.10 60330 688.48 733.31 702.84 56109 41134 308.56 260.01 28 Rotor Shmb L 28 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 19 Bubbler Tree M 10 0.6 0.8 1.0 1.4 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 G 0 TOTAL HOURS PER DA 422 5.45 ].04 9.22 1008 11.4] 12.22 11]1 9.36 6.86 5.14 4.33 29 Rotor Shrub (L 32 4.4 5.7 7.3 9.8 70.5 11.9 127 12.2 97 T1 5.3 4.5 20 Rotor Shub L 7 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 to V Z 30 Bubbler Tree M 11 0.6 0.8 10 1.4 1.5 17 le 17 1.4 1.0 0.8 0.6 21 Rotor Shub L 6 64 8.3 107 14.1 15.3 17.5 18.8 17.9 14.3 10.5 78 6.6 w Q 31 Rotor Shrub L 11 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 22 Rotor Shrub L 9 6.4 8.3 10.7 14.1 15.3 17.5 18.6 17.9 14.3 1D.5 7.6 6.6 rp 32 Rotor Shrub L 32 4.4 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 71 5.3 4.5 23 Point-ta-PointDn Shub L 14 T1 9.2 11.9 158 17.0 19.4 207 19.8 15.9 11.8 8.7 7.3 Q 24 Point-b-PointDn Shrub L 9 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 Of 25 Rotor Shub L 11 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 p UJ 26 Rotor Shrub L it 44 5.] ].3 9.8 10.5 11.9 127 12.2 9.7 7.1 53 4.5 Z H 27 Bubbler Tree M 13 0.6 0.8 1.0 1.4 1.5 17 1.8 17 1.4 1.0 0.8 0.6 Of < to 28 Rotor Shub L 28 44 5.7 7.3 9.6 10.5 11.9 127 12.2 9.7 7.1 53 4.5 m N 29 Rotor Shrub L 25 44 5.] 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 } O 30 Point-to-Point Dn Shrub L 7 7.1 9.2 11.9 156 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 Z 31 Rotor Shrub L 14 64 8.3 10.7 14.1 15.3 17.5 188 17.9 14.3 10.5 7.8 6.6 Z j 3 32 Rotor Shrub L 14 64 13.3 107 14.1 15.3 17.5 18.6 17.9 14.3 10.5 7.8 6.6 O a O O 33 Rotor Shub L 17 64 8.3 10.7 14.1 15.3 17.5 186 17.9 14.3 10.5 T8 6.6 O 1 34 Point-to-Point Drip Shrub L 9 7.1 9.2 11.9 156 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 so > 35 Rotor Shrub L 32 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 r DOJ 38 Rotor Shub L 21 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 Q Z 37 Rotor Shub L 28 44 5.7 7.3 9.6 10.5 11.9 12.7 12.2 9.7 7.1 5.3 4.5 O U U O 38 Point-b-Point Dn Shub L 7 7.1 9.2 11.9 156 17.0 19.4 207 19.8 15.9 11.8 37 7.3 0- Z 39 Point-to-Point Dn Shub L 14 Ti 9.2 11.9 156 17.0 19.4 20.7 19.8 15.9 11.8 8.7 7.3 0- w 40 Point-to-PointDn Shrub L 12 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 Q 41 Point-lo Dn Shub L 7 Zi 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.8 8.7 7.3 S ~ H m 3 d TOTAL MINUTES PER DAV 28183 364.65 470.85 61636 672.31 767.24 817.19 783.23 625.72 458.40 343.85 289.75 W w w TOTAL HOU RS PER DAV 470 boa 7.85 10.27 11.21 12.79 13.82 1305 10.43 7.64 5.73 4.83 Z U � z a o CSA 126 w : NOTE NO OVERHEAD IRRIGATION BETWEEN 9 AM AND 8 PM LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�Q // _ 11/14/2017 cv z o D113 /S0 QWITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 - 111^�i- DATE o0 D_ " "��T NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. Eb�M SHEET No.> O z �J JJ VVII WORK CONTAINED WITHIN THESE PLANS RNDSCAPf CIVIL IP# 050171 , 050172, 050173 U < r ^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o e enu uooe °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-8 a U a DIAL ENCROACHMENT PERMIT AND/OR A ,�" o :, �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J Two WORKING GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 � _ o BEFORE OATS BEFORE s _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 w w s1q,m.r. 619-294-8484 0 > U rou DIG Tou olc a�.o, �,, SPRING MGl1MP1N ROAD, STOCKYARD ROAD AND SPRING STREET o z O H N-mbelmdeapearchbed ugqgtheerimsiere.ponsiblerruesunng mn FAX 619-574-0626 3p OF 70 SHT r� Q U TOLL FREE 1-800-227-2600 the ocmmc mdm tobilit of Nedes nhemn. Intheemlafdsa des u' 9/28117 IRRIGATION RUNTIMES J d Q Y W Y 9 Wm �� aotI ?� LANDSCAPE a a m A PUBLIC SERVICE BY aisngaNewntyupprod ordurigmhetIbn,lhepnmtelmdmop¢ad,iteC1 MRK BY DATE WPP. )AIE tf aP CA3.IFOF ARCHITECTS SCALE' FOR: W.O. COUNTY L�] �J�� d Q o- UNDERGROUND SERVICE ALERT shall be reomeHe tm deta inhg m acceploblesolulim and rensing the plans for ENGEQI 9N9BH OYJNIY CERT N0 . 3781 , EXP 11 2017 DATE: H' V: N8 Nolo[ coASTAL, INC. FILE N0. 963- 1 1 o rodb the taunt . IRRIGATION RUN TIMES: a a Spring Mountain Ranch Phase 2 - UM (8) Spring Mountain Ranch Phase 2 - BI (9) > p ESTIMATED IRRIGATION RUNTIMES FOR IRRIGATION ESTIMATED IRRIGATION RUN TIMES FOR IRRIGATION ~ O SYSTEM RUN TIME SYSTEM RUN TIME r WATER DAYS PER WEEK: 5 WATER DAYS PER WEEK: 5 z 0. PLANTMATERIAL ATINITIAL INSTALLATION FOR REFERENCE ONL PLANTMA TERIAL ATINITIAL INSTALLATION FOR REFERENCE ONL w Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. Riverside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. Nov. DEC. ElebAvera a r do 2.49 1 2.91 1 4.16 1 5.27 1 594 1 6.56 1 7.22 1 692 1 5.35 1 4.05 1 2.94 2.56 Eb Acerae ermorth 2.49 2.91 4.16 5.27 5.94 6.56 7.22 6.92 5.35 4.05 2.94 2.56 EW Avera a erda 0.080 0.104 0.134 0.178 0.192 0.219 0.233 0.223 0.178 0.131 0.098 0.083I EbAverageperdayl 0.080 1 0.104 I 0.134 1 0.176 1 0.192 1 0,219 1 0,233 1 0,223 1 0.178 1 0.131 1 onQV 0.083 w ISRT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAV RT/DAY RT/DAV RT/DAV I RTIDAYI RTIDAYI RTIDAYI RT/DAY RTA)AYI RTIDAYI RT/DAV RT/DAYI RTIDAYI RPDAYI RT/DAY RVDAY Z O O p STA. SYSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. I AUG. SEP, OCT. NOV. DEC. STA. SYSTEMTYPE PLANITTYPE GPM JAN, FEB. MAR. APR, MAY JUN, JUL. AUG. SEP, OCT. NOV. DEC. N 1 Point-ro-Point Drip Shrub L 12 17.8 23.1 29.8 39.0 42.8 486 51.8 498 39.6 29.0 21.8 18.4 1 Poi M-to-Point Od Shnb L 2 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.8 396 29.0 21.8 18.4 w ¢ 2 Robr Shrub(L) 21 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 2 Bubbler Tree L 3 0.6 0.8 1.0 1.4 1.5 1] 1.8 1] 1.4 1.0 0.8 0.6 ~ 3 Bubbler Tree M 6 CA 1.1 1.5 Is 2.1 2.4 2.5 2.4 1.9 1.4 1.1 0.9 3 Bubbler Tree L 10 0.6 0.8 10 1.4 15 1.7 1.8 1] 1.4 1.0 0.8 O6 D 4 Rotor Shrub(L) 25 110 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 4 Poi M-b-PoiMDd Shrub L 6 1 17.8 23.1 1 29.8 39.0 1 42.6 1 48.6 1 51.8 1 49.6 1 39.6 29.0 21.8 18.4 ¢ 5 Point-b-Point DnpShrub L 11 17.8 23.1 29.8 39.0 42.6 48.6 SIB 49.6 39.6 29.0 21.8 16.4 0 6 Point-to-Point Drip Shrub(L) 10 ITS 23.1 29.8 390 42.6 488 51.8 49.6 39.6 29.0 21.8 18.4 TOTAL MINUTES PER DAV 36.94 47.80 61.72 80.80 88.13 100.58 107.12 102.67 82.02 60.09 45.07 37.98 Z w ¢ 7 Point-ROW DripShrub L 21 17.8 23.1 29.8 389 42.6 48.6 SIB 49.6 39.6 ITS 21.8 18.4 TOTAL HOURS PER DAY 0.62 0.80 1.03 1.35 1.47 1.68 1.79 1.71 1.3] 1.00 0.75 0.63 03 N 8 Rotor Shrub L 14 110 14.2 18.3 240 26.1 29.8 31.8 304 24.3 17.8 13.4 11.3 9 Robr Shrub(L) 14 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 ESTABLISHED PLANTMATERIAL FOR REFERENCE ONLY) z 10 Point-to-Point Ddp Shrub L 8 ITS 23.1 29.8 390 42.6 486 51.8 49.6 39.6 29.0 21.8 18.4I RrVersidel JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. z z 11 Point-b-Point Drip Shrub L 7 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 EWAveraa ermonth 249 291 4.16 527 1 594 1 856 1 7.22 1 6.92 1 535 1 4.05 1 2.94 2.56 12 Robr Shrub M 28 15.3 19.8 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 Eb Averea ertla 0.080 0.104 0.134 0.176 0.192 0.218 0.233 0.223 0.178 0.131 0.098 0.083 N C) L.I 13 Bubbler Tree(M) 11 D.9 1.1 1.5 1.9 2.1 2.4 2.5 24 1.9 1.4 1.1 0.9 Q O w r 14 Robr Shrub M 28 15.3 19.8 25.6 33.5 36.6 41.] 44.5 42.6 34.0 24.9 18.7 15.8 RT/DAY RT/DAV RT/DAV RT/DAY RT/DAV RT/DAV RTMAY RTMAY RT/DAY RT/DAV RT/DAV RTIDAV 15 Point-to-Point Drip Shrub L 14 17.8 23.1 29.8 39.0 42.8 48.8 51.8 49.8 39.6 29.0 21.8 18.4 100 m !n STA. SYSTEM TYPE PLANT TYPE GPM AN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. G 16 Robr Shrub M 28 15.3 19.8 25.6 33.5 36.6 41.7 44.5 42.6 34.0 24.9 18.7 15.8 to ¢ Z 1 Point-to-Point Drip! Shrub L 2 7.1 9.2 119 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 U 0 17 Rotor Sbrub M 28 15.3 19.8 256 33.5 388 41.7 44.5 428 34.0 24.9 187 15.8 2 Bubbler Tree L 3 0.2 0.3 0.4 0.5 0.5 0.7 0.7 0.7 0.8 0.4 0.3 0.3 w l) 18 Robr Shrub L 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 [e d 3 Bubbler Tree L 10 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.6 0.4 0.3 0.3 d y 19 Bubbler Tree M 10 CA 1.1 1.5 IA 2.1 2.4 2.5 24 1.9 14 Ti 0.9 q Pol M-W-POLM Dd Shrub L 8 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.8 8.7 7.3 Q Z 2D Robr Shrub L 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 21 Point-to-Point DripShrub L 17 17.8 23.1 29.8 39.0 42.6 48.6 51.8 49.6 39.6 29.0 21.8 18.4 O O TOTAL MINUTES PER DA 14.78 19.12 24.89 32.32 35.25 40.23 42.85 41.07 32.81 24.04 18.03 15.19 U 3 Z TOTAL MINUTES PER DA 272.47 352.54 455.21 595.89 649.98 ]41.]5 ]90.04 ]57.22 604.93 443.1] 332.43 280.13 TOTAL HOURS PER DA 0.25 0.32 0.41 0.54 0.59 0.87 0.71 0.88 0.55 0.40 0.30 0.25 Q w TOTAL HOURS PER DA 4.54 1 5.88 1 7.59 1 9.93 1 10.83 1 12.36 1 13.17 1 12.62 1 10.08 1 7.39 1 5.54 4.87 U J Q Ir ESTABLISHED PLANTMATERIAL FOR REFERENCEONL _ < d RMerside JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC. O Ero Avera a rmoMh 249 2.91 4.16 5.27 594 6.56 7.22 692 5.35 4.05 1 2.94 256 (n wI EWAVerageperdayl 0.080 1 0.104 I 0.134 1 0.178 1 0.192 1 0.219 1 0.233 1 0.223 1 0.178 1 0.131 1 0.098 0083 z U > 0 Z 0 jRTIDAYI RTJDAYI RTADAYI RTMAYI RTIDAYI RTIDAYI RTMAYI RT/DAY RT/DAV RTMAY RT/DAV RT/DAY O 0 Z STA. SYSTEMTYPE PLANTTYPE GPM JAN. FEB. MAR. APR. MAY JUN. JUL. I AUG. SEP, OCT. NOV. DEC. Y ¢ 1 Point-W-Point Drip Shrub L) 12 7.1 9.2 11.9 15.6 17.0 194 20.7 19.8 15.9 116 8.7 7.3 W rn [L 2 Robr Shrub L 21 4.4 5.7 7.3 Be 10.5 11.9 123 12.2 9.7 7.1 5.3 4.5 s ¢ " 3 Bubbler Tree M 6 0.6 0.8 1.0 1A 1.5 1.7 1.8 1.7 1.4 1.0 0.8 0.6 U 0 W 4 Robr Shrub(L) 25 4.4 5.7 7.3 Be 10.5 11.9 123 12.2 9.7 7.1 5.3 4.5 Z > U 5 Point-b-Point DnpShrub L 11 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 d 0 U 6 Point-to-Point DripShrub(H) 10 7.1 9.2 11.9 158 17.0 194 203 19.8 15.9 118 87 7.3 Clf7 Point-b-Point Drip Shrub L 21 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 8.7 7.3 0- Of 8 Rotor Shrub(L) 14 4.4 5.7 7.3 9.6 10.5 11.9 123 12.2 9.7 7.1 53 4.5 ¢ [L 9 Robr Shrub L 14 4.4 5.7 7.3 9.6 10.5 11.9 127 12.2 9.7 7.1 5.3 4.5 10 Point-to-Point Drip Shrub L 8 7.1 9.2 11.9 156 17.0 194 20.7 19.8 15.9 116 87 7.3 Approved 11 Point-b-Point Drip Shrub L 7 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 87 7.3 Electronically 12 Rotor Shrub M 28 11.0 14.2 18.3 240 26.1 29.8 SIB 30.4 24.3 ITS 13.4 11.3 As a TIFF 13 Bubbler Tree M 11 0.6 0.8 1.0 1A 1.5 1.7 1 1.8 17 1.4 1.0 DA 0.6 Mylars do not 14 Robr Shrub M 28 11.0 14.2 18.3 24.0 26.1 29.8 SIB 30.4 24.3 17.8 13.4 11.3 Exist 15 Point-b-Point DripShrub(L) 14 7.1 9.2 11.9 15.6 17.0 19.4 20.7 19.8 15.9 11.6 87 7.3 16 Robr Shrub M 28 11.0 14.2 18.3 24.0 26.1 29.8 SIB 30.4 24.3 17.8 13.4 11.3 17 Rotor Shrub M 28 11.0 14.2 18.3 24.0 26.1 29.8 31.8 30.4 24.3 17.8 13.4 11.3 18 Robr Shrub L 28 4.4 5.7 7.3 9B 10.5 11.9 127 12.2 9.7 7.1 5.3 4.5 19 Bubbler Tree M 10 0.6 08 1.0 IA 15 1] 1.8 1.7 14 1.0 0.8 O6 20 Robr Snub(L) 28 44 5.7 7.3 9.6 10.5 11.9 127 12.2 9.7 7.1 5.3 4.5 21 Point-to-Point Drip Shrub L 17 7.1 9.2 11.9 156 17.0 194 20.7 19.8 15.9 116 87 7.3 TOTAL MINUTES PER DA129.08 167.02 215.66 282.31 307.94 351.42 374.30 358.74 286.60 209.96 157.50 132.71 TOTAL HOURS PER DAYI 2.15 1 2.78 1 3.59 1 4.71 1 5.13 1 5.88 1 8.24 1 5.98 1 4.76 1 3.50 1 2.82 2.21 Z O Ch th > R 0_ O o r Z G O N D n v z w ¢ < n Q p Q Z W W < � W z > O z Z \ 3 O N 00 Q m w � w ED J I2 o Q Z 0 00 w U w w z a w s � tr w 3 a w w w Z 0 D z a o CSA 126 w NOTE NO OVERHEAD IRRIGATION BETWEEN 9 AM AND 8 PM LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK .�O y// _ 11/14/2017 cv z o D10 /S0 QWITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 / ' /' %" DATE o0 � " "��T NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. IMMM SHEET No. N> O z �J JJ VVII WORK CONTAINED WITHIN THESE PLANS RNDSCAPf CIVIL IP# 050171 , 050172, 050173 O r ^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN Ko e enu uooe °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-9U a DIAL ENCROACHMENT PERMIT AND/OR A ,�" o :, �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE two wEFORE GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 rn NBEFORE OATS BEFORE s _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 W w slq,x.r. 619-294-8484 0 > U YOU DIG Tou Dlc � SPRING MGl1MP1N ROAD. STOCKYARD ROAD AND SPRING STREET o z O H IDe pnwlelmdscope archAecldqnkBthen plmsis re.�onsibk for assuring mM FAX 619-574-0626 31 OF 70 SHT n ¢ U TOLL FREE 1-800-227-2600 the ocmmc and as tabilit of Neded nhmeon. lntheemlafdu des ✓' 9/28117 IRRIGATION RUNTIMES J d Q Y W Y 9 epm �� LANDSCAPE a a tr AGR SERVICE BY armtgaNe mnlyapprod ordumgcmhetIon,lheprimtelmdmopead,ited MRK BY DATE AM. DATE tf dT CAA.YFOF ARCHITECTS SCALE' FOR: W.O. COUNTY L�] �J�� d ¢ tl UNDERGROUND SERVICE ALERT shall be respmedefadetaminng m occeploblesoluUm and remneq the plans for ENBEQI RN9B6 COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H' V: N8 NONE COASTAL, INC. FILE NO. 963- 1 1 o rodb lhecmnl . a 1 /1 r1 a '^ a o2 VIEW OF w n 3 CONTROLLER 2 > y o OPERATOR 2 F- - 4 w 3 N w w 5 o � 3 4 ~ 6F � 20oz w U U d W z N 6 � � Z W � _ ¢ 4 p ¢ OC EL w a 9 •. I SL a ILL Of o r 1II-II11i - 10 '�i �,. _ 1 2 w o N Z 5 io 5 p EXISTING SIDEWALK/ CURBIII - ' ^ - 6 W Q o a III=1I =1I1= 1=__ III_ Na ED I . 1 LOCATE IRRIGATION CONTROL w Z SECTION I II 11 II 1 1 111 1 — — 7 ws n O EQUIPMENT SO THAT OPERATOR a Z N Zi� g n - IS ABLE TO VIEW ON-COMING TRAFFIC 7 z m o o DIRECTION OF TRAFFIC O " WHILE ACCESSING CONTROLLER 8 oU w 9 GENERAL CONTROLLER SETUP INSTRUCTIONS 8 4 §3110M o~i 1 z 1 2 10 ' THE FOLLOWING MUST BE COMPLETE PRIOR TO REQUESTING -III -III - - - O 21-0" " PRELIMINARY WALKTHROUGH FOR ACCEPTANCE INTO LMD: I-III III-III III- _-_- -III III- -III III-III- - a Z14' 1/2" NOTE: < CUT ALL PVC CONDUIT 2"ABOVE • MARK PROPOSED IRRIGATION CONTROLLER LOCATION AND = -III-III-III-, -, -III III- III- - III III-III-III-III- - z ORIENTATION FOR APPROVAL BY RCTD REPRESENTATIVE - - - -III- - - -III - - - -III-III-III- p = O CONCRETE PAD /QUICK PAD. 18" PRIOR TO INSTALLATION. CONTROLLERS INSTALLED WITHOUT = III III-III-III-III-III , III= = = = III-III-III-III-III PLAN 3: w CONTROLLER WITH STAINLESS STEEL 3/4" PVC SCH 40 CONDUIT AND SWEEP PRE-APPROVAL ARE SUBJECT TO REMOVAL AND RE-LOCATION. 1I- w © J z O ENCLOSURE (SEE SPECIFICATIONS) FROM WEATHER STATION OR ET NTROLLER , PROVIDE SQUARE FOOTAGE FOR EACH ZONE AND INPUT AREA m ¢a O GROUNDING ANNU ACTURERS(ISPECI SPECIFICATIONS) 3 4C'PVC SOH40 SPARE CONDUIT INFORMATION INTO CONTROLLER 1 5 L I ' O (SEE SPECIFICATIONS) O ¢ INSTALL MOUNTING CLAMPS ON BOTH STAINLESS STEEL ENCLOSURE FINISH GRADE = O SIDES OF MOUNTING BRACKET SECURE 2" T x T GALVANIZED COUPLER O W w 2" WIRE CONDUIT AND SWEEP O AND SWEEP FOR FUTURE USE TO POST O AND 2" RIGID GALVANIZED PIPE SWEEP METAL BASE PLATE (POUR CONCRETE rn Ow p O FOR CONTROL AND COMMON WIRE • PROVIDE MANUFACTURER CERTIFICATION ON O ET GAGE (SEE SPECIFICATIONS) © 1" ABOVE) Z 3/4" PVC SCH40 CONDUIT AND SWEEP ® QUICK PAD MANUFACTURER'S LETTERHEAD O RAINBUCKET © FINISH GRADE 0 O z OCRETE BASE 3/4O VC SCH 0 CONDUIT AND SWEEP M MASTER VALVE TO CONTROLLER FOR INSTALL/4" GRAVEL ATIONMP IOF CONDUIT . PROGRAM CONTROLLER TO LEARN FLOWS FOR EACH STATION, O8" DEEPO PIPE MOUNTING PO2" GALVANIZED IST STEEL O TO 1" SCREDUCTIH 0 AT END OF SWEEP ON OF CONDUIT SIZE OIP X 1811 T PWS WIET GAGE TIHODRILL D HO ESUNTING ET O CON VC SCH 40 CONDUIT AND SWEEP FROM FLOW SENSOR TO CONTROLLER 10 2" THICK ABOVE FOINISH GRADESE, INSTALL WITH A MINIMUM FLOW OF 4 GPM ON ANY ONE STATION ® (INSTALL 2" THICK FINISH RETE BA E ® 2-COXNNIMUM LENGTH LE ® FOR PADLOCKS O ITOR PAIGE P-7171-D O CONTROLLER) CABLE U p N DATE: 02-0317 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECTAPPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SEC TION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Q > 0 ® ■ RESIDENTIAL SINGLE CONTROLLER A ■ RESIDENTIAL GENERAL CONTROLLER REQUIREMENTS CA4&°'"®- ■ RESIDENTIAL RAINBUCKET "'01m ■ RESIDENTIAL ET GUAGE w O P: A ■ COMMERCIAL a ■ COMMERCIAL ■ COMMERCIAL ■ COMMERCIAL d a Q ■ HOA ■ HOA s ■ HOA S ■ HOA 2- DL ■ CSA STAINLESS STEEL ENCLOSURE 2�I�r ■ OSA AND PLACEMENT ■ CSA POST MOUNTED IN STAINLESS STEEL ENCLOSURE ■ CSA ¢ a =d LMD/CFD SCALE: 3/4"=1'-0" G-SERIES STD. G-002 ��°' LAD/CFD SCALE: 3/16"=1'-0" G-SERIES STD. G-005 ^"��" LMD/CFD SCALE: 3/4"-1'-0" IG-SERIES STD. G-011 LMD/CFD SCALE: 1"=1'-O" G-SERIES STD. G-012 Approved Electronically As a TIFF 2 =1 =1 =1 =1 1=1 1= Mylars do not 1 Exist - 3 IIII — J LL p w W — //i��/r, �/ /i 2 III Pc � w OzJPCW 1� ii ii ii ii%ii _ 4 =� oRNowD a � ow � II VIII oor<° ILL gw ? oomOC � II l III= 3 1 Ir �_=i i W z of a w z 1 H w < m p a N a 1 oa � wa � a � z 11 �� /j� VIII III= 4 2 - II=III n III—n1 III- - WaLeww Lwow o M 3 2 =11 III 1=1I I I I=1I 1= O a o Z o Q m a - -III= 5 m II oL of z U ° a — II1= III a 3 Fw03 LL III 6 on o — s (q4 ° o � aDo IIII : III=-III 7 o E =III III; BET :III 111. . .111-I 8 =III III L p n L - - - - - - 1111 IIIA II- PIPE Z N _U p TRENCH DEPTH z O UNDISTURBED SOIL O3 PRESSURE SUPPLY LINE (SEE SPECS) w a o BACKFILL TRENCH ^ w O LOW VOLTAGE WIRES, 3 MAXIMUM NOTES: O CONCRETE THRUST BLOCK TYPICAL ® PER SPECIFICATIONS a ,� FILL INNER CASE FILLED WITH SEALER z w 2 1 FINISH GRADE 5 DETECTOR WATER METALIC TAPE O OUTER CASE OF CONNECTOR PRIOR TO FINAL ASSEMBLY. w ¢ NOTES: BACKFILL (FREE OF DEBRIS AND PRESSURE SUPPLY LINE w w STRIP AND TWIST WIRES FOR PROPER ALL WIRE ROUTED BETWEEN O ROCK GREATER THAN 1", © (SEE PLAN FOR SIZE) Do O w 3 O CONNECTION CONTROLLER AND REMOTE CONTROL ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. SEE SPECIFICATIONS) Z N z 4 CONTROL WIRES DIRECT BURIED COPPER SLEEVE CRIMP INSTALLED VALVES SHALL BE A CONTINUOUS THRUST BEOCKING.SUPPLY LINES 2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE O NON-PRESSURE POP-UP LAT R[P.DS ON RISER O PRESSURE O AND TONTE E SIDE OF O WITH RECOMMENDED TOOL RUN WITH NO WIRE SPLICES. z w 3o THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. NON-PRESSURE LATERAL LINE FROM O eO O W O INNER CASE OF CONNECTOR WIRE SPLICES SHALL ONLY OCCUR AT PIPE SHALL NOT BE ENCASED IN CONCRETE. ® ROTORS OR 12 INCH POP-UPS ® AND BELOW PRESSURE SUPPLYLINEJ } THE REMOTE CONTROL VALVE. ALL PRESSURE SUPPLY LINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE V ED MANUFACTURERS INSTALLATION SPECIFICATIONS. us a z ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS U O w CL WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. W CL z CL w IDATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Zz ¢ o , FOR 2" OR LARGER PRESSURE SUPPLY LINE ■ RESIDENTIAL TRENCH IN LANDSCAPE _ < ■ RESIDENTIAL LOW VOLTAGE WIRE CONNECTOR " "°N, ■ RESIDENTIAL THRUST BLOCK g °, w 3 [L a ■ COMMERCIAL ■ COMMERCIAL F ■ COMMERCIAL w w w ■ HOA ■ HOA ■ HOA CC z z qq c ■ CSA p ■ CSA ■ CSA LMD/CFD NO SCALE G-SERIES STD. G-021 ■ LMD/CFD SCALE: 3"-1'-0" G-SERIES STDG-035 ■ LMD/CFD SCALE: 3" = 1'-0" STD. G-040 CSA 2B w LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�O _ 11/14/2017 O Z ow V O NOTE WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — /' DATE �^, wO a II )I�1( II e �� SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, —1 , —2 I.P. No. 170025 P.P. No. @90" SHEET NO. N > O z WORK CONTAINED WITHIN THESE PLANS OD6CAPE CIVIL IP# 050171 , 050172, 050173 ID-10 O < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN Ao s enu uAPo °Ao COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH a TWO wolmlxc ENCROACHMENT PERMIT AND ,I R A " :, . 462 STEVENS AVENUE, STE. 107 w a DIAL GRADING PERMIT HAS BEEN ISSUED. mir OPEN SPACE, BASIN, SIDEYARD AND SLOPE p N BEFORE OATS BEFORE S. SOLANA BEACH, CA 92075-2042 x � , LANDSCAPE IMPROVEMENT PLANS – PHASE 2 O w w s�mm,.. - 619-294-8484 0 > U Hou DIG You DIG s°,oI �,,:,,/wm„ SPRING MpUMP1N fiCND. STOCKYARD fZQ4D AND SPRING STREET o z O IDe pdwlelmdwape archAecl dgnkg @ese plmsis re�onsibk for assuring s n FAX 619-574-0626 320E 70 SH IS ¢ W U TOLL FREE I-600-227-2600 the ocmmcand as tdditoft edea nhemn. In eemtofdo mdes 9/28/17 IFIFUGATION DETAILS dSCAPE ormor aNeymunl approvdmdurh mnstructkn,the nwtelmdma eichited MARE BY WE 01".. dAIE �tf OF OC A�AFORP ARCLANHITECTS SCALE: FOR: W.O. COUNTY ll A PUBLIC SERVICE BY 9 Y PP 9 P P ¢ (L UNDERGROUND SERVICE ALERT shall be respmsEle fm detmninkg m occWtoR¢solution and Hensing the plans for REASIM H: V KB HOME COa TAL, INC. FILE N0. 963-YY — uppro4bythemunty ENL7EER COUNTY CERT NO . 3781 , EXP 11/2017 DATE: wa 1 LVMIES 12" FROM EDGE OF DITCHe TYPICAL BOTH SIDES w N x 1 / WIDTHIL r 2 1 > o v_, w SLI /j�/;i�1�//��/ �//A I1- B = —� 3 2 a z w 3 oI I H I I _ q e w a z ° IIHII ji%jii//iii%%ii III s III LL a o w o IIHII 5 0 1I 1=1I 1I ° o 3 o o III III—III III—III —I III III —I I— z ° O m 111=111= s III III III—III III=1 III—III— —III I I 11Kom III—III— — — o I1=1 o 11=111- - -ow iII1 111=111� � III—III—III 1=111=111=111 f II III 111- III=III- q 6 1-1II III=III III III—III III=ITI=III III II1=1II III II1=1II- III—III III III_ EI(i II1=1II II1= o n 1=1 — 5 I I I I III 1=1 —III 1=1 I —III III—I _I 1=1 III-1 1= 7 —III III 1=1 III 1= ° III-1 p rn1=11=1 — 12" FROM EDGE OF DITCH III—III III III — — E a111-111 111 111— y 6 TYPICAL BOTH SIDES 111 111 III—I FL w �_ _ w -111 III=1 6 11—III III—III 111 III—I DO 111-111 111= a 1 111 111 111=11 I1=111 111= =111 —III 7 TRACT BLOCK WALL ll—III 11—I 11 11-11 z z — 111-111— s 2 -111 111 111= —111 111= v p ^ z o w 111-111 2O STANDARD SIDEWALK : '— 111 111— 111-111 111- 10 111 -111 _ 111—. �I 111 III- — 111—_1I w w ¢ -111 _ 8 STANDARD CURB 6 III 111—I 11— 11—III —III III —III III w m I o III—III III—III IIII III III—III —III III III—III —III III—III—III III—III—III — -1 IRRIGATION SLEEVES AS REQ'D rn p w O LL III-111 111-111 ® EXTEND 24" BEYOND EDGE OF w U 0' z O 111—I I 1 111=1I I— CURB RADIUS AND INSTALL O TYPICAL PLANTER / :111— III-111 —III— a —III— III—III _ 5 a } y z a 11=111=1 TRENCH WIDTH 1=111=111 7'-0" FROM THE CURB, TYPICAL 6 MONUMENT ENTRANCE —111 111 111 111 111— - —111 111 111 111 111 111: 5 Q Z ° III 1-111 (SEE SPECS) III—III— WHERE SLEEVES RUN 24" BEYOND CURB =1 I-111— I-111-111—I — I—III—III—I —III—III III—I 1= a s U w DIUS TYPICAL p EXTEND O m PERPENDICULAR1111111=11=1111111111 SL EVES 4EYOND HARDSCAPE O 18" BACK OF SIDEWALK OR MAINT. BAND 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 111 1111 I11 1 11 11 7 3 w 1 FINISH GRADE - —111-111— —111-111-111— —1111 '_ EDGE, TYPICAL ® (7'-6" OR T-6" FROM FROM CURB FACE ) 111-111-111-111-111-111- _ Q w � -IIS I1I—III—III—III—III—III—III— PROVIDE MAINLINE, WIRING AND —111-111-111—I11;,111- = p —III— =111=111=111= — LATERAL SLEEVING PER PLAN O ISOLATION VALVE PRIOR TO STREET -I c = =1 O FINISH GRADE O TYPE K COPPER TO = a m¢ O BASE MATERIAL ( PER DETAIL G-041 CROSSING (SEE PLAN AND SPECS) BACKFLOW PREVENTION DEVICE p VEL w o O DEBRIS ANDBACKFILL AROCIAL GREE F THAN 1") © DETECTORS SWATER MEICATIONS) ALIC TAPE O BLOCK PILASTER TYPICAL 1 D AND DETAILS, INSTALL 18" FROM MAINLINE PER PLAN, IONS 1 PVC UVR RESISTANT NON-PRESSURE q PVC UVR RESISTANT SCH 40 O PER WATER DISTRICT CONCRETE METER OSTANDARDS © PER IWATER DISTRICT SNIMUM CRUSHED TANDARDS z 0 CONSTRUCTION GRADE SAND BEGINNING BACK OF SIDEWALK OR MAINT. BAND O LATERAL LINE IN GALVANIZED STEEL SLEEVE O NON-PRESSURE LATERAL LINE WATER METER o ? ® 6 ABOVE TOP OF NON-PRESSURE PRESSURE SUPPLY LINE SLEEVES NOTES: O3 O7 COMPACTED SUBGRADE > o z LATERAL SLEEVE D (SEE SPECIFICATIONS) PIPE V HOOK STABLIZER BAR PER WATER DISTRICT STANDARDS p LINES MUST HAVE MINIMUM CLEARENCE OF 4" FROM EACH OTHER O 5 CONCRETE V-DITCH RECYCLED WATER WARNING p z WITH VINYL COATING (MIN 4 REQUIRED) TYPE K COPPER SERVICE LATERAL Y 0 0 5 NOW PRESSURE LATERAL 8 CONDUIT FOR WIRE AND 24" FROM OTHER TRADES. PER WATER DISTRICT STANDARDS ® TAG (PER LOCAL STANDARDS) w N a O LINE SLEEVE(SEE SPECIFICATION) O (SEE SPECIFICATIONS) ALL SLEEVES MUST BE SCH 40 2X THE SIZE OF THE LINE SIZE. O SWING JOINT UTILIZING 4 PVC STREET ELS 6 FINISH GRADE s A a v (2 ON BOTH SIDES OF V-DITCH) O DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Q o ,� ■ RESIDENTIAL TRENCH IN HARDSCAPE g "°w, ■ RESIDENTIAL STREET SLEEVING A" ""e, ■ RESIDENTIAL NON-PRESSURE LATERAL LINE a " '"w, ■ RESIDENTIAL RECYCLED TYPICAL WATER METER ■ COMMERCIAL ■ COMMERCIAL % ■ COMMERCIAL ■ COMMERCIAL ■ HOA " " ■ HOA " " ■ HOA " " ■ HOA d a ■ CSA OR AT STREET CROSSING e ■ CSA ■ CSA CROSSING OVER V-DITCH ■ CSA CONNECTION ONLY 0 a ^ �� LMD/CFD SCALE: 3" = 1'-0" STD. G-041 �'^ � LMD/CFD NO SCALE STD. G-042 �,� LMD/CFD SCALE: 3" = 1'-0" STD. G-043 '^^� LMD/CFD 3"=1'-0" R-SERIES STD. R-001 Approved NOTE: Electronically 11 11 IL 11 11Mir As a TIFF CONTRACTOR SHALL BE BE Mylars do not RESPONSIBLE - 2 1 2 3 4 5 6 Exist FOR CONSTRUCTING BACKFLOW 14 ___ __ 3PREVENTION DEVICE IN q _111_111 7 5 ACCORDANCE ---- - WITH LOCAL _ -111-111— 111= 8 WATER DISTRICT . —III—III _ REQUIREMENTS. °' -- - 6 111=111=1 1= =1 I 1=1 9 Z 6 7 :11111111 10 o 7 13 9 111111 11 w m 8 11 1111 I1 II II ; , 1 IIT � HI I I I 111 —111—III=III=III—I I1=III= II I i 111;, 12 —III III—III mam 00HrRaLLEn � TO P.owsensoR� o s I— 1=_ -1 1=1I W 10 — m - IIIA IIII _ III= FtWT Tot 11 - 1 —III = 1 O O USE 1/2" PVC SCRAP TO WRAP -I 11 1-1 I— l—III=1 I— 1 FINISH GRADE 8 I i 12" OF ADDITIONAL WIRE BEFORE N z 12 DEGREE BRASS ELL CONNECTING w w 0 - O (2 (2 REQUIRED) 3/4"SW SCH 40 WIRE CONDUIT WITH < 0 i�N ISN Im O O PRE-FABRICATED QUICKPAD O SWEEP FOR FLOW SENSOR / Co p 6 -naiF= 1 FLUSH ASSEMBLY 8 AND MOUNTING HARDWARE 3 (L LONG BRASS NIPPLE MASTER VALVE WIRES O (LINE SIZE) a �. FLANGE (2 REQUIRED) PRESSURE SUPPLY LINE, ALIGN WITH C) w LOCKABLE,FI) ENCLOSURE, CO STEEL O2 SIZE VARIES 9 FINISH GRADE 10 FLOW SENSOR (SEE PLAN FOR SIZE) Of z � O © PEA GRAVEL ( ) ® MASTER VALVE (SEE SPECS) BACKFLOW ENCLOSURE, COLOR: m v0~i PURPLE SEE SPECIFICATIONS PRE-FABRICATED QUICKPAD O3 BASKET STRAINER 10 BRASS/COPPER MAINLINE TO VALVE IDENTIFICATION TAG AND 11 INSTALL FILTER FABRIC AROUND w ( ) O7 AND MOUNTING HARDWARE RECYCLED WATER WARNING TAG GRAVEL SUMP MASTER VALVE AND FLOW SENSOR 5 > O O REDUCED PRESSURE BACKFLOW BRASS UNION BRASS ELBOWS 3/4" GRAVEL SUMP, IN, UNDER AND z \ PREVENTION DEVICE, SEE SPECS ® FINISH SURFACE ® 11 (TzT) (PER LOCAL STANDARDS) 12 AROUND VALVE BOX. FILL TO TOP z 3 PAINT PURPLE (AVOID HANDLES AND (1 REQUIRED) (LINE SIZE) O (THREE REQUIRED) (LINE SIZE) PURPLE JUMBO RECTANGULAR VALVE OF VALVE BOX HOLES z O BRASS THREADED ELBOW 6 80X SEE SPECIFICATIONS . DO NOT p N p o TEST COCKS) 9 (LINE SIZE) (2 REQUIRED) O BRASS NIPPLES (LENGTH VARIES) BRASS/COPPER MAINLINE F m BRASS THREADED RISER/NIPPLE (5 REQUIRED) (LINE SIZE) 12 CUT EI HOLES IN O BOX BRASS THREADED COUPLER FROM WATER SOURCE < m } 3 (LINE SIZE) (4 REQUIRED, LENGTH VARIES) 10 (LINE SIZE) (1 REQUIRED) © BRASS/BRONZE BALL VALVE O CONNECT WIRES TO VALVE USING NOTE: M BRASS WYE STRAINER AND 6" LONG SCH. 80 TOE NIPPLE (1 REQUIRED) (LINE SIZE) 13 PEA GRAVEL WATERTIGHT CONNECTORS ALL CONDUIT SHALL BE SEALED WATER ® 11 (SEE SPECIFICATIONS) TIGHT WITH EXPANDING FOAM. U c0j O CLOSED BRASS NIPPLE (LINE SIZE) O AND SCH. 80 COUPLER (LINE SIZE 7 STAINLESS STEEL STRAINER ENCLOSURE 1q RECYCLED WATER WARNING w O WITH PURPLE POWDER COAT FINISH O TAG (PER LOCAL STANDARDS) O BRASS / COPPER PIPE 12 PVC PRESSURE SUPPLY LINE a w 5 FROM WATER SOURCE EXTEND AS SHOWN ON PLAN IDATE: 02-03-17 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION ■ RESIDENTIAL UP TO 2" a , FOR IRRIGATION SYSTEM ;� `" ■ RESIDENTIAL RECYCLED MASTER VALVE I R111 ■ RESIDENTIAL 3 a ■ COMMENTI BACKFLOW PREVENTION DEVICE s °a ■ COMMERCIAL `� ■ COMMERCIAL z w w ¢ ■ HOA " ■ HOA " T ■ HOA U a & ■ CSA m & ■ CSA m ■ CSA NORMALLY CLOSED AT 12" DEPTH CID a zo �' ��"°°' ■ LMDtCFD SCALE: 3"=1'-0" R-SERIES STD. R-002 �'^ �^° ■ LMDtcFD SCALE: 1"=1'-0" R-SERIES STD. R-003 _� ■ LMDtcFD 3/4"=1'-0" R-SERIES STD. R-020 CSA 26 LANDSCAPE & IRRIGATION = w a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�Q 11/14/2017 cv z w �iII II�IIII��II /S0 Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — /;X; DATE w o w // II \\ ll " "�� T NOTE SLAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. IMMM SHEET No. N > o z dS \U� �J JJ VVII WORK CONTAINED WITHIN THESE PLANS RNOSCAPf CIVIL IP# 050171 , 050172, 050173 0 < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o a vnu uooe °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH ID-11 a 0 N ~ TWO WORKING ENCROACHMENT PERMIT AND/pR A ,�" �� 462 STEVENS AVENUE, STS. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w a DIAL GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 _ o N BEFORE OATS BEFORE s _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 U > U YOU DIG " YOU DIG Slq,m,r. n 619-294-8484 0 me nmlelmdiem archAecl sink these msisr responsible for assudn oneo14""'"/e°y'0O ~ mM FAX 619-574-0626 SPRING MOUNTAINIRIGA STOCKYARD ROAD AND SPRING STREET o z o R ce B PI eth B s s/za/n IRRIGATION DETAILS 33oF 70 SHT U TOLL FREE 1-800-227-2600 the ocmmcymdauWtabRityol edesgn heron. In Neemla(diuepmdes �� mr. ?� LANDSCAPE a a [r AOR SERVICE BY nfiSngaNewnlyuppfoMmdumgmhetbn,Ihep6otelmdmopeichRed (LARK BY DAII AM. DATE tf OF CAA.IFOF ARCHITECTS SCALE' FOR: W.O. COUNTY L�] �J�� d Q m UNDERGROUND SERVICE ALERT shall be respmsde for detaminndm occWloNe solulim and reusing the plans for EN[iBA RN90N6 OHINIY CERT N0 . 3781 , EXP 11 2017 DATE: H' V: KB HON[ coASTAL, INC. FILE N0. 963- 1 1 o rodb Ihecaunl . a 1 a a 1 2 3 4 5 6 7 2 3 S q �—III—III=1 —I z a I —I ul=uu -III—III—III II1 —IH— 5 10 1 KI IIIIIIIIIIIIII =III=_ 7 _ — =III-III= 3 = s � I _ u I _ n `ILII 4 oIGIIGIT�-17171 T _ 5 ¢ -li�u�uul -Ii-Ii 10 _=III=� T1 _ Do N — — . IIII ^ll ��=�= _ } ' -1L� $ III II =III= � ~ - ,Lru _Ii-IIII —II MIN . n II III III= - u u I I I - s 3 X PIPE DIA. 3 X PIPE DIA. 13 , UP STREAM MIN. DOWN STREAM z z _ _ _ _ — I—III—III—I —III III III—III—I g FROM VENTURI FROM VENTURI =111—III—III—IIII =111=111=111=111=111=111=IIII —III_ III=I I— p a o 9 1 14 10 X PIPE DIA. Mltd. 5 X PIPE DIA. III,III- - = — —III III- tv w UPSTREAM FROM MIN. DOWNSTREAM 11 9 1/2" SCD. D BALL VALVE P- w m 12 (PROVIDED WITH INJECTOR KIT) SENSOR TO MASTER FROM SENSOR TO 12 N 0 ¢ z VALVE R FITTING NEAREST FITTING 0 �' O PURPLE RECTANGULAR VALVE BOX SEE 11 13 INSTALL FILTER FABRIC AROUND NOTE: 6" LONG SCH. 80 TOE NIPPLE w f.1 1O ( © FINISH GRADE O GRAVEL SUMP O FINISH GRADE OO (LINE SIZE) (TWO REQUIRED) CL SPECIFICATIONS (DO NOT CUT RECTANGULAR PURPLE VALVE BOX 3/4" GRAVEL SUMP IN, CL ADDITIONAL HOLES INTO BOX) O PURPLE 10" ROUND VALVE BOX (DO NOT 1a 3/4" GRAVEL SUMP IN, UNDER INSTALLATION OF BACKFLOW Q (SEE SPECIFICATIONS) (DO NOT CUT ADDITIONAL ® UNDER AND AROUND VALVE O 10" ROUND PURPLE VALVE BOX © 3/4" GRAVEL SUMP IN, UNDER z CUT ADDITIONAL HOLES INTO BOX) AND AROUND VALVE BOX. FILL PREVENTION DEVICE DIRECTLY HOLES INTO BOX) BOX. FILL TO TOP OF VALVE (SEE SPECIFICATIONS) AND AROUND VALVE BOX, FILL m O O WITH PURPLE J(BOXUMBO SIZE LVE BOX / PLASTIC VAULT 8 SEGMENT OF PURPLE 1/2" SCH. 40 PVC TO TOP OF VALVE BOX HOLES DOWNSTREAM OF WATER METER O FINISH GRADE BOX HOLES (DO NOT CUT ADDITIONAL HOLES INTO BOX) TO TOP OF VALVE BOX HOLES 3 w WITH INJECTOR MODEL. DRAWING O EST CONNECT TO BALL VALVE AT INJECTOR UNIT 15 PRESSURE SUPPLY CH. 80 PVC 45 DEGREE INE AS N EDED RECYCLED IRRIGAD ON TION SYSTEMS OO AUSE 3/4" PVC DDITIONAL WIRE, P TO WRAP ECT WIRES F TABLE ANDO INSTALL AROUNDFGRAVEL SUMP O ON TOPILTER RABBI 8" EDGEOFTER CIL ISOLAT I0 PVC SOLATION GATEEVE E VALVE) O AROUNDINSTALL FGRAVEL SUMPILTER I J z ILLUSTRATES MODEL TANK AN O 1/2" SCH. 40 BALL VALVE USING A FERTILIZER INJECTOR. TO MASTER VALVE USING WATERPROOF 45 DEGREE PVC SCH. 80 PRESSURE SUPPLY LINE z [e FERTILIZER INJECTOR TANK AND (1 REQUIRED) BALL VALVE / INJECTOR TEE 1® ISOLATION GATE VALVE < ¢a O AND ADJUSTMENT CAP 1/2" SCH. 40 S X S 90 DEGREE ELBOW 16 (MAINLINE SIZE) WIRE CONNECTORS S x S ELBOW (2 REQUIRED) ® (WITH CROSS HANDLE, SEE SPECIFICATIONS) (REFER TO PLAN FOR SIZE) _ w w 1/4" SUPPLY TUBING 10 FOR SYSTEMS WITH A PRESSURE 3/4" SCH. 40 PVC CONDUIT WITH SWEEP FOR EXTEND PRESSURE SUPPLY SLIP X SLIP 45 DEGREE ELL O O o q (1 REQUIRED) INSTALL WITH FLOW ARROWS AS ® LINE TO 18' DEPTH 9 rn w O (PROVIDED WITH INJECTOR KIT) SHOWN ON THE INJECTOR TEE. SUPPLY LINE SIZE GREATER THAN FLOW SENSOR WIRE (TO CONTROLLER) (4 REQUIRED) 12" SECTION OF 12" DIA. SDR 35 w zo z 5 SECTION OF 1" PURPLE SCH. 40 PVC. DRILL 11 OR SCH. 40 PVC PIPE, FILL WITH GRAVEL INJECTOR TEE MUST BE INSTALLED 2" CONSULT WITH RCTLMA O CONNECT WIRE TO FLOW SENSOR USING WATER PVC REDUCING BUSHING RECYCLED WATER WARNING > U z O HOLES IN VALVE BOXES FOR PASS THROUGH EQUAL TO OR BELOW THE LEVEL OF REPRESENTATIVE PRIOR TO TIGHT CONNECTORS (SEE SPECIFICATIONS) FOR REDUCTION IN PIPE 10 TAG (PER LOCAL STANDARDS) o z INSTALLATION OF FERTILIZER © BRASS NIPPLE (FLOW SENSOR SIZE) SIZE AT FLOW SENSOR y O ¢ THE CAP ON THE TANK. (IF NEEDED) INJECTOR. O w N a BRASS FLOW SENSOR (SEE SPECIFICATIONS) 12 16" SCH. 80 PVC TOE NIPPLE s ¢ U [] W DATE: 02-03-171 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPESECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION G > U ' °q,, ■ RESIDENTIAL - n ■ RESIDENTIAL RECYCLED FLOW SENSOR ' " "'°�., ■ RESIDENTIAL RECYCLED ISOLATION GATE VALVE d 0 U I" a ■ COMMERCIAL F ■ COMMERCIAL ■ COMMERCIAL ■ HOA t ■ HOA s ■ HOA a \/�i ■ CSA WITH MAINLINE BALL VALVE AND DRAINAGE SUMP i AT 12" DEPTH FOR UP TO 2" PRESSURE SUPPLY LINE ¢ a \�'a'� ° FERTILIZER INJECTOR FOR UP TO 2 PRESSURE SUPPLY LINE � � ■ CSA ��,� ■ CSA ■ LMD/CFD SCALE: 1 1/2"-1'-0" R-SERIES STD. R-004 ■ LMDICFD 3"=1'-0" RSERIES STD. R-022 LMD/CFD 11 1/2"=1'-0" 1 RSERIES STD. R-030 Approved _ _ _ _ 1 3 Electronically —III— III= a AsTIFF —III—III =�� f 2 q M As da not -III—III— =I_T1ti-J 2J 1 Exist 1=111=III ` -111=1I I- 5 3 2 III=III=11 I I-III- -L III=II I-W. 6 -III—III—I —III= = 7 I—III—III—III III—III=11 pq -�F 7 HI�uL -III—III—III — — 1=1 w s =11 — =III—III—III III —III— al ° til ll 8 1=111=111= 111-111— _ 6 1=III—= II—III—I I1=III— 1=_ -I IIII—III=1I =1I =1 a I- -111—I — $ a =1 I— =1 1=1 1 1=11 __ 6 10 —III—III—II III-III=11 9 ° =III=III— —III=III=III „ III 1 1 111=111=IIII I =__= o —III—IT-11 =III— N 1=III=III=III= _ =10 0 =111_111_111_111 15 LI 12 III—III=III 3 0 171111 _ 11 IIII III=III— — 16 III—III—IIrIIIITIII_,Ilhllhllrll II Illr,lll=11F 1 II—III II=1 17 _ 18 1a 0 0 _ a w -III III —_ 1O EL EE RR GATION LEGEND) CONTROL VALVE w III - III ( RE 6" LONG SCH. 80 TOE NIPPLE 3/4" GRAVEL SUMP IN, UNDER AND 10 AROUND VALVE BOX. FILL TO TOP OF o III III—III—III III—III—III III—III—III III—III—III 111—' (LATERAL LINE SIZE) VALVE BOX HOLES wn .III- — — —III—III—III—III—III— — —III—III— = CONNECT WIRES TO VALVE USING z 11 SLIP X PIP ELL (LINE SIZE) r z 13 — III=111 111 111 111 111 111 111 111 111 —�=—ITL _III—III—I 1=1 1=III—LTi—T-- WATER TIGHT CONNECTORS (SEE PVC PRESSURE SUPPLY LINE (CUT w ¢ —I —III— =111=111=111=111=111-111-111—III SPECIFICATIONS) 12 TO FIT MAXIMUM DIMENSION FROM ti N 14 12 USE 3/4" PVC SCRAP T WRAP 24" OF TOP OF VALVE TO TOP OF LID) ¢ 0 8 AIR RELEASE VALVE 4 TEE IN PRESSURE SUPPLY LINE Q X 15 O O ADDITIONAL WIRE BEFORE 13 (LINE SIZE) o w O 1" X 6" LONG BRASS NIPPLE (2 REQ.) CONNECTING z 1 FINISH GRADE 5 CLOSE NIPPLE (LINE SIZE) 14 PRESSURE SUPPLY LINE ¢ — O 36" LONG #4 REBAR STAKE WITH O (SEE PLAN FOR SIZE) m N 2 PURPLE RECTANGULAR VALVE BOX,(@ D TWO STAINLESS STEEL CLAMPS 1 10" ROUND PURPLE VALVE BOX (SDITIONAL AROUND GRAVEL SUMP EE O INSTALL FILTER FABRIC LATERAL LINE O 6" EXTENSION AND LID INSTALL FILTER FABRIC AROUND O SPECIFICATIONS, DO NOT CUT AD © FINISH GRADE 15 0 1" FIPT X MIPT BRASS 11 GRAVEL SUMP HOLES INTO BOX) (SEE PLAN FOR SIZE) z z O © PURPLE PRESSURE SUPPLY O RECTANGULAR VALVE BOX (SEE SCH 80 COUPLING 3 STREET ELBOW (3 REQUIRED) 3/4" GRAVEL SUMP IN, UNDER AND 2 FINISH GRADE LINE EXTENDED TO MANIFOLDS SPECIFICATIONS, DO NOT CUT 16 O (LATERAL LINE SIZE) 0 o O 1" FIPT X FIPT BRASS 12 AROUND VALVE BOX. FILL TO TOP OR QUICK COUPLER ADDITIONAL HOLES INTO BOX) a O ® ELBOW (2 REQUIRED) OF VALVE BOX HOLES O (SEE ISOLATION PECIFICATIONS) O RECYCLED WATER WARNING TAG (PER LOCAL STANDARDS) 8 (LINE SIZE) BALL VALVE 1 INSTALL FILTER FABRIC AROUND ¢ m w S X S X S SCH. 80 TEE IN PRESSURE 8 g © GRAVEL SUMP at: e m _ 5 1 X 2" LONG BRASS NIPPLE 13 SUPPLY LINE (MATCH LINE SIZE, 1 REQ. VALVE IDENTIFICATION TAG AND p ¢ z O (1 REQUIRED) SCH 80 S X FIPT REDUCER BUSHING 4 3/4" GRAVEL SUMP IN, UNDER, SLIP X SLIP 45 DEGREE ELL 18 RECYCLED WATER WARNING TAG O O 6 1" SCREENED CAP (1 REQUIRED) 14 O AND AROUND VALVE BOX (FILL TO O7 NOTE: w U O O (LINE SIZE X 1" FIPT) (1 REQUIRED) TOP OF VALVE BOX HOLES) (2 REQUIRED) BALL VALVE TO BE USED ONLY IF IRRIGATION CONTROL VALVE IS INSTALLED AS A a z O RECYCLEDTAGPERLOCAL WATER WARNSTANDARDSING 15 PURPLE PRESSURE SUPPLY LINE SINGLE VALVE AND NOT PART OF A MANIFOLD. a w IDATE: 02-03-17 PROJECTAPPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-171 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION w 3 d " 4" �F 0 RESIDENTIAL■ COMMERCIAL RECYCLED 1 " AIR RELIEF VALVE % " ""°'�, i COMMERclA� RECYCLED ISOLATION BALL VALVE '' °` "°°, ■ COMMERCAL RECYCLED ELECTRICAL CONTROL VALVE w w w ■ HOA ■ HOA s ■ HOA Z w o ■ HOA FOR PRESSURE SUPPLY LINE m ; MANIFOLD / QUICK COUPLER WITH BALL VALVE CSA z 1 1'^ �� LMD/CFD 3"=1'-0" R-SERIES STD. R-032 $°'^ �*°7 LMD/CFD 3"=1 '-0" R-SERIES STD. R-040 '^ ��'CSA ■ LMD/CFD 1 1/2"=1'-0" R-SERIES STD. R-041 CSA 1 2B LANDSCAPE & IRRIGATION 0 p o ,� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK FOR CONSTRUCTION - 9/28/17 /� 11/14DATTE7 w O m II \\ ////„?e 1 �1)� WITHIN THE ROAD RIGHT-OF-WAY ONLY. N �' v J LV\1``l NOTE SEAL-LANDSCAPE AeCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. eb�b� SHEET NO. en > o z WORK CONTAINED WITHIN THESE PLANS oDSCAPE CIVIL IP# 050171 , 050172, 050173 O < SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH ID-12 d U 1 a DUL ENCROACHMENT PERMIT AND/ORA ,�" o :, ,-,� 462STEVENS BES AVENUE, STE 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w YOU TWO WORKING GRADING PERMIT HAS BEEN ISSUED. u N BEFORE OATS BEFORE 1 50LANA BEACH, CA 92075-2042 sn x z LANDSCAPE IMPROVEMENT PLANS — PHASE 2 j YOU DIG YOU DIG $�mm,.. - FAX 614-8484 0 me Hwtelmdscn archAecl si nk these msisr onsibk for assunn &neo14""' FAX 619-574-0626 SPRING MJUMPIN RIGA STOCKYARD ROAD AND SPRING STREET o z o P ce g PI B 's 9/za/n IRRIGATION DETAILS 34oF70 sHT ¢ [C U TOLL FREE I-600-227-2600 the ocmmcymdausptab1lityol edesgn heron. In eemla(disaepmoes �� LANDSCAPE d A PUBLIC SERVICE BY onshgoNs uunlyupprod mduriVgm NcbI Ihepriwtelmduapeorchbed NARK BY DATE IPPR. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d ¢ (L UNDERGROUND SERVICE ALERT skit be respmsNetmdetaminkgm occWlo9e solution and reusing the plans for EN[7� RN906 COUNTY CERT NO . 3781 , EXP 11/2017 DATE: H: V' KB HOME COASTAL, INC. FILE NO. 963- 1 1 — o rode Iheuonl . a 1 6 Lb 8 00 � � - - - - - - - - -- 2 2 _ ] � o �o 0 0 0g oo o�ool I 6 1 > 0 1a 3 �' = — = = —III _ $ 0 0 �Oo 0 0' 2 4 4 1--III= —III = I 1 I 3 -= By By D - - 6I-III-I Loli I1=1 _ —_ 10 Y o r rrrrrrrrrrrrrrr =1 —III 1 - V I I I q l A-, A-z Aa 7 S o 0000000 ] _ Iy II ee, _ w ' ¢ o-r 8 - — 13 \ l �o _ 6 I MULTIPLE VALVE MANIFOLD NOTE: Q Q O o — , I r 000 I NO MORE THAN 5 ELECTRIC w ? O 9 _III III w o 0 0 00 — 7 CONTROL VALVES ARE TO BE — opo III I 5 INSTALLED PER MANIFOLD. EACH n9IL HAVE A Do y 13 - o o 11111111111111111111111111111111= I 4 MAXIMUM OF 1MANIFOLD 6 S PARATION. z z =III-III=III=III=III - -III III-III-III_111 L- _ — I- - _j ALLMANIFO I— = 0 0 LDS ARE TO BE — Iii—II — O o _ _ —� —"-- - INSTALLED IN PLANTER AREAS Z -III= — — —III- " ' 0 6 o BUBBLER ENLARGEMENT �' WHENEVER POSSIBLE. ¢ N w " 0 B 4 C OI DO N N iD 1 z 10 11 12 L� 1 FINISH GRADE 1" FIPT X FIPT SCH. 40 " o O 3/4" GRAVEL SUMP IN, UNDER AND O O Q 90 ELL (1 REQUIRED) 1 FINISH GRADE B TUBE DEPTH BELOW ROOT BALL 1'-0' 2'-0" U a (DAROUND VALVE BOX. FILL TO TOP OF 8 SCH. 80 PVC BALL VALVE (LINE QUICK COUPLING VALVE O O (SEE PLANTING DETAIL FOR BALL HOLE DEPTH ¢ z JUMBO RECTANGULAR PURPLE VALVE O P ESSUREVALVE BOX HOLES I" I REGULATOL VALVE ING FEATURIEH O (SEE LEGEND AND SPECIFICATIONS) 10 1" X 8" SCH. 80 NIPPLE O2 WITH FICH 40 LTER SOCK AND 4ENOSI PID PIPE URPLE RECYCLED WATER WARNING SINGLE VALVE MANIFOLD o = OO BOX SEE SPECIFICATIONS, DO NOT CUT SEE SPECIFICATIONS) O 11 1" FIPT X MIPT SCH. 40 DRAINAGE GRATE CAP FASTEN CAP r- ( TAG (PER LOCAL STANDARDS) O 90 ELL (2 REQUIRED) WITH A MINIMUM OF 3 STAINLESS v � ADDITIONAL HOLES INTO BOX) 10 CLOSE NIPPLE (5 REQUIRED) ( ) w LL' 3O WYE STRAINER (SEE SPECIFICATIONS) ® TEE IN PRESSURE SUPPLY LINE O AROUND GRAVEL SSTALL FILTER UMP BUBBLERS ERIC STEEL SIRRIGATION LEGEND 1 O SEE PLAN FOR SIPURPLE ZE¢ v 11 PVC SCH. 80 UNION (LINE SIZE) 12 PURPLE PRESSURE SUPPLY LINE 6 O PRESSURE SUPPLY LINE O INSTALL 1'�MINIMUM BELOW DRAIN ORATE TREE BUBBLER SCHEDULE: D (SEE PLAN FOR SIZE) z O 18" LENGTH OF SCH. 40 FLEXIBLE PVC O (SEE PLAN FOR SIZE) 13 3/4" GRAVEL SUMP IN, UNDER (SHOWN AT SIDE FOR GRAPHIC ¢ ¢ 4 TUBING, CONNECT TO FILTER PCV SCH. 40 FIP X FIP ELL BALL VALVES TO MANIFOLD = 12 (2 REQUIRED) 10" ROUND PURPLE VALVE BOX (DO AND AROUND VALVE BOX. FILL 4 1/2" MIPT X 1/2" MIPT SCH. 80 NIPPLE O (SEE IRRIG. LEGEND AND DETAIL) CLARITY, LOCATE UNDERNEATH o w w O PURPLE PVC NON-PRESSURE LATERAL INSTALL FILTER FABRIC AROUND © NOT CUT ADDITIONAL HOLES INTO BOX) TO TOP OF VALVE BOX HOLES O (LENGTH AS REQUIRED) (2 REQUIRED) 15 GALLON - 1 BUBBLER VALVE BOXES) 0 o LINE OR POLYETHYLENE TUBING (SEE 13 GRAVEL SUMP 1/2" FIPT X 1/2" FIPT SCH. 40 24" BOX - 2 BUBBLERS 3 QUICK COUPLER K z O SCH 40 GALV. 36" STAKE WITH (2) 6 O (SEE IRRIG. LEGEND AND DETAIL) BALL VALVE AND PURPLE SUPPLY >o O - USE 314" PVC SCRAP TO WRAP 24" OF 14 RECYCLED WATER WARNING AND O SPRINKLER TIES O 90 DEGREE ELBOW 36" BOX - 2 BUBBLERS HEAT BRAND ALL PURPLE VALVE O LINE TO QUICK COUPLER w o z 6 D VALVE IDENTIFICATION TAG PVC SCH. 80 THREADED NIPPLE IRRIGATION LATERAL LINE 42" BOX - 2 BUBBLERS ® BOXES PER SPECIFICATIONS (SIZE PER PLAN) O z O ADDITIONAL WIRE BEFORE CONNECTING ® (SIZE TO FIT) © (PER LEGEND AND SPECIFICATIONS) 48" BOX AND UP -4 BUBBLERS Y ¢ PVC SCH. 40 SLIP X FIPT ELL CONNECTING ELECTRIC CONTROL VALVE v Oj O FIPT X 1/2" SLIP SCH. 40 5 (SEE IRRIG. LEGEND AND VALVE DETAIL) RISER FROM PVC PRESSURE SUPPLY LINE FEMALE ADAPTER U [] W DATE: 02-03-17 PROJECTAPPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Z > ■ RESIDENTIAL DRIP VALVE ASSEMBLY ■ RESIDENTIAL RECLAIMED QUICK COUPLING VALVE " " ■ RESIDENTIAL RECLAIMED TREE WELL BUBBLER " " ■ RESIDENTIAL RECLAIMED MANIFOLD CONFIGURATION d 0 U Of ■ COMMERCIAL a ■ COMMERCIAL F ■ COMMERCIAL ■ COMMERCIAL ■ HOA - ■ HOA ■ HOA ■ HOA a < ■ CSA WITH BALL VALVE ®; , AND SCHEDULE ; SINGLE AND MANIFOLD VALVES c ■ CSA c ■ CSA c ■ CSA ¢ a LMD/CFD 3"=1'-0" RSERIES STD. R-042 '��"` ■ LMD/CFD 3"=1'-0" FR-SERIES STD. R-044 '^ �� LMD/CFD NO SCALE R-SERIES STD. R-050 '^ �� LMD/CFD 3/4"=1'-0" RSERIES STD. R-045 Approved 1 3 GEAR DRIVEN ROTOR WITH PURPLE CAP Electronically O (SEE SPECIFICATIONS Asa TIFF 2 4 4 24" MINIMUM ALIGN TOP OF HEAD WITH TOP OF E Mylarnot SHRUB MASS Exisstt 5 A EXTERNAL CHECK VALVE 11-11= I�II�II�II�IIGIII �II�II�II� -III II II III III III- (OPTIONAL) II�II�II�II�II 1 I �II�II�II�II 6 3/4" UVRSCH. 80RISER = III —III III— 0 (LENGTH VARIES) - E= E=111— GE= E= LIE= E= E= E= E 7 SPRINKLER STABILIZER BAR ' I�II�IIGI11=11 X11 X11 //� II�II�II�II a ' III— III— III III—� 1 ® (SEE SPECIFICATIONS) < —ISI IIIIII—ISL E 11E 11E 11E 11E 11E 11E 1 E 11E 11 GI - _— — —III— — —III III—III-1 O5 SPRINKLER STABILIZER TIE = 1�I I�I I�I I�I I�I I�I I rrrrrrrrrrrrrrrrr I�I I�I I�I _I —I I L x �I �I �I �I �I �I aaaaa ar a�I �I a�I III III-I L I I I L I I 314" MIP X 3/4" FIP UVRscH 40 �I �I �I �I �I GI GI a�I -1 I-III-III-I -III III- -IIF 2 © 90 ELBOW (2 REQUIRED) 314" PIET X LINE- I�II�II�II�II�II� I- =III I�II�IIL ISI—ISI—III ISI ISI; E 11E 11E 11E 11E 1 - - - LIE 11E 11. III—III—III— III—III—�— - j O TEE OR ELBOW W LATERAL LINE ZE SLIP UVR o II�II�II�IIGI = —III-II�II�I E= E= E= — G E= E'_ III—III— - = RECYCLED WATER :LIE= E= E=III II- 11 11 IL ] -Ili ILII III—III�� — 3 rn ® WARNING STICKER > �II�II� I�II�I er'+ e — — = PIPE STABILIZER MIN 10' 0.C. IE=11E=11E=11 —IIGIIE=11L 8 1 ~ OANDATALLHEADSANDANGLEDFITTINGS rn CO = E= E= = E= E= SEE SPECIFICATIONS �II�II GII�IIE N ( ) = 1E 11E 11 =1IE=11E=1 9 2 UVR SCH. 40 NON PRESSURE LATERAL o 0 III IIE 10 5 a 0 3 10 LINE PIPE SIE 11 11_gm!- - E 11E 11 FINISH GRADE IIIIGII 1I 1I�II�II�II�IIGIIGII 1Il IIl 11�III-III 1Il =11 II�IIF � I�Illl�ll�ll�ll�ll�ll�ll�ll�ll�ll�ll�+ IEII�II 6 4 � IIIIIrII�IIr=IIr=IIl85 7 10 N0 1 PRESSURE SUPPLY LINE 9 8 11 z Q (SEE PLAN FOR SIZE) 6 w ¢ 2 SPARE WIRES AND 1 COMMON WIRE (CONTINUOUS 10 0 9 4 TRQ O FROM CONTROLLER) (SEE SPECIFICATIONS FOR SIZE AND COLOR) o O USE 3/4" PVC SCRAP TO WRAP 24 " OF ¢ 3 ADDITIONAL WIRE. LABEL ALL WIRES AS "SPARE' 10" ROUND VALVE BOXINDEPENDENT w ® FROM ALL OTHER BOXES)DID —I —I —I —I —III—III—III III—III—III—III—III—� FINISH GRADE POP-UP ROTOR HEAD WITH PURPLE 90 O6 DEGREE ELBOW (1 REQUIRED)D > O CAP (SEE SPECIFICATIONS) z I I; r— � 3/4" GRAVEL SUMP IN, UNDERANDAROUND z 6 VALVE BOX. FILL TO TOP OF VALVE BOX HOLES EXTERNAL CHECK VALVE ] 3/4" z 8" PVC SCH. 80 NIPPLE — — —III— III—III—III—III — — —III—III—� z 3 (SEE SPECIFICATIONS) =111-1 I—III—III III—I —11I—III—I III—III-11I—I I1=1I1- O v O O INSTALL FILTER FABRIC AROUND GRAVEL IN 0 7 SUMP O3 FINISH GRADE ® 3/4" FIPT X MIPT SCH. 40 —I —I -111— 111-111-111-111 —I —I -111—I 1= ¢ m w SCH 80 CAP AND WIRES WITH APPROVED WATERTIGHT 90 DEGREE ELBOW (2 REQUIRED) = — —111 111— — —111— 111-111-111— =1 ED ® WIRE CONNECTOR (SEE SPECIFICATIONS) 4 ADJACENT HARDSCAPE 9 SINE(LATERALSIZE x 3/4�FIPT)LTERAL -III—III—III— III—III—III—III — — — =1 0 ¢ z RECYCLED WATER WARING O (IF APPLICABLE) O w U J O O TAG (PER LOCAL STANDARDS) O 1" x 2" SCH. 80 NIPPLE 10 PINE(SIZE as NOTED ON PLAN) - — —� a w 10 CENTER OF SPARE WIRE VALVE BOX LY BELOWIII IDATE: 02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION 11 DATE: 02-03-171 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE: 02-03-17 PROJECT APPLICATION I RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION ¢ ■ COMMERCIAL RECLAIMED SPARE WIRE BOD R-aas (010!m n ■ RESIDENTIAL w 3 0L ■ RESIDENTIAL RECYCLED 12 POP-UP ROTOR RECYCLED SHRUB ROTOR ON RISER RESIDENTIAL ■ COMMERCIALS " ■ COMMERCIAL z o ■ HOA E HOA WITH EXTERNAL CHECK VALVE 0 HOA ON GRADE WITH CHECK VALVE z 1 �' ■ LMD/CFD 3"=1 '-0" R-SERIES STD. R-071 '^ ��" LMD/CFD SCALE: 3"=1'-0" R-SERIES STD. R-074 CSA 2B LANDSCAPE & IRRIGATION sdI ITL( NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,gyp o ,,, II�11 V OT NOTE:WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 l4 *_ _ 1V1D/AT017 ,^, wO Lo II IIe SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. eb�b� SHEET NO. N > o Z �� WORK CONTAINED WITHIN THESE PLANS OD6CAPE CIVIL IP# 050171 , 050172, 050173 O < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enuuaPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-13 d U 1' ¢ DIAL ENCROACHMENT PERMIT AND/ORA ,�" o :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w two wEFOIRE GRADING PERMIT HAS BEEN ISSUED. �� L] N BEFORE OATS BEFORE S. SOLANA BEACH, CA 92075-2042 x LANDSCAPE IMPROVEMENT PANS — PHASE 2 N O j YOU DIG You DIG s�mm,.. 619-294-8484 0 z o pwlelmdscn architect sink these msisr onsi*for assunn &neo14°"' FAX 619-574-0626 SPRING MJUMPIN RCWD. STOCKYARD RCWD AND SPRING STREET o me d pe 9 g PI B 's 9/2x/17 IRRIGATION DETAILS 350E 70 S- ¢ U TOLL FREE I-800-227-2600 the ocmmcymdamsptabdityol Ne desgn heron. In Neemlaf dissrepmsies �� oa. �� LANDSCAPE OL AOR SERVICE BY arisngaNemuntyapprovdmdumgm heWn,Ihepnwtelmdmapemrhited NARK BY DATE APPA. DATE tf OF CAIAFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d ¢ [L UNDERGROUND SERVICE AIERf shop be respmsNe tar detaminiog m occWtaBesoluUm and rensing the plans for EN[7� RN9B6 COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H: V RB NOUP coasuL, INC. FILE N0. 963- 1 1 - uppro4b the muni . a 1 a O GEAR DRIVEN ROTOR WITH PURPLE CAP (SEE SPECIFICATIONS) TOP OF SLOPE 1 a ALIGN TOP OF HEAD WITH TOP OF SHRUB MASS -A` A 2 a O EXTERNAL CHECK VALVE (OPTIONAL) ¢ 2 3 > c SPRINKLER STABILIZER TIE 0 3 D OO (SEE SPECIFICATIONS) 4 < ® SPRINKLER STABILIZER BAR4 B 4 w y (SEE SPECIFICATIONS) 5 C 5 O 3/4" UVR SCH. 80 RISER (LENGTH VARIES) ti o © 90 ELBOW" FIR UVR-SCH 40 � 1 12 5 3 6 PURPLE EMITTER NOZZLE AND OW (2 w •:3:.; SCREEN, SEE SPECIFICATIONS r TE FIPT X LINE SIZE SLIP UVR 0 VINYL COATED 12" LONG 0 c o O TEE OR ELBOW IN LATERAL LINE ��`� 2 6 7 L O TUBING "J" HOOK rn N z RECYCLED WATER 0 FLEXIBLE 1/2" RISER ASSEMBLY w r ¢ © WARNING STICKER III III= O WITH 1/2" MIPT THREADED END ¢ ? o PIPE STABILIZER MIN 10' O.C. AND �� B 3 III- - III = 1 6 8 o O AT ALL HEADS AND ANGLED FITTINGS 0 III - — _ 2 — 1/2" SCH 40 SLIP X FIPT o UVR SCH. 40 NON PRESSUE 4 — — = = 2 7 FEMALE ADAPTER z 10 LATERAL LINE PIPE P� -III—III—III III _ 6 8 I 1=1 III_ _ _ _ O 1/2" SCH 40 UVR PVC ED N 11 FINISH GRADE , 5 —III—III— _ =III= FLAT - —j BARK MULCH LAYER ON SLOPE g — TOE OF SLOPE =III— 1 6 z } B - -III- _ _ _ 4 .I = 1— O (WITH PRIOR APPROVAL ONLY) z B �—III—III -III—III= PLANT SPACING A B C D 1 O PLANT ROOT BALL z 7 =I =I =I -_ 8 9 2 a 0 w —1111— - — - 2' O.C. 12" 32" 42" 12" 11 10 O AMENDED BACKFILL 9 T O.C. 18" 42" 5'A" 12" 3 N W a Z 1=1 —I 1=1 10 4' O.C. 24" 54° r-0" 1z" 4 o o —III-111=1I I— 9 a I—III—III—I =1 = 1 s O.C. 30" 64° =III—III—III —I —I —_ 10 ¢ z I—III—III —III—III—III—I — 11 6' O.C. 36" 74" 10' 4" 12" PVC SCH 40 UVR© LATERAL LINE `i$y:• ':y o UALUSHEMBLY -_ ••::.: .. 3 0 — — III—III—III—III—III _ 1 RECYCLED WATER WARNING SLIP X MIPT SCH. 40 PVC ADAPTER © PVC SCH 40 FIPT X FIPT ELL 1 3 4'NS X 3 4L MHT WITHVALVCAP 7 TAG / STICKER (MINIMUM 201 .C.) 8 = ='`"7 :yy;;,,•„•,,,,,,,, NOTE: w 1=1 —I III III—III —III— O (2 REQUIRED) (3 REQUIRED) O O J a = 11111111111111111111111111111 III 11111111111111- ® 10m ROUND SPECT SPECIFICATIONS, DO NOT CUT (SE� FINISH GRADE O (EE OEMITTEN GRADE EMITTER DETAIL) ®R ON FLEXIBLE RISER GALVANIZED VINYL COATED J” HOOK 7 ON GRADE DRIP IRRIGATION MAY a _ _ — ADDITIONAL HOLES INTO BOX) ® 8 " PVC SCH 80 RISER 3 SHRUB SPACING 9 SWING ASSEMBLY FOR SLOPE ONLY BE DESIGNED AND INSTALLED III—III—III III—III III—III—III= O (VARIES - SEE PLANTING PLANS) O TRANSITION (IF APPLICABLE) — o WITH PRIOR WRITTEN APPROVAL OF O p 1111 111 111-111— III 111=1111:1 3 18" LENGTH SCH.PVC TUBING FOR 40 FLEXIB E O VALVE BOX (FILGRAVEL LITO TOP OF HOLNDERANDS ROUND 4 PRESSURE REGULATOR IN BOX - o tr z O 11-111 =1 111 111=1 I - O INSTALL FILTER FABRIC AROUND O 10 SUPPLYIONE PRESSURE COUNTY REPRESENTATIVE W O z 1 — — —III—III- OUTSIDE OF BOX 10 GRAVEL SUMP 5 CHECK VALVE — — —_ 0 z —III- -� =III- ® PVC BALL VALVE (LINE SIZE) 11 PURPLE DRIP TUBING LATERAL LINE OTE: 11 (SEE DETAIL)ASSEMBLY — —111 111- PLANT WATERING BASING ADJAINSTALL DRIP EMITTER INSIDE CENT Y ¢ O (SEE SPECIFICATIONS) —I w N a O CLOSE NIPPLE (2 REQUIRED) 12 RECYCLED WATER WARNING ON GRADE DRIP IRRIGATION MAY ONLY BE DESIGNED AND INSTALLED WITH PRIOR SLOPE —III- - TO ROOT BALL s ¢ O TAG PER LOCAL STANDARDS WRITTEN APPROVAL OF RCTD REPRESENTATIVE O [] W DATE:02-0317 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0317 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0317 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPESECTION GATE:02-0377 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Q > ■ RESIDENTIAL RECYCLED SHRUB ROTOR ON RISER °` "'"�, ■ RESIDENTIAL RECLAIMED MANUAL FLUSH ASSEMBLY �°` "'"E ■ RESIDENTIAL POINT TO POINT IRRIGATION °""�, ■ RESIDENTIAL RECLAIMED EMITTER ON FLEXIBLE RISER O H ° R ■ COMMERCIAL ■ COMMERCIAL ■ COMMERCIAL ■ COMMERCIAL �^ s ■ HOA ■ HOA ■ HOA ■ HOA a a \ s ■ CSA ON GRADE SLOPE WITH CHECK VALVE Jr ■ CSA FOR POINT TO POINT DRIP Jr ■ CSA WITH ON GRADE LATERALS Jr ■ CSA WITH ON GRADE LATERAL LINE ¢ a \�, ^_" ■ LMD/CFD SCALE: 3"=1'-0" R-SERIES STD. R-075 ^ _� LMD/CFD 3"=1'-0" R-SERIES STD. R-092 LMD/CFD NO SCALE ' R-SERIES STD. R-094 NO SCALE R-SERIES STD. R-095 Approved 18„cL Electronically O As a TIFF RECLAIMED WATER SIGN PER WARNING RECLOWED1 PER LOCAL WATER DISTRICT STANDARDS Myl rs doExist st not °O ” 1 ATTACH SIGN TO POST W/ (2) 1/4" CARRIAGE EO BOLTS 3" FROM TOP AND BOTTOM OF SIGN. m BOLT SIZES AS REQUIRED O 3" GALVANIZED STEEL POST AVW-ACU k1u>uRA 2 SLOPE TO DRAIN AWAY FROM POST O FINISH GRADE z COMPACTION PER GEOTECHNICAL rn 3 © REPORT zp O7 CONCRETE FOOTING 0 a M M a o > o is 0 0 4 5 z c O N [] v z w ¢ _ _ 1�1 111—III_ ti N ¢ w w :III . 111 w � } O z Z 7 3 o N 00 ¢ w - - - -III= w' ds ,0 0 V 0 0 12" W J H � a z IDATE:02-0317 F PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION a ■ RESIDENTIAL RECLAIMED WATER SIGNAGE cm ■ COMMERCIAL z i can PER LOCAL WATER DISTRICT STANDARDS 04 cc z z „ LMD/CFD 1"=1'-0" R-SERIES I STD. R-047 CSA 126 z ¢ o ,�LAANDSS/CAPE & IRRIGATION p o ,� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK FOR CONSTRUCTION - 9/28/17 — /� ^�i" 11/14/2017 1 D1ATE 017 w O a ///„?e � LT�' 1)� WITHIN THE ROAD RIGHT—OF—WAY ONLY. N 0 � v ��\(lIJ❑JIT LV�1``l NOTE: SEAL-LANDSCAPE AeCHITECT PREPARED BY: BENCHMARK: TRACT 29598, —1 , —2 I.P. No. 170025 P.P. No. !L[�b� SHEET NO. en > o z WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN Cos ew1;1 °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH ID-14 d 0 1' ¢ DIAL ENCROACHMENT PERMIT AND/ORA ,�" 0 4 :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE W two wEFOIRE GRADING PERMIT HAS BEEN ISSUED. J : �� N BEFORE OATS BEFORE S. SOLANA BEACH, CA 92075-2042 = LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N O > 0 Hou DIG You DIG s1P,m,.. 619-294-8484 0 z O i= pmlelmdmn archAectsnlo these msisr onsible for uesurin &""°1 °"fi11/'°/'01 FAX 619-574-0626 SPRING MpUMP1N ROAD. STOCKYARD ROAD AND SPRING STREET o me d pe g P g 's s/2a/n IRRIGATION DETAILS 360E 70 SH I ¢ U TOLL FREE I-800-227-2600 the ocmmcymdoueptobilityol Nedesgnhemn. In NeemlafdisaepmoesR� LANDSCAPE d AGO SERVICE BY orishgaNsuuntyapprod mduriogunstruebon,lheprieutelmdmapeorchbed NARK BY DATE A".. DATE tf OF CAIAFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d Q d UNDERGROUND SERVICE ALERT shop be respmsNe tar detaminiog m occWtoBesoldim and Hensing the plans for RNB06 COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB HOME coasuL, INC. FILE LA0. 963- 1 1 — upproeolb the cant . ENGINEER a SECTION 328400-R 1.03 EXISTING FIELD CONDITIONS: h DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDING B. SOLVENT WELD PRESSURE SUPPLY LINE: a RECYCLED WATER IRRIGATION SYSTEM CORNERS, FIXED HARDSCAPE CORNERS, ROAD INTERSECTIONS, a A PRESERVE AND PROTECT ALL EXISTING TREES, PLANTS, MONUMENTS, PERMANENT EXISTING UTILITIES) THE LOCATION OF THE FOLLOWING ITEMS: 1. SOLVENT WELD PURPLE PRESSURE SUPPLY LINE: (DOWNSTREAM OF WYE > N STRUCTURES, HARDSCAPE AND ARCHITECTURAL ELEMENTS FROM DAMAGE STRAINER) PVC CL315BE IT - 31 o PART 1 - GENERAL DUE TO WORK IN THIS SECTION. IN THE EVENT THAT DAMAGE DOES OCCUR .1 WATER METERS. TO INANIMATE OBJECT AND STRUCTURES, THE CONTRACTOR WILL REPAIR OR 2 PUMP STATIONS a. MANUFACTURED FROM VIRGIN POLYVINYL CHLORIDE (PVC) COMPOUND z y 101 SUMMARY: REPLACE SUCH DAMAGE TO THE SATISFACTION OF THE OWNER OR OWNER'S 3 CONNECTION TO EXISTING WATER LINES. IN ACCORDANCE WITH ASTM D2241 AND ASTM D1784; CELL - REPRESENTATIVE DAMAGE OR INJURY TO LIVING PLANT MATERIAL WILL BE .4 ROUTING OF PRESSURE SUPPLY LINES AT EVERY 100' ALONG ROUTING CLASSIFICATION 12454-8, A THIS SECTION COVERS THE FURNISHINGS OF ALL MATERIALS AND REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE b WYE STRAINERS b TYPE 1, GRADE 1. PERFORMING ALL OPERATIONS TO PROVIDE A COMPLETE OPERABLE .6 FLOW SENSORS LANDSCAPE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING B. TRENCHING OR OTHER WORK REQUIRED IN THIS SECTION UNDER THE LIMB .7 MASTER VALVES 2 FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED PVC, Zn THE FOLLOWING SPREAD OF EXISTING TREES SHALL BE DONE BY HAND OR BY OTHER .8 ISOLATION BALL VALVES COMPLYING WITH ASTM D1784 AND D2466, CELL CLASSIFICATION 12454-B, METHODS SO AS TO PREVENT DAMAGE OR HARM TO LIMBS, BRANCHES AND .9 QUICK COUPLING VALVES w y ¢ 1. TRENCHING, STOCKPILING EXCAVATED MATERIALS AND REFILLING ROOTS .10 AIR RELEASE VALVES a. THREADS- INJECTION MOLDED TYPE (WHERE REQUIRED) w TRENCHES. .11 ELECTRIC CONTROL VALVES b TEES AND ELLS- SIDE GATED o e C. TRENCHING IN AREAS WHERE ROOT DIAMETER EXCEEDS 2 INCHES SHALL BE .12 DRIP VALVE ASSEMBLIES 0 2 IRRIGATION SYSTEM COMPONENTS INCLUDING BUT NOT LIMITED TO: DONE BY HAND. EXPOSED ROOTS OF THIS SIZE SHALL BE HEAVILY WRAPPED .13 FLUSH VALVE ASSEMBLIES 3. THREADED NIPPLES: ASTM D2464, SCHEDULE 80 WITH MOLDED THREADS. z PIPING, BACKFLOW PREVENTION DEVICES AND ENCLOSURES, VALVES, WITH MOISTENED BURLAP TO AVOID SCARRING OR EXCESSIVE DRYING .14 SWING CHECK VALVES w a FITTINGS, ROTORS, SPRAY HEADS, CENTRAL CONTROL SYSTEM WHERE A TRENCHING MACHINE IS OPERATED IN PROXIMITY TO ROOTS THAT .15 CENTRAL CONTROL SYSTEM CONTROLLERS 4. JOINT CEMENT AND PRIMER TYPE AS RECOMMENDED BY MANUFACTURER N CONTROLLERS, WIRING AND FINAL ADJUSTMENTS AS DETERMINED BY THE ARE LESS THAN 2 INCHES THE WALL OF THE TRENCH SHALL BE HAND .16 GROUNDING RODS. OF PIPE AND FITTINGS. z ARCHITECT TO INSURE EFFICIENT AND UNIFORM DISTRIBUTION. TRIMMED , MAKING CLEAN CUTS THROUGH ROOTS. .17 CONTROL WIRE ROUTING ( IF ROUTED SEPARATELY FROM PRESSURE zz SUPPLY LINE). C. GASKET-END PRESSURE SUPPLY LINE: 0 0 a PIPE CONNECTIONS TO IRRIGATION PUMP STATIONS, WATER METERS AND D. TRENCHES ADJACENT TO OR UNDER EXISTING TREES SHALL BE CLOSED .18 CONTROL WIRE SPLICES THAT ARE OUTSIDE OF THE CONTROLLER. a N w BACKFLOW PREVENTION DEVICES WITHIN 24 HOURS , AND WHEN THIS IS NOT POSSIBLE, THE SIDE OF TRENCH .19 WEATHER STATION EQUIPMENT 1. GASKET-END PURPLE PRESSURE SUPPLY LINE (DOWNSTREAM OF rr N CLOSEST TO THE TREE OR TREES AFFECTED SHALL BE COVERED WITH 20 COMMUNICATION EQUIPMENT FOR CENTRAL CONTROL SYSTEM BACKFLOW PREVENTION DEVICE) PVC CLASS 200 (4' AND LARGER). G U 0 4. TESTING AND INSPECTION OF IRRIGATION SYSTEM. MOISTENED BURLAP. 21 OTHER EQUIPMENT AS DIRECTED BY THE ARCHITECT. 5. CLEAN-UP AND MAINTENANCE a. MANUFACTURED FROM VIRGIN POLYVINYL CHLORIDE (PVC) COMPOUND V Ja } E PROTECT, MAINTAIN AND COORDINATE WORK WITH OTHER CONTRACTS, 2 PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, IN ACCORDANCE WITH ASTM D2241 AND ASTM D1784; CELL a > SPECIFICATIONS, TRADES, AND UTILITIES. EXTREME CARE SHALL BE PROVIDE A RECORD SET OF FIELD AS-BUILT DRAWINGS AS DESCRIBED ABOVE CLASSIFICATION 12454-R s zo B. THE CONDITIONS OF THE CONTRACT AND DIVISION 1 APPLY TO THIS SECTION EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING TO THE ARCHITECT FOR REVIEW. AFTER REVIEW, THE ARCHITECT WILL RETURN G TYPE 1, GRADE 1. 0 AS FULLY AS IF REPEATED HEREIN. UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY 3 z THEIR OPERATIONS. IN THE EVENT THAT DAMAGE DOES OCCUR, THE COSTS OF THE SET L THE FIELD FOREMAN REQUESTING FURTHER \ INFORMATION OR WILL NOTIFY THE OWNER THAT THE RECORD SET OF FIELD 2 FITTINGS: CAST IRON OR EPDXY COATED STEEL; COMPLYING WITH ASTM ¢ w 102 GENERAL REQUIREMENTS: SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR UNLESS OTHER AS-BUILTS DRAWINGS ARE COMPLETE AFTER APPROVAL FROM THE OWNER, D7784 AND D2466, CELL CLASSIFICATION 12454-B. z ARRANGEMENTS HAVE BEEN MADE WITH THE OWNER A WALK THROUGH FOR SUBSTANTIAL COMPLETION MAY BE SCHEDULED. ¢ ¢ A CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES m a 3. GASKETS FACTORY INSTALLED IN PIPE AND FITTINGS, HAVING A METAL OR 0 w AND REGULATIONS LOCALLY GOVERNING THIS WORK PROVIDING THAT ANY F. USE CAUTION WHERE TRENCHES AND PIPING CROSS EXISTING ROADWAYS 3. PRIOR TO SCHEDULING THE FINAL WALK THROUGH, THE FINAL SET OF PLASTIC SUPPORT WITHIN THE GASKET OR A PLASTIC RETAINER RING FOR REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING SIDEWALKS, HARDSCAPE, PATHS OR CURBS. IN THE EVENT THAT DAMAGE IRRIGATION AS-BUILT DRAWINGS SHALL BE PROFESSIONALLY DRAFTED IN GASKET. y, o z THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, DOES OCCUR, THE CONTRACTOR WILL REPAIR SUCH DAMAGE AT THE AUTO-CADD BY THE ARCHITECT. Z UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE CONTRACTORS EXPENSE. p 4. LUBRICANT: AS RECOMMENDED BY MANUFACTURER OF PIPE FITTINGS y O a ARCHITECT. 4. THE ARCHITECT AND THE CONTRACTOR SHALL VERIFY THE FINAL AS-BUILTS w N a1.04 REQUIRED DOCUMENTS: AT THE TIME OF THE FINAL WALK THROUGH AND ONCE SUCCESSFUL THE D. NON-PRESSURE LINES BELOW GRADE: a CONFORM TO THE REQUIREMENTS OF THE REFERENCE INFORMATION LISTED ARCHITECT SHALL DELIVER THE FINAL SET OF AS-BUILT DRAWINGS TO THE o N BELOW EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR A SUBMITTALS OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INITIATING THE MAINTENANCE 1. PURPLE NON-PRESSURE LINES: (DOWNSTREAM OF ELECTRIC REMOTE J o SPECIFIED IN THE MOST CURRENT SET OF CONSTRUCTION DOCUMENTS: PERIOD FOR THE CONTRACTOR. CONTROL VALVE) PVC SCH 40 1 SUBMIT (6) SIX SETS OF ALL IRRIGATION EQUIPMENT TO BE USED, d a a 1. AMERICAN SOCIETY FOR TESTING MATERIAL (ASTM), FOR TEST METHODS MANUFACTURERS BROCHURES, SERVICE MANUALS, GUARANTEES, AND D. CONTROLLER CHARTS 2 FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED PVC, Q a SPECIFICALLY REFERENCED IN THIS SECTION. OPERATING INSTRUCTIONS FOR APPROVAL TO THE ARCHITECT PRIOR TO COMPLYING WITH ASTM D1784 AND D2466, CELL CLASSIFICATION 12454-B. BEGINNING WORK SUBMITTALS SHOULD BE IN A BOUND FORM COMPLETE t PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL COMPLETION, Approved 2 UNDERWRITERS LABORATORIES (UU, FOR UL WIRES AND CABLES WITH TABLE OF CONTENTS. THE CONTRACTOR SHALL NOT PROCEED PROVIDE A RECORD SET OF FIELD CONTROLLER CHARTS WHICH HAVE COLOR a. THREADS- INJECTION MOLDED TYPE (WHERE REQUIRED) Electronically WITH WORK IN THE FIELD UNTIL THIS SUBMITTAL IS APPROVED IN ITS CODED EACH STATION WITHIN EACH CONTROLLER TO THE ARCHITECT FOR b. TEES AND ELLS- SIDE GATED As a TIFF C. WORK INVOLVING SUBSTANTIAL PLUMBING FOR INSTALLATION OF BRASS ENTIRETY BY THE ARCHITECT. REVIEW. AFTER REVIEW, THE ARCHITECT WILL RETURN THE CONTROLLER a THREADED NIPPLES: ASTM D2464, SCHEDULE 80 WITH MOLDED Mylars do not PIPING, BACKFLOW PREVENTION DEVICES AND OTHER RELATED WORK SHALL CHARTS TO THE FIELD FOREMAN REQUESTING FURTHER INFORMATION OR WILL Exist BE EXECUTED BY A LICENSED AND BONDED PLUMBING CONTRACTOR. ANY B. SERVICE MANUALS THREADS NECESSARY PERMITS SHALL BE OBTAINED PRIOR TO BEGINNING WORK NOTIFY THE OWNER THAT THE RECORD SET OF CONTROLLER CHARTS ARE COMPLETE AFTER APPROVAL FROM THE OWNER, A WALK THROUGH FOR 3. JOINT CEMENT AND PRIMER TYPE AS RECOMMENDED BY MANUFACTURER t THE CONTRACTOR SHALL FURNISH (4) FOUR SERVICE MANUALS TO THE SUBSTANTIAL COMPLETION MAY BE SCHEDULED. OF PIPE AND FITTINGS. D. SPECIFIED DEPTHS OF PRESSURE SUPPLY LINES, LATERALS AND PITCH OF OWNER PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL PIPES AS STATED IN THIS SECTION ARE MINIMUMS SETTLEMENT OF COMPLETION MANUALS SHALL BE SUBMITTED IN A BOUND FORM 2 PRIOR TO SCHEDULING A FINAL WALK THROUGH, ONE SET OF CONTROLLER E. NON-PRESSURE LINES ABOVE GRADE TRENCHES LOWER THAN GRADES SPECIFIED ON THE FINAL GRADING PLANS IS COMPLETE WITH A TABLE OF CONTENTS, AND WORKMANSHIP FORM ON CHARTS SHALL BE PROFESSIONALLY DRAFTED IN AUTO-CADD BY THE CAUSE FOR REMOVAL OF FINISH GRADE TREATMENT, REFILLING TRENCHES, COMPANY LETTERHEAD COPY OF CONTRACTOR'S WARRANTY, COPY OF ARCHITECT FOR EACH CONTROLLER UNIT INSTALLED ON THE PROJECT. THE 1. NON-PRESSURE LINES: (DOWNSTREAM OF ELECTRIC REMOTE CONTROL RECOMPACTING AND REPAIRING OF FINISH GRADE TREATMENT. THE LETTER OF CERTIFICATION FOR THE CENTRAL CONTROL SYSTEM ON CONTROLLER DRAWINGS SHALL BE AN ACTUAL AUTO-CADD REDUCTION OF VALVE) ULTRAVIOLET RESISTANT PVC SCH 40, CONFORMING TO ASTM THE CENTRAL CONTROL SYSTEM MANUFACTURER'S LETTERHEAD AND THE AREA COVERED BY THAT CONTROLLER UNIT AND SHALL BE AT THE D1785-8a E. FOLLOW CURRENT PRINTED MANUFACTURERS SPECIFICATIONS AND DRAWINGS SHALL CONTAIN COMPLETE ENLARGED DRAWINGS OF ALL EQUIPMENT MAXIMUM ALLOWABLE SCALE THAT WILL FIT INSIDE THE CONTROLLER DOOR z FOR ITEMS OR INFORMATION NOT SPECIFIED OR GRAPHICALLY INDICATED IN INSTALLED SHOWING COMPONENT WARRANTIES AND CATALOG NUMBERS WITHOUT FOLDING THE DRAWING. 0 2 FITTINGS: STANDARD WEIGHT, ULTRAVIOLET RESISTANT SCHEDULE 40, THE MOST CURRENT SET OF CONSTRUCTION DRAWINGS. TOGETHER WITH THE MANUFACTURERS NAME AND ADDRESS. MANUALS c� INJECTION MOLDED PVC, COMPLYING WITH ASTM D1784 AND D2466, CELL of SHALL INCLUDE OPERATION INSTRUCTIONS MANUALS SHALL BE SUBJECT 3. THE ARCHITECT AND THE CONTRACTOR SHALL VERIFY EACH CONTROLLER CLASSIFICATION 12454-B, F. SCALED DIMENSIONS ARE APPROXIMATE AND AT TIMES IT IS NOT POSSIBLE TO APPROVAL BY THE OWNER OR OWNERS REPRESENTATIVE AS TO CHART AT THE TIME OF THE FINAL WALK THROUGH AND ONCE SUCCESSFUL rn c TO INDICATE OFFSETS, FITTINGS AND OTHER RELATED EQUIPMENT COMPLETENESS THE ARCHITECT SHALL DELIVER THE FINAL SET OF CONTROLLER CHARTS TO cc GRAPHICALLY ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE a. THREADS- INJECTION MOLDED TYPE (WHERE REQUIRED) o RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO INITIATING THE O b. TEES AND ELLS- SIDE GATED 2 THE SERVICE MANUAL WILL BE INCORPORATED INTO THE MAINTENANCE MAINTENANCE PERIOD FOR THE CONTRACTOR THE CONTROLLER CHART SENT a THREADED NIPPLES: ASTM D2464, SCHEDULE 80 WITH MOLDED p BEFORE PROCEEDING WITH ANY WORK THE CONTRACTOR SHALL CAREFULLY MANUAL PREPARED BY THE ARCHITECT. TO THE OWNER SHALL BE HERMETICALLY SEALED BETWEEN TWO (2) PIECES THREADS CHECK AND VERIFY ALL DIMENSIONS OF RELATED ARCHITECTURAL ELEMENTS, OF MINIMUM 20 MILS THICK PLASTIC. o UTILITIES AND LANDSCAPING AND FURNISH AND INSTALL REQUIRED FITTINGS C. RECORD DRAWINGS/AS-BUILTS 4. THE ARCHITECT SHALL THEN DELIVER ONE CONTROLLER CHART TO THE a JOINT CEMENT AND PRIMER TYPE AS RECOMMENDED BY MANUFACTURER z n G. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE CONSTRUCTION OF PIPE AND FITTINGS. U o o t PRIOR TO BEGINNING WORK IN THE FIELD THE CONTRACTOR SHALL CONTRACTOR WHO WILL PERMANENTLY FIX THE CONTROLLER CHART TO THE a z DRAWINGS WHEN IT IS OBVIOUS THAT ACTUAL FIELD CONDITIONS SUCH AS SECURE A COMPLETE SET OF IRRIGATION PLANS AT THE ORIGINAL SCALE ¢ INSIDE OF THE APPLICABLE CONTROLLER 4. ON-GRADE PIPE STABILIZER BARS: 5/16' HOT ROLLED 'J HOOK WITH F N PHYSICAL OBSTRUCTIONS, GRADING DISCREPANCIES AND FIELD DIMENSIONS COMPLETE WITH DETAILS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROTECTIVE VINYL TUBING, WELDED TO #4 REBAR STAKE ¢ wwe e o VARY FROM THOSE RECORDED ON THE CONSTRUCTION DRAWINGS. BE RESPONSIBLE FOR MAKING A SET OF BLUELINE PRINTS FOR EVERY IMMEDIATELY BRING ANY SUCH DISCREPANCIES TO THE ATTENTION OF THE WEEK ON THE PROJECT. AT THE END OF EACH WORKING DAY, THE a ^ PART 2 - PRODUCTS 5. PURPLE RECLAIMED STICKERS APPLIED AT 10' INTERVALS o w ARCHITECT PRIOR TO PROCEEDING WITH WORK IF IMMEDIATE NOTIFICATION CONTRACTOR SHALL RECORD ALL WORK ACCOMPLISHED FOR THAT DAY a IS NOT GIVEN AND SUCH DISCREPANCIES EXIST, THE CONTRACTOR SHALL ON THE SET OF BLUELINE PRINTS IN RED INK THESE RECORD DRAWINGS 2A7 PIPING w ASSUME FULL RESPONSIBILITY FOR NECESSARY REVISIONS, AS DETERMINED F. SLEEVING AND CONDUIT: SHALL BE BROUGHT UP TO DATE AT THE END OF EACH WORK WEEK BY A N BY THE ARCHITECT.w > o QUALIFIED DRAFTSPERSON, THE DRAWINGS SHOULD INDICATE THE A GENERAL PIPING a ALL PVC SLEEVING FOR PRESSURE SUPPLY LINE AND NOW PRESSURE z \ FOLLOWING z SUPPLY LINE SHALL BE TWICE THE NOMINAL SIZE OF THE PIPE WITHIN z 3 H. ALL CENTRAL CONTROL SYSTEM TELEPHONE COMMUNICATION AND/OR RADIO t PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE o v o o COMMUNICATION SHALL BE TESTED AND CERTIFIED IN WRITING BY THE AND USED FOR SLEEVES BELOW GRADE AS INDICATED IN THE FOLLOWING F a ANY ZONING CHANGES. NOTED. SLEEVE AND CONDUIT SCHEDULE ¢ m w APPROPRIATE MANUFACTURERS REPRESENTATIVE AND SHALL ALSO BE TESTED ON LINE WITH THE CENTRAL COMPUTER SYSTEM PRIOR TO 1O m w 2. PIPE SHALL BE IDENTIFIED WITH THE FOLLOWING INDELIBLE MARKINGS: rn G ¢ z REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION. w U : a MANUFACTURERS NAME CIL. w b NOMINAL PIPE SIZE ¢ c. SCHEDULE OR CLASS. _ d PRESSURE RATING ~ a NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL w 3 a Z w wo I. DATE OF EXTRUSION. U z a 0 CSA 126 M LANDSCAPE & IRRIGATION = o //a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK _ 11/14/2017 z o Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 � DATE ,^o w 0 0 0 Lo TNOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. BbA�b� SHEET NO. > o z WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 � ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s ?hl it °Ao COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH IS-1 d 1W0 wolmlxc ENCROACHMENT PERMIT AND/ORA " .� :, . 462 STEVENS AVENUE, STE. 107 w w w DIAL � GRADING PERMIT HAS BEEN ISSUED. OPEN SPACE, BASIN, SIDEYARD AND SLOPE N BEFORE DAYS BEFORE �/• u , SOLANA BEACH, CA 92075-2042 x z _ - LANDSCAPE IMPROVEMENT PLANS - PHASE 2 > o YOU DIG You DIG slma�• 619-294-8484 0 mer lelmd amhAecl ging these msisr onsibk forassurin e"`q1 pv0e"A'a'pO � FAX 619-574-0626 SPRING MGUMNN RCWD, STOCKYARD ROAD AND SPRING SIREEf o z o f p D P `� B 's s12aln IRRIGATICNJ SPECIFICATIONS 370F70 SHT ¢ [C U TOLL FREE 1-600-227-2600 the muracymd meptobilityal edesgnhereen. ln a elutddissrepmdes mr. LANDSCAPE d A PUBLIC SERVICE BY anshgaNs muntyappald eldmngmnsductiln,theprimtelmdmapeashited NARK BY DATE N".. DATE tf OP CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d ¢ d UNDERGROUND SERVICE ALERT shall berespmsNefir delaminhgmocceptchlesolutimmdredsingHeplansfor TEBBtY6 COUNTY CERT LA0 . 3781 , EXP 11 2017 DATE: H: V: KB HOME COASTAL, INC. FILE NO. 963-I'Y - o rodb thecmnl . ENCIFEER 0- 1. SLEEVING AND CONDUIT MATERIAL UNDER HARDSCAPE: B. ELECTRIC MOTOR SHALL BE OF THE SQUIRREL CAGE INDUCTION TYPE 2A6 BASKET STRAINER 214 HOSE BIB 0- SUITABLE FOR FULL VOLTAGE STARTING MOTOR SHALL BE ODP TO AID IN a a. PURPLE PVC SCH 40 FOR P-2 1/7 PRESSURE SUPPLY LINE COOLING ELECTRIC MOTOR SHALL BE RATED FOR CONTINUOUS SERVICE THE A BASKET STRAINER SHALL BE MANUFACTURED WITH A STEEL POWDER COAT A HOSE BIB SHALL BE A ONE-PIECE BODY WITH 3/4' FIPT INLET AND 3/4' HOSE > N b. PURPLE PVC SCH 40 FOR 3' AND LARGER PRESSURE SUPPLY LINE MOTOR SHALL HAVE HORSEPOWER RATINGS SUCH THAT THE MOTOR WILL OR STAINLESS STEEL BODY WITH AN 80-MESH FILTRATION ELEMENT AND THREAD NON-KINK ANGLED OUTLET. o a PURPLE PVC SCH 40 FOR NOW PRESSURE LINES. CARRY THE MAXIMUM POSSIBLE LOAD TO BE DEVELOPED UNDER THE STAINLESS STEEL BASKET. F_ n d. (1) ONE 3/4' PVC SCH. 40 CONDUIT FOR UP TO 5 WIRES DESIGNED PUMPING CONDITIONS AND NOT OVERLOAD THE MOTOR BEYOND B. HOSE BIB SHALL HAVE OPTIONAL RECESSED LOCKING NUT. (1) ONE 1' PVC SCH. 40 CONDUIT FOR UP TO 8 WIRES THE NAMEPLATE RATING OF THE MOTOR MOTOR SHALL HAVE A 1.15 SERVICE B. SPECIFY BASKET STRAINER AT P.O.C. DIRECTLY DOWN STREAM OF THE - t (1) ONE 1 1/4' PVC SCH. 40 CONDUIT FOR UP TO 15 WIRES. FACTOR THE MOTOR SHALL CONFORM TO THE LATEST NEMA STANDARDS BACKFLOW DEVICE. INSTALL PER FILTER DETAIL 215 AIR RELIEF VALVES FOR PRESSURE SUPPLY LINE g. (1) ONE 1 1/7 PVC SCH. 40 CONDUIT FOR UP TO 20 WIRES FOR MOTOR DESIGN AND CONSTRUCTION. K (1) ONE 2' PVC SCH 40 CONDUIT FOR UP TO 30 WIRES 2.07 WYE STRAINER A AIR RELIEF VALVE SHALL BE COMPOSED OF SCHEDULE 80 PVC MATERIAL AND L (1) ONE 2 1/2' PVC SCH 40 CONDUIT FOR UP TO 35 WIRES. C. PUMP CONTROL PANEL SHALL HAVE A NEMA 4X PLAIN FRONT NON-METALLIC BE CONTINUOUS ACTING IN TYPE AIR RELIEF VALVE SHALL HAVE A MINIMUM c o y (1) ONE 3/4' PVC SCH 40 WIRE CONDUIT FOR FLOW SENSING CABLE ENCLOSURE WITH PADLOCK LATCHES. THIS INCLUDES POWER AND CONTROL A WYE STRAINER SHALL BE BRONZE CONSTRUCTION WITH A STAINLESS STEEL INLET SIZE OF 1' MIPT. LD in r z k (1) ONE 3/4' PVC SCH 40 WIRE CONDUIT FOR MASTER VALVE WIRE RE-SETTABLE THERMAL CIRCUIT BREAKERS HEAVY DUTY MAGNETIC STARTER SCREEN ELEMENT. WYE STRAINER SHALL HAVE A STANDARD FILTRATION SIZE w a a WITH ADJUSTABLE OVERLOAD PROTECTION, HAND-OFF-AUTO SWITCH TO OF 80 MESH. 216 ELECTRIC CONTROL VALVES 0 3. FLOW SENSING CABLE AND MASTER VALVE WIRES SHALL BE INSTALLED IN SELECT MODE OF OPERATION, AND HEAVY DUTY NUMBERED TERMINAL STRIPS THEIR OWN CONDUIT SEPARATE AND APART FROM ALL OTHER WIRES FOR POWER AND CONTROL WIRING LEAD TERMINATIONS. 2.08 PRESSURE REGULATING VALVE A ELECTRIC REMOTE CONTROL VALVES: ELECTRIC CONTROL VALVES WITH a PRESSURE REGULATING FEATURE TWO WAY SOLENOID, PILOT OPERATED MADE z D. METAL OXIDE VARISTOR PROTECTED PUMP START RELAY(S) INCORPORATED IN A PRESSURE REDUCING VALVES SHALL BE OF BRONZE AND STAINLESS STEEL OF SYNTHETICS, NON CORROSIVE MATERIAL; DIAPHRAGM ACTIVATED AND 4. SLEEVING AND CONDUIT MATERIAL OVER CONCRETE V-DITCHES: w a PANEL TO START PUMP WITH SIGNAL FROM EACH IRRIGATION CONTROLLER CONSTRUCTION AND BE ADJUSTED FROM 25 P.S.I. TO 125 P.S.I. SLOW CLOSING INCLUDE FREELY PIVOTED SEAT SEAL, RETAINED (MOUNTED ) N a. GALVANIZED SCH. 40 FOR 1'-2 1/2' PRESSURE SUPPLY LINE. WITHOUT ATTACHMENT TO DIAPHRAGM. b. GALVANIZED SCHAD FOR 3' AND LARGER PRESSURE SUPPLY LINE E ALL SYSTEM PIPING SHALL BE TYPE 012 COPPER ALL FITTINGS SHALL BE 2.09 MASTER VALVES z a GALVANIZED SCH. 40 FOR NOW PRESSURE LINES COPPER OR BRASS, WITH UNIONS OR FLANGES TO ALLOW FOR SYSTEM B. ISOLATION BALL VALVE AT MANIFOLD AND/OR ELECTRIC CONTROL VALVE: O O d. (1) ONE 3/4' GALVANIZED SCH. 40 CONDUIT FOR UP TO 5 WIRES DISASSEMBLY OR MAJOR COMPONENT REMOVAL SYSTEM SHALL A THE MASTER VALVE SHALL BE NORMALLY CLOSED, PRESSURE REDUCING U wr (1) ONE 1' GALVANIZED SCH. 40 CONDUIT FOR UP TO 8 WIRES. INCORPORATE AN INTEGRAL FULL PIPE SIZE BYPASS LINE WITH ISOLATION SURGE PROTECTING, SUPPLYING CONSTANT DOWNSREAM PRESSURE WHEN 1. BALL VALVE: PVC THREADED TRUE UNION BALL VALVE, WITH HEAVY w r B m - VALVE TO ALLOW FOR PUMP REMOVAL AND REPAIR WITHOUT DISRUPTING OPENED. OPERATING VOLTAGE OF 16-40 VAC. REGULATING AND SURGE BODIED PVC CONSTRUCTION, BUTTRESS THREADED DOUBLE UNION NUTS, m rn 1. (1) ONE 1 1/4' GALVANIZED SCH. 40 CONDUIT FOR UP TO WIRES G � 0 zg (1) ONE 1 1/2' GALVANIZED SCH. 40 CONDUIT FOR UP TO 2 20 WIRES WATER SUPPLY TO SYSTEM. ANTICIPATION CONTROL PIOLOT FRANGE FROM 5 125 PSI WITH ACCURACY SAFE-T-BLOCK SEAL CARRIER, PTFE BALL SEAT, HIGH IMPACT w U 0 h (1) ONE 2' GALVANIZED SCH. 40 CONDUIT FOR UP TO 30 WIRES. WITHIN =/1 5 PERCENT OF SETTING CAPABLE OF OPERATING WITHIN A RANGE POLYPROPYLENE HANDLESAFE-T-SHEAR STEM, FULL SCHEDULE 80 BORE, o_ > L (1) ONE 2 1/Y GALVANIZED SCH. 40 CONDUIT FOR UP TO 35 WIRES F. ISOLATION VALVES SHALL BE ALL BRASS QUARTER TURN BALL VALVES WITH OF .01 TO 400 GPM. COPPER ENCASED SOLENOIDS THAT AREA CORROSION 235PSI RATING NSF LISTED. o_ HARD CHROME BALL ON LINES 2' AND LESS ISOLATION VALVES SHALL BE LUG RESISTANT AND PROVIDE HEAT DISSIPATION FOR PROLONGED COIL LIFE, CAST a z y (1) ONE 3/4' GALVANIZED SCH. 40 WIRE CONDUIT FOR FLOW SENSING STYLE BUTTERFLY VALVES WITH BUNA-N ELASTOMERIC SEATS, DUCTILE IRON IRON, EPDXY COATED BODY AND BRONSE TRIM FULLY GUIDED, 600 PSI RATED 217 DRIP VALVE ASSEMBLIES: o O CABLE NICKEL COATED DISC, AND STAINLESS STEEL STEM WITH HANDLE AND 10 DIAPHRAGM ASSEMBLY, WITH MANUAL ON-OFF CAPABILITY. U 3 Z k (1) ONE 3/4' GALVANIZED SCH. 40 WIRE CONDUIT FOR MASTER VALVE POSITION GALVANIZED MEMORY PLATE ON LINES 2 1/2' AND GREATER A ELECTRIC REMOTE CONTROL VALVES: ELECTRIC CONTROL VALVES WITH WIRE. 2.10 FLOW SENSORS PRESSURE REGULATING FEATURE TWO WAY SOLENOID, PILOT OPERATED MADE z G GAUGES SHALL BE 2 1/2' DIAMETER FACE, GLYCERIN FILLED WITH STAINLESS OF SYNTHETICS, NON CORROSIVE MATERIAL; DIAPHRAGM ACTIVATED AND a a 5. ON-GRADE PIPE STABILIZER BARS: 5/16' HOT ROLLED 'J HOOK WITH CASING AND BRASS INTERNALS. A THE FLOW METER SHALL USE TWO 014 AWG; ONE RED, AND ONE BLACK IN SLOW CLOSING INCLUDE FREELY PIVOTED SEAT SEAL, RETAINED (MOUNTED ) w PROTECTIVE VINYL TUBING WELDED TO #4 REBAR STAKE PPVC CONDUIT TO CONNECT TO THE IRRIGATION CONTROLLER. THE MAXIMUM WITHOUT ATTACHMENT TO DIAPHRAGM. vl U_ H. FLOW ACTIVATED PADDLE STYLE MAGNETICALLY COUPLED FLOW SWITCH, WIRE RUN BETWEEN FLOW METER AND CONTROLLER SHALL BE 2000 FT. THE Z O G. BRASS PIPE AND FITTINGS: > O z SENSITIVE TO FLOWS AS LOW AS 1 FPS, MOUNTED ON PIPING AND FLOW METER SHALL SEND LOW VOLTAGE DIGITAL PULSES BACK TO THE C. WYE STRAINER: 150 MESH SCREEN FOR POINT TO POINT DRIP AND SUB O O z INTERCONNECTED TO TIME DELAY RELAY TO SHUT DOWN PUMP ON NO-FLOW CONTROLLER AND THEREFORE ALL ELECTRICAL CONNECTIONS MUST BE SURFACE Y O a 1. PRESSURE SUPPLY LINE (FROM POINT OF CONNECTION THROUGH CONDITIONS, TIME DELAY RELAY ADJUSTABLE FROM 0 TO 5 MINUTES. WATERPROOF AND SHALL RESIST ANY MOISTURE ENTRY. BACKFLOW PREVENTION DEVICE) BRASS PIPE SHALL BE REGULAR WEIGHT, 85% RED BRASS, ANSI SCHEDULE 40 SCREWED PIPE s a a I. PUMP SYSTEM SHALL BE MOUNTED ON A STRUCTURAL ALUMINUM SKID WITH B. IT IS INTENDED THAT ALL WIRE RUNS BETWEEN THE CONTROLLER AND FLOW D. ISOLATION BALL VALVE: BALL SOCKET BALL VALVE WITH THERMOPLASTIC O MOUNTING FLANGES ON FRONT AND BACK TO ALLOW FOR MOUNTING OF SKID METER SHALL BE DIRECT PULLS AND SHALL HAVE NO SPLICES IF WIRE MOLDED ONE PIECE CONSTRUCTION AND TEFLON SEAT WITH EDPM CUSHIONS. o N w z w 2 FITTINGS: MEDIUM BRASS SCREWED AT 125 POUND CLASS. > O TO CONCRETE PAD. SKID EQUIPPED WITH PIPE SUPPORT ON SUCTION AND SPLICES ARE UNAVOIDABLE, THEY SHALL BE INSTALLED IN A VALVE BOX WITH d a a 202 BACKFLOW PREVENTION DEVICE 2' AND SMALLER DISCHARGE PIPING ALL NUTS AND BOLTS AND WASHERS TO BE HEAVY ZINC WATER PROOF CONNECTORS AND PROPERLY LABELED VALVE BOXES 218 HARD PIPED POINT TO POINT DRIP IRRIGATION: COATED STEEL ON SKID AND PIPING SKID SHALL INCLUDE MOUNTING of a a A BACKFLOW PREVENTION DEVICE DOUBLE CHECK ASSEMBLY SHALL CONSIST HARDWARE FOR INTEGRAL ALUMINUM ENCLOSURE C. EACH FLOW METER SHALL HAVE THE FOLLOWING CHARACTERISTICS: A RISER ASSEMBLY FOR HARD PIPED POINT TO POINT DRIP IRRIGATION: OF AN APPROVED BRASS OR BRONZE BODY, BRASS CHECK VALVES, INLET t HOUSING TO BE A SCH 80 POLYVINYL CHLORIDE TEE OR BRONZE TEE Approved J. THE SYSTEM ENCLOSURE SHALL BE VANDAL AND WEATHER RESISTANT, 2 HAVE A PULSING OUTPUT THAT OPERATES AT 9V DC AND A PULSE RATE 1. 12' LONG, 1/2' IPS FLEXIBLE PVC TUBING WITH FACTORY ATTACHED 1/0 Electronically AND DISCHARGE SHUTOFFS AND FIELD TEST COCKS, AS SPECIFIED ON MARINE GRADE ALUMINUM ALLOY 5052-1132 CONSTRUCTION WITH THAT IS PROPORTIONATE TO THE GPM SCHEDULE 40 PVC MIPT ADAPTERS ON BOTH ENDS. As a TIFF DRAWINGS. RECTANGULAR PUNCH-OUTS FOR VIEWING AND HEAT DISSIPATION. THE 3. FULLY COMPATIBLE WITH THE INTERNAL INTERFACE AT EACH FIELD Mylars do not ENCLOSURE SHALL BE LOW PROFILE HINGED TOP DESIGN WITH PADLOCK CONTROLLER B. EMITTERS FOR HARD PIPED POINT TO POINT DRIP IRRIGATION: Exist B BACKFLOW PREVENTION UNITS SHALL BE APPROVED BY THE FOUNDATION PROVISION. THE COVER SHALL BE SECURED TO THE CONCRETE PAD WITH 4. POWERED BY THE CONTROLLER FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH. STAINLESS STEEL HARDWARE. 5. REPLACEABLE METERING INSERT SHALL FEATURE A SIX-BLADED DESIGN 1. PRESSURE COMPENSATING SINGLE OUTLET EMITTER WITH 1/2' FIPT BASE C. BACKFLOW DEVICE ENCLOSURE SHALL BE CONSTRUCTED OF STAINLESS WITH A PROPRIETARY, NON-MAGNETIC SENSING MECHANISM AND 20 MESH SCREEN 1/2 GPH, 1 GPH OR 2GPH. MULCH CAMO BROWN IN STEEL TUBE AND WIRE CONSTRUCTION AND HAVE A SMOOTH SURFACE TO K PUMP ASSEMBLY SHALL INCLUDE THE FOLLOWING OPTION(S} 6. SUPPLIED BY THE SAME MANUFACTURER AS THE IRRIGATION COLOR. PROTECT AGAINST HANDLING INDUSTRY. ENCLOSURE SHALL HAVE A FULL CONTROLLER. RELEASE LOCKING MECHANISM AND PROVIDE EASY ACCESS FOR SERVICE t (ATT) WHERE SPECIFIED BY THE SYSTEM DESIGN PARAMETERS, SOUND 219 MULTI OUTLET POINT TO POINT DRIP IRRIGATION: AND REPAIRS. ATTENUATION FOAM SHALL BE INSTALLED ON INTERIOR OF ENCLOSURE D. IRRIGATION ZONES MUST BE SIZED SO THAT THE SPECIFIED FLOW METER IS WITH BAFFLES ON VENTING TO REDUCE SOUND EMANATING FROM THE CAPABLE OF READING THE MINIMUM AND MAXIMUM GALLONS PER MINUTE FOR A DRIP TUBING FOR POINT TO POINT DRIP IRRIGATION WITH MULTI-PORT 203 BACKFLOW PREVENTION DEVICE 2 1/2' AND LARGER BOOSTER SYSTEM. ALL PROPOSED ZONES. ADAPTER: O A BACKFLOW PREVENTION DEVICE DOUBLE CHECK ASSEMBLY SHALL CONSIST 2 (VFD) WHERE SPECIFIED BY THE SYSTEM DESIGN PARAMETERS, A E INSTALL DOWN STREAM OF MASTER VALVE 1. DURAPOLYHOSE 1/45, MANUFACTURED OF FLEXIBLE VINYL CHLORIDE M M VARIABLE FREQUENCY DRIVE SYSTEM TO CONVERT INCOMING 1 PHASE CONFORMING TO ASTM D2855M, D380 AND D1599. OF AN APPROVED DUCTILE IRON GRADE 65-45-12 WITH FUSION EPDXY COATED > A�t1 (INTERIOR AND EXTERIOR) BODY AND NRS RESILIENT WEDGE GATE VALVES POWER TO 3 PHASE POWER FOR THE MOTOR. SYSTEM RECEIVE 2.11 ISOLATION VALVES m FEEDBACK SIGNAL FROM SYSTEM MOUNTED STAINLESS LESS STEELEL PRESSURE B. 6 OUTLET MANIFOLD FOR POINT TO POINT DRIP IRRIGATION WITH STAINLESS STEEL SPRINGS AND FLANGED FITTINGS � TRANSDUCER, AND IN CONJUNCTION WITH INTERNAL SOFTWARE DRIVEN A ISOLATION BALL VALVES, INDUSTRIAL GRADE SEALED UNIT SOCKET WELD o O 205 BOOSTER PUMP PID CONTROL LOOP MAINTAIN CUSTOMER ADJUSTABLE CONSTANT SCHEDULE 80 PVC BALL VALVE (USE FOR MAINLINE PIPE 1-1/0 AND SMALLER) 1. EMISSION DEVICE WITH 1/2' FPT INLET THREAD FOR 1/2' MIPT THREADED SYSTEM DISCHARGE PRESSURE BY VARYING THE SPEED OF THE PUMP IN AS MANUFACTURED BY SPEARS MODEL 2122 OR APPROVED EQUAL RISER, PROVIDING A MANIFOLD WITH SIX FREE-FLOWING 1/4' BARB O A BOOSTER PUMP SHALL BE SINGLE STAGE END SUCTION CLOSE COUPLED RESPONSE TO VARYING SYSTEM LOAD. OUTLETS EACH BARB OUTLET SHALL BE SEALED WITH A DURABLE, B. ISOLATION GATE VALVES, BRONZE, SCREW-IN-BONNET, NON-RISING STEM REMOVABLE, PLASTIC CAP THAT CAN BE REMOVED FOR ADDITIONAL CENTRIFUGAL, CAST IRON BRONZE FITTED CONSTRUCTION, EQUIPPED WITH 0 3. (FSW) WHERE SPECIFIED BY THE SYSTEM DESIGN PARAMETERS, FLOW CROSS HANDLE, SOLID WEDGE, THREADED VALVE (USE ON MAINLINE PIPE 2' EMISSION DEVICES Z n MECHANICAL SHAFT SEAL, BACK PULLOUT DESIGN. IMPELLER SHALL BE KEYED ACTIVATED NON-ADJUSTABLE PIVOTING VANE STYLE MAGNETICALLY AND 2-1/2' IN SIZE) AS MANUFACTURED BY NIBCO MODEL T-113-K OR O c AND LOCKED TO THE SHAFT WITH A HEX HEAD IMPELLER NUT AND WASHER C. EMITTERS FOR POINT TO POINT DRIP IRRIGATION WITH MULTI-PORT ADAPTER: a PUMP SHAFT SHALL BE HIGH STRENGTH SAE 1045 CARBON STEEL PROTECTED COUPLED FLOW SWITCH, WITH 300 SERIES STAINLESS VANE, BRASS BODY APPROVED EQUAL V5a z AND WEATHERPROOF ENCLOSURE FLOW SWITCH SENSITIVE TO FLOWS AS w a IN THE STUFFING BOX AREA BY A REPLACEABLE BRONZE SHAFT SLEEVE1. 1/4' BARBED PRESSURE COMPENSATING EMITTER WITH A HIGH QUALITY PUMP SHALL BE DIRECTLY COUPLED TO A C-FACE ELECTRIC MOTOR LOW AS 1 FPS, WITH ELECTRICAL CONTACT RATINGS OF 5 AMPS AT C. ISOLATION GATE VALVES, IRON BOLTED BONNET WITH 2' SQUARE OPERATING a 0 125/250 VAC, PRESSURE RATED TO 250 PSI, MOUNTED ON PIPING AND NUT, NON -RISING STEM, RESILIENT WEDGE TYPE, SOFT SEAT, FLANGED AND DIAPHRAGM FOR IMPROVED PRESSURE COMPENSATION AND UNIFORMITY ^ INTERCONNECTED TO TIME DELAY RELAY TO SHUT DOWN PUMP ON EPDXY COATED, BRONZE TRIMMED IRON BODY. (USE ON PIPE 3' AND OVER A WIDE RANGE OF PRESSURE EMITTER SHALL HAVE A TAKE APART w NO-FLOW CONDITIONS, TIME DELAY RELAY ADJUSTABLE FROM 0 TO 5 GREATER) AS MANUFACTURED BY NIBCO MODEL F-619-RW FLANGED, OR FEATURE FOR INSPECTION AND CLEANING AS WELL AS AN OUTLET BAFFLE w a Ff) MINUTES. (OPTION: FLOW SWITCH TO PROVIDE ON-OFF CONTROL OF APPROVED EQUAL TO DETER ENTRY OF INSECTS. PUMPING UNIT) > 0 2.13 QUICK COUPLING VALVES EMITTERS SHALL BE INSTALLED ACCORDING TO THE FOLLOWING SCHEDULE: z z \ L THE SERVICES OF A FACTORY REPRESENTATIVE OR TRAINED SERVICE 1 GALLON SHRUB - (2) S GPH EMITTERS z ao PROFESSIONAL SHALL BE MADE AVAILABLE ON THE JOB SITE TO CHECK A QUICK COUPLER VALVES SHALL HAVE A BODY CONSTRUCTED OF RED BRASS 5 GALLON SHRUB - (2) S GPH EMITTERS O m o INSTALLATION AND PERFORM THE STARTUP AND INSTRUCT THE OPERATING WITH A WALL THICKNESS GUARANTEED TO WITHSTAND NORMAL WORKING 15 GALLON SHRUB/TREE - (3) 1 GPH EMITTERS a 0 > PERSONNEL A STARTUP REPORT CONTAINING VOLTAGE AND AMPERAGE PRESSURE OF 150 P.S.I. WITHOUT LEAKAGE WITH FEMALE THREADS (PENNING 24' BOX TREE - (4) 1 GPH EMITTERS O m READINGS, SUCTION AND DISCHARGE PRESSURE READINGS, ESTIMATED FLOW AT BASE). QUICK COUPLER VALVE SHALL HAVE A HINGE COVER 36' BOX TREE - (6) 1 GPH EMITTERS U 0 O CONDITIONS, AND GENERAL OPERATING CHARACTERISTICS SHALL BE CONSTRUCTED OF RED BRASS WITH LEATHER LIKE VINYL COVER BONDED TO 48' BOX TREE - (8) 1 GPH EMITTERS w : SUBMITTED TO THE OWNER IT ON SUCH A MANNER THAT IT BECOMES PERMANENT TYPE OF COVER a w QUICK COUPLERS USED WITH POTABLE WATER SHALL HAVE VINYL COVERS a M. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE PROVIDED YELLOW IN COLOR QUICK COUPLER VALVES USED FOR RECLAIMED WATER TO THE OWNER AFTER STARTUP AND SHALL INCLUDE PARTS MANUALS FOR SHALL HAVE VINYL COVERS PURPLE IN COLOR WITH THE APPROPRIATE 3 a MAJOR COMPONENTS, PERFORMANCE CURVE FOR PUMP, GENERAL SEQUENCE RECLAIMED WATER WARNINGS IN ENGLISH AND SPANISH AS WELL AS THE Z on OF OPERATION, AND ELECTRICAL SCHEMATIC FOR CONTROL PANEL INTERNATIONAL 'DO NOT DRINK' SYMBOL z a o B. ALL QUICK COUPLER VALVES MUST HAVE A SCHEDULE 80 BALL VALVE TO CSA 26 LANDSCAPE C IRRIGATION NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ISOLATE MAINLINE FROM QUICK COUPLER VALVE MAINLINE SHALL BE THE //� o o ti� �J) SIZE OF QUICK COUPLER VALVE FROM MAINLINE TEE TO QUICK COUPLER. FOR CONSTRUCTION - 9/28/17 — IA I� _ 11/1DATE ,n w 0 0- D ��GGG////^0 (Yr WITHIN THE ROAD RIGHT-OF-WAY ONLY. NU ��❑J IVB\l NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.E. No. 170025 P.P. No. Eb�b� SHEET N0. en > CO z WORK CONTAINED WITHIN THESE PLANS KNDSCAPE CIVIL IP# 050171 , 050172, 050173 O ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o�' enu uo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH IS-2 [L 0 `^ ENCROACHMENT PERMIT AND/pR A ,�" .s '° x �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE a w a DIAL TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 _ o N BEFORE DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 U > U YOU DIG YOU DIG siq,m.r. 619-294-8484 0 "`"' °"".... .." y FAX 619-574-0626 SPRING MOUNTAIN ROAD. STOCKYARD ROAD AND SPRING STREET o z O H IDe pnwtelmdsmpe archAecl si9qnng these plmsis re.�onsibk for assuring ;P g/pgA7 mM IRRIGATION SPECIFICATIONS 380E 70 SHT n 0_ U TOLL FREE I-800-227-2600 the ocmmcymdweptobilityol Nedesgnhamn. In Neermlafdissrepmces lit mrI Q�� LANDSCAPE a a A PUBLIC SERVICE BY arisng aNa wnlyapp'=`mg arshetm.lhepnwtelmdmape arf,ited MARK BY DAII AMRDA f OP CA`YFD ARCHITECTS SCALE: FOR: W.O. COUNTY �] �J�� d Q a UNDERGROUND SERVICE ALERT shallbe respmsNe far determinn0m oacWlaMe solution and reusing the plansfor ENgEQc 8NN06 COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H' V: KB NoIAE coASiAL, INc. FILE N0. 96J- 1 1 o radb the caul . a D. TUBING STAKES FOR POINT TO POINT DRIP IRRIGATION WITH MULTI-PORT POP-Up HEIGHT SHALL BE AS LISTED IN DRAWINGS AND IN NO CASE BE SHORTED K ALERTS SHALL BE ABLE TO BE PROCESSED AND RESPONDED TO AT BOTH B. - 0- ADAPTER: I. PURPLE VALVE TAG: MANUFACTURED FROM UV STABILIZED PLASTIC WITH 180LBS PULL THE FIELD CONTROLLER LOCATION AND AT THE CENTRAL COMPUTER 0- OUT RESISTANCE AND HOT STAMPED FOR MAXIMUM VISIBILITY. TOP HOLE SHALL BE THAN 3-1/2 INCHES LOCATION. w m 1. 6' GALVANIZED, 9 GAUGE, PVC COATED TUBING STAKE. DESIGNED TO PASS A 16 GAUGE OR SMALLER SOLENOID PIGTAIL OR ATTACH WITH A > c NYLON TIE C. THE ROTOR SHALL HAVE A DIFFUSER PIN FOR REGULATING FLOW AND RADIUS L WHEN AN ALERT, SUCH AS HIGH FLOW IS INDICATED ON THE CONTROLLER, a 2.20 SUB SURFACE DRIP IRRIGATION: THE STATION WITH THE HIGH FLOW SHALL STILL ATTEMPT TO COME ON EACH z a 224 IRRIGATION HEADS (GENERAL} D. THE ROTOR SHALL HAVE A SCREEN TO PROTECT IT FROM CLOGGING AND HAVE A WATERING CYCLE AND THEN SHUT OFF, RATHER THAN HAVING THE ALERT w - A DRIP TUBING FOR SUBSURFACE DRIP TUBING MINIMUM INLET OF 3/4 INCH. KEEP THE STATION OFF UNTIL SOMEONE CLEARS THE ALERT FROM THE ~ A ALL IRRIGATION HEADS SHALL BE THE SIZE, TYPE, AND PROVIDE THE SAME RATE OF E MEDIUM RANGE ROTORS SHALL BE CAPABLE OF COVERING 1655 FEET RADIUS AT CENTRAL COMPUTER OR AT THE FIELD CONTROLLER 1. THE DRIP TUBING SHALL BE A PRE-BONDED EMITTER TYPE THE TUBING PRECIPITATION WITH THE SAME RADIUS OF SPRAY, PRESSURE AND DISCHARGE IN GP.M. 20-60 PSI WITH A RATE OF S - 92 GPM. AND BE ADJUSTABLE FROM 1-360 DEGREES. SHALL HAVE EMITTERS SPACED AT 12 OR 18 INCHES AND IN FLOW RATES AS LISTED ON DRAWINGS. M. THE CONTROLLER SHALL HAVE BUILT-IN AMPERAGE METER TO ACCURATELY z OF .53 OR 1A GALLONS PER HOUR WATER DISTRIBUTION SHALL BE VIA LONG RANGE ROTOR SHALL BE CAPABLE OF COVERING 16-55 FEET RADIUS AT 40-74 MEASURE AND DIAGNOSE VALVE SOLENOID ELECTRICAL PROBLEMS SUCH AS N U0 AN INTEGRATED TURBULENT FLOW PATH EMITTER WITH DUAL DISCHARGE B. ALL IRRIGATION SPRAY BODIES SHALL HAVE A PURPLE CAP. PSI WITH A RATE OF 3.8 - 275 GPM. AND BE ADJUSTABLE FROM 1360 DEGREES. 'NO CURRENT', 'STATION SHORT', 'UNDER CURRENT', 'OVER CURRENT', ETC. v a PORTS ON OPPOSING SIDES OF THE TUBING THE TUBING SHALL CONSIST w w OF NOMINAL-SIZED, LINEAR LOW-DENSITY 5/8' (15AMM) POLYETHYLENE C. ALL SPRAY HEAD SPRINKLERS SHALL HAVE STAINLESS STEEL SCREW ADJUSTMENT FOR 229 ROTOR ON RISER N. THE CONTROLLER SHALL HAVE AN IRRIGATION TEST PROGRAM OR o WITH AN OUTSIDE DIAMETER (OD) OF APPROXIMATELY .710' (18MM) AND AN RADIUS OF SPRAY. 'WALK-THRU' PROGRAM THAT HAS A DELAY TIME TO ALLOW A USER TO WALK ¢ INSIDE DIAMETER (LD) OF APPROXIMATELY .620' (16MM). THE EMITTERS A ALL ROTORS MOUNTED ON RISERS SHALL HAVE A PURPLE RUBBER COVER AND BE TO A CERTAIN AREA BEFORE VALVES COME ON. THE CONTROLLER SHALL z SHALL BE MOLDED FROM VIRGIN POLYETHYLENE THE TUBING SHALL BE D. ALL IRRIGATION HEADS SHALL HAVE A FACTORY INSTALLED CHECK VALVE OR HAVE CONSTRUCTED OF HEAVY DUTY PLASTIC EXCEPT FOR WIPER SEAL, BEARING SPRING THEN MANUALLY WATER A SEQUENCE OF PREDETERMINED STATIONS FOR SET w a AVAILABLE IN PRESSURE-COMPENSATING VERSION THAT SHALL AN AFTER MARKET CHECK VALVE INSTALLED. AND BEARING WASHERS. THE ROTOR RISER SHALL BE CONSTRUCTED OF PLASTIC. PROGRAM TIMES. THE PROGRAMMABLE DELAY TIME SHALL BE AN INTEGRAL N INCORPORATE A CIRCULAR SILICON RUBBER DISK DESIGNED TO FLUSH ATB. PART OF THE IRRIGATION TEST PROGRAM. THE CONTROLLER SHALL BE > E. ALL OTHER REQUIREMENTS FOR NON-PRESSURE LATERAL LINE PIPE TO BE AS ROTOR SHALL BE MOUNTED ON AN ULTRAVIOLET RESISTANT RISER A MINIMUM z I- STARTUP, SHUTDOWN AND DURING THE IRRIGATION CYCLE TO INHIBITHEIGHT OF 1Y FROM FINISH GRADE SUPPORTED BY A REBAR STABILIZER STAKE AND CAPABLE OF OPERATING A TEST PROGRAM WITHOUT AFFECTING THE z DEBRIS COLLECTION. SPECIFIED IN FITTING SPECIFICATION SECTION. CONTROLLERS NORMAL PROGRAM STATION TIMES OR WITHOUT TERMINATING 0 0 SPRINKLER TIES. A REGULAR WATERING SCHEDULE. w B. PRESSURE REGULATOR VALVES FOR SUBSURFACE DRIP TUBING F. IN NO CASE SHALL THE IRRIGATION HEAD SPACING EXCEED THE MAXIMUM ¢ a w MANUFACTURERS RECOMMENDATION. C. THE ROTOR SHALL HAVE A DIFFUSER PIN FOR REGULATING FLOW AND RADIUS m - O. THE SYSTEM SHALL BE CAPABLE OF ALLOWING THE USER TO MAKE CHANGES N a rn 1. THE PRESSURE REGULATOR VALVES) SHALL BE ASPRING-OPERATED TO THE IRRIGATION PROGRAM VIA EITHER AT THE CENTRAL COMPUTER OR AT p o z G IRRIGATION HEADS ALONG WALKS, CURBS, PAVING ETC. SHALL BE POSITIONED 1 INCH D. THE ROTOR SHALL HAVE A SCREEN TO PROTECT IT FROM CLOGGING AND HAVE A o PISTON TYPE WITH AN EXTERNALLY ACCESSIBLE REGULATION UNIT THAT THE FIELD CONTROLLER WITHOUT REQUIRING THE USER TO GO BACK TO THE w U ABOVE FINISH GRADE IRRIGATION IN TURF AREAS SHALL BE POSITIONED 2 INCHES MINIMUM INLET OF 3/4 INCH. CENTRAL COMPUTER TO ACCEPT THE CHANGE w a CAN BE SERVICED WITHOUT REMOVING THE VALVE FROM THE SYSTEM. a THE VALVE SHALL BE CONSTRUCTED FROM MOLDED BLACK PLASTIC WITH ABOVE FINISH GRADE ¢ z E MEDIUM RANGE ROTORS SHALL BE CAPABLE OF COVERING 1655 FEET RADIUS AT P. THE CONTROLLER SHALL ALLOW FOR OPERATOR-SET WATER WINDOW, WHICH s O SIX DIFFERENT COLORED TOPS WITH INTERCHANGABLE SPRINGS 20-60 PSI WITH A RATE OF S - 92 GPM. AND BE ADJUSTABLE FROM 1-360 DEGREES o r H. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADES PREVENTS IRRIGATION FROM CONTINUING BEYOND A SET END TIME _ DENOTING DIFFERENT PRESSURE REGULATION AND FLOW RANGES. THE LONG RANGE ROTOR SHALL BE CAPABLE OF COVERING 16-65 FEET RADIUS AT 40-74 3 z REGULATOR SHALL HAVE A BUILT-IN INDICATOR THAT SHOWS WHEN THE REMAINING RUN-TIMES SHALL BE CARRIED IN A HOLD-OVER TABLE AND SHALL w w I. ALL SPRINKLERS IN TURF AREAS SHALL HAVE A MINIMUM POP-UP HEIGHT OF SIX (6) PSI WITH A RATE OF 3.8 - 27S GPM. AND BE ADJUSTABLE FROM 1360 DEGREES. BE APPLIED AT THE NEXT SCHEDULED IRRIGATION WITH THE SYSTEM ¢ O :2 PROPER OUTLET PRESSURE IS REACHED. OPERATING RANGES FOR THE z � VALVES SHALL BE FROM 15-50 PSI IN 5-PSI INCREMENTS. INLET AND INCHES. PRIORITIZING WHICH VALVE TO OPERATE BASED ON ACCUMULATED ET AND ¢ ¢ 2.30 CENTRAL CONTROL SYSTEM CONTROLLER AND COMMUNICATION HUB MANUFACTURED THE HOLD-OVER TIME. g a OUTLET PORTS OF THE VALVE SHALL BE A COMBINATION OF BY CALSENSE = J. ALL SPRINKLERS IN PLANTER/SLOPE AREAS SHALL HAVE A MINIMUM POP-UP HEIGHT OF o w MALE/FEMALE THREADS. ow o TWELVE (12) INCHES 0. THE SYSTEM SHALL PROVIDE A MULTI-LEVEL ACCESS CONTROL UP TO FOUR o ALL CONTROLLERS/HUBS SHALL THE MOST CURRENT CALSENSE VERSION AND MODEL z z z C. AIR NACUUM RELIEF VALVES FOR SUBSURFACE DRIP TUBING: 2,25 BUBBLERS: AND SHALL HAVE THE FOLLOWING SPECIFICATIONS AND CAPABILITIES: (4) LEVELS FOR CONTROLLING WHO PROGRAMS WHAT AT EACH CONTROLLER. 0 o z THE CONTROLLER SHALL HAVE THE ABILITY TO TRACK AND REPORT ON WHEN O z 1. AIR / VACUUM RELIEF VALVES SHALL BE CONSTRUCTED OF GREY AND/OR AN ACCESS CODE OR 'INDIVIDUAU USER LOGGED INTO THE CONTROLLER, a A BUBBLERS SHALL BE CONSTRUCTED OF HEAVY DUTY PLASTIC AND BE PRESSURE A SHALL BE CAPABLE OF FULLY AUTOMATIC, SEMI-AUTOMATIC, AND MANUAL OPERATION BLACK PLASTIC WITH AN INTERNAL SLIDING POPPET VALVE THAT IS WHAT KEYS WERE PUSHED WHILE THERE, AND WHEN AN ACCESS CODE a COMPENSATION FULL CIRCLE THE BUBBLER SHALL HAVE A 20 MESH SCREEN TO USING A KEYPAD THAT IS AN INTEGRATED PART OF THE CONTROLLER. EACH s ¢ " CAPABLE OF VENTING AIR OR PREVENTING VACUUM. THE MAIN BODY LOGGED OUT OF THE CONTROLLER. THESE SHALL BE DATE AND TIME O o N PROTECT IT FROM CLOGGING CONTROLLER SHALL BE CAPABLE OF STORING IRRIGATION SCHEDULES, MONITOR AND > U SHALL HAVE A 1/Y MALE PIPE THREAD (MPT). OPERATING PRESSURE MANAGE FLOW ALL WITHOUT THE CENTRAL COMPUTER (I.E. IF THE CENTRAL STAMPED. z RANGE FOR THE AIRNACUUM RELIEF VALVE SHALL BE 7 PSI MINIMUM TO a o F B. BUBBLERS SHALL BE FROM 25 - 10 GPM AND OPERATE BETWEEN 20-90 PSI. COMPUTER IS TURNED OFF, REMOVED, OR IF COMMUNICATION FROMITO THE CENTRAL R. THE CONTROLLER SHALL BE ABLE TO DISPLAY FOR THE USER A DETAILED a 0 140 PSI MAXIMUM. COMPUTER FAILS, THE FIELD CONTROLLERS WILL CONTINUE TO PERFORM WEATHER a ¢ WATER USAGE REPORT CATEGORIZING FOR EACH MONTH THE USAGE DURING ¢ a 221 CHECK VALVES: 226 POP UP SPRAY HEADS: AND FLOW MANAGEMENT FUNCTIONS). SCHEDULED IRRIGATION, TEST AND MANUAL KEY OPERATION, AND FOR Approved A THE SPRAY HEAD BODY, NOZZLE, STEM AND SCREEN SHALL BE MOLDED OUT OF B. BACKLIT DISPLAY SHALL HAVE A MINIMUM OF SIXTEEN (16) LINES BY FORTY (40) NON-CONTROLLER USAGE SUCH AS BLEEDING VALVES ON MANUALLY, USING pp owed A SWING CHECK VALVES: PVC, SLIP X SLIP CHECK VALVES, FOR NON-PRESSURE QUICK COUPLERS OR HOSE BIBS. Electronically LATERAL UNE APPLICATIONS ON SLOPES. HEAVY DUTY DUPLASTIC WITH A PURPLE CAP. CHARACTERS SO THAT SCROLLING THROUGH MENUS IS MINIMIZED. THE DISPLAY As a TIFF SHALL ALLOW THE USER TO EASILY MOVE FROM SCREEN TO SCREEN THROUGH AN S. OPTIONAL RADIO REMOTE RECEIVER BOARD, (MODEL-RRE) SHALL BE BUILT-IN Mylars do not B. POP-UP HEIGHT SHALL BE AS LISTED IN DRAWINGS AND IN NO CASE SHORTER THAN 4 INTUITIVE, SELF-PROMPTING DISPLAY SO THAT IT IS EASIER FOR THE USER TO Exist B. SPRING CHECK VALVES FOR POP-UP SPRAYHEADS AND SPRAYHEADS ON INCHES. PROGRAMREAD AND UNDERSTAND THE CONTROLLER. THE CONTROLLER SHALL THE CONTROLLER AND A HAND-HELD RADIO REMOTE TRANSMITTER (MODEL RISERS AND 3/4' FOR POP-UP ROTORS AND ROTORS ON RISERS DISPLAY , AREA DESCRIPTION FOR EACH STATION INCLUDING THE STATION'S RRE-TRAN) WILL BE SUPPLIED SO THAT THE END USER CAN TROUBLE SHOOT C. THE SPRAY HEAD SHALL HAVE AN ADJUSTMENT SCREW USED FOR REGULATING FLOW LOCATION THE TYPE OF PLANT MATERIAL IRRIGATED AND TYPE OF IRRIGATION VALVES REMOTELY WITHOUT HAVING TO GO THE CONTROLLER ITSELF. THE 222 FLUSH VALVE ASSEMBLIES: AND RADIUS WITH MATCHED PRECIPITATION RATE (MPR) NOZZLE EQUIPMENT USED. HAND-HELD TRANSMITTER SHALL DISPLAY OPERATIONAL INFORMATION SUCH AS VALVE ON, GALLON PER MINUTE FLOW RATE AND ELECTRICAL DRAW IN A SCHEDULE BALL VALVE, THREADED SCHEDULE 80 NIPPLES AND FITTINGS D. THE SPRAY HEAD SHALL HAVE A REMOVABLE SCREEN TO PROTECT IT FROM CLOGGING C. THE CONTROLLER SHALL HAVE THE BUILT-IN CAPACITY FOR SENSING FLOW VIA A AMPS. WITH POLYETHYLENE TUBING FOR FLUSH HOSE FLOW METER INPUT AND UTILIZING A MASTER VALVE WITHOUT THE ADDITION OF OR A COMBINATION OF COMMUNICATION E. THE SPRAY HEAD SHALL HAVE A STAINLESS STEEL SPRING FOR PROPER POP DOWN. SENSOR BOARDS, DECODERS, OR OTHER PIECES OF EQUIPMENT. T. THE FIELD CONTROLLER(S) SHALL A CAPABLE OF UTILIZING A SINGLE MODE 223 VALVE BOXES: ATION MODES SUCH AS HARDWIRE CABLE, F. THE SPRAY HEAD SHALL BE EQUIPPED WITH A FACTORY INSTALLED CHECK VALVE D. THERE SHALL BE A MINIMUM OF SEVEN (7) REGULAR IRRIGATION PROGRAMS WITH STANDARD TELEPHONE, ETHERNET, WIFI, POINT-TO-POINT SPREAD SPECTRUM z A PURPLE JUMBO RECTANGULAR VALVE BOXES SHALL BE 14-7/8 INCH WIDE BY IDENTIFIED ON THE CAP AND CAPABLE OF HOLDING WATER UP TO 10 FEET OF INDIVIDUAL STATION CYCLE AND SOAK WATERING PLUS TWO ADDITIONAL RADIO, LOCAL RADIO IN THE 450.470 MHZ RANGE, FIBER OPTIC MODEMS, OR 13 p 2 /8 INCH LONG AND 12 INCH HIGH. PURPLE RECTANGULAR VALVE BOXES GPRS WIRELESS MODEM APPLICATION AS COMMUNICATION LINKS TO THE v1 SHALL BE 11-3/4 INCH WIDE BY 17 INCH LONG AND 12 INCH HIGH. PURPLE ELEVATION CHANGE SYRINGE/PROPAGATION PROGRAMS EACH WITH MINIMUM OF SIX (6) START TIMES, CENTRAL COMPUTER THE FIELD CONTROLLERS SHALL BE CAPABLE OF w ADJUSTABLE STATION RUN TIMES AND WITH AUTOMATIC PROGRAMMING CAPABILITY w of ROUND VALVE BOXES SHALL BE 10-INCH DIAMETER AND 10 1/2 INCH HIGH. ALL DIRECTLY RECEIVING, STORING AND OPERATING COMMANDS DOWNLOADED u> G THE SPRAY HEAD SHALL BE EQUIPPED WITH A FACTORY INSTALLED UP TO A SPECIFIC DATA WHEN THE DATE IS REACHED THE CONTROLLER SHALL co VALVE BOXES SHALL BE CONSTRUCTED OF RIGID POLYOLEFIN. FROM THE CENTRAL COMPUTER m PRESSURE-REGULATING DEVICE CONSTRUCTED OF STAINLESS STEEL AND HEAVY-DUTY AUTOMATICALLY CEASE IRRIGATING THE MANUAL PROGRAM. ¢ PLASTIC CAPABLE OF MAINTAINING A PRESSURE OF 35-70 PS.L TO 30 RSI. FOR o B. VALVE BOXES SHALL HAVE LOCKING COVERS SECURE WITH A 3/8-INCH OPERATION OF THE SPRINKLER E THE CONTROLLER SHALL HAVE A WATER BUDGET FEATURE THAT PROVIDES MONTHLY U. THE CONTROLLER SHALL OPERATE ON A MINIMUM OF 120 VOLTS AC. POWER STAINLESS STEEL BOLT AND WASHER WATER VOLUME ALLOTMENTS PROPORTIONATE TO HISTORICAL EVAPO-TRANSPIRATION INPUT AND SHALL BE CAPABLE OF OPERATING UP TO FOUR 5S VAC 24 VOLT o A.C. REMOTE CONTROL VALVES AT ONCE. THE CONTROLLER SHALL HAVE A C. PURPLE JUMBO RECTANGLE VALVE BOXES SHALL BE USED FOR MASTER H. ALL SPRAY HEAD BODIES SHALL HAVE UNIVERSAL MALE THREAD RISERS TO ACCEPT (ET) WHICH IS INTERACTIVE WITH ALL PROGRAMS, AND ABLE TO ALERT THE USER (VIA RESET CIRCUIT BREAKER TO PROTECT THE CONTROLLER FROM OVERLOADING. o CONTROL VALVES UNIVERSAL FEMALE THREADED NOZZLES. ON SCREEN ALARMS) WHEN THE CONTROLLERS' WATER USAGE IS MORE THAN THE USER SET WATER BUDGET. V. INSTALL ONE EXTRA 1-1/2' INCH CONDUIT TO CONTROLLER FOR FUTURE USE. z227 SPRAY HEADS ON RISER 0 N o D. PURPLE RECTANGLE VALVE BOXES SHALL BE USED FOR CONTROL VALVES, F. A FULL YEAR MASTER SCHEDULE TO ALLOW TWELVE (12) MONTH PROGRAMMING y a PRESSURE REGULATORS, FLOW SENSORS, WYE STRAINERS, FILTRATION A THE PURPLE SPRAY HEAD ADAPTER BODY, NOZZLE, STEM AND SCREEN SHALL BE SHALL BE A STANDARD FEATURE OF THE CONTROLLER 231 CENTRAL CONTROL SYSTEM CONTROLLER ENCLOSURE MANUFACTURED BY F N DEVICES, BALL VALVES AND PULL BOXES MOLDED OUT OF HEAVY DUTY PLASTIC. CALSENSE ¢ o Elf E PURPLE ROUND VALVE BOXES SHALL BE USED FOR GATE VALVES, QUICK G PROGRAMMING SHALL BE BASED ON A SEVEN (7), FOURTEEN (14), TWENTY-ONE (21) OR A THE ENCLOSURE SHALL BE OF A VANDAL AND WEATHER RESISTANT NATURE o .� B. PURPLE SPRAY HEAD ADAPTER AND NOZZLE SHALL BE MOUNTED ON AN SCHEDULE 80 TWENTY-EIGHT (28) DAY SCHEDULING AND SHALL BE ABLE TO IRRIGATE IN MINUTES Z COUPLER VALVES, FLUSH VALVE ASSEMBLIES AND SPARE WIRES RISER A MINIMUM HEIGHT OF 6' FROM FINISH GRADE AND AS A 96 OF ETO. MANUFACTURED ENTIRELY OF 304-GRADE STAINLESS STEEL, AND THE TOP ¢ - SHALL BE 12 GAUGE AND THE BODY 14 GAUGE THE MAIN HOUSING SHALL BE w N F. ALL VALVE BOXES FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR AND LOUVERED UPPER AND LOWER BODY TO ALLOW FOR CROSS FLOW g w C. THE SPRAY HEAD SHALL HAVE AN ADJUSTMENT SCREW USED FOR REGULATING FLOW H. THE CONTROLLER SHALL BE ABLE TO RECEIVE REAL-TIME WEATHER DATA DIRECTLY > o BARE THE RECLAIMED WATER WARNINGS AS WELL AS THE INTERNATIONAL VENTILATION. A STAINLESS STEEL BACKBOARD SHALL BE PROVIDED FOR THE AND RADIUS WITH MATCHED PRECIPITATION RATE (MPR) NOZZLE z 'DO NOT DRINK' SYMBOL FROM AN ET GAGE AND TIPPING RAIN BUCKET, AND AS A STAND-ALONE CONTROLLER PURPOSE OF MOUNTING ELECTRONIC AND VARIOUS OTHER TYPES OF z r 3 AUTOMATICALLY USE THE DATA TO CALCULATE APPROPRIATE RUN TIMES FOR EACH EQUIPMENT. THE STAINLESS STEEL BACKBOARD SHALL BE MOUNTED ON o m o o D. THE SPRAY HEAD SHALL HAVE A REMOVABLE SCREEN TO PROTECT IT FROM CLOGGING STATION WITHOUT USE OF A CENTRAL CONTROL SYSTEM. m U G. HEAT BRAND ALL BOX LIDS WITH THE APPROPRIATE TWO-INCH HIGH FOUR STAINLESS STEEL BOLTS THAT WILL ALLOW FOR EASY REMOVAL OF P: eO w ' IDENTIFICATION LETTERS AND/OR NUMBERS THE BACKBOARD. tr D w > E. THE SPRAY HEAD SHALL BE EQUIPPED WITH AN EXTERNAL CHECK VALVE CAPABLE OF I. THE CONTROLLER SHALL BE ABLE TO IRRIGATE WITH THE USE OF SOIL MOISTURE U DO ¢ z H. ALL VALVE BOXES SHALL RECEIVE LANDSCAPE FABRIC. LANDSCAPE FABRIC HOLDING WATER UP TO 10 FEET OF ELEVATION CHANGE SENSING WHEREAS THE SOIL MOISTURE SENSOR OVERRIDES PROGRAMMED B. THE 38-INCH HEIGHT WITH FLIP TOP SHALL PROVIDE EASY ACCESS FOR O O SHALL BE CONSTRUCTED OF 5.0 OZ WEIGHT PROVEN POLYPROPYLENE WEED IRRIGATION MINUTES, OR MINUTES CALCULATED WHEN USING REAL-TIME WEATHER PROGRAMMING FROM A STANDING POSITION UNDER NORMAL INSTALLATIONS a z BARRIER WITH BURST STRENGTH OF 225 P.S.I. AND CAPABLE OF 12 GALLONS 228 POP UP ROTOR: DATA THE SOIL MOISTURE SENSOR USED WITH THE IRRIGATION CONTROL SYSTEM a g PER MINUTE OF WATER FLOW AND PUNCTURE STRENGTH OF 60 LBS. DEWITT SHALL BE BY THE SAME MANUFACTURER. xPRO, MIRIFY OR APPROVED EQUAL A ALL POP-UP ROTORS SHALL HAVE A PURPLE RUBBER COVER AND BE CONSTRUCTED OF HEAVY DUTY PLASTIC EXCEPT FOR WIPER SEAL, BEARING SPRING AND BEARING J. THE CONTROLLER SHALL HAVE FLOW MANAGEMENT CAPABILITY AS A STANDARD w 3 a WASHERS. THE RISER SHALL BE CONSTRUCTED OF PLASTIC OR OF PLASTIC ENCASED FEATURE WHEREAS THE CONTROLLER SHALL LEARN EACH STATION'S EXPECTED GPM z v wo L ALL VALVE BOXES SHALL RECEIVE 2 CUBIC FEET OF 3/4-INCH GRAVEL IN A STAINLESS STEEL SLEEVE ALL ROTORS TO HAVE A REINFORCED RIB DESIGN WITH FLOW RATE AUTOMATICALLY AT NIGHT OVER SEVERAL IRRIGATIONS, AND USE THE z z¢ zo FLANGE ENCASEMENT. MAINLINE GPM CAPACITY PROGRAMMED, TO OPERATE UP TO FOUR (4) VALVES AT THE CSA 126 w m SAME TIME PLUS THE MASTER VALVE TO SHORTEN THE WATER WINDOW. LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK // _ 11/14/2017 Z o Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 / "'�" DATE c) w 0 Lo NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. eb�b� SHEET No. D> o zC7T WORK CONTAINED WITHIN THESE PLANS KWDSCAPE CIVIL IP# 050171 , 050172, 050173 O < SHALL NOT COMMENCE UNTIL AN oo s enuuoPe °Ao COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH IS-3 a TWO WORKING ENCROACHMENT PERMIT AND/ORA ,�" 4 :, . 462 STEVENS AVENUE, STE. 107 w a Oul GRADING PERMIT HAS BEEN ISSUED. OPEN SPACE, BASIN, SIDEYARD AND SLOPE N BEFORE PAYS BEFDRE �/• u , SOLANA BEACH, CA 92075-2042 x z - LANDSCAPE IMPROVEMENT PLANS — PHASE 2 > YOU DIG YOU DIG slma�• - 619-294-8484 0 me Hwtelmd a¢hAect si nin Ihett msisr onsibk for assurin1 pv0e"A'a30O FAX 619-574-0626 SPRING MGUMNN ROAD, STOCKYARD ROAD AND SPRING STFpEEf o z o f P D P `� B s Ulz If IRRIGATION SPECIFICATIONS 39oF70 SJ HT U TOLL FREE I—BDD-227-2600 the mamcymd aaWtobilityal edesgnhamn. In eemta(disueprodes mr. �� LANDSCAPE d < A PUBLIC SERVICE BY onsngaNe muntyapprod ordmhgmnstruation,thepriwtelmdmopeeshited NARK BY DATE IPPR. DATE tf OF CAL ARCHITECTS ARCHITECTS SCALE: FOR: W.O. COUNTY d ¢ (L UNDERGROUND SERVICE ALERT shall berespthem fir detemlinngmaccWlohlesolulimandrensingtheplansfor EN[7� TENNp6 COUNTY CERT NO . 3781 , EXP 1l 2017 DATE: H: V: KB HOME COASTAL, INC. FILE N0. 963-PY — o rode Ihecmnl . 0- C. THE PRE-ASSEMBLED VANDAL RESISTANT ENCLOSURE BY CALSENSE SHALL 2.35 PIPE JOINT RESTRAINTS F. BORING BORING WILL ONLY BE PERMITTED WHERE PIPE MUST PASS UNDER F. INSTALL PRESSURE SUPPLY LINE LOCATING TAPE ALONG THE ENTIRE LENGTH w COME COMPLETE WITH LIGHTNING AND SURGE PROTECTION AND ALL AN OBSTRUCTION THAT CANNOT BE AVOIDED OR REMOVED. BACKFILL SHALL OF PRESSURE SUPPLY LINE. a TERMINALS SHALL BE FACTORY LABELED. THE PRE-ASSEMBLED ENCLOSURE A ALL PRESSURE LINE FITTINGS 4 INCH AND LARGER SHALL BE IRON DUCTILE MATCH SURROUNDING SOIL DENSITY AND GRAIN. BORING UNDER EXISTING > N SHALL COME PROVIDED WITH AN ON/OFF SWITCH TO ISOLATE THE DEEP BELL TYPE CONSTRUCTED OF GRADE 65-45-12 AND SHALL BE IN PAVING, SIDEWALKS, OR HARDSCAPE MAY BE PERMITTED AT CONTRACTORS G. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING o CONTROLLER ALONG WITH A GFI RECEPTACLE AN OPTIONAL RADIO ANTENNA ACCORDANCE WITH ASTM A536. RUBBER FOR GASKETS IN FITTINGS SHALL BE OWN RISK CONTRACTOR IS RESPONSIBLE FOR ANY REPAIRS OR DAMAGE TO AND SLIPPING UNDER PRESSURE LEAVE JOINTS EXPOSED FOR INSPECTION n SHALL BE PRE-MOUNTED AND CONNECTED ON SSE-R ENCLOSURE. THE IN ACCORDANCE WITH ASTM-477. ALL IRON DUCTILE FITTINGS SHALL HAVE SUCH ITEMS AT THEIR OWN EXPENSE DURING TESTING z y ENCLOSURE SHALL INCLUDE 2-7/8', 1-1/2' THICK 6-PIN CYLINDER, DIE-CAST STAINLESS STEEL EXTERIOR LUGS TO SECURE A JOINT RESTRAINT SYSTEM. — STEEL PADLOCK WITH UNIQUE SHACKLES DESIGN. G BACKFILLING: BACKFILLING OF TRENCHES MAY NOT BE DONE UNTIL ALL H. COORDINATE PRESSURE SUPPLY LINE WITH SAND BEDDING OPERATIONS. 2.36 SAND BEDDING REQUIRED TESTING FOR THE IRRIGATION SYSTEM HAS BEEN COMPLETED. D. FACTORY PRE-ASSEMBLED ENCLOSURE WITH CONTROLLER SHALL CARRY A I. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN p FULL UL LISTING. A SAND BEDDING SHALL BE CONSTRUCTION GRADE. I MATERIAL EXCAVATED MATERIAL IS GENERALLY CONSIDERED TO BE COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR c pADEQUATE FOR BACKFILLING OPERATIONS. BEFORE BEGINNING THE SOLVENT WELD SETTING AND CURING E THE ENCLOSURE AND CONTROLLER INSTALLED EQUIPMENT WITHIN SHALL BACKFILLING OPERATION INSURE THAT BACKFILL MATERIAL IS FREE FROM w v a CARRY A FIVE (5) YEAR WARRANTY. PART 3 - EXECUTION DEBRIS AND ROCKS GREATER THAN 1' IN DIAMETER, AND IS NOT MIXED 3.06 INSTALLATION OF BRASS PIPE: WITH TOPSOIL THESE MATERIALS AFTER SEPARATED FROM BACKFILL, o 2.32 ET GAGE FOR CENTRAL CONTROL SYSTEM MANUFACTURED BY CALSENSE 3DI PREPARATION SHALL BE LEGALLY DISPOSED OF AT CONTRACTORS EXPENSE. A BRASS PIPING SHALL BE CUT BY A POWER HACKSAW, A CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR BY MEANS OF A HAND HACKSAW. z A THE CENTRAL CONTROL SYSTEM SHALL INCLUDE A REMOTE CONNECTED ET A EXAMINE FIELD CONDITIONS PRIOR TO BEGINNING WORK DESCRIBED IN THIS Z BEDDING: BED PRESSURE SUPPLY LINE WITH CONSTRUCTION GRADE ALL PIPE SHALL BE REAMED AND ROUGH EDGES OR BURRS REMOVED SO w a GAGE WHERE SHOWN ON THE PLANS AND SPECIFICATIONS. THE ET SECTION. GRADING OPERATIONS SHALL BE COMPLETED AND APPROVED SAND 6' ABOVE AND 6' BELOW PIPE AS SHOWN ON DETAILS. REMAINING THAT A SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. MEASURING DEVICE SHALL BE POWERED BY THE SELECTED FIELD PRIOR TO BEGINNING WORK BACKFILL MAY BE AS DESCRIBED ABOVE CONTROLLER ET IS MEASURED DIRECTLY IN 0.01' INCREMENTS AND PULSES B. ECCENTRIC REDUCING FITTINGS SHALL BE USED WHERE ANY CHANGE IN PIPE z z FROM THE GAGE SHALL BE SENT DIRECTLY TO THE FIELD CONTROLLER. THE B. VERIFY ALL SLEEVE LOCATIONS BELOW FUTURE HARDSCAPE AND/OR ACROSS 3. BED ALL ELECTRICAL CONTROL WIRE TRENCHED SEPARATE FROM SIZE OCCURS. BUSHINGS SHALL NOT BE USED UNLESS SPECIFICALLY O o DAILY, ON-SITE ET DATA SHALL BE STORED IN A 28-DAY TABLE IN THE CONCRETE V-DITCHES PRIOR TO BEGINNING WORK IN THIS SECTION. FLAG PRESSURE SUPPLY LINE, WITH CONSTRUCTION GRADE SAND 6' ABOVE AND AUTHORIZED BY THE ARCHITECT. v Uw CONTROLLER ALL EXISTING SLEEVES AND CONDUITS INSTALLED BY OTHER TRADES. 6' BELOW WIRES. REPORT ANY CONFLICTS AND DISCREPANCIES TO THE ARCHITECT C. JOINT COMPOUND SHALL BE CAREFULLY AND SMOOTHLY PLACED ON THE N e m Z B. CABLE SHALL BE INSTALLED IN CONDUIT AND SHALL BE RUN FROM THE IMMEDIATELY. 4. WHEN BACKFILLING, SLIGHTLY MOUND FILLED TRENCHES FOR MALE THREAD ONLY. ALL SCREWED JOINTS MUST BE TIGHTENED WITH TONGS 3 U O LOCATION OF THE ET GAGE BACK TO THE CONTROLLER. MAXIMUM LENGTH OF SETTLEMENT AFTER BACKFILLING IS COMPACTED. COMPACT BACKFILL TO OR WRENCHES CAULKING OF ANY KIND WILL NOT BE PERMITTED. W U J ' CABLE SHALL BE 1000 FEET. WIRE RUNS SHALL BE DIRECT PULLS WITHOUT C. IRRIGATION SYSTEM SHALL BE CONSTRUCTED TO THE SIZES AND GRADES AT A 90% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 WITH A a UNDERGROUND SPLICES THE LOCATIONS SHOWN ON THE DRAWINGS. MARK WITH POWDERED LIME OR MECHANICAL TAMPER. DO NOT LEAVE TRENCHES OPEN FOR A PERIOD D. ALL EXPOSED PIPING UNDER STRUCTURAL SLABS SHALL BE STENCILED WITH ¢ z MARKING PAINT ROUTING OF PRESSURE SUPPLY LINE AND STAKE THE GREATER THAN 48 HOURS. OPEN TRENCHES SHALL BE PROTECTED IN 'IRRIGATION MAIN' OR 'IRRIGATION LATERAL' AS REQUIRED, AT TEN FOOT NY) SE 0 C. THE TOP SURFACE OF THE GAGE SHALL BE 3W ABOVE GRADE THE LOCATION LOCATION OF EACH SPRAYHEAD, ROTOR, ELECTRIC CONTROL VALVE AND ACCORDANCE WITH CURRENT OSHA REGULATIONS. INTERVALS IN BLACK LETTERING, 3/4' MINIMUM HIGH. 3 w SHALL BE REPRESENTATIVE OF THE AREA TO BE IRRIGATED, FREE OF ANY OTHER RELATED EQUIPMENT FOR THE FIRST THREE ZONES. ARCHITECT ¢ OBSTRUCTIONS TO SUNLIGHT AND WIND. THE LOCATION OF THE GAGE SHALL SHALL REVIEW STAKING AND DIRECT ANY NECESSARY CHANGES WITH THE 5. SMOOTH TRENCHES TO FINISH GRADE PRIOR TO REQUESTING A WALK 3.07 WYE STRAINER z BE LOCATED IN AN AREA WHERE WATER FROM SPRINKLER HEADS DOES NOT CONTRACTOR PRIOR TO PROCEEDING TO OTHER ZONES. THIS REVIEW DOES THROUGH FOR SUBSTANTIAL COMPLETION WITH THE ARCHITECT. ¢ ¢ HIT THE TOP SURFACE OF THE GAGE CALSENSE SHALL BE CALLED AT NOT IN ANY WAY ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITIES A INSTALL WYE STRAINER, ENCLOSURE AND ASSOCIATED EQUIPMENT AT THE _ w 800-572-8608 FOR ASSISTANCE IN CORRECT PLACEMENT OF THE ET GAGE. ASSOCIATED WITH PROPER UNIFORMITY AND DISTRIBUTION OF HEAD 3.03 POINT OF CONNECTION(S) LOCATION AS SPECIFIED ON DRAWINGS. N O p PLACEMENT AFTER STAKING zo z D. A VANDAL-RESISTANT STAINLESS-STEEL ENCLOSURE SHALL BE USED TO A POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. B. COORDINATE INSTALLATION WITH LOCAL GOVERNING CODES AND > U z PROTECT THE ET GAGE THE ET GAGE SHALL BE MOUNTED ON A POURED D. INSTALL SLEEVES, TO ACCOMMODATE PIPES AND WIRES, UNDER PAVING, CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL ORDINANCES. O O z CONCRETE BASE 18'X18'X6' WITH THE ENCLOSURE METAL BASE AND STAKE HARDSCAPE AREAS, SIDEWALKS, AND PATHS PRIOR TO ASPHALT AND FLANGES, ADAPTERS, OR OTHER NECESSARY FITTINGS u ~ a EMBEDDED INTO THE SLAB. THE HORIZONTAL PLATE SHALL BE ONE INCH (17 CONCRETE OPERATIONS. COMPACT BACKFILL AROUND SLEEVES TO 95% SOS FLOW SENSORS s ¢ a BELOW THE POURED CONCRETE, AND THE FINISH GRADE SHALL BE TWO MODIFIED PROCTOR DENSITY WITHIN 2% OF OPTIMUM MOISTURE CONTENT IN 3A4 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) O p N INCHES (27 BELOW TOP OF THE CONCRETE BASE ACCORDANCE WITH ASTM D1557. A INSTALL FLOW SENSORS AS SPECIFIED ON DRAWINGS AND PER z > A POLYVINYL CHLORIDE PIPE SHALL BE CUT WITH AN APPROVED PVC PIPE MANUFACTURERS SPECIFICATIONS d 0 v 2.33 RAIN BUCKET AND WIND SENSOR FOR CENTRAL CONTROL SYSTEM 3.02 EXCAVATION AND BACKFILLING OF TRENCHES CUTTER DESIGNED ONLY FOR THAT PURPOSE Cifa ¢ MANUFACTURED BY CALSENSE B. INSTALL FLOW SENSING CABLE IN A SEPARATE CONDUIT AND CONNECT TO a of A TRENCH EXCAVATION SHALL AS MUCH AS POSSIBLE FOLLOW THE LAYOUT B. ALL PLASTIC-TO-PLASTIC SOLVENT WELD JOINTS SHALL USE ONLY THE TERMINAL STRIP AT CONTROLLER. A THE CENTRAL CONTROL SYSTEM SHALL INCLUDE A REMOTE CONNECTED SHOWN ON THE DRAWINGS TRENCHES SHALL BE STRAJGHT IN ALIGNMENT SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER DO NOT INSTALL Approved TIPPING RAIN BUCKET WHERE SHOWN ON THE PLANS AND SPECIFICATIONS. AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH REMOVE ROCKS SOLVENT WELD PIPE WHEN TEMPERATURE IS BELOW 40 F. 3.09 MASTER VALVES Electronically THE RAIN-MEASURING DEVICE SHALL BE WIRED USING THE 60' OF AND DEBRIS GREATER THAN 1' IN DIAMETER OVER EXCAVATE AS REQUIRED As a TIFF 2-CONDUCTOR CABLE SUPPLIED WITH THE TIPPING RAIN BUCKET TO THE FOR BEDDING MATERIAL C. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK OR APPROVED EQUAL, A INSTALL MASTER VALVES AS SPECIFIED ON DRAWINGS AND PER Myl E st not SELECTED FIELD CONTROLLER. THE CABLE SHOULD BE INSTALLED IN BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MANUFACTURERS SPECIFICATIONS Exist CONDUIT AND THE CONNECTIONS ARE TO BE MADE AT A TERMINAL STRIP B. DEPTH OF TRENCH (IN LANDSCAPE AREAS): MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. INSIDE THE ENCLOSURE MAXIMUM LENGTH OF CABLE RUN SHALL BE 200 B. INSTALL MASTER VALVE WIRE IN A SEPARATE CONDUIT AND CONNECT TO FEET. PRESSURE SUPPLY LINE (3' AND SMALLER} 18' FROM TOP OF PIPE TO FINISH D. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE ON TRENCH BOTTOM TO ALLOW TERMINAL STRIP AT CONTROLLER. GRADE FOR EXPANSION AND CONTRACTIONS. B. THE RAIN BUCKET SHALL ACCURATELY MEASURE RAINFALL IN 0.01' NON-PRESSURE LINE (12' POP-UP ROTORS): 18' FROM TOP OF PIPE TO FINISH 3.10 ISOLATION BALL VALVES INCREMENTS BY MEANS OF A TIPPING AND EMPTYING DEVICE MOUNTED GRADE E ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE WITH BELOW THE CENTER OF THE COLLECTION DISH. NON-PRESSURE LINE (6' AND SMALLER POP-UP ROTORS): 12' FROM TOP OF APPROPRIATE FITTINGS. A INSTALL ISOLATION BALL VALVES IN SEPARATE VALVE BOXES AS SPECIFIED PIPE TO FINISH GRADE ON THE DRAWINGS. C. THE CONTROLLER SHALL PROVIDE THE FOLLOWING PROGRAMMING NON-PRESSURE LINE (12' POP-UP SPRAY HEADS$ 18' FROM TOP OF PIPE TO F. WHEN PIPE LAYING IS NOT IN PROGRESS AT THE END OF EACH WORKING DAY, PARAMETERS FOR RAIN: FINISH GRADE. CLOSE PIPE ENDS WITH TIGHT PLUG OR CAP. 3.11 QUICK COUPLING VALVES p STOP IRRIGATION AFTER XXX INCHES NON-PRESSURE LINE (6' AND SMALLER POP-UP SPRAY HEADS): 12' FROM TOP A INSTALL QUICK COUPLING VALVES IN SEPARATE VALVE BOX AS SPECIFIED ON m MAXIMUM RAIN IN ONE HOUR IS XXX INCHES OF PIPE TO FINISH GRADE G INSTALL PRESSURE SUPPLY LINE LOCATING TAPE ALONG THE ENTIRE LENGTH LJ m MAXIMUM RAIN IN 24 HOURS IS XXX INCHES CONTROL WIRING DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE OF PRESSURE SUPPLY LINE THE DETAIL DRAWINGS. '> sm LET RAIN ONLY BUILD UP TO XXX INCHES PRESSURE SUPPLY LINE LOCATOR TAPE: 6' ABOVE TOP OF PIPE H. COORDINATE PRESSURE SUPPLY LINE WITH SAND BEDDING OPERATIONS B. ANGLED NIPPLE RELATIVE TO PRESSURE SUPPLY LINE SHALL BE NO GREATER 2.34 ELECTRIC CONTROL VALVE WIRE C. DEPTH OF TRENCH (UNDER ASPHALT PAVING OR CONCRETEY. THAN 45 AND NO LESS THAN 10 o O I. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN O A LOW VOLTAGE: PRESSURE SUPPLY LINE (3' AND SMALLER)b 24' FROM TOP OF PIPE TO COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR 3.12 AIR RELIEF VALVES AGGREGATE BASE SOLVENT WELD SETTING AND CURING. 1. AWG OF UL APPROVED NO. 14 DIRECT BURIAL COPPER WIRE FOR ALL NON-PRESSURE LINE: 24' FROM TOP OF PIPE TO AGGREGATE BASE A INSTALL AIR RELEASE VALVES IN SEPARATE VALVE BOXES AS SPECIFIED ON w CONTROL WIRES AND NO. 14 DIRECT BURIAL COPPER WIRE FOR ALL CONTROL WIRING DIRECTLY AT SIDE AND BOTTOM OF PRESSURE SUPPLY LINE J. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING THE DRAWINGS z AND SLIPPING UNDER PRESSURE LEAVE JOINTS EXPOSED FOR INSPECTION a p COMMON WIRES. PRESSURE SUPPLY LINE LOCATOR TAPE: 6' ABOVE TOP OF PIPE vDURING TESTING 3.13 ELECTRIC CONTROL VALVES 0—i v z F ¢ 2 WIRE COLORS: I PIPING LOCATED UNDER ASPHALT PAVING OR CONCRETE SHALL BE 3.05 INSTALLATION OF GASKET-END POLYVINYL CHLORIDE PIPE rn A INSTALL EACH ELECTRIC CONTROL VALVE IN A SEPARATE VALVE BOX SO INSTALLED WITH THE APPROPRIATE SIZED SLEEVE AND BACKFILLED WITH p THAT CROSS HANDLE IS 3' MIN. BELOW VALVE BOX COVER AS SPECIFIED ON a. CONTROL WIRES- AS SPECIFIED ON DRAWINGS SAND BEDDING (6' BELOW PIPE AND 6' ABOVE PIPE). THE DETAIL DRAWINGS. p w b. COMMON WIRES- AS SPECIFIED ON DRAWINGS A LAY PIPE AND MAKE PIPE TO FITTING OR PIPE TO PIPE JOINTS FOLLOWING ¢ a MASTER VALVE WIRES- BLUE. 2 COMPACT BACKFILL MATERIAL IN 6' LIFTS AT 90% MAXIMUM DENSITY OR70 RECOMMENDATIONS (JOHNS- MANVILLE GUIDE FOR INSTALLATION OF w RINGTITE PIPE), OR PIPE MANUFACTURERS RECOMMENDATIONS. B. GROUP ELECTRIC CONTROL VALVES TOGETHER AS SPECIFIED ON THE - N w d. SPARE WIRES- GREEN (LABELED AT TERMINATION) DETERMINED IN ACCORDANCE WITH ASTM D1557 USING MANUAL ORDRAWINGS ALLOWING A MAXIMUM OF 12 ' BETWEEN EACH VALVE BOX. INSTALL r o MECHANICAL TAMPING DEVICE. VALVE BOXES IN THE SAME DIRECTION AND PARALLEL WITH ONE ANOTHER z Z S WIRE SPLICE CONNECTORS: 3M DBY DIRECT BURY SPLICE KITS B. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW AND PERPENDICULAR TO PAVING HARDSCAPE, SIDEWALKS AND PATHS. z p 3. SET IN PLACE, CAP, AND PRESSURE TEST PIPING IN THE PRESENCE OF THE FOR EXPANSION AND CONTRACTIONS O a o0 B. HIGH VOLTAGE OWNER OR OWNERS REPRESENTATIVE PRIOR TO BACKFILLING F m w C. ALL CHANGES OF DIRECTION OVER 15 DEGREES SHALL BE MADE WITH e m > 1. TYPE REQUIRED BY LOCAL CODES AND ORDINANCES, OF PROPER SIZE TO D. WIDTH OF TRENCH: FITTINGS. < o ACCOMMODATE NEEDS OF EQUIPMENT SERVICED. w U PIPE GREATER THAN 3`. 14' MINIMUM. D. INSTALL PIPE JOINT RESTRAINTS ON ALL GASKET END FITTINGS AS SPECIFIED w z PIPE LESS THAN 3" 'r MINIMUM. ABOVE AND AS SHOWN ON DETAILS. a w s � E. WIDTH BETWEEN TRENCHES: E WHEN PIPE LAYING IS NOT IN PROGRESS AND AT THE END OF EACH WORKING 3 a DAY, CLOSE PIPE ENDS WITH TIGHT PLUG OR CAP. Z w wp IRRIGATION TRENCH TO IRRIGATION TRENCH: 6' MINIMUM O IRRIGATION TRENCH AND OTHER TRADE TRENCHES: 10 MINIMUM z a o CSA 126 LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK / ' 11/14/2017 z O Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 %" DATE X o0 � D II �T NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. Eb�b� SHEET NO.> o z dS JJ VV ll WORK CONTAINED WITHIN THESE PLANS oDSCAPE CIVIL IP# 050171 , 050172, 050173 �+ A O � ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH IS-4 d o `^ ENCROACHMENT PERMIT AND/pRA ,�" �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w ¢ DIAL TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 rn _ p N BEFORE DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 U > v rou DIG YOU DIG slq�m.r. 619-294-8484 0 "`"' °"""'/'Mm" FAX 619-574-0626 SPRING MOUNTAIN ROAD. STOCKYARD ROAD AND SPRING STREET o z O H IDe priwtelmdsmUe....Aecl si99nkg these Ams Is re.Wonsibk for assuring ;P gA2BA7 �� IRRIGATION SPECIFICATIONS 400E 70 SHT n ¢ � U TOLL FREE I-800-227-2600 the mous and witi bdityol Ne desgn heron. In Ne erml a(disuepmdes lit LANDSCAPE a a A PUBLIC SERVICE BY onshg KNK munlyupprool mdumgcansbuctkn,thepriwtelmdsoopemrhited MARK BY DATE WPP. DATE f OP CA` 1 ARCHITECTS SCALE: FOR: W.O. COUNTY �] �J d ¢ [L UNDERGROUND SERVICE ALERT shall be respmstle tor detewlinog m occWlahlesolulim and redsing the one for EN(7EfR TEKNa6 CWNtt CERT N0 . 3781 , EXP 11 2017 DATE: H' V: KB HOME COASTAL, INC. FILE NO. 963-YY al b the count . a C INSTALL ELECTRIC CONTROL VALVES ON SLOPES WITHIN TWO FEET FROM TOE E. CONNECT FLOW SENSING AND MASTER VALVE WIRING TO CONTROLLER UNIT a. PRESSURIZE THE IRRIGATION SYSTEM TO 40 PSI GREATER THAN THE F. FINAL WALK THROUGH: a OF SLOPE USE SAME TRENCH AS TOE OF SLOPE NON-PRESSURE LATERAL AND LABEL WITHIN P OF THE TERMINAL STRIP. DESIGNATED STATIC PRESSURE OR 150 PSI WHICHEVER IS GREATER a LINE FOR PRESSURE SUPPLY LINE AND WIRE ROUTING SEE SECTION a02 B FOR A PERIOD OF NO LESS THAN 2 HOURS THE PRESSURE GAUGE I BEFORE COMMENCEMENT OF A FINAL WALK THROUGH IS REQUESTED, THE w n AND C FOR PIPE AND WIRE DEPTHS. F. INSTALL A SEPARATE GROUND ROD AND WIRE FOR EACH CONTROLLER UNIT USED FOR THE PRESSURE TEST SHALL NOT EXCEED READINGS FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED: > o AS SPECIFIED ON THE DRAWINGS AND PER MANUFACTURER'S SPECIFICATIONS. GREATER THAN 30OPSL PRESSURE PUMP AND OTHER EQUIPMENT n 3.14 CHECK VALVES NECESSARY FOR THE TEST SHALL BE FURNISHED BY THE a EACH ITEM ON THE WALK THROUGH FOR SUBSTANTIAL COMPLETION z y G. ABOVE GROUND CONDUIT SHALL BE RIGID GALVANIZED PIPE WITH THE CONTRACTOR HAS BEEN THOROUGHLY ADDRESSED AND RESOLVED BY THE - A INSTALL SWING CHECK VALVES AS SPECIFIED ON DRAWINGS APPROPRIATE FITTINGS. BELOW GROUND CONDUIT SHALL BE PVC SCH 40 PIPE CONTRACTOR. WITH APPROPRIATE FITTINGS. b. TEST IS ACCEPTABLE IF NO LEAKAGE OCCURS WITHIN THE SYSTEM b. ALL FINAL RECORD AS-BUILT DRAWINGS AND CONTROLLER CHARTS B. INSTALL SPRING CHECK VALVES AS SPECIFIED ON DRAWINGS FOR THE DURATION OF THE TESTING PERIOD. HAVE BEEN PRODUCED BY THE ARCHITECT FOR REVIEW BY THE H. LABEL EACH AUTOMATIC CONTROLLER UNIT WITH THE LETTER OR NUMBER ARCHITECT AND CONTRACTOR AT THE FINAL WALK THROUGH. z c o 3.15 VALVE BOXES DESIGNATED ON THE DRAWINGS LETTER OR NUMBER SHALL BE LOCATED IN a IF LEAKS OCCUR, REPAIR SAID LEAKS AND BEGIN PRESSURE TEST A VISIBLE LOCATION ON THE INSIDE PANEL COVER WITH 3' HIGH VINYL AGAIN. REPEAT THIS OPERATION UNTIL NO LEAKS OCCUR IN THE 2 ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A FINAL WALK U e ¢ A INSTALL VALVE BOXES WITH EACH TYPE OF IRRIGATION EQUIPMENT SO THAT LETTERS IRRIGATION SYSTEM. THROUGH MAY BE REQUESTED. THE FOLLOWING PROCEDURES WILL BE < m TOP OF VALVE BOX IS ABOVE FINISH GRADE AS SPECIFIED ON THE DETAIL USED. o DRAWINGS VALVE BOX EXTENSIONS ARE NOT ACCEPTABLE L EACH AUTOMATIC CONTROLLER UNIT SHALL BE COMPLETELY OPERABLE d. BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL ¢ PRIOR TO SCHEDULING A WALK THROUGH FOR SUBSTANTIAL COMPLETION. COMPLETION, THE ENTIRE IRRIGATION SYSTEM SHALL REMAIN UNDER a CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH z B. PLACE GRAVEL SUMP BELOW AND AROUND EACH VALVE BOX PRIOR TO PRESSURE FOR A PERIOD OF NO LESS THAN 48 HOURS. RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK w a INSTALLING VALVE BOX AS SPECIFIED ON THE DRAWINGS. PLACE REMAINING 3.18 ELECTRICAL WIRE THROUGH. rn PORTION OF GRAVEL INSIDE VALVE BOX ALLOWING FULL ACCESS IN AND 2 THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT ONE b. ONLY THOSE VALVE BOX LIDS SHALL BE REMOVED FROM VALVE z AROUND ALL FITTINGS VALVE BOX SHALL BE FULLY SUPPORTED BY GRAVEL A LOW VOLTAGE WIRING DAY IN ADVANCE OF THE PRESSURE TEST. BOXES AS INDICATED ON THE WALK THROUGH FOR SUBSTANTIAL z SUMP. NO BRICK OR WOOD SUPPORTS ARE ALLOWED. COMPLETION PUNCH LIST. THE VALVE BOX LIDS SHALL BE PLACED O 0 1. BURY CONTROL WIRING IN SAME TRENCH AS PRESSURE SUPPLY LINE AS D. FLUSHING: CENTER LOAD ALL PIPING PRIOR TO FLUSHING. AFTER ALL NEW FACED UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING THE N U w C. BRAND VALVE BOX LID OF ASSOCIATED EQUIPMENT AS FOLLOWS: SPECIFIED. IRRIGATION PIPING AND RISERS ARE IN PLACE AND CONNECTED AND ALL FINAL WALK THROUGH NECESSARY DIVERSION WORK HAS BEEN COMPLETED AND PRIOR TO THE c THE FINAL WALK THROUGH WILL BE DIVIDED INTO (2) TWO SECTIONS w mELECTRIC CONTROL VALVE BOX LID WITH 'CONTROLLER LETTER AND STATION 2 BUNDLE ALL 24 VOLT WIRES AT 20' INTERVALS WITH ELECTRICAL TAPE. INSTALLATION OF SPRINKLER HEADS, ROTORS AND QUICK COUPLING VALVES, AND PROCEED AS FOLLOWS: v p NUMBER'. THOROUGHLY FLUSH PIPING SYSTEM UNDER FULL HEAD OF PRESSURE QUICK COUPLING VALVE BOX LID WITH THE LETTERS "OC'. 3, PROVIDE EXPANSION LOOPS AT EVERY PRESSURE SUPPLY LINE ANGLE AFTER THE FURTHERMOST RISER FROM THE POINT OF CONNECTION BEGINS A VISUAL WALK THROUGH: THIS WILL CONSIST OF WALKING a a ISOLATION BALL VALVE BOX LID WITH THE LETTERS 'BV'. FITTING INSIDE EACH ELECTRIC REMOTE CONTROL VALVE BOX, AND AT TO FLUSH, CONTINUE FLUSHING FOR A DURATION OF FIVE MINUTES AFTER THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THE = z0 AIR RELIEF VALVE BOX LID WITH THE LETTERS 'AR. 250' LENGTH INTERVALS ALONG ROUTING FORM EXPANSION LOOP BY THE SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. WALK THROUGH FOR SUBSTANTIAL COMPLETION, EXAMINING ALL r- r SPARE WIRE BOX LIDS WITH THE LETTERS 'SW WRAPPING WIRE A MINIMUM OF 10 TIMES AROUND A 3/4' PIPE AND COMPONENTS OF THE SYSTEM WITHOUT TURNING ON ZONES 3 w WIRE SPLICE BOX LID WITH THE LETTERS *WI WITHDRAWING PIPE AS SPECIFIED ON THE DRAWINGS E WALK THROUGH FOR SUBSTANTIAL COMPLETION: ANY REMAINING DEFICIENCIES IN THE CONSTRUCTION AND WORKMANSHIP OF THE IRRIGATION SYSTEM AS COMPARED TO LETTER AND NUMBER SIZE OF BRAND SHALL BE NO LESS THAN 1' AND NO 4. LIMIT SPLICING OF ELECTRICAL WIRING PROVIDE EACH SPLICE MADE AT 1. BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION THE PUNCH LIST GENERATED AT THE TIME OF THE WALK _ a GREATER THAN 1 1/Y IN HEIGHT AND SHALL BE 1/8' MAXIMUM IN DEPTH. INTERVALS OR IN ELECTRIC CONTROL VALVE AND DRIP VALVE ASSEMBLY THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED THROUGH FOR SUBSTANTIAL COMPLETION, CONSTRUCTION O m w PROVIDE SAMPLE BRANDING TO THE OWNER OR OWNER'S REPRESENTATIVE VALVE BOXES WITH 3M DBY DIRECT BURY SPLICE KITS. DRAWINGS, DETAILS AND SPECIFICATIONS WILL BE NOTED. in PRIOR TO COMMENCEMENT OF WORK a. THE ENTIRE IRRIGATION SYSTEM IS COMPLETELY INSTALLED, FLUSHED z O 5. WIRE SPLICES OCCURRING AT INTERVALS OUTSIDE ELECTRIC CONTROL AND SATISFACTORILY PRESSURE TESTED. IF THE CONTRACTOR 2 OPERATIONAL WALK THROUGH: THIS WILL CONSIST OF WALKING > U Z D. WALK THROUGH FOR SUBSTANTIAL COMPLETION WILL NOT BE ALLOWED UNTIL VALVE BOXES SHALL BE INSTALLED IN A SEPARATE VALVE BOX. FAILED TO NOTIFY THE ARCHITECT FOR THE PRESSURE TEST AND THROUGH THE PUNCH LIST ITEMS CREATED AT THE TIME OF THE o O a ALL BRANDING IS COMPLETE FLUSHING PROCEDURES STATED ABOVE THAN THE CONTRACTOR WALK THROUGH FOR SUBSTANTIAL COMPLETION AND OBSERVING U 6. PROVIDE (1) ONE ELECTRICAL CONTROL WIRE FOR EVERY ELECTRIC ASSUMES FULL RESPONSIBILITY FOR ANY DESIGN MODIFICATIONS EACH ZONE IN A FULLY OPERABLE CONDITION. VALVES MUST BE U ¢ a 3,16 SPRAY HEADS AND ROTORS CONTROL VALVE PIGGY BACKING LIKE ZONES ON THE SAME ELECTRICAL DIRECTED BY THE ARCHITECT DURING THE WALK THROUGH FOR ACTIVATED FROM THE AUTOMATIC CONTROLLER UNIT (MANUAL ow CONTROL WIRE IS NOT ALLOWED. SUBSTANTIAL COMPLETION REGARDING PRESSURE AND FLUSHING BLEEDING OF INDIVIDUAL ELECTRIC CONTROL VALVES WILL NOT z > U A INSTALL SPRAY HEADS AND ROTORS AS SPECIFIED ON DRAWINGS ALLOWING ISSUES. BE ACCEPTABLE). ANY REMAINING DEFICIENCIES IN THE MINIMUM DISTANCE BETWEEN PAVING HARDSCAPE, SIDEWALKS, AND PATHS. 7. INSTALL (2) TWO SPARE 014-1 ELECTRICAL CONTROL WIRES FROM THE b. ALL VALVE BOXES HAVE BEEN BRANDED. d 0 v OPERATION OF EACH ZONE IN THE IRRIGATION SYSTEM a a AUTOMATIC CONTROLLER UNIT PEDESTAL TO THE LAST ELECTRIC a ALL AUTOMATIC CONTROLLERS ARE FULLY OPERABLE AND INCLUDING BUT NOT LIMITED TO HEAD SPACING, ROW SPACING Q a B. SPRAY HEADS AND ROTORS SHALL NOT EXCEED THE MAXIMUM HEAD AND CONTROL VALVE ON EACH LEG OF PRESSURE SUPPLY LINE. LOCATE THE COMMUNICATION HAS BEEN CERTIFIED IN WRITING AND CHECKED AT NOZZLE SIZING CORRECT RADIUS OF THROW, CORRECT ROW SPACING SPECIFIED ON THE DRAWINGS OR STAKED IN THE FIELD BY THE SPARE WIRES IN THEIR OWN VALVE BOX AS SPECIFIED ON THE DRAWINGS. CENTRAL CONTROL SYSTEM BY THE CENTRAL CONTROL SYSTEM STATIONING AS COMPARED TO THE PUNCH LIST GENERATED AT Approved ARCHITECT. IN NO CASE MAY SPRAY HEADS OR ROTORS BE INSTALLED AT A IN ADDITION TO THESE SPARE WIRES, CHECK THE DRAWINGS FOR ANY MANUFACTURER ON THEIR LETTER HEAD. THE TIME OF THE WALK THROUGH FOR SUBSTANTIAL Electronically DISTANCE BETWEEN HEADS THAT EXCEEDS THE MANUFACTURERS ADDITIONAL WIRES THAT MAY BE REQUIRED AND LOCATE THEM IN THE d. RECORD AS-BUILT DRAWINGS HAVE BEEN SUBMITTED TO THE COMPLETION CONSTRUCTION DRAWINGS, DETAILS, AND As a TIFF RECOMMENDED DISTANCE. SAME VALVE BOX AS THE SPARE WIRES. ARCHITECT FOR REVIEW AS TO COMPLETENESS. SPECIFICATIONS. Mylars do not a (4) FOUR SERVICES MANUALS HAVE BEEN DELIVERED TO THE OWNER Exist C ANGLED NIPPLES ON SWING JOINTS BELOW SPRAY HEADS AND ROTORS S HIGH VOLTAGE WIRING: OR OWNER'S REPRESENTATIVE. 3, ONCE THE FINAL WALK THROUGH IS COMPLETED AND ALL ITEMS CREATED SHALL NOT EXCEED 45 NOR BE LESS THAN 10 ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED THE MAINTENANCE 1. INSTALL 120 VOLT POWER FROM POWER SOURCE TO AUTOMATIC 2 ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A WALK THROUGH FOR PERIOD MAY BEGIN. ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO D. AFTER INSTALLATION ADJUST NOZZLE SIZES, ARCS AND RADIUS OF THROW CONTROLLER UNIT FOLLOWING LOCAL GOVERNING CODES AND SUBSTANTIAL COMPLETION MAY BE REQUESTED. THE FOLLOWING CONTRACTORS' INABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS TO ALLOW HEAD TO HEAD UNIFORM DISTRIBUTION. ADJUST ALL SPRAY HEADS ORDINANCES. PROCEDURES WILL BE USED DURING THE WALK THROUGH: DESCRIBED ABOVE WILL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. AND ROTORS TO CORRECT HEIGHT ABOVE SOD AS DETAILED. ADJUST ALL SHRUB NOZZLES ON RISERS AND ROTORS ON RISER'S PERPENDICULAR TO 3.19 QUALITY CONTROL a. CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH 321 MAINTENANCE PERIOD FINISH GRADE AND AS SPECIFIED ON THE DRAWINGS. NO OVER SPRAY WILL RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK BE ALLOWED ON PAVING, HARDSCAPE, SIDEWALKS, AND PATHS A PRECONSTRUCTION MEETING THE CONTRACTOR IS RESPONSIBLE FOR THROUGH A THE MAINTENANCE PERIOD SHALL BE FOR NINETY (90) DAYS AFTER CONTACTING THE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION AND/OR b. ALL VALVE BOX LIDS SHALL BE REMOVED FROM VALVE BOXES AND NOTIFICATION FROM THE ARCHITECT OF A SUCCESSFUL FINAL WALK THROUGH o E. ADJUST ADJACENT PLANT MATERIAL SO THAT IT DOES NOT INTERFERE WITH ORDERING MATERIALS TO ESTABLISH A MEETING TO REVIEW AND DISCUSS PLACED FACE UP ADJACENT TO THE VALVE BOX PRIOR TO BEGINNING AND WILL BEGIN ONCE ALL ITEMS ON THE FINAL WALK THROUGH PUNCH LIST u) UNIFORM DISTRIBUTION OF EACH SPRAY HEAD OR ROTOR. PROJECT OBJECTIVES, CONCERNS AND TO REVIEW THE CONSTRUCTION THE WALK THROUGH. HAVE BEEN SATISFACTORILY ADDRESSED BY A WRITTEN STATEMENT w c� DOCUMENTS TO INSURE A COMPLETE UNDERSTANDING OF REQUIRED G THE WALK THROUGH WILL BE DIVIDED INTO (2) TWO SECTIONS AND INDICATING SUCH FROM THE ARCHITECT TO THE OWNER > N F. ARCHITECT MAY REQUEST NOZZLE CHANGES AND/OR ADJUSTMENTS WITHOUT INSTALLATION PROCEDURES PROCEED AS FOLLOWS: 0 ADDITIONAL COST TO THE OWNER I THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FOLLOWING ANY B. GENERAL OBSERVATION: THE ARCHITECT WILL VISIT THE CONSTRUCTION SITE A VISUAL WALK THROUGH: THIS WILL CONSIST OF WALKING MAINTENANCE MANUALS CREATED SPECIFICALLY FOR THE PROJECT FROM o cc3,173,17 AUTOMATIC CONTROLLER UNIT AT INTERIM TIMES DURING THE CONSTRUCTION PROCESS TO ACCESS THROUGH THE ENTIRE IRRIGATION SYSTEM AND EXAMINING ALL THE OWNER AT THE BEGINNING OF THE MAINTENANCE PERIOD. 0 CONSTRUCTION PROGRESS REGARDING INSTALLATION OF IRRIGATION COMPONENTS OF THE SYSTEM WITHOUT TURNING ON ZONES. A A VERIFY ELECTRICAL POWER AT LOCATION OF AUTOMATIC CONTROLLER UNIT EQUIPMENT TO BE IN COMPLIANCE WITH THE DRAWINGS, DETAILS, PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES IN THE 2 AT THE END OF THE MAINTENANCE PERIOD AND PRIOR TO TURNING THE PRIOR TO INSTALLATION OF AUTOMATIC CONTROLLER UNIT. NOTIFY ARCHITECT SPECIFICATIONS AND SITE CONDITIONS. THE ARCHITECT WILL PREPARE A SITE CONSTRUCTION AND WORKMANSHIP OF THE IRRIGATION SYSTEM PROJECT OVER TO THE OWNER, THE CONTRACTOR SHALL DELIVER THE o 11� IMMEDIATELY IF POWER SOURCE IS NOT AVAILABLE. REPORT AFTER EACH VISIT NOTING PROGRESS OF INSTALLATION, VERBAL AS COMPARED TO THE CONSTRUCTION DRAWINGS, DETAILS, AND FOLLOWING TO THE OWNER COMMUNICATION WITH THE CONTRACTOR AND IDENTIFYING ANY FIELD N o SPECIFICATIONS B. HARDWIRE CONTROLLER TO THE ON/OFF SWITCH AND EXISTING POWER ADJUSTMENTS NECESSARY WHICH REQUIRE MODIFICATIONS TO THE DESIGNED a FIVE (5) POP-UP SPRAY HEADS WITH NOZZLES OF EACH TYPE USED, m ¢ SOURCE CONTROLLER SHALL NOT BE PLUGGED INTO SOCKET PROVIDED FOR IRRIGATION SYSTEM. A COPY OF THIS SITE REPORT WILL BE DELIVERED TO .2 OPERATIONAL WALK THROUGH: THIS WILL CONSIST OF WALKING FOR EVERY 100 POP-UP SPRAY HEADS INSTALLED ON THE PROJECT. w a o OTHER EQUIPMENT. BOTH THE OWNER AND THE CONTRACTOR THE CONTRACTOR IS THROUGH THE ENTIRE IRRIGATION SYSTEM OBSERVING EACH m m RESPONSIBLE TO IMMEDIATELY ADDRESS EACH ITEM ON THE SITE REPORT ZONE IN A FULLY OPERABLE CONDITION. VALVES MUST BE b FIVE (5) ROTOR HEADS WITH NOZZLES OF EACH TYPE USED, FOR ¢ C. INSTALL AUTOMATIC CONTROLLER UNIT WHERE SHOWN ON DRAWINGS PER BEFORE PROCEEDING WITH FURTHER CONSTRUCTION. z w¢ MANUFACTURERS SPECIFICATIONS CONTROLLER SHALL BE TESTED WITH ACTIVATED FROM THE EVERY 100 ROTORS INSTALLED ON THE PROJECT. - AUTOMATIC CONTROLLER UNIT (MANUAL BLEEDING OF INDIVIDUAL w w COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE C. PRESSURE TESTING THE PRESSURE SUPPLY LINE: AFTER BACKFILLING m rn ELECTRIC CONTROL VALVES WILL NOT BE ACCEPTABLE). A 3. ONCE THE CONTRACTOR HAS FULFILLED ALL MAINTENANCE AGREEMENT w RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION FLUSHING AND PRIOR TO THE INSTALLATION OF EACH ELECTRIC CONTROL > O PUNCH LIST WILL BE ESTABLISHED OF DEFICIENCIES IN THE OBLIGATIONS AN HAS PROVIDED THE ABOVE ITEMS TO THE OWNER, THE z Z AND TESTING PURPOSES. VALVE, ISOLATION BALL VALVE AND QUICK COUPLING VALVE THE IRRIGATION OPERATION OF EACH ZONE IN THE IRRIGATION SYSTEM MAINTENANCE PERIOD WILL END SEE SECTION 320533 LANDSCAPE z 3 SYSTEM SHALL BE PRESSURE TESTED. EVALUATING BUT NOT LIMITED TO HEAD SPACING, ROW SPACING MAINTENANCE, FOR MAINTENANCE RESPONSIBILITIES O v o 0 D. CONNECT ELECTRIC CONTROL VALVE WIRING TO CONTROLLER UNIT IN THE NOZZLE SIZING, CORRECT RADIUS OF THROW, CORRECT a SAME NUMERICAL SEQUENCE AS INDICATED ON THE DRAWINGS AND LABEL 1. PRESSURE TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE ¢ rn w STATIONING AS COMPARED TO THE CONSTRUCTION DRAWINGS, DO J WITHIN 1' OF THE TERMINAL STRIP. LABEL ALL SPARE WIRES AS SPARE'. ARCHITECT AND OWNER OR OWNERS REPRESENTATIVE UTILIZING THE DETAILS, AND SPECIFICATIONS END OF SECTION 328400 Ln p < zo FOLLOWING PROCEDURE w U a ONCE THE WALK THROUGH FOR SUBSTANTIAL COMPLETION HAS BEEN a w COMPLETED THE ARCHITECT WILL PROVIDE A COPY OF ALL PUNCH LIST ¢ ITEMS TO THE OWNER FOR REVIEW AND DISTRIBUTION TO THE CONTRACTOR IT IS THE CONTRACTORS RESPONSIBILITY TO REPAIR, 3 a REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH PRIOR TO REQUESTING w w Z o A FINAL WALK THROUGH. U z a o CSA 126 LANDSCAPE & IRRIGATION = of a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 11/14/2017 7 U o V ONOTE WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 /� - DATE w m D 9!0k C7j �� SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. eb�b� SHEET No. N > O z (� WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O ^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o senuuA °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH IS-5U a ENCROACHMENT PERMIT ANDORA ,�" 0 4 :, ,-,� 462 STEVENS AVENUE, STE. 107OPEN SPACE, BASIN, SIDEYARD AND SLOPE 1w0 wEEN E GRADING PERMIT HAS BEEN ISSUED. uNOATS BEFORE S. SOLANA BEACH, CA 92075-2042 z LANDSCAPE IMPROVEMENT PLANS - PHASE 2 > UYOU DIG s�mm,.. 619-294-8484 0 &""°' °°""'/'am" FAX 619-574-0626 SPRING MI TROAD.ION STOCKYARD TIO AND SPRING STREET o z O IDe priwtelmdscnpe archAecl a9qnkg @ese plmsisr onsibk for assuring s gI2BA7 IRRIGATION SPECIFICATIONS 41 OF 70 SHT ¢ U TOLL FREE I-600-227-2600 Ihemourocymdousptobilityol Nedesgn heron. In Neemla(dissrepmoes �� me �� LANDSCAPE c d A PUBLIC SERVICE BY orisng aNauunlyapprovdmdumgunheWn,Ihepdotelmduapemtr,ited KARK BY DATE wo DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d ¢ d UNDERGROUND SERVICE ALERT shollbdbythesNeladetaminkgmoccWloblesolutionandrensingthenone for TENBp6 COUNTY CERT LA0 . 3781 , EXP i l 2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963-PY — o radb the aunt . ENCKM a �i (1 ST M DRAIN R CIVIL DWGS a 0 d FIRE VDRANT R CIVIL D Q R LINE PER C IL W N < � z a " 0 \ 3 D R OF WAV. P. q T W Z r C B & G U O Q D PE CIVIL W R ¢ p IN : N z so N. OVN AIN O -� w Q o < < m AD o 4 : } J z z _ Q m� w � W t � pp rr _ H_ 1D Q . . L ./ COQ P6-1 !- � -`�- Z ry� .� ' SEE WALL AND FENCE 11111100000 Z a >k - c pFtK LOT 37 PANS FOR TRACT 29598 - 7 D_ } LL] • ,n,_. r FOR PILASTERS, WALLS Q _ __ ® ,M11 H-Z AND FENCES, TYP. LIEJ NOW V) Ir/1` U 3 Z H-3 PT-1 PT-2 PT-3 �J / ' . J Q 1 + Z J aOf w LOT 38LOT 1 J - - U NOn Z U Of Z z J O /1 / > U Z Y oa U � Q 0 -• -- LOT 36 a � ' - - ----- I a Q a LOT 2 Approved Electronically As a TIFF Mylars do not Exist HARDSCAPE LEGEND SYMBOL DESCRIPTION 6" MOWCURB, INSTALL PER DETAIL H-004 DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 z 6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS O m M > N O SN 0' 10' 20' 60' 60' 80' o GENERAL NOTES: W1. SEE SHEETS PDA THROUGH PD-3 FOR STREET IMPROVEMENT PLANTING LEGEND, NOTES& DETAILS. SEE SHEET$ P$-1 THROUGH PSL FOR O PLANTING SPECIFICATION$. a L18 0 N ; z KEY MAP L-19 a oa .. , � �� L-20� -16 L��_' W < w ,�L-14 -= > o - L-0 z z3 1 oV 00 H CE Q Z U O O ---._ W L-10 as w Q L-09 w w w �L-04 L-05 L Z Z o L-07T L-0 z a o CSA 126 "" _ '1' : LANDSCAPE & IRRIGATION _ - - -- _ oo a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� _ 11/1q/2017 ` c� z o D /�,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / OATS - � w o m // �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o z Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O < SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH L-01 d v w w DIAL NG ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462ANA BESTEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE W DAO wEFOIRE GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 _ O N BEFORE ,. OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 U > O YOU DIG YOU DID s�mm,.. 619-294-8484 0 k" l °"" FAX 619-574-0626 SPRING MGl1MA1N RCY1D. STOCKYARD ROAD AND SPRING SIREEf o z O Is pnwtelmdmope archAecl egg these plmsis r7onsible for assuring 's,, 9/28/17 PLANTING PLAN 420E 70 SHT n ¢ U TOLL FREE I-600-227-2600 the ocamcymdausptabilityol tthhe desgn hmron. ln eemla(disaepmsies oae LANDSCAPE c D_ < A PUBLIC SERVICE BY orishgaNs munlyapprod mdumgcanstNdbn,Iheprimtelmdscapemrhited NARK BY DATE W .. DATE tf OF CAIYFDF ARCHITECTS SCALE: FOR: W.O. COUNTY BE Q 8_ UNDERGROUND SERVICE ALERT shall be respmsosunty taminngm accWlohle solulim and reusing the plans for EN[7� TENONS COUNTY CERT NO . 3781 , EXP 1l 2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963—YY — o rodb the caul . &L�7'W- 7 Own- Own An � � �',. 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' . �V/,�j �W] 'W� [A/A1�.A } q< a rrran`r'.n�r'" a� Rj�rw �wm^a4a"4 :• V'� ' •- r �rII ��rAry�y.• . e a a .w, �fYRj��1'VV�L� W �l.� � • • A.A A r r r r�'"n� a •/�i�,47:�1•.1/,lei--iri +�'�'-.,C x1'�ri � \ °� EXISTING CAPE • � MAJNTAINED S SA 126 • • ■ _I� e� . 9 � Arm ` .s � � � s _ _ ti�.•s. ayz�:- F � -04 • �- .1 .amm .a+4o.r•� a�.._vv - ..:v'a.' i.r, vmo'.. ___ .r'...vu.,:.,. •j, ,�� - `�,� -�ur..•a �s .. .a��c.�•.�-. - _�.r.•=�—�itirr.�-�'�r�ir � _ =- ,3. i fe0`�� :Sl�/ai',1 1 `� - • . 126 r r�c - LANDSCAPE & PRIG I • . • - • • • • ' • I • ' • ' CONTAINED _° PREPARED •• P.P.• . may'• .-a. SHALL NOT COMMENCE UNTIL AN MINI= COUNTY OF HIVEHEIDE - SPHING MOUNT&tV ENCROACHMENT PERMIT ANDeR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN I SUED. re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 TOIL FREE 1-800-227-2600 1 M� 619-294-8484 SPRING MOUNTAIN ROAD, STOI RCAD AND SPRING STREET w MA FAX 619-574-0626 PLANTING PLAN m1i IN W1110'.11,1m, A PUBLIC SERVICE BY P1110 I MHIM � UNDERGROUND SERVICE ALERT 1011,11" it it CERT NO . 3781 , • • • 1 _ .0 .Iria.0,006�Vv� �OY00 a'p00®0000 �. •� +. 'r• S • �!®� A000000®9i0.Ow00C000.�d ,I_ - / MillIllillF /. _.. _ _ _ • �., h s-.c '�Ei@'QQO0:0.�'Q0�00:0 O:G.@000.0O00R1 AIR 8 DEWALK PER CIVIL CURB & GUTTER PER CIVIL DWG& L SANITARY SEWER UNE PER CIVIL DWi STORM DRAIN PER CIVIL DWGS. RIGHT OF WAY, TYP. : � �.v.�■� ®®®®�®i®�®®a®��i®iii®__ � ��... _ �-��►® _ � qui®��®ems ®®� 1 . - . _ i3i� . • • • • . . 11 • • LOT 12 LOT • SEE WALL AND FENCE PLANS FOR TRACT 29598 FOR PILASTERS WALLS AND FENCES, TYR LIMIT OF WORK M most mi ii ii OF rrrr.. Arm' •�`�+�•.�I. 6 ate_ - yam ."-, v .��iw��.i.:c ..�i�u•�%�.c6•v..•�..o.�...tm ►r.�1liwyw`Vi�•� • :.'r�A�Vav milli v�rrrscaa�a - .a...•w�a aF+a•yerw.azv��-� ��...�iaoiu�,�Vat��O��$tl'O�'.�ia.A.aa" 3ra�rd.aa.aaaara�'�n�a'�iNPAio.� ��.r�iiT a�� .r ..G'•vv "t -��• �-.vim.rb ow It i'raL.Y�.YU�11`�Y��l• ".fiY" - 'Y!'�'!•.tiwS.I_}•T" �W. ►'w,- �'-�••��v� ,-, a. . 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'� vv °ao i..a .r�+' ' �� .rr r�.^o� •'/�•V• x� �c . � �s � r rs- i • r' aLl w ,� rr - ik�:�,. . .'oiw"r 'r y�A .. v , F oyi p a w ji- e t x e iw w �. a '� �._, .• r.r-a;•��• - �_ - - - • • • r�-.<ar �--aar=aw-ate '.. ., - =mai .rte. -._�•s¢ �.a�s:,=��. . _��._��nh'�" fi� _ �� _ � �> n.fir'°-'.,•v_�<��:'aerf ._�. w e - , - __ _a M. �-�� s - `.�o.� _ _ _ � �SS-�� aa�a� - � ��: eO • CSA 126 I1 LANDSCAPE & IRRIGATION lit X DACE ; 050171 , 050172, 050173 COUNTY OF HIFER V SHALL NOT COMMENCE UNTIL AN RA ENCROACHMENT PERMIT AND OR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN �,.SUED. wx re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 M1 619-294-8484 SPRING MOLINJAN RGAD. STOCKYARD ROAD AND SPRING STREET FAX 619-574-0626 PLANTING PLAN LANDSCAPE ii SERICEBY , DATE: a LOT 74 H-2 8 a a > c ' < , a ' LOT 72 LOT 73 0 0 �� °kL L HARDSCAPE LEGEND SYMBOL DESCRIPTION W o 6" MOWCURB, INSTALL PER DETAIL H-004 Q SIDEWALK PER CIVIL DWG& L 0 -a" � DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 Z w Q CID N CURB & GUTIFER SIGHT DISTANCE UNE, TVP. I 6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS PER CIVIL DWOS Z z •O v w � �0 GENERAL NOTES: Q W W m N �. ^ A 1. SEE SHEETS PD-1 THROUGH PD-3 FOR STREET IMPROVEMENT PLANTING O Q Z ' !/�I-Y LEGEND, NOTES &DETAILS. SEE SHEETS PS-1 THROUGH P55 FOR J O } JT 2� PLANTING SPECIFICATIONS. w u T a ; � STS � Qz 2 HE o < W W �(/��• Q J Z H T FIRE HYDRANT PER CIVIL C1WGS s NLOT 20 y�F K Z O oZ O U Z / U w Q SANITARY SEWER PER CML DWGS POTABLE WATER LINE PER CIVIL DWGS STORM DRAIN PER CML DWGS. RIGHT OF WAV, TYP. I Q U Z ' LOT 19 D_ U LOT 18 Approved Electronically ' LOT 15 LOT 16 LOT 17 As a TIFF Mylars do not 0 ' Exist R W �I s + � 2 1 WUJI ' 0 ''/^� T r WORK M A"R (ON 1 IT OF WORK SEE WALL AND FENCE T��1-r OF PLANS FOR TRACT 29598 \ L1"' a 0' 10' 20' 40' 60' 80' > FOR PILASTERS, WADSso oyqq rn 0 �q AND FENCES, TYP. 6 O WCf wz 000 . x , . KEY MAP L-1s Y �00Y 6 Q Q L-1 Q N a 2 .' T L-20 -16 L-15 w _ -- - Of -- _ =_ �L-14 z z r MENL-01 - Z 30 - - - oo � > Q W M } PS 1 W L-10 Q EXISTING S GBROOK EXISTING NCREIE I CAD GRAVEL ACCESS V-DITCH / _ r L-09 C z �L-04 L-05 L Z z z L-0 L-0 z a o CSA 126 "" _ LANDSCAPE & IRRIGATION _ - - -- = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 11/14/2017 ` O z o D /�,F ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / GATE - Lo w o0 m // �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o Z // Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 o V) Of ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enu uaPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH L-05 d U 1 a � DIAL ENCROACHMENT PERMIT AND/ORA ,�" o � :, ,-,� 462STEVENSAVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J EFORE Two WORKING GRADING PERMIT HAS BEEN ISSUED. u N BEFORE DAIS BEFORE S. SOLANA BEACH, CA 92075-2042 x � , LANDSCAPE IMPROVEMENT PLANS - PHASE 2 O > 0 YOU DIG You DIG same 1 - 619-294-8484 0 &""°' °°""'/'a'01 �n FAX 619-574-0626 SPRING MCl1MA1N RCWD, STOCKYARD ROAD AND SPRING STREET z O IDe priwlelmdscnpe archAecld nnglhese plmsisr onsibk for assuring 's,, 9/28/17 PLANTING PLAN 46OF70 SHT Q CCU TOLL FREE I-600-227-2600 the ocamcymd ausptobilityol Neddphemn. In Ne emlafdissreprdes Y oa. LANDSCAPE c d < A PUBLIC SERVICE BY arisngaNe mntyapprod mdurngcanshcWn,thepnotelmduapemrhiled NARK BY DALE m".. DAIS tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d Q d UNDERGROUND SERVICE ALERT shall be respmsNelardeterminngm occWlahle solution and reusing the plans for &N9pS COJNIY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOBS coasuL, INC. FILE NO. 963-YY — o rodb thecmnl . ENCKHR a a a a , a w N >_ N H O si6HT DIS CE LINE, TYP.... .. HARDSCAPE LEGEND �X SYMBOL DESCRIPTION w n Z - 6" MOWCURB, INSTALL PER DETAIL H-004 0 w � ¢ DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 o 6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS L. * H-2 CURB 8 GUTTER } ED * ,O ' PER CIVIL DWGS SIDEWALK PER CIVIL DWGS GENERAL NOTES: \ : R 1. SEE SHEETS PDA THROUGH PD$ FOR STREET IMPROVEMENT PLANTING LEGEND, NOTES 8 DETAILS. SEE SHEETS PS-1 THROUGH PSL FOR Re 0 �� \ O PLANTING SPECIFICATIONS. w LOT 21 NwQz y o CLOf w U � D_ } a z o O 4fOp v 3 z \ w w � F E HYDRANT PER W J Q of ` h o o sy LOT N Of Z z > OU Z ITARY SEWER PER CML OWES. O O Z / POTABLE WATER UNE PER CL OWES. 00 `�S MLOT 23 RIGHT OF WAY, TYP. W Il of CL Q SEE WALL AND FENCE LOT 24 CL Of Q d PLANE FOR TRACT 29598 FOR PILASTERS, WALLSS AND FENCES TVP. I� Approved Electronically LOT 25 As a TIFF J Mylars do not '� uMir LOT 26 Exist j�l -j'+ + OF yy�RK W ` v CID Lu CID Luz o lift ah Am > u�i LIM' O D' 10' 20' 40' 60' 80' o � ► � � �p Z Z L 5$845•CSx h Z � �•�•a vy�?�vf`S��V`?F�3 KEY MAP L- in w a Q - X16 L- 5 Z w -14 w < � H \ `EX SPRINGBROOK EXISTING NCRETE Z Z WASH VEL ACCESS V-0DCH H-3 PS-1 PT-1 PT-2 PT-3 3 z � _ O N 0O Of Q T w b CO J Q Z U O w U C_ Z w a w I -10 a L-09 z o 43_ L-04 �L-05 L L-07 L-0 z a o CSA 126 - : LANDSCAPE & IRRIGATION - = NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0.{�/� _ 11/14/2017 c� z o D Q III��nnIl llnn��III WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / GATE - w 0 m ?SO � II NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A29598, -1 . - I.E. No. 1P.P. No. SHEET No. N > O z ILII WORK CONTAINED WITHIN THESE PLANS 00 CAPE CIVIL IP# 050171 , 050172, 050173 �+ O < ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN Ao e enu uooe °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH L-06 d Y N ~ Two woRRINc ENCROACHMENT PERMIT AND/pR A ,�" o �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w a DIAL GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 N BEFORE DAYS BEFORE s _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N w w Siy,m,.. 619-294-8484 0 > 0 YOU DI You plc a�.ol Me M17 �� SPRING MOUNTAIN ROAD, STOCKYARD ROAD AND SPRING SIREEf o z O H IDe priwlelmdsnpe archAecl dgnkg then plmsis re.�onsibk for assuring FAX 619-574-0626 470E 70 SH T n Q (r O TOLL FREE I-800-227-2600 the ocmmc mdas tabilitoft edeanhemn. In Neemlafdu des N' 9/28A7 PLANTING PLAN J d Q Y W Y 9 epm �� axe ?� LANDSCAPE a a [C APUBLIC SERVICE BY shall be detdordamg eccepible WWIthepI mdrefi ape md,ited MARK BY DALE AM. DATE Af OF TF�Q ARCHITECTS SCALE' FOR: W.O. COUNTY d Q d UNDERGROUND SERVICE ALERT shallbe rby the efa detaminngm occWloNe solution and reusing the plans for ENGEER BN9B8 COUNTY CAL CERT NO . 3781 , EXP 11 2017 DATE: H� V: NB NONE COASTAL, INC. FILE NO. 963—YY o radb the caul . � ' a > N n z 1 CURB & GUTTER PER CIVIL DWGS I I Q SIDEWALK PER CIVIL DWGS n I - Z POTABLE WATER ME PER CML OWES co n N Q W ¢ C ~ r o N N JLOT 27 SANITARY SEWER PER CML DWGS Z w LOT 28 N } W LOT 29 FIRE HYDRANT PER CIVIL DWGS zz r LOT 30 WAY TYP a W LOT 31 00 ¢ A W H Do W o O G ¢ z w 0i 0 CID LOT 32 J a LOT 33 r �- o U- LOT 34 w LOT 35 _ as = ♦ ♦ � W QD ww s ♦ W 00 LL CID 0 Of z > OU Z r -. t'' - ♦ ♦�pR' ` _ SEE WALL AND FENCE OY ¢ - - PLANS F OR CT 29598 FOR PLASTERS, WALLS w W N a AND FENCES TYP. Z W W • > U O H r _J � . � � � � J-►r F v .ws'116 _ Approved - - o Ift � _ Q EIAs a TIFF IY an - _ _ dm Mylars do not Exist PTA PT- PTS PS-1 -`+... H-3 k Z m EXISTING GRAVEL ACCESS DUSTING CONCRETE Of th WASH GRAVEL ACCESS V-DITCH > HARDSCAPE LEGEND R°"° O SYMBOL DESCRIPTION 0' 10' 20' 40' 60' 80' w O 6" MOWCURB, INSTALL PER DETAIL H-004 O DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 z o6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS L_'I,g L—18 L-1 0vv z KEY MAP w � ., .y < GENERAL NOTES: L 20" -16 L Q W 1. SEE SHEETS PD-1 THROUGH PD-3 FOR STREET IMPROVEMENT PLANTING / L-14 - a Of Z LEGEND, NOTES &DETAILS. SEE SHEETS PS-1 THROUGH PS-5 FOR W PLANTING SPECIFICATIONS. Z Z 3 O N 00 F- b DO J ¢ Z U O S U CL. w L10 ¢ L-09 w w lL-0L-0 4 L-05 L Z Z o 7 L-0 z a o CSA 126 '1' : LANDSCAPE & IRRIGATION _ - - -- = o a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� _ 11/1q/2017 ` c� z o D /�,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / OATS - w o mo WITHIN NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o Z Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH L�07 a U w w DIAL � ENCROACHMENT PERMIT AND/ORA ,�" o '& %. Y� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SDEYARD AND SLOPE J Two WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 _ O N BEFORE ,. OATS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 N > 0 YOU DIG YOU DIG s�mm,.. 619-294-8484 0 &""°' °°""'/'am" �n FAX 619-574-0626 SPRING MGl1MA1N R(AAD, STOCKYARD ROAD AND SPRING STREET o z O i= IDe priwlelmdscnpe archAecl signkg these plmsis re�onsibk for assuring s,, 9/28/17 �' PLANTING PLAN 480F70 SHT n ¢ 0_ U TOLL FREE I-800-227-2600 the ocmmcymdousptobilityol edesgn heron. In eemtofdisaepoodes ox. LANDSCAPE c Q_ < A PUBLIC SERVICE BY arisngaNauuntyapprovdmdumgu heWn,Ihepdotelmduapemrhited NARK BY DATE A".. DATE tE OF CAL ARCHITECTS ARCHITECTS SCALE: FOR: W.O. COUNTY d 4 d UNDERGROUND SERVICE ALERT shop be respmsNe lar determinkg m occWtohlesoldon and redsing the plans for ENN� ITNBB6 COUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOBP coasuL, INC. FILE LA0. 963-YY — o rowlb the uunl . 1 . is ®'®I �►�_�:��%�� `moo '► o �, ;'� V7 �_ a o•" I a sr�ti h • ��y ►�i.1►ice i i �`'✓� it x% ��. •. i - i 0 I o� v R�� i �;� • �` F SIDEWALK PER CIVIL DWI SANITARY SEWER PER CIVIL DWGS, oil 1 v� VVV �.'��►� Y fa ' i LIMIT OF e 1 � •u . �� . . �/�� nss - - _ ��.�_�•- - .tee•-��'. �-'- ^vw .wsvw��s. iv : �fpyez�� --�� - , , . ..1nj[ �� ■ �,.X{♦►�i�2 3. y�g� -_. _ °. �aYl�� ,� • �K.A �'�i. w�.+��c•�zw��.:� ►.wi►:v _-.r•�w iv�r ��al .Fi'�•1TlT��f'." 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AW 0 000 { in ♦ • ee. li • CSA 126 '• w I AP3'p 1 �' lit IT , X DICE ; TRACT - . P.P. CIVIL IP# 050171 , 050172, 050173 SHALL NOT COMMENCE UNTIL AN mm� m� COUNTY OF HIVERSIDE - SPHING MOUNTAIN TA 7CH ENCROACHMENT PERMIT AND�DR A GRADING PERMIT HAS BEEN I SUED. m � m� wx re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 mm� m� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE mm� m� 619-294-8484 SPRING MOMAN RGAD. STOCKYARD ROAD AND SPRING STRE�J LANDSIZAPE 26 PLANTING PLAN �� nAl FAX � ' A PUBLIC ARCHITECTS , UNDERGROUND SERVICE kERT CERT • . DATE: • • � �. T'T i[i'112T{��illl�{`:•a�.t.•l,:_►�1:J.��.. - _ 1, ::: ��' � ,.,.:..II® i+' I�.1� © T ~ I2T{ is © © �fi {�i{AT{ EWA ©:o �© �Tye , �'.•+ R1 FgF7l'i II cry; • V. `[�II�A ��*{�.it�'�.ri��.,� �,,.��,�a'3Trrr .�� ;nIIItln11nor�n1��e,�<e.ae1Ia�'�Y'1 AiAVIVMIAMI mo ' 4��r:•:TLail * Gl �10 � il T/ { Mi / © T{ { • Loop I 1 • . • © •0.T{ - � :• i. 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VVV�, 0!if <�r� j2sW��E��IlI� �II��Ejjj!9r'i'c,�I��i. byM V� � , r ISI �� '. � �� •- �::•.. !'• '�y8 � ��i©l• IrT2{i�iT Ti�Tm+T Ir� i 100011I OR, r,dWA%%%0fJA3 41 INA in JIM � ■ 1 �k1 � W �•Vii/.iiii►1'V�ViV�Vi'v' vy �� • _ f \` �" ® •. . ?5k � ,3:- © A �V • ri . . `, i::, c� yah • ' e%� `GYM,. .;.•� � �T _ 'r►y:71 ? � c wP1\'e:�7L7rs"_.-,,!^'_�1��.+��w.w! .�►i� �� ` ' + �cT{_v'� � ,'i i IC•�i.•' . ; 4fyiA 1• �yy � - • � •- ■ VA �' Ij 'li T,•o.�._�n► T{�:A�wJy �►AVI��AV y {•/ � � � i � fa V� {�T�+7 .-- ��,Yw��r ,- �w ►v May • -�`_"` _ �.wv� At,{ �T{� �Tl�•��x�._ ' �V=MVV �t11� M �• � =' 0 \MalII � y • , y 1`.�,.A:`' :-- ill*+�r(1y�F��i� _ vv�l!Y►-� � �t►� ,� - i • E .e of : :� �� . •� ■ l ► ♦ r 1 [[ ��►� ►� a►i svl-M�;rV� 01►4j�•�O• r Pw.iLyw� DJ �r�e� y . .r•■•�•' �II� ® y y T WO I • . ►1�•�• y�r\.p�.io u•: .•. a Z•r.,.�LT. . —� . ... a ..• . lir 1. .A� _�-- E - ��T_ - A III •V w Vw • ®® ��®'�,�i ��i Ce�• ®�■� ��•�� / '%', r`w� yawn �- :'�"r+P pop MEN lkk CSA 126 { i � I � i a` ` - ' _CCS -{1{{p{ �• DACE ; TRACT SHALL NOT COMMENCE UNTIL AN COUNTY OF HIVERSIDE - SPHING MOUNT&i IRAN7 ENCROACHMENT PERMIT AND�OR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN I SUED. re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 �� CIVIL IP# 050171 , 050172, 050171 619-294-8484 SPRING MOMAN RGAD. STOCKYARD ROAD AND SPRING STREETM FAX 619-574-0626 - mi m' 'WON, m'A PUBLIC SERVICE BY �0� � , UNDERGROUND SERVICE M-ERT %villillilliallm • DATE: ' DIN toId " ma. �� .�� l•Jlo/N� �_ _0G.• p/ o OjR;. ��IIIIIIII � •A MEN OA 10, w iIFSIGI-rr DISTANCE LINE TYP. PER CIVIL DWGSL SIDEWALK PER CIVIL DVVGI • ® LOT • • �■ ��fl•,.�� i , LOT 70 FIRE HYDRANT PER CML DWGS4 RIGHT OF WAY, TYR_ POTABLE WATER LINE PER CIVIL D�W% LOT 71 OIL WE - 1 � I�IIIII ��s:11/ � I .HII - �� yR��r�T • • _ • _��I I, III � Ih\ . _ rTy I��e•'�►�� i�fir+ ��.Tci -- . OUR ,t CSA 126 • • 1 • " • • . • NOTE _ 170025 P.P. NoWORK CONTAINED WITHIN THESE PLANS CIVIL IP# 050171 , 050172, 050173 COUNTY OF RIVERSIDE - SPRING MOUNTAIN 11-7 SHALL NOT COMMENCE UNTIL AN 462 STEVENS AVENUE, STE. 107 RANCH ENCROACHMENT PERMIT ANDeR A OPEN SPACE, BASIN, SIDEYARD AND SLOPE GRADING PERMIT HAS BEEN I SUED. re SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS — PHASE 2 A PUBLIC SERVICE BY mi II'll"J."Ill p'llill - -_ TOLL FREE w M PLANTING PLAN 619-294-8484 SPRING IvIOJNTAN RCAD. STOCKYARD ROAD AND SPRING STREETFAX 619-574-0626ARCHITECTS�m� � Ill I CERT NO . 3781 , . DATE: 1 a a a a w N >_ N < O H � Z 0. FIRE HYDRANT PER CIVIL DWGS. w — ~ POTABLE WATER LINE PER CML EAWGS. �w n CURB & GUTTER Z G , PER CIVIL DWGS. SIDEWALK PER CIVIL DWGS W r ¢ ♦O O ` , : SANITARY SEWER PER CIVIL OWES, LOT 18 <iy��♦ O o RIGHT OF WAY, TTP. 0 TO 0 Q PS-1 LLDDo zz ♦ 1 0 0 .. r a U W O N to DO !n PT.1 PT-2 PT-3 J G Z a LOT 19 H-2 h o N H ¢ Z , ; w EE O W < Lu D_ Q H-a ` � � OO � Lu QD (D (A 00 W Zoz > U Z UO Z U ~ Q SIGHT DISTANCE LINE, TYR � ' TLJ o00 LOT 20 LOT 60 PSEE WALL LANS FOR TRACT 6688 = Of FOR PILASTERS, WALLS U D_ CL Q AND FENCES, TYP. a ' Q Approved LOT 61 Q Electronically - __ `MST OFO As a TIFF MVV Mylars do not o Exist T - - LI.. o ® BAR ROap LOT 62 LOT 59 Q > O C 0' 10, 20' 40' 60' 60, R Of o / z It UJ 0 o KEY MAP L-19 L-18 V ¢ w HARDSCAPE LEGEND Q _� �" ¢ 0 -16 ^ SYMBOL DESCRIPTION L-20� L / w < 6" MOVVCURB, INSTALL PER DETAIL H-004 / L-14 _+ DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 L-01; . z z o o 6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS - UOf F b m z GENERAL NOTES: W 0_ W 1. SEE SHEETS PD-1 THROUGH PD3 FOR STREET IMPROVEMENT PLANTING L-10 ¢ LEGEND, NOTES& DETAILS. SEE SHEETS PS-1 THROUGH PSS FOR — - — - I PLANTING SPECIFICATIONS. 3 w Z o _ L-04 L-05 L L-0 z Z o CSA 126 '" 17 L-0 LANDSCAPE & IRRIGATION _ - - -- = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /� _ 11/14/2017 ` c� z o D ,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / GATE - � w o m // �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o z Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 SHALL NOT COMMENCE UNTIL AN �o s enuuAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH L-11 d U 1' a DIAL ENCROACHMENT PERMIT AND/OR A ,�" o & :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J TWO WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 N _ N BEFORE ,. DAYS BEFORE z LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N > rou DIG YOU DIG s�mm,.. - 619-294-8484 0 me Nwtelmdscn archAects nk these msisr onsibk for assurin &Aeo1 °°r` "/gym" FAX 619-574-0626 SPRING MOUNTAIN ROAD. STOCKYARD ROAD AND SPRING STREE[ p z o A ce egg M g 's slzaln PLANTING PLAN 520F70 SHIT n ¢ CCU TOLL FREE I-600-227-2600 the ocamcymdausptobilityol edesgnhmmn. ln eemtofdisurepoodes �� Dote �� LANDSCAPE c Q_ AOR SERVICE BY onargaNs uuntyapprod mdurngcanstruclkn,thepriwtelmduapemrhited BARK BY DATE A".. DATE tf OE CAITFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d ¢ (L UNOERGAOUND SERVICE ALERT shall be respmsNe tar determinkgm occWlahle solution and reusing the plans for TENNB6 BOUNTY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963-YY — o rodb thecaunl . ENCINEER • + - T IN Emil mew „ �1 ;;!' � .'" � i�fi ��Il�� `� Ili � ©W''� © :• SIL �� vlaT acc 1100 LOT 79 � - 1 • il mill CURB III GUTTER I ila Vl ��i COs �© 1 (- i� 1■ �. PERCIVILDWGS. WEIMP 51 \� • h�� © 9 All -� •♦• �'� I • . �.'■� .SLS':, £' • � i � � �F ®®® CONCRETE V DITCH AND a ISPILLWAY, SEE CIVIL PLANS ;v All MAIN ill.■L I� ■ DVVGS. % ; iiL:`.� ��\• �. ® • 1 • . 1 .1 :1 5 STORM DRAIN PER CIVIL DVVGS. till 0. LOT 77 • IN Ml � i i� I��!• I A. 110 �aar)�1► . •- LIMIT OF WORK- 0 L oA �►� �OrFO� � •*\ .. Cil , •IIS 1 '• �l'- ° a-:h�i .i. k. .k.k..III e�sLLS"zx5 , z`==' ¢ e4 r -r� — m AA - __ _ !iii INN ii - � AMC _ a . • ' SUM AMC ! A li Am � o 000 17 A • la �� 1 DICE ; PREPAREDWORK CONTAINED WITHIN THESE PLANS CIVIL IP# 050.171 , 050172, 050173 COUNTY OF. - . IMPROVEMENTLANDSCAPE SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDPR A 462 STEVENS AVENUE, STE. 107 OPEN SPACE, - ��GRADING PERMIT HAS BEEN I SUED. ro SOLANA BEACH, CA 92075-2042 TOLL FREE �� PLANTING PLAN A PUBLIC SERVICE BY Mil 1J.'111 mum,I'M �0� � ® • , ■ . �i r ` irl r-� s• Law, pr wipwrjki11wl oiiiiiii 71U �� y 91-�'00� VOh �� I��e/ iiiiiiiii� �%I��II�1II��II�rA��,p� • v o ••.ip' �� ( 11 �� — _ - 1' � w0��•/i• A_ �Ear..�.t�YrTi' ' '' "''�'`�t' +tet��®• �N ° � IF© n+•� i��i\ice � Ana �/ \'I�� L. • i Y� i1�i1fJ .. �►�1�1TIM i�%��a.�c O - �f1+ i i�T� RTfiR� I�'�T1:...n7ri71•� •sem . s• . ��;p'®' ��, • /,� • �� •III S T vYlfi�A'ii�iyykiV'iiVfkafi� c eu3 m .�:ay �� V/,1�� rl�x OVA ^. � Wa• . Fes► • —�_�— IIS� 11 r� I��®��- _ �'� � r`, � two ®— .�� [��►� ��®III mam • ZIIh1 I ar -- 9•l�iv'Ai � � � � n. - 1��3; ' "��I ® ►��111 ��, V '�r��'rr Ate, .. � 11.; �III 1� � ��• — � � �ay� �iv�r " vVW- ON.� ' __ �: �' 1'111 ��t►.• � • . �, � l�b.��l�' i •A��I �• ��,�d's�� .. Iii- . '� . � w■ "� OY17 fy� �1i1 . • - ii ��® • � Syyv `�a�0_Aeasek�oik�,l, �� ' !•1 t��i, • �tD9 " V r • i �r c� � � /%.�� -., w!� ei ,/< �: �o oOYY�-' a•sem 77 OL • • • • • 110n ! INI ' • DIG E SHALL NOT COMMENCE UNTIL AN _ _ __ COUNTY OF HIVERSIDE - _ 170025 P.P. No ENCROACHMENT PERMIT AND OR A 462 STEVENS AVENUE, STE. 107 GRADING PERMIT HAS BEEN �,.SUED. re SOLANA BEACH, CA 92075-2042 OPEN SPACE, BASIN, SIDEYARD AND SLOPE 619-294-8484 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 SPRING MOMAN RGAD. STOCKYARD ROAD AND SPRING STREET FAX 619-574-0626 PLAKI PLAN IOLL AUNDSCAPE �� mil 100,51 willm �1�� , • • . I � ►, n a' ,� �. s ,r �..J' ar��.ed4 Ate, i w. .� •!n . �r\an♦� is • a'iate.�.0<.i�..�i,��, ��. t�n�.��t�i��-��.i�n/�•�l1 �viir�3/t•/E,ja►��.Vf�'.��.�jti��/�'Y�fjidI'AS*-9TN�.A��'1a.rqY•iF�.!'�/y��,f►'�/I�s,�' II./�i�f`��9wIL%/%:A'VmoDiB✓�l/�/0�%►1e��+'�/+I'/',/�<!+'s+♦i/�l;y�r /wIwIIy'I►E/��W, V ✓y �Q.;�A►i";. ♦ \`W':1`\1mW��r`©1W 1�W��►r_�;,r�I\.\•.i+�•.i.��`.\\s•.Zrr\Me\.r`Lp.�i `�'��`��r�•/ 7 .� 4; Q*A /�.� I% !+ ✓.ii°'I v/// �f�!.� ` \ ��EI � ♦i i� 7- I:I `Fv� *.. _� ��:w��ile'��tf'-v � �J�/ �✓��A►o,.^/ Iw ..�% \II��1 \� `\+��"'.�v / •� s. a ice•• -�'�'I`; r ri. �oc�/ Yi Iiia �.�I ✓/° . ! 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Lure SOLANA BEACH, CA 92075-2042 LANDSCAPE IMPROVEMENT PLANS - PHASE 2 •,• RCAD AND SPRING STREEI TOLL FREE �� PLANTIN A PUBLIC SERVICE BY �0� � i l itCERT NO . 3781 , • DATE: • _ z a � � • ' • M M M UMf( 6FWpR CD - � • � J Z n LI W Z Lu fn N �Z w a Q U) Q SEE LOT 983 - OPENSPACE tr ? — �'T"�—`s'•-- �—� STOCKYARD ROAD Lu p MILM L _ • IPRRIGATION LANS FOR ui PROV Q • • THI vJ DO N ` � Z Z , w Z Up m c UO 2 ♦ :_, U d } PS-1 J Q Q Z O U 3 CONCRETE DRAINAGE H-a SWALE EXISTING) Z pC EL �y _ 0W 0 2f Z z > o o U Z / Y Q PT-1 PT-2 PT-3 w N d / EXISTIN E1- S Q LANDS C OTECT IN U 0 W PLACE , (L Q /Q Q a /Iv Approved Electronically As a TIFF Mylars do not Exist SEE WALL AND FENCE PLANS FOR TRACT 28588 FOR PILASTERS, WALLS AND FENCES TYP. HARDSCAPE LEGEND MATCN� ♦ ' LOT 102 ZO SYMBOL DESCRIPTION •F sw , : 6" MOWCURB, INSTALL PER DETAIL H-004 > S P4 DECOMPOSED C DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 z 0' 10' 20' 40' 80' 90' 20 6m THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS i 4 O GENERAL NOTES: KEY MAP L-19 I L-18 In ? Z 1. SEE SHEETS PD-1 THROUGH PD-S FOR STREET IMPROVEMENT PLANTING L-1 7.` W Q LEGEND, NOTES &DETAILS. SEE SHEETS PS-1 THROUGH PS5 FOR a l Q Q PLANTING SPECIFICATIONS. o L-20' -16 N LL L-14 ED H O — _ Z 3 L-01 . O v 00 1- N Q N J > C ED ED U O W L-10 Q g L-09 w w 10- 4L-05 L-0Z U0 L-0 17 z a o CSA 126 _ '1' : LANDSCAPE & IRRIGATION _ - - -- _ oo a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� _ 11/1q/2017 ` c- z o D ,F II ..y� L��' O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' / DATE - JJ o m // mo FOR NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > O Z // Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O Of ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enuuaPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH L-19 d v \` w w DIAL � ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462STEVENS BES AVENUE, STE 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE W Two woRRlxc GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 �G _ N BEFORE :. DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 U > v rou DIG YOU DIG s�mm.. 619-294-8484 0 me Nwtelmdscn archAecl si nn these msisr onsibk for assurin &neo14°e 11 gym" FAX 619-574-0626 SPRING MGt1MA1N ROAD, STOCKYARD ROAD AND SPRING STREET p z o A ce g PI B 's 9/2 /1 PLANTING PLAN 60OF70 SHT n Q CCU TOLL FREE I-800-227-2600 the ocmmcymdausptab1lityol edesgn heron. In eemla(disaepmoes l7 ox/ �� LANDSCAPE c d < A PUBLIC SERVICE BY arisngaNe uanlyapMod mdamgmhelnn,lhepriwtelmduapemrhited NARK BY DATE APPA. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY d Q (L UNDERGROUND SERVICE AIERf ski be rby the etadeterminngm occWloxe solution and Tensing the plans for TEN8LINS CWN1Y CERT LA0 . 3781 , EXP i l 2017 DATE: H: V' KB NOME coasuL, INC. FILE N0. 963-YY — o radb the aunt . ENCHIM a HARDSCAPE LEGEND d SVVADOL DESCRIPTION Q > cNN 6" MOWCURB, INSTALL PER DETAIL H-004 o n DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 z a 6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS p Z n RIG WAV, TTP. LD s o GENERAL NOTES: to N Z SEE WALL AND FE IF+I wit Q 1. SEE SHEETS PD-1 THROUGH PD-8 FOR STREET IMPROVEMENT PLANTING PLANS FOR TRACT 29598 Q LEGEND, NOTES 8 DETAILS. SEE SHEETS PS-1 THROUGH PS-5 FOR FOR PILASTERS, WALLS p tr PLANTING SPECIFICATIONS. AND FENCES TYP. r ¢ p Of Q P W < CO N z ZZ Or 4T O W Q W H Of n U 00 " a > LOT 106 , r ZLOT 104 LOT 103 m p � o 3 w LOT 105 Q U SIGHT DISTANCE UNE TYR , N zRIGHT OF WAY, TYP.Of '^ < Q POTABLE WATER UNE PER CML D SANITARY SEWER PER CIVIL DWGS CL RECYCLED (WELD WATER LINE 1=` Vl W PER CML DWGS. �T 1 JJ Of z0 Z STORM DRAIN PER CML DWGS l^ > U Z V' O U R W Z > p Of Q_ ¢ _ rn Q Approved Electronically As a TIFF Mylars do not Exist vJ r-i PT-1 PT-2 PT-3 - - - U ® ' LIMIT OF WORK � I� F. OQ - _ SEE WALL AND FENCE W LOT 111 PLANS FOR TRACT LLS H > FOR PILASTERS. WALLS LIMIT OF WORK AND FENCES TTP. CUM G�p LOT 77 ■ p 0 PER FIRE HYDRANT PER CML DWGS SIDEWALK PER CIVIL DWGS Q o LOT 4.35 - - - - � � � � p z KEY MAP L-19 L 18 NZ F L-1 LT 110 M U: E SHEET L-21 �. .�� a ^ L-20' -16 L��' p Q Of 10' 20' 40' 6080' / L-14 z3 m N � DRQ Z z3 1 O O N U o m m J n ¢ Z -� 00 wU :5W O_ w L-10 09 w �L-04 L-05 L Z p L-0 i L-0 Z Z o CSA 126 LANDSCAPE & IRRIGATION _ - - -- = o a �nZ y� � NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /�.{�/� _ 11/1q/2017 ` U z o D /�,F II .. ILLL��III'''III O III��nnIl llnnT�III WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / ' /� GATE - Of o m �� II NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 9 —1 . — I.E. No. 1 No. SHEET No. N > o z ILII WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O < SHALL NOT COMMENCE UNTIL AN �o s enuuaPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH L-20 d v w w DIAL NG ENCROACHMENT PERMIT AND/ORA ,�" o Y� 462STEVENS BES AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J Two woRRlxc GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 _ p N BEFORE ,. DAYS BEFORE z _ LANDSCAPE IMPROVEMENT PLANS — PHASE 2 U > 0 YOU DIG YOU DIG s�q,e 11 619-294-8484 0 me Nwtelmdscn archAecl si nk these msisr onsibk for assunn &"'°' o°�"'/gym" FAX 619-574-0626 SPPoNG MGl1MA1N AND. ST PLAN R(YAD AND SPRING STREET p z o R ve g PI e� B '0;' slzoil n �� PLANTING PLAN 61 of 70 sHT n Q U TOLL FREE I-800-227-2600 the ocmmcymdausptabdityol edesgn heron. In eemla(disaepmoes ox. �� LANDSCAPE c d A PUBLIC SERVICE BY onargaNs uunlyapprod mdumgunstruclkn,Ihepriwtelmduapemrhited 9ARE BY DATE A". DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' CL Q m UNDERGROUND SERVICE AIERf shollbe respmsosunty taminkgm occWloxe solution and reusing the plans for EN[7� TEN9D6 COUNTY CERT NO . 3781 , EXP 1l 2017 DATE: H: V' KB NOME coasuL, INC. FILE NO. 963- 1 1 — o rodb Iheuunl . a � a a w HARDSCAPE LEGEND F_ O SYMBOL DESCRIPTION , H 0 z y 6" MOWCURB, INSTALL PER DETAIL H-004 , H DECOMPOSED GRANITE TRAIL, INSTALL PER DETAIL H-005 r 6" THICK REINFORCED CONCRETE ACCESS RAMP, SEE CIVIL PLANS , Z , 0 o p N N Z W R Q GENERAL NOTES: Q 1. SEE SHEETS PD-1 THROUGH P0.3 FOR STREET IMPROVEMENT PLANTING p LEGEND, NOTE$& DETAILS. SEE SHEETS PS-1 THROUGH P$L FOR CC Q PLANTING SPECIFICATIONS. m N SANITARY SEWER PER CML DWGS RECYCLED (WELL) WATER LINE Z ZO- PER CIVIL DYM ^ O O ' V, POTABLE WATER LINE PER CIVIL DWGS. Q N w H v a LOT 76 ��90 LOT 73 13 w U 0 a } Q J Z p = 0 U � 3 w SIGHT DISTANCE LINE, TYP. J Z H J m Q X _ W W CD o p J' K Z O JJ 0 ZLOT 75 Y Q �V I Q d CURB & GUTTER U p 0 � PER CIVIL DWG& � ° Z > U SIDEWALK PER GVIL DVM " Q O H D_ CLQ RIGHTP. GIIT OF WAY, TT h .P �0Q� 2�y ; PLANS FOR TRACT 29598 a � g Qa Approved .L FOR PILASTERS, WALLS AND FENCES, TTP. ElectronicallyAs a TIFF , h 0� ,OQ Mylars do not LOT 74 �0� - 't '�� LOT 43 Exist � ♦ � Y= I ♦ I 'r x`300 LOT 2 > � ° o ��80 ♦ PS-1 A N p PT-1 PT-2 PT-3 KEY MAP L-19 L-1 s ' Fn 'a a L-1 LOT 3 � � � 0 �o LOT 42 L-2% L -16 F w _ \\'�\ 1-2 a CO > o - - Z Z L-01 3 FIRE HYDRANT PER CML DWGS, o oF Of F W ED K O Q — i 0' 10' 20' 40' 60' 80' ' % _ - L-09 - �L-04 L-05 L Z o - ' L-0 L-0 z Z o CSA 126 "" _ '1' : LANDSCAPE & IRRIGATION _ - - -- = of a �nZ y� NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK /� _ 11/14/2017 ` c� z o D /�,F II .. O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17F- 7) / ' / OATS - JJ o m // �� NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: A 29598, -1 , - I.E. No. 1P.P. No. SHEET NO. N > o Z // Il�s11\ WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enuuAPo °90 COUNTY OF RIVERSIDE — SPRING MOUNTAIN RANCH L-21 a v w w DIAL ENCROACHMENT PERMIT AND/ORA ,�" o x Yrl 462STEVENS BES AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J Two wEFORE GRADING PERMIT HAS BEEN ISSUED. S. u SOLANA BEACH, CA 92075-2042 _ O N BEFORE ,. OATS U DRE z _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 U > v YOU DIG You DIG s�mm.. 619-294-8484 0 me Nmlelmdscn archAecla No these msisr onsible for owning &Aeo1 °°r` "/gym" FAX 619-574-0626 SPRING MGl1MA1N ROAD, STOCKYARD ROAD AND SPRING SIREEL p z o P ve d PI B 's slzaln PLANTING PLAN 620F70 SH T n ¢ [C U TOLL FREE I-800-227-2600 the ocmmcymdausptabdityol edesgn heron. In eemla(disaepmsies �� me �� LANDSCAPE c d < A PUBLIC SERVICE BY orishgaNauuntyapprod mdurngromtNdbn,Iheprimtelmduapemrhited NARK BY DATE WPB. DATE tf OF CA X1 ARCHITECTS SCALE: FOR: W.O. COUNTY d Q (L UNDERGROUND SERVICE ALERT shall be respmsNe tar determinngm accWlahle solulim and reusing the plans for EN[7� HN9BS COJNIY CERT LA0 . 3781 , EXP 11/2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963-YY — o rodb the aunty a GENERAL PLANTING NOTES: TREE PLANTING NOTES: PLANTING LEGEND Q SYMBOL BOTANICAL NAME COMMONNAME SIZE SPACING QUANTITY MATURE SIZE WUCOLS ZONE DETAILS > N THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK WITH GRADING AND STREET TREES 1. THESE PLANS WERE PREPARED USING BASE INFORMATION PT-1 IMPROVEMENT OPERATIONS. IT IS THE OWNER'S INTENT THAT LANDSCAPE AND IRRIGATION < A PREPARED BY MICHAEL BAKER INTERNATIONAL.THE OPERATIONS SHALL IMMEDIATELY FOLLOW THE SAME SEQUENCE AS GRADING OPERATIONS. AS A Z 1 CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF RESULT, AS EACH AREA IS GRADED IT IS ANTICIPATED THAT THE CONTRACTOR SHALL IMMEDIATELY W — THIS BASE COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO BEGIN LANDSCAPE AND IRRIGATION CONSTRUCTION FOLLOWING THE SEQUENCE OF CONSTRUCTION ORDERING MATERIALS ANDIOR BEGINNING WORK AND OPERATION OUTLINED IN THE PLANS AND AS SHOWN BELOW. IT IS UNDERSTOOD BY THE OWNER AND IMMEDIATELY NOTIFYING THE LANDSCAPE ARCHITECT OF ANY THE CONTRACTOR THAT UNFORSEEN CIRCUMSTANCES SUCH AS ACTS OF GOD ANDIOR SCHEDULING - JACARANDA MIMOSIFOLIA JACARANDA 24"BOX AS SHOWN 4 24'30' H X 1630'W M P-001 & P-002 DISCREPANCIES. IN THE EVENT THAT THE CONTRACTOR FAILS TO MODIFICATIONS DIRECTED BY THE OWNER, COULD HAVE AN EFFECT ON CONSTRUCTION,AND THAT STANDARDTRUNK p VERIFY THE ACCURACY OF THE BASE INFORMATION AND/OR FAILS THE CONTRACTOR HAS TAKEN THIS INTO CONSIDERATION AT THE TIME OF BID. THEREFORE, ANY SUCH W n TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ACTS OF GOD AND/OR SCHEDULING MODIFICATION DIRECTED BY THE OWNER WOULD NOT CONSTITUTE Z DISCREPANCIES PRIOR TO ORDERING MATERIALS ANDIOR NOR WARRANT ADDITIONAL SERVICES. THE PROCESS FOR INSTALLATION OF THE TREES SHALL BE AS O BEGINNING WORK, THEN THE CONTRACTOR ASSUMES FULL FOLLOWS: to N RESPONSIBILITY FOR ANY AND ALL ADDITIONAL LABOR AND FRAMNUS VELUTINA ARIZONAASH 15 GAL. AS SHOWN 13 30'SO' HX3940'W M P-001 8P-002 W Q MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT TO A. PRIOR TO PROCEEDING WITH TREE INSTALLATION,THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR STANDARDTRUNK QCO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE CLEARLY MARKING THE TREE LOCATIONS WITH MARKING PAINT. PRIOR TO DIGGING PITS THE p FC OWNER. CONTRACTOR SHALL REQUEST A WALK THROUGH WITH THE LANDSCAPE ARCHITECT TO VERIFY THE Q TREE LOCATIONS. p 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT 0_ Z LOCATION T E F ALL CONTRACTOR GUALLASPRIOR UMEFUL COMMENCING B. UPON SUCCESSFUL ONCE N THROUGHETHETRE IN TREE LOCATIONS,THE TE,CONTRACTOR EINSTA SHALL PROCEED WITH W Q ANY AND ALL DAMAGES WHICH OCURDUFULLHESPONSITY FOR TREEINSTALLATION. WALK THROUGH ROUG FOR SUBSTANTIAL IS COMPLETE,THE INSTALLING CONTRACTOR Tl PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24"MULTI AG SHOWN 60 30'-80' H %20'30'W M P-0038P-004 Go ~ ANY RAoCTO SFAILURE TOL LOCATE ANUS RESER SHALL REQUESTA LANDSCAPE DSCAPROUGHTECT WILL WRITTEN WITH DOCUMENTATION OF THE MULTI TRUNK N CONTRACTOR'S FAILURE TO NO ATONAL COST TOAWAND ALL ARCHISUBSTANTIAL HE COMPLETION ALK THROUGH H LL PROVIDE WRITTEN AND OF THE 3-LEADER MINIMUM W UNDERGROUND UTILITIES,AT NO ADDITIONAL COST TO THE PUNCH LIS NOTING AN ON OUTSTANDING CO TO THESTRUC CONTRACTOR AND THE OWNER, AND ANY OFA Z Z OWNER. PUNCH LIST NOTING ANY OUTSTANDING CONSTRUCTION ITEMS.THIS WALK THROUGH ANDANV Z = 3. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBLITV FOR RESULTING OUTSTANDING ITEMS SHALL BE COMPLETED AND/OR ADDRESSED PRIOR TO REQUESTING O y O FINAL WALK THROUGH OR CONTINUING WITH FURTHER CONSTRUCTION. )= N U LJ REPLACING ANY EQUIPMENT ANDIOR MATERIALS OUTSIDE OF THE LIMIT OF WORK,WHICH ARE DAMAGED DURING CONSTRUCTION OUERCDSAGRIFOLIA COAST LIVE OAK 24"BOX AS SHOWN 88 20'-]0' HX29-]0'W L P-003 & P-004 W w ~ WITH MATERIALS IN-KIND, AT NO ADDITIONAL COST TO THE C. ONCE THE SUBSTANTIAL COMPLETION PUNCH LIST HAS BEEN COMPLETELY ADDRESSED,THE MULTI TRUNK H- 10 GO N INSTALLING CONTRACTOR SHALL REQUEST A FINAL WALK THROUGH WITH THE LANDSCAPE ARCHITECT. 3-LEADER MINIMUM N G Q Z OWNER. THE LANDSCAPE ARCHITECT WILL PROVIDE WRITTEN DOCUMENTATION OF THE FINAL WALK THROUGH ITT J O 4. REFER TO THE PLANTING DETAILS AND SPECIFICATIONS FOR TO THE CONTRACTOR AND THE OWNER BY COMPARING THE PUNCH LIST WITH FIELD CONDITIONS. INSTALLATION AND EXECUTION PROCEDURES AND FOR AFTER SUCCESSFULLY COMPLETING A FINAL WALK THROUGH FOR TREE INSTALLATION,THE Of d Y MAINTENANCE REQUIREMENTS. CONTRACTOR MAY BEGIN SHRUB AND GROUNDCOVER INSTALLATION. SEE SHRUB AND GROUNDCOVER QJ PLANTING NOTES FOR FURTHER CLARIFICATION OF THE SHRUB AND GROUNDCOVER INSTALLATION — QUERCUS AGRIFOLIA COAST LIVE OAK 24"BOX AS SHOWN 10 20'-]0' HX27-]0'W L P-001 & P-002 z 5. PROVIDE 3"OF BARK MULCH TO ALL PLANTING AREAS PER DETAIL PROCESS. STANDARDTRUNK p Ec O H-001. U ~ 6. LIMITED USE AREA(WITHIN APPROXIMATE SIGHT LINES)TO BE 15 GALLON 124" BOX TREES SHALL BE INSTALLED PER SPECIFICATIONS \ w W KEPT CLEAR OF VEGETATION OVER 12"IN HEIGHT. PT-2 SEE DETAILS P-001 THROUGH P-004. � U � O ]. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL J ZEE NECESSARY SOILS TESTING PER SPECIFICATION SECTION 329300, + UMBELLULARIA CALIFORNICA CALIFORNIA BAY LAUREL 15 GAL. AS SHOWN 46 20'.25' HX29-26W M P-003 & P404 Q Q pT-0 ROOT BARRIER SHALL BE INSTALLED FOR ANY TREE WITHIN SIX (6) FEET OF ANY HARDSAPE MULTI TRUNK S m 0- S. fOBA SEE DETAIL P-013 3-LEADER MINIMUM (7 Q_ W ALL TREES SHALL BE LOCATED OR ADJUSTED IN ACCORDANCE N BL WITH THE FOLLOWING REQUIREMENTS: o RHUS LANCEA AFRICAN SUMAC 24"BOX AS SHOWN 93 20'-30' H X 20'35'W L P-003 & P-004 K Z O MULTI TRUNK W Z O > U Z -A MINIMUM OF WFROM ALL HADSC1JoBUILDINGCUDINGCROOF EAVE SHRUB & GROUNDCOVER PLANTING NOTES: 3-LEADER MINIMUM p -A MINIMUM OF 6' FROM ALL HARDSCAPE INCLUDING CURBS, Y O Z FENCES, WALKS,WALLS, -V DITCHES", ETC. O RHUS LANCEA AFRICAN SUMAC 24"BOX AS SHOWN 13 20'-30' H X2935'W L P-001 & P-002 U J -A MINIMUM OF B' FROM WATER METERS OR ANY OTHER UTILITIES, STANDARDTRUNK W N d INCLUDING SEWER/DRAINPIPES ps_i FOR THE SHRUB AND GROUNDCOVER INSTALLATION,THE CONTRACTOR IS RESPONSIBLE FOR I Qv -A MINIMUM OF 20' FROM STREET LIGHTS FOLLOWING THE SAME SEQUENCE ANDIOR PHASING SCHEDULE AS WAS PREVIOUSLY COMPLETED BY LAGERSTROEMIA'NATCHEZ' WHITE MYRTLE 24"BOX AS SHOWN 3 25' HX1YW M P-003 & P-0C4 U p N THE CONTRACTOR DURING THE TREE PLANTING INSTALLATION PROCESS(SEE TREE PLANTING NOTES MULTI TRUNK z W W 9. ALL TREES TO BE STAKED WITH 2.3 STAKES AND 6 TREE TIES (NO FOR FURTHER CLARIFICATION). THE PROCESS FOR SHRUB AND GROUNDCOVER INSTALLATION SHALL 3-LEADER MINIMUM 6 >O H WIRE). USE TRIPLE STAKING WITH W DIAMETER STAKES IN HIGH BE AS FOLLOWS: ♦ EAGERSTROEMIA'NATCHEZ WHITE CRAPE MYRTLE 24"BOX AS SHOWN 20 25' HX 12'W M P-001 & P-002 OIL d C) WINO AREAS. STANDARDTRUNK A. PRIOR TO PROCEEDING WITH SHRUB AND GROUNDCOVER INSTALLATION, THE CONTRACTOR IS Q_ 10. WEED CONTROL: WHERE PERENNIAL WEEDS EXIST ON SITE,AT RESPONSIBLE FOR CLEARLY MARKING THE SHRUB AND GROUNDCOVER AREA BOUNDARIES WITH Q d THE BEGINNING OF WORK, CLEAN AND REMOVE THESE EXISTING MARKING PAINT. PRIOR TO BEGINNING SHRUB AND GROUNDCOVER INSTALLATION,THE CONTRACTOR SHRUBS / ACCENTS / GROUNDCOVERS WEEDS BY MOWING OR GRUBBING OFF ALL PLANT MATERIAL. SHALL REQUEST A WALK THROUGH WITH THE LANDSCAPE ARCHITECT TO VERIFY THE SHRUB AND Approved UPON COMPLETION OF SOIL PREPARATION AND PLANTING OF ALL GROUNDCOVER AREA BOUNDARIES LOCATIONS. ACACIA REDOLENS 'DESERT CARPET DESERT CARPET ACACIA 5GAL. AS SHOWN 11936 2' HX 15'W L P-015 & P-016 SPECIMEN TREES, BEGIN WEED ABATEMENT PROGRAM BY Electronically B. UPON SUCCESSFUL WALK THROUGH OF SHRUB AREA BOUNDARIES LOCATIONS, NOTE: ACACIA REDOLENS'DESERT CARPET'SHALLBESUPPLIED BV MOUNTAIN STATES WHOLESALE NURSERY. APPLYING LBS MANUFACTURER'S A COMMERCIAL FERTILIZER ATTR, PER M ASa TIFF ACRE ANDESDAILOURTEEN(14) CON WATERALLAREAS SHRUB AND CTOR GROUNDCOVER ROUN COVEALL ROCEED STALLA ION IS CBAND LETE,T EINSTA LING CONTRACTOR ONCE R SHALL AGAVE WEBERI WEBER AGAVE 5GAL. AS SHOWN 51 4'-6'HX6'A'W VL P-0158P-016 Myl rs doExist not FOURUNTIL )TIMEDSEED$ HAVR FOURTEEN(14)CEASE WATERING GFO DAYS REQUEST A WALK THROUGH FOR SUBSTANTIAL IAL COMPLETION N INSTALLING THELANDSTRACTOCHITEC Exist UNTIL (3)WEED $PRAVE GERMINATETIVE, N EWESIDU GFOR LANDSCAPE WALK THROUGH PR VIDEW LTTE COMPLETION WITH THE SUBSTANTIAL ARCHITECT.THE 71.`� ALOE ARBOREBCENS TORCH ALOE SGAL. AS SHOWN 197 6'-8'HX6'E'W VL P-015 & P-016 SYSTEMIC I DAYS. IDE TO E GERMNATRESIDUAL, LANDSCAPE ARC HIT ECT WILL CONTRACTOR WRITTEN DOCUMENTATIONTHE FORM SUBSTANTIAL COMPLETION SYSTEMIC HERBICIDE TO ERADICATEGERMINATED WEEDS. LET WALK THROUGH TO THE CONTRACTORAND THE OWNER, INTHE FORM OFAPUNCH LIST NOTING ANY BACCHARIS'TNIN PEAKS' DWARF COYOTE BUSH 5GAL. AS SHOWN 5,830 3'H%6'W L P-0158PA16 THE WEEDS DIE WITHOUT IRRIGATION FOR A MINIMUM DEPTH OF OUTSTANDING CONSTRUCTION ITEMS. THIS WALK THROUGH AND ANY RESULTING OUTSTANDING ITEMS CAREX TUMULICOLA(DIVULSA) BERKELEY SEDGE 1GAL. AS SHOWN 1,231 1'-7HX 1'-ZW L P-015 & P-016 Ile BELOW THE SURFACE OF THE SOIL. IF STUBBORN AND SHALL BE COMPLETED ANO/OR ADDRESSED PRIOR TO REQUESTING A FINAL WALK THROUGH OR RESIDUAL WEEDS (IE BERMUDA) SHOULD PERSIST ERADICATION CONTINUING WITH FURTHER CONSTRUCTION. CEANOTHUS 'CONCIEN CONCHACEANOTHUS SGAL. AS SHOWN 842 6'-WHX6'-iZW L P-015 & P-018 PROCEEXISTS SHOURE LD BE IDE TI RED ATED.THE ANDCOORDIN TED WEEDS THAT C. ONCE THE SUBSTANTIAL COMPLETION PUNCH LIST HAS BEEN COMPLETELY ADDRESSED,THE ® DIETES BICOLOR FORTNIGHT LILY 1GAL. AS SHOWN 45 2'-3'H X 73'W M P-015 & P-016 EXIST APPROVED PEST CONTROL COORDINATED ENSURITH ANE INSTALLING CONTRACTOR SHALL REQUEST A FINAL WALK THROUGH WITH THE LANDSCAPE ARCHITECT. $*fit" , APPROVED LICENSED CHEMICAL AND SEASOADVISN OF APPLICATION.ENSURE THE LANDSCAPE ARCHITECT WILL PROVIDE WRITTEN DOCUMENTATION OF THE FINAL WALK THROUGH $ ^JF FREMONTODENDRON'CALIFORNIA GLORY' FLANNEL BUSH SGAL. AS SHOWN 1,315 15'-20' HX19-15'W VL P-0158PA18 NOT USE ATERILITY IT HCHETHOD THAT W ULD ADVERSELYEFECT TO THE CONTRACTOR AND THE OWNER BY COMPARING THE PUNCH LIST WITH FIELD CONDITIONS. NOT USEMATERIAL SLOPE STABILIZATION. WOULD ADVERSELY EFFECT O HETEROMELES ARBUTIFOLIA CALIFORNIA HOLLY 5GAL. AS SHOWN 1,546 6'-e'HX6'-iZW L P-0158P-016 NEW PLANTINGS OR SLOPE STABILIZATION. AFTER SUCCESSFULLY COMPLETING A FINAL WALK THROUGH FOR SHRUB AND GROUNDCOVER PLANTING THE CONTRACTOR MAY BEGIN THE MAINTENANCE PERIOD AS DESCRIBED IN THE © LEUCOPHVLLUM LAEVIGATUM CHIHUAHUAN SAGE SGAL. AS SHOWN 444 4'-8'HX5'W L P-0158P-018 z SPECIFICATIONS. SUCCESSFUL COMPLETION OF A FINAL WALK THROUGH MEANS THAT THERE ARE NO dx O OUTSTANDING ITEMS ON THE PUNCH LIST HAVE NOT BEEN RESOLVED TO THE SATISFACTION OF THE fCSf LEVMUS CONDENSATUS'CANYON PRINCE' CANNON PRINCE WILD RYE iGAL. AS SHOWN 3,050 2'HX3'W L P-0158P-0i6 OWNER AND LANDSCAPE ARCHITECT. O RHAPHIOLEPIS INDICA'CLARA' INDIAN HAWTHORNE 5GAL. AS SHOWN 68 3'-FITXT 'W M P-015 & P-016 > �MUHLENBERGIA RIGENS DEERGRASS 1GAL. AS SHOWN 1,731 4'-5'HX V-6-W M P-015 & P-016 HARDSCAPENOTES: OPUNTIA ENGELMANII ENGALMAN'S PRICKLY PEAR 5GAL. AS SHOWN 87 4'HX6'W VL P-015 & P-016 D ROSA%. 'NOARE' RED FLOWER CARPET ROSE 5GAL. AS SHOWN 134 2'-3'H%5'W M P-015 8 P-016 OH-1 CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DECOMPOSED GRANITE TRAIL AND CONCRETE ROSMARINUS OFFICINALIS'PROSTRATUT TRAILING ROSEMARY 5 GAL. AS SHOWN 1,339 Z H %4'-8'W L P-015 & P-016 W HEADER IN THE APPROXIMATE LOCATION SHOWN, PER DETAIL H-004 AND H-005. CONTRACTOR SHALL BE RESPONSIBLE FOR MARKING TRAIL LOCATION FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO ROSMARINUS OFFICINALIS TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5GAL. AS SHOWN 1,848 6'-TH%5'W L P-015 & P-016 INSTALLATION. O XYLOSMA CONGESTUM XYLOSMA 5GAL. AS SHOWN 87 B'-10' H X 8'-10'W M P-015 & P-016 pW r DECOMPOSED GRANITE SHALL BE I/4" MINUS DESERT GOLD AS SUPPLIED BY SOUTHWEST BOULDER& Z STONE. VUCCAWHIPPLEI OUR LORD'S CANDLE 15 GAL. AS SHOWN 281 3'H%6'W L P-015 & P-016 N p 7 z FOR GRADES UNDER 5%, STABILIZE DG WITH NATROSOL PER MANUFACTURER'S RECOMMENDATIONS. F < FOR GRADES S%AND OVER, STABILIZE WITH 100 LBS OF CEMENT PER TON OF DECOMPOSED GRANITE. Of p p Q H_2 CONCRETE HEADER ATCONCRETE LIMIT OFHEADER CSA MAINTENANCE. CONTRACTOR NSHALL BERESPONSIBLE TRA p W INSTALLING CONCRETE HEADER IN THESE APPROXIMATE LOCATIONS PER DETAIL H-004. CONTRACTOR KQ ~ SHALL COORDINATE HEADER LOCATIONS WITH WALL AND FENCING PLANS, BY OTHERS AND MARK ALL GoH LOCATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. N W } O H B CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3"DEPTH BARK MULCH MINIMUM FOR ALL z \ PLANTING AREAS, PER DETAIL H-001. MULCH SHALL BE FOREST FLOOR,CONTRACTOR TO SUBMIT z z 3 SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. O N O O O ITT H Go J m Q z 3 U 00 W J H BE Q- z 0- W s � Q' w 3 a J W W Z U p z a o 6 '1' � - F_ 71411T, 4�_ IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 11/14/2017 oV O NWI HIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 DATE D^, w Q- II )I�11 II e (T WITHIN SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. eb�b� SHEET NO. N > O Z WORK CONTAINED WITHIN THESE PLANS KNDSCAPE CIVIL IP# 050171 , 050172, 050173 O SHALL NOT COMMENCE UNTIL AN �o s enu uAPo °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH LD-1 d U 1' a DIAL ENCROACHMENT PERMIT AND/OR A ,�" o & :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J T%o WORKING GRADING PERMIT HAS BEEN ISSUED. S. u SOL4NA BEACH, CA 92075-2042 sQ = W N BEFORE „ OATS BEFORE z LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N > 0 YOU DIG YOU DIG s�mm,.. - 619-294-8484 0 �n FAX 619-574-0626 SPRING MGUMPIN RCWD. STOCKYARD ROAD AND SPRING STREET o z O IDe priwtelmdscnpe archAecl signkg ibex plmsis re�onsibk for assuring 's 9/28A7 PLANTING LEGEND AND NOTES 630E 70 SHT n QC U TOLL FREE I-800-227-2600 the ocamcymdausptobiiityottedesgnhemn. In eemla(diwepmdes �� oxI �� LANDSCAPE c d A PUBLIC SERVICE BY orishgaNeuuntyapprod mdurngcanstNdkn,Iheprotelmduapemrhited NARK BY DATE A".. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' d 4 0_ UNDERGROUND SERVICE ALERT shall be respmsNelardeterminkgm accWlahle solution and reusing the plans for TENNp6 COUNTY CERT N0 . 3781 , EXP 11/2017 DATE: H: V' KB NOBS coa6uL, INC. FILE N0. 963- 1 1 — o ro'db the caunl . ENCINEER ' DRAIN PIPE _ d DRAIN PIPE _ DRAIN PIPE DRAIN PIPE a r — — � � 1p FF — � 10 r — — � 10 ° I I ° I ° I I I I I I I I ¢ $ 10 $ 3 ) I 111 I 111 I 111 Z d Z • • � � � ? I oe• LLLI ° "s• I I J , L — eJ I gyral 1 I sRel ° ° r 1 ° ° ° SCALE 1/2" = 1'-0" L - - J L _ J z U m } 2 SCALE 1/2"=1 0 z r a 2 3 � 2 SCALE 1/2" = 1'-0' 2 SCALE 1/2'=1'-0" N N Z ¢ oz 3 roz - J 12 w a ¢ r~ 2 oaU 2„ i 1 4 m < > Wa > n ❑ Q 4 020 8 1v =111= OwC_ 4 z °�° a ro ¢ O QOO 5 { " EQJ _ _ _ 5 III III 5 Booz J = 5 mmQ J —II �IIIIIIIIILI ¢ III=rt _ rt =III " 20 m III— I =1 ° Q m w o W III 1 { , - —I s o m Tff l { _ „ '- 6 N Q m III-1Tf 1 . { . III: 6 a o W III {•� — } � ° —III Q ° II III III III w Of III II II LL Q ° III—II IIIIJ I, , ,II ee Z Z 1 1111 III I 1 I I_I III—III =1 III— B III=1 III III 0 0 II 11=III II III_I 6 —I II_III—_ I1=1 11 III- —I III=1 III —I 1111111 =III III= Q w I=II I=II _II- =I I1-1I =111=11 =1 = =111=1I t111=111=1I III-111= =1I I= ¢ r w " —III= =1 1=" ' 9 III-I _ — _ 9 m = rn 2X ROOTBALL 9 -1 =III— ROOTS 9 "-I -12X ROOTBALL CID z 2X ROOTS LL DIAMETER DIAMETER DIAMETER C U o DIAMETER 4" PVC SCH 40 PERF. PIPE 2 2" DIAMETER STAKES, 4" PVC SCH 40 PERF. PIPE ((3 2" DIAMETER STAKES SPACED 4" PVC SCH 40 PERF. PIPE (3) 2" DIAMETER STAKES SPACED � V a ) O WRAPPED IN FILTER SOCK. O ( ) O O7 E� O O > 4" PVC SCH 40 PERF. PIPE ((2 2" DIAMETER STAKES, USE 3" DIA. STAKES IN HIGH WIND WRAPPED IN FILTER SOCK. UIDISTANT AROUND ROOTBALL, WRAPPED IN FILTER SOCK. EQUIDISTANT AROUND FOOTBALL, CIL O WRAPPED IN FILTER SOCK. O L1SE 3 3" DIA. STAKES IN HIGH WIND (1 PER TREE) EXPOSURE AREAS (SEE SPECS) (1 PER TREE) USE 3" DIA. STAKES IN HIGH WIND (1 PER TREE) USE 3" DIA. STAKES IN HIGH WIND ¢ z (1 PER TREE) EXPOSURE AREAS (SEE SPECS) (6 TREE TIES EXPOSURE AREAS (SEE SPECS) EXPOSURE AREAS (SEE SPECS) O PLANTING BACKFILL O2 (SEE SPECS) 8 6" HIGH WATERING BERM 2 TREE TIES PLANTING BACKFILL 2 TREE TIES 6" HIGH WATERING BERM w 2 (6) TREE TIES ® (SEE SPECS) O ON DOWNHILL SIDE O (SEE SPECS) ® (SEE SPECS) O (SEE SPECS) ® ON DOWNHILL SIDE O (SEE SPECS) 3 ORIGINAL GRADE SLOPE PLANTING HOLE TO SET TOP OF ROOTBALL SLOPE PLANTING HOLE TO D 9 SLOPE PLANTING HOLE TO 3 ORIGINAL GRADE SLOPE PLANTING HOLE TO J O SETTOP OF ROOTBALL O CORNERS) WITH DRAIN PIPE O FINISH GRADE O CORNER(S) WITH DRAIN PIPE Q II FINISH GRADE O CORNER(S) WITH DRAIN PIPE O O CORNER(S) WITH DRAINPIPE ¢ 1" ABOVE FINISH GRADE BLACK ROUND DRAIN GRATE CAP, 4 10 BLACK ROUND DRAIN GRATE CAP, 4 3" LAYER MULCH MATERIAL, ® FINISH GRADE ¢ 10 O MAX. 1" ABOVE MULCH FINISH SURFACE O PROVIDE 3" CLEARANCE FROM 1 p BLACK ROUND DRAIN GRATE CAP, BLACK ROUND DRAIN GRATE CAP, = g a ® 3" LAYER MULCH MATERIAL, MAX. 1" ABOVE MULCH FINISH SURFACE 5 SET TOP OF FOOTBALL (SEE SPECS) TRUNK (SEE SPECS) MAX. 1" ABOVE MULCH FINISH SURFACE SET TOP OF ROOTBALL 10 MAX. 1" ABOVE MULCH FINISH SURFACE O w PROVIDE 3" CLEARANCE FROM (SEE SPECS) O 1" ABOVE FINISH GRADE (SEE SPECS) O 1" ABOVE FINISH GRADE (SEE SPECS) O o TRUNK (SEE SPECS) (SEE SPECS) 1 CU FT. OF 3/4" DIAMETER CRUSHED 1 CU FT. OF 3/4" DIAMETER CRUSHED N w O 1 CU FT. OF 3/4" DIAMETER CRUSHED 11 ROCK FOR 15 GAL. AND 24" BOX O 6" HIGH WATERING BERM 11 (SEE SPECS) O 1 CU FT. OF 3/4" DIAMETER CRUSHED rr z U 11 ROCK FOR 15 GAL. AND 24" BOX PLANTING BACKFILL ROCK FOR 15 GAL. AND 24" BOX 11 ROCK FOR 15 GAL. AND 24" BOX > O z O 6" HIGH WATERING BERM (2 CU FT. FOR 36" BOX) © (SEE SPECS) (2 CU FT. FOR 36" BOX) g FINISH GRADE (2 CU FT. FOR 36" BOX) 6 PLANTING BACKFILL (2 CU FT. FOR 36" BOX) O U z NOTE: NOTE: O NOTE: O (SEE SPECS) NOTE: O z � ¢ STAKE TREE PERPENDICULAR TO© FINISH GRADE STAKE TREE PERPENDICULAR TO STAKE TREE PERPENDICULAR TO STAKE TREE PERPENDICULAR TO `-' ¢ a DIRECTION OF PREVAILING WIND. DIRECTION OF PREVAILING WIND. DIRECTION OF PREVAILING WIND. DIRECTION OF PREVAILING WIND. U ° O DATE: 02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Z 1, j U ep ■ RESIDENTIAL eb ■ RESIDENTIAL eb ■ RESIDENTIAL �°Y °'•eb ■ RESIDENTIAL o � a ■ COMMERCIAL TREE ON LEVEL GRADE �("1 � �. ■ COMMERCIAL TREE ON SLOPE �'" ", e. ■ COMMERCIAL MULTI -STEM TREE ON LEVEL GRADE , R ■ COMMERCIAL MULTI STEM TREE ON SLOPE a of e ■ HDA 15 GALLON TO 35" BOX ■ HDA 15 GALLON TO 36" BOX ■ HDA 15 GALLON TO 36" BOX g®" ■ HOA 15 GALLON TO 36" BOX d E�, ■ CSA - VEA "�,. ■ CSA 'E ■ CSA ��a. ■ CSA ¢ CL ■ LMD/CFD SCALE: 1/4"-1'-0" P-SERIES STD. P-001 ■ LMD/CFD SCALE: 1/4"=1'-0" P-SERIES STD. P-002 �_° ■ LMD/CFD SCALE: 1/4"=1'-0" P-SERIES STD. P-003 V.._ ■ LMD/cFD SCALE: 1/4"=1'-0" STD. P-004 Approved Electronically As a TIFF Mylars do not Exist 1 2 2 3 z W� �ww zW U{ ryZm• i <: 5 Verv7 V 111=11G Ci 4w PLAN6_D. 6. D. 3 a = — 11 111111MailCl m SCALE: 1/a"=ro" ; ... m 111-1 K VIVMULCH, TYP. - 1 J 111 111 Ixii � ° ❑ 1111111111111111 11 111—I 1— 5 2 m 111 111 III 1=111 111 III 6 o °o o -III—III III III _ _ —III II 11111 s -IIIIIIIIIIII111111111111 IIII1111111111;, o N o 111 111 ) 111 T. =, _ I I III�I II I I 111 111-111 hhH� 1 1 1 1 1 1—1 11111 11 I I II ' '=111. 111 111-1 I ' 2 x ROOTBALL 111 111-111—_ -111—I III—III 2 X ROOTBALL DIAMETER ¢ ° _I •+ I_I —� =III III=III III—III DIAMETER 6 ¢ z SECTION w -CO 0 SCALE: 3/4"=1'0" fern > o ® 1" BELOW FINISSH ROOT BARRIER 3" HIGH WATERING BERM z O HARDSCAPE O SET TOP OF ROOTBALL ® FINISH GRADE O ON DOWN HILLSIDE O FINISH GRADE Z 1" ABOVE FINISH GRADE z D 3: ROOT BARRIER TREE PLANTING PER PLANS O O O 0 2 O AND DETAILS 2 3" LAYER MULCH MATERIAL 5 PLANTING BACKFILL 2 ORIGINAL GRADE 5 PLANTING BACKFILL r O (SEE SPECS) Q (SEE SPECS) Q (SEE SPECS) O O (SEE SPECS) m w } 3 TRENCH FOR ROOT BARRIER NOTE: SLOPE PLANTING HOLE CS MO ALONG EDGE OF HARDSCAPE O3 3" HIGH WATERING BERM TO CORNERS SET TOP OF ROOTBALL SLOPE PLANTING HOLE Ac m J MAY BE SAME AS IRRIGATION ROOT BARRIER IS REQUIREDO 1 ABOVE FINISH GRADE © TO CORNERS O ej o TRENCH WHERE APPLICABLE. WHERE TREE IS 6'-O" OR LESS FROM w U D - (BACKFILL SAME AS ADJACENT EDGE OF HARDSCAPE. m a z MATERIAL) a w _ DATE: 02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-0117 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION H Q ■ RESIDENTIAL .+ "' R'• ■ RESIDENTIAL ■ RESIDENTIAL w U ate_ " ■ COMMERCIAL ROOT BARRIER , `°, ■ COMMERCIAL SHRUB ON LEVEL GRADE ,a$ "Y ."`°�. ■ COMMERCIAL SHRUB ON SLOPE w w w ' ■ HOA I. ■ HOA I. ■ HOA z o e UP TO 15' BTH C7 Z Z , Y s ■ CSA ■ CSA ■ CSA z ¢ O ■ LMD/CFD SCALE VARIES I P-SERIES I STD. P-013 �_° ■ LMD/CFD SCALE: 1"=1'-0" I P-SERIES I STD. P-015 rM ■ LMD/CFD SCALE: 1"=1'-0" I P-SERIES STD. P-016 CSA 126 '-" :2 - LANDSCAPE & IRRIGATION = 0 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK //� // 11/14/2017 U z o WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — / DATE X O w II /J�11 II /� -�I � SEAL-LANDSCAPE ARCHITECT PREPARED BY: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. iFiFi SHEET NO. ri U In `U NOTE: BENCHMARK: N > o z WORK CONTAINED WITHIN THESE PLANS WOSCAP CIVIL IPM 050171 , 050172, 050173 f� O o SHALL NOT COMMENCE UNTIL AN ,"o ?hill/ °'Ao COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH LD—L a v ¢ DIAL ENCROACHMENT PERMIT AND/pR A Wr" 4 . 462 STEVENS AVENUE, STE. 107 TWO WORKING GRADING PERMIT HAS BEEN ISSUED. OPEN SPACE, BASIN, SIDEYARD AND SLOPE S ° N BEPoRE ,...0 DAYS BEFORE S• , SOLANA BEACH, CA 92075-2042 LL> U w w slaw,.. - 619-294-8484 LANDSCAPE IMPROVEMENT PLANS — PHASE 2 0 > U YOU DIG YOU DIG R„..,I l a/111 m/wn �n FAX 619-5740626 SPRING MDUNFAIN ROAD, STOCKYARD ROAD AND SPRING STREET o Z O F R iwteI nd......o.Ii""o"Its theseplmsis responslLle Massuring s,, 9/28/17 %e PLANTING DETAILS 640F7QSHT r ¢ of U IDLL FREE 1-800-227-2800 the mormymd occeptablli of the design hereon. In the seat of disaepmcies m a ¢ A PUBLIC SERVICE BY arguing aflernowsopproml or during construction,the pdmte lmdi a¢hAeN NARK BY DATE IPPR DATE Tf 001' foal ARCHHIITECTS FOR: W.O. COUNTY d d Q w UNDERGROUND SERVICE ALERT shot bereconsible for determining on acceptable sdution and reAsing the plans for TSN9ENS OF CAIA SCAR: V KB HOME COASTAL, INC. FILE N0. 163_�1I7 o rordb INemunt . ENGNEER CpMTY CERT NO . 3781 , EXP 11/2017 DATE: V Q > N ~ O r z 1 2 1 z a 1 2 10'-0" STANDARD 3 2 2 1 p 3 3 z r 6 4F� 4 4 o _ N N Z w v a 3 2 In .. :?:: ....... .::. °7777. p .................................. ::::JJJ' JJJJJJJJJh ..... . .............. - _ ...... . ............ aVVV aaaaaaaaaaaaaaaav°°°°°°°°°°°°aaaa vaav° aa aaaaaaaaaaa s=s s�ssssssssss ' a p° .y III rsssss i iiiiiiiiiiiiii h a —Ifr I1=1I1 5 IIIIf ° ;v 77 I° Ifl I=111111111=III=III= — =III=1 -III 111 111 °°I — ' 1=III III =111 III III III=III III=III °°III °°vl l l vv l l 0 0 5 =1 '- _ -III=III=111— cav w =111-111=111-111-111-111-111-I l— Q „ w 11-111=111=111=111=111=111 6" 6 Ito ma 1 —111-111-111 III- w J o IIIIIIIIIIiLIII w > z 1 PLANTING AREA WITH MULCH 4 1/2" RADIUS TYP O TRANSITION AT HARDSCAPE O o HARDSCAPE SMTHEEFO TURF ANTNRDINATAETEHICALREPTPER PLANTING AREA OOTROWLINISH O PLANTING AREA HRDSCAPE ® GOCNORORIIOAHRSAP 0 m #4#4 REBAR CONTINUOUS, 6 BASE AND COMPACTION PER O CONCRETE HEADER MULCH O O OVERLAP 12" @ ALL SPLICES GEOTECHNICAL REPORT OR CURB O CONCRETE HEADER (PER HEADER DETAIL) 71 a 3 ROUGH GRADE STABILIZED DECOMPOSED NOTE: _ w D NOTE: O GRANITE. INSTALL AND COMPACT PROVIDE PRE-EMERGENT O STABILIZED TA I IZED DEC L AND COMPACT NOTE: 0 p LOCATE WEAKENED PLANE JOINTS IN 2" LIFTS HERBICIDE TO SUBGRADE PER IN 2" LIFTS PROVIDE PRE-EMERGENT w ® FINISH GRADE z AT 20' O.C. MAX, AND AT ALL SPECIFICATIONS. HERBICIDE TO SUBGRADE OF 0 z BASE AND COMPACTION BASE AND COMPACTION PER > U z O CHANGES IN DIRECTION. ® GEOTECHNICAL REPORT TRAIL PRIOR TO INSTALLING UPER GEOTECHNICAL REPORT O z DECOMPOSED GRANITE. Y ¢ O TRANSITION WIDTH VARIES w Ina 6 5:1 MAX. GRADEDE AT TRANSITION x Q O p DATE:02-03-17 PROJECT APPLICATION RIVERSIDECOUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION 11 DATE:02-03-171 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION 11 DATE:02-03-171 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION DATE:02-03-17 PROJECT APPLICATION RIVERSIDE COUNTY TRANSPORATION DEPARTMENT LANDSCAPE SECTION Z > U ■ RESIDENTIAL ■ RESIDENTIAL ■ RESIDENTIAL ■ RESIDENTIAL r h- MULCH CONCRETE HEADER DECOMPOSED GRANITE TRAIL / "'" - DECOMPOSED GRANITE TRAIL O H /Ae 4 ■ COMMERCIAL /Ar 4 ■ COMMERCIAL /Ae % ■ COMMERCIAL /� % ■ COMMERCIAL d Q ;,g® ■ HOA TRANSITION AT HARDSCAPE Ig® ■ HOA ';g® ■ HOA �;g® ■ HOA WITHOUT FENCE Cl- ra ■ CSA 'e ■ CSA 'e ■ CSA 'e ■ CSA Q CL �'"'ee""°`" ■ LMD/CFD SCALE: 3"=1'-0" H-SERIES STD. H-001 ^_a"" ■ LMD/CFD SCALE: 11/2"=1'-0" H-SERIES STD. H-004 �'b' "."�"P ■ LMD/CFD SCALE: 11/2"=1'-0" H-SERIES I STD. H-005 ""°"" ■ LMD/CFD SCALE: 11/2"=1'-0" H-SERIES I STD. H-009 Approved Electronically As a TIFF Mylars do not Exist Z O N � q w � > Ko rn Ko cc 03 O p O 0 0 p r w z O N p n a z w 4 Q p p ' K Q p W Z H w r w w w � } O Z Z O � O r m 0 U v o W J H Inn: a z a w a � w 3 a w w Z O p Z ¢ p CSA 126 w : F LANDSCAPE & IRRIGATION = O NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK _ 11/14/2017 cO z WITHIN THE ROAD RIGHT—OF—WAY ONLY. FOR CONSTRUCTION - 9/28/17 / DATE ^ w D ° N O n w O NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P.LP. No. 170025 P.P. No. ii61i6i SHEET NO. ri > o z WORK CONTAINED WITHIN THESE PLANS wOSCAP CIVIL IPM 050171 , 050172, 050173 I a o o SHALL NOT COMMENCE UNTIL AN sio S�Pnul/ °'Ao COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH LD—l7 EL v ¢ DIAL ENCROACHMENT PERMIT ANDA A Wr" . 462 STEVENS AVENUE, STE. 107 w Two WORKING GRADING PERMIT HAS BEEN ISSUED. OPEN SPACE, BASIN, SIDEYARD AND SLOPE x p N BEPoRE ,...0 DAYS BEFORE S- , SOLANA BEACH, CA 92075-2042 LL> U w w swau,r. - 619-294-8484 LANDSCAPE IMPROVEMENT PLANS — PHASE 2 0 > v You DIG You Olc R„..,� Ox.:11 17 �n FAX 619-5740626 SPRING MOUNTAIN ROOD, STOCKYARD ROAD AND SPRING SIFEEF o z O F R iwte lands....anhiled agnng theseplmsis responslLle Massunng sr 9/28/17 he HARDSCAPE DETAILS 650FaSH7 r S U TOLL FREE 1-800-227-2800 the acauacymd acceptability of Me design hereon. In the Bred of disaepmcies m J w Q A PUBLIC SERVICE BY ans6g adercaunlyopprosal or during construction,the pnwte lmdi amhAeN MARK BY DATE IPPR DATE Tf °a. foal ARCHHIITECTS FOR: W.O. COUNTY [L. Q_ Q d UNDERGROUND SERVICE ALERT shot beresponsible for determining on acceptable sdution and reAsing the plans for PERSONS WF CAIY SCAR: V KB HOME COASTAL, INC. FILE NO. 163_�1I7 o mrdb Ihemoot . ENpIEER WIaT1' CERT NO . 3781 , EXP 11 2017 DATE: V 0- SECTION 329300 5. UPON COMPLETION OF FINISH GRADES AND PLANTING APPLICATION OF 1.08 FINAL SOIL AMENDMENT QUANTITIES: E. POST-PLANTING FERTILIZER FOR MAINTENANCE PERIOD FERTILIZATION: w LANDSCAPING PRE-EMERGENT HERBICIDE IS TO COINCIDE WITH THIS REVIEW. ORGANIC BASE, LONG LASTING, NONBURNING CONTROLLED SLOW RELEASE, as A UPON COMPLETION OF ALL BACKFILL AND/OR ROUGH GRADING OF PLANTED FREE FLOWING UNIFORM IN COMPOSITION, SUITABLE FOR APPLICATION WITH ¢ 1. WHEN PLANTING, AND ALL OTHER INDICATED AND SPECIFIED WORK AREAS, A MINIMUM OF SIX (6) REPRESENTATIVE SAMPLES OF EXISTING SOIL APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM > N PART 1 - GENERAL EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE, FOUND IN THE PLANTING AREAS SHALL BE TAKEN BY THE CONTRACTOR AND AVAILABLE PERCENTAGES OF WEIGHT OF PLANT FOOD : F_ $ IN WRITING SHALL ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. AT HIS/HER EXPENSE SENT TO AN INDEPENDENT SOIL TESTING LABORATORY 101 SUMMARY: FOR AN AGRICULTURAL SUITABILITY ANALYSIS AND RECOMMENDATIONS FOR NITROGEN 12% MINIMUM w ? 2. FINAL REVIEW AT THE COMPLETION OF THE MAINTENANCE PERIOD. QUANTITY AND APPLICATION RATE OF AMENDMENTS AND INCLUDE ANY PHOSPHORIC ACID 8% MINIMUM I- A THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION CONTINGENT ON ACCEPTANCE, THIS REVIEW SHALL ESTABLISH THE CORRECTIVE MEASURES REQUIRED TO ADJUST PH OR SALT TO ACCEPTABLE POTASH 8% MINIMUM AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE BEGINNING DATE FOR THE GUARANTEE PERIOD. LEVELS THESE RECOMMENDATIONS SHALL THEN BE COMPARED WITH THOSE SULPHUR 7% o DRAWINGS AND AS SPECIFIED. THE CONDITIONS OF THE CONTRACT AND LISTED IN PARAGRAPHS 2.02 AND 3.01 AND THE CONTRACT MODIFIED IRON 2% w r DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.06 MAINTENANCE ACCORDINGLY. MANGANESE .05% z ZINC .05% N z 5 z 102 RELATED REQUIREMENTS: A THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS 1.09 SOIL PREPARATION CONFORMANCE HUMIC ACIDS (DERIVED FROM COMPOST) 5% w ¢ DURING THE PROGRESS OF THE WORK AND DURING THE MAINTENANCE a o A SECTION 328400-R RECYCLED WATER IRRIGATION SYSTEM PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK A AMENDMENT MATERIALS SHALL BE DISTRIBUTED IN PILES AROUND THE SITE IN WARNING: SOME FERTILIZERS CONTAIN CHELATED IRON WHICH HAS CAUSED < QUANTITIES CORRESPONDING TO THE SOILS ANALYSIS 'PER 1,000 SQ. FT' STAINING OF CONCRETE SURFACES IN OTHER PROJECTS. CONTRACTOR o B. SECTION 320533 LANDSCAPE MAINTENANCE B. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER WRITTEN RECOMMENDATIONS. INVOICES SHOWING MATERIALS AND QUANTITIES SHALL BE RESPONSIBLE FOR REMOVING ALL IRON STAINS FROM CONCRETE w a ACCEPTANCE OF PLANTING OPERATIONS IS RECEIVED FROM THE LANDSCAPE PURCHASED SHALL BE AVAILABLE FOR REVIEW. THE LANDSCAPE ARCHITECT BY SANDBLASTING OR AS DIRECTED BY ARCHITECT, AT NO ADDITIONAL COST ED N 103 SUBMITTALS: ARCHITECT, AND SHALL CONTINUE THEREAFTER FOR NO LESS THAN NINETY WILL COMPARE THE DISTRIBUTION PILES AND TOTAL QUANTITIES OF EACH TO THE OWNER } (90) CONTINUOUS CALENDAR DAYS. MATERIAL FURNISHED AGAINST THE SOILS ANALYSIS RECOMMENDATIONS. IF zA SUBMIT CERTIFICATES OF COMPLIANCE AND INVOICES FOR SOIL AMENDMENTS, THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE F. PLANTING TABLETS: TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE z FERTILIZERS, AND PLANT MATERIALS, WITH QUANTITIES OF EACH. C. THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE PERIOD ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF PLANTING TABLETS OF VARYING WEIGHTED SIZES WITH THE FOLLOWING WILL BE EXTENDED, WHEN IN THE OPINION OF THE LANDSCAPE ARCHITECT, THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REQUIREMENTS AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD: m w B. TREE SAMPLES: DELIVER TO THE SITE, A MINIMUM OF ONE SAMPLE OF EACH IMPROPER MAINTENANCE OR POSSIBLE POOR OR UNHEALTHY CONDITION OF SPECIFIED. AFTER APPROVAL BY THE LANDSCAPE ARCHITECT OF THE W m TREE VARIETY AND SIZE INDICATED, 15 GALLONS IN SIZE AND LARGER, A PLANTED MATERIAL OR POORLY ESTABLISHED NON-COVERING TURF AREAS DISTRIBUTION AND QUANTITIES OF SOIL AMENDMENTS, THE CONTRACTOR WILL NITROGEN 20% MINIMUM rn ¢ z MINIMUM OF 15 DAYS BEFORE PLANTING OPERATIONS AT THE CONTRACTORS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED MAINTENANCE THEN COMMENCE WITH SOIL CONDITIONING OPERATIONS PER SECTION 3.01. PHOSPHORIC ACID 10% MINIMUM � U O O OPTION AND EXPENSE, HE MAY RETAIN THE SERVICES OF THE LANDSCAPE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL POTASH 5% MINIMUM a } ARCHITECT TO REVIEW TREES 15 GALLON AND LARGER TAGGED AT THE MAINTENANCE OF THE WORK UNTIL WORK IS COMPLETED AND ACCEPTABLE 1.10 PLANT MATERIAL QUANTITY CONFORMANCE Cl. Z NURSERY OR AT ITS PLACE OF GROWTH, OR AS OTHERWISE INDICATED. G. POST-PLANTING FERTILIZER FOR PALMS: ORGANIC BASE, LONG LASTING, o x O D. SEE SECTION 320533 FOR SPECIFIC MAINTENANCE REQUIREMENTS. A AFTER INSTALLATION OF PLANT MATERIALS, AND COINCIDING WITH THE NONBURNING CONTROLLED SLOW RELEASE, FREE FLOWING, UNIFORM IN 3 z C. SHRUB AND TREE SAMPLES: SUBMIT 3 SAMPLES OF EACH VARIETY AND SIZE PRE-MAINTENANCE OBSERVATION, THE LANDSCAPE ARCHITECT, WITH THE COMPOSITION, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND \ w OF PLANT MATERIALS AT THE SITE A MINIMUM OF 15 DAYS BEFORE PLANTING 1.07 GENERAL REQUIREMENTS: HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES OF OPERATIONS. ACCEPTED SAMPLES SHALL REMAIN ON THE SITE AND SHALL SLIPS AND INVOICES FOR THE PLANT MATERIALS AND RELATED ITEMS, WILL WEIGHT OF PLANT FOOD : a o' BE MAINTAINED AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO A THE TERM 'PLANTING AREA' SHALL MEAN ALL AREAS TO BE PLANTED WITH INVENTORY SUCH MATERIAL, COMPARING THE TOTAL AREA AND/OR THE _ ¢a BE FURNISHED. SAMPLES MAY BE INCORPORATED INTO THE WORK TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED. AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, NITROGEN 3% MINIMUM O O o THE LANDSCAPE ARCHITECT MAY REQUIRE THE INSTALLATION OF ADDITIONAL PHOSPHORIC ACID 1% MINIMUM Z O D. A SAMPLE OF THE SOIL AMENDMENTS AND PROPOSED MULCH MATERIAL(S), B. ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED OR REQUIRE POTASH 3% MINIMUM o ? INCLUDING MANUFACTURER OR SUPPLIER CERTIFICATE OR INVOICE, SHALL BE WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH THAT THE CONTRACTOR PROVIDE CREDIT(S) TO THE OWNER. o 0Z DELIVERED TO THE LANDSCAPE ARCHITECT WITHIN THIRTY-FIVE (35) DAYS LOCALLY ACCEPTED HORTICULTURAL PRACTICE A MICRO-NUTRIENT FOLIAR SPRAY FOR PALM FRONDS IS RECOMMENDED TO Y ¢ AFTER RECORDING OF THE CONTRACT. PART 2 - PRODUCTS AVOID MICRO-NUTRIENT DEFICIENCIES. w N a C. ALL ROCK AND OTHER GROWTH OR DEBRIS ACCUMULATED DURING THE s ¢ " 104 GUARANTEES AND REPLACEMENTS: DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 2.01 SOIL AMENDMENT AND FERTILIZER: Z02 PLANTING BACKFILL U W a A SHRUBS, VINES AND GROUNDCOVERS SHALL BE GUARANTEED TO REMAIN D. PRIOR TO EXCAVATION FOR PLANTING OR PLACING OF PLANT MATERIALS, A PROVIDE SINGLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIED A PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL aHEALTHY AND VIGOROUSLY GROWING FOR A PERIOD OF NINETY (90) DAYS LOCATE ALL UNDERGROUND IMPROVEMENTS, UTILITY LINES, ETC. AND TAKE REQUIREMENTS FOR TOPSOIL SOIL CONDITIONERS SHALL BE NONTOXIC TO AMENDMENTS AT THE FOLLOWING MIXTURE: a FROM DATE OF FINAL ACCEPTANCE OF MAINTENANCE PERIOD OF PROJECT. PROPER PRECAUTIONS TO AVOID DAMAGE. IN THE EVENT OF A CONFLICT PLANTS ¢ d BETWEEN SUCH LINES AND PLANT LOCATIONS, NOTIFY LANDSCAPE ARCHITECT SOIL CONDITIONER 1 PART B. TREES SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A AND RECEIVE DIRECTION PRIOR TO PROCEEDING. THE CONTRACTOR ASSUMES 1 COMPOSTED DERIVATIVES: GROUND BARK NITROLIZED SAWDUST, HUMUS, STOCK-PILED ON SITE SOIL 3 PARTS Approved PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE OF RESPONSIBILITY FOR MAKING REPAIRS FOR DAMAGES RESULTING FROM WORK OR OTHER WOOD GREEN WASTE MATERIAL FREE OF STONES, STICKS, AND IRON SULPHATE 2 LBS/PER CU. YD. OF MIX Electronically MAINTENANCE PERIOD OF PROJECT. AS HEREIN SPECIFIED. As a TIFF SOIL STABILIZED WITH NITROGEN AND HAVING THE FOLLOWING GYPSUM 10 LBS/PER CU. YD. OF MIX Mylars do not PROPERTIES: PRE-PLANT FERTILIZER 4 LBS/PER CU. YD. OF MIX Exist C. PLANTS FOUND TO BE DEAD OR NOT IN A VIGOROUS CONDITION WITHIN THE E GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED ONLY DURING MAINTENANCE AND GUARANTEE PERIODS SHALL BE REPLACED WITHIN THE PERIOD WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF Z PARTICLE SIZE: MINIMUM PERCENT BY WEIGHT PASSING: SOIL TO BE USED AS PLANTING MEDIUM FOR THE PROJECT SHALL BE FERTILE, FOURTEEN (14) DAYS AT CONTRACTORS EXPENSE THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT WELL-DRAINED, OF UNIFORM QUALITY, FREE OF STONES OVER 1 INCH WORKING IT WOULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING a NO. 4 MESH SCREEN 95 DIAMETER, STICKS, OILS, CHEMICALS, PLASTER, CONCRETE AND OTHER D. PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS h NO. 8 MESH SCREEN 80 DELETERIOUS MATERIALS. ON-SITE SOIL MAY BE STOCKPILED FOR RE-USE SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS PROVIDED IT MEETS ALL REQUIREMENTS. FERTILIZED AS ORIGINALLY SPECIFIED. THE EXPENSE OF ALL REPAIR WORK ON ARE LIKELY TO BE OBTAINED. 3. NITROGEN CONTENT: MINIMUM PERCENT BASED ON DRY WEIGHT: EXISTING IMPROVEMENTS DAMAGED DURING REPLACEMENT SHALL BE BORNE B. PLANTING BACKFILL FOR DATE PALMS BY THE CONTRACTOR. F. SCALED DIMENSIONS ARE APPROXIMATE BEFORE PROCEEDING WITH WORK a FIR SAWDUST 07 CAREFULLY CHECK AND VERIFY DIMENSIONS AND IMMEDIATELY INFORM THE U FIR OR PINE BARK 1.0 PURE, WASHED PLASTER SAND ONLY. DO NOT INCORPORATE FERTILIZER INTO z 105 QUALITY ASSURANCE: LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN THE DRAWINGS AND BACKFILL MIX APPLY POST-PLANTING FERTILIZER ONLY. 0 SPECIFICATIONS AND ACTUAL CONDITIONS. B. GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED GYPSUM rh A REVIEWS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE ARCHITECT (CASO, 2H 0) WITH MINIMUM 80% GRADE CONTAINING 14% MINIMUM COMBINED 2.03 PLANT MATERIALS: > OR LANDSCAPE INSPECTOR THE CONTRACTOR SHALL REQUEST REVIEW IN G QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, SULFUR WRITING A MINIMUM OF 48 HOURS IN ADVANCE, FOR THE FOLLOWING PARTS AND NOT GUARANTEED. CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT A NOMENCLATURE THE SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN OF WORK NUMBER TO FULFILL INTENT OF DRAWINGS. C. IRON SULPHATE: FERRIC OR FERROUS SULPHATE IN PELLETED OR GRANULAR SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN SUNSET WESTERN p FORM CONTAINING NOT LESS THEN 18 PERCENT METALLIC IRON. MATERIAL GARDEN BOOK ', PUBLISHED BY LANE PUBLISHING COMPANY, MENLO PARK 0 1. PRE-JOB MEETING TO INTRODUCE LANDSCAPE ARCHITECT, LANDSCAPE H. ADEQUATELY STAKE, BARRICADE, AND PROTECT IRRIGATION EQUIPMENT, SHALL CONFORM TO THE AGRICULTURAL CODE OF THE STATE OF CALIFORNIA CALIFORNIA, LATEST EDITION. SEE LIST OF PLANT MATERIAL ON DRAWINGS. INSPECTOR, CONTRACTOR, JOB PROJECT MANAGER AND JOB MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY DURING ALL SUPERINTENDENT AND TO DISCUSS THE PARTICULAR REQUIREMENTS OF PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS D. PRE-PLANT FERTILIZER FOR INCORPORATION WITH ROTOTILLING OR PLANT PIT B. QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG STOCK o A THE JOB. BACKFILL MIX SHALL BE OF A UNIFORM 'BEADED' HOMOGENEOUS GRANULAR THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASE, Z I. REJECTION AND SUBSTITUTION: PLANTS NOT CONFORMING TO THE COMPOSITION SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND INSECTS, INSECT EGGS, AND/OR EXCEED THE MEASUREMENTS SPECIFIED OR O R o 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY THE AMERICAN STANDARDS FOR NURSERY STOCK PINTO TAGS SHALL BE OBSERVATION SHALL BEGIN PRIOR TO AMENDMENTS BEING ROTOTILLED SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED WEIGHT OF PLANT F006. SUBMITTED TO THE LANDSCAPE ARCHITECT. a o INTO THE SOIL AMENDMENT MATERIALS SHALL BE DISTRIBUTED IN PILES AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND AROUND THE SITE IN QUANTITIES CORRESPONDING TO THE SOILS REPLACED WITH ACCEPTABLE PLANT MATERIALS THE PLANT MATERIALS NITROGEN 5% MINIMUM C. CONTAINER STOCK 0 GAL, 5 GAL, AND 15 GAL) SHALL HAVE GROWN IN ANALYSIS RECOMMENDATIONS 'PER 1,000 SO. FT .. INVOICES SHOWING SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. PLANTS PHOSPHORIC ACID 3% MINIMUM CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO Z w MATERIALS AND QUANTITIES PURCHASED SHALL BE AVAILABLE FOR SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND POTASH 1% MINIMUM CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH, w < U)REVIEW. CONDITION AS SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. IRON 1% WHEN TAKEN FROM THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON m 0 w UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIE, MANGANESE A5% SPECIAL APPROVAL NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS D z > 0 3. UPON COMPLETION OF GRADING PRIOR TO PLANTING REVIEW OF PLANT VARIETY, OR REDUCED SIZES FOR THOSE LISTED ON THE ACCOMPANYING ZINC .05% SHALL BE PLANTED AND NO SHRUBS, VINES OR GROUNDCOVERS SHALL BE z z 3 MATERIALS IS TO COINCIDE WITH THIS REVIEW. DRAWINGS, EXCEPT WITH THE EXPRESSED WRITTEN CONSENT OF THE HUMIC ACIDS (DERIVED FROM COMPOST) 15% PLANTED THAT ARE 'POT-BOUND' OR THAT HAVE DAMAGED ROOTS LANDSCAPE ARCHITECT. SOIL PENETRANT (ALKYL NAPHTHALENE SODIUM SULFONATE) 15% F N 0 00 4. WHEN TREES, SHRUBS AND VINES ARE SPOTTED IN PLACE FOR PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED. J. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE INSTALLATION AND e ED MAINTENANCE OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS 0 w 0 O PROJECT SHALL BE PAID FOR BY THE OWNER. w U X Z X z a w s � w 3 a w w w Z U z a o 126 LANDSCSA CAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK // _ 11/14/2017 cv Z o D C7A Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 — � � DATE LoII " "�� NOTE SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. Eb�b� SHEET No. N > o z �S �J JJ VVII ��SS WORK CONTAINED WITHIN THESE PLANS RNDSCAPf CIVIL IP# 050171 , 050172, 050173 O ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o e enu uooe °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH PS-1 a 0 N ~ Two WORKING ENCROACHMENT PERMIT AND/SRA ,�" x �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w ¢ DIAL GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042 N _ o N BEFORE OATS BEFORE s _ LANDSCAPE IMPROVEMENT PLANS - PHASE 2 U > U YOU DIG u YOU DIG slq,dw1 n 619-294-8484 0 me nwtelmdmn archAect si nk these msisr onsibk for assunn oneo14""'"/�mO ~ mM FAX 619-574-0626 SPRING MGUMNN fiCND. STOCKYARD ROAD AND SPRING STREET o z o i= p ce B PI B s sI2BIn PLANTING SPECIFICATIONS 66OF70 SHT ¢ U TOLL FREE 1-800-227-2600 the ocmmcymdauWtabRityol edesgn heron. In Neemla(diuepmdes �� mrI ?� LANDSCAPE a a [r A PUBLIC SERVICE BY arisngaNawntyapprovdmdumgcansh etkn,lhep6otelmdmopeichRed MARK BY DATE WPP. DATE tf OP CAA.AFOF ARCHITECTS SCALE' FOR: W.O. COUNTY L�] �J d ¢ d UNDERGROUND SERVICE ALERT shall be respmsde tm detaminkg m accWtuNesoldim and rensing the plans fa EN[7EQ1 TEN9N6 COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H' V: NB NONE COASTAL, Inc. FILE N0. 9VJ— lY o roMb the taunt . D. PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN E. TREE TIES SHALL BE AS STATED IN SECTION 2.08 ABOVE. E. TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO EROSION 13, FOR TREES 48' BOX SIZE AND GREATER GUY ALL TREES WITH THE a APPROVAL CONTROL MATERIALS, SPRINKLER HEADS, IRRIGATION LINES, AND OTHER MATERIALS SPECIFIED AND AS SHOWN ON THE DRAWINGS. a 210 TRIM GUARDS FOR TREES: UNDERGROUND UTILITIES DURING GRADING AND CONDITIONING OPERATIONS. a a E OBSERVATION OF PLANT MATERIALS, REQUIRED BY COUNTY AUTHORITIES, 14. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER > N SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHERE NECESSARY, A TRIM GUARDS SHALL BE MADE FROM QUALITY POLYETHYLENE WITH ULTRA F. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH AS TO INSURE THE PROPER AND HEALTHY GROWTH AND THE SAFETY OF C THE CONTRACTOR SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR VIOLET INHIBITORS AND RATCHETING LATCHING DEVICE ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND TOWARD THE PLANTS, PROPERTY, AND THE PUBLIC. TO DELIVERY OF PLANTS TO SITE. ROADWAYS, DRAINS AND CATCH BASINS. z y 211 ROOT BARRIERS FOR TREES: 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND - F. PLANTS SHALL BE SUBJECT TO OBSERVATION AND APPROVAL OR REJECTION, G FINAL GRADES SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT/OWNERS SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK A #UB-24-2 ROOT BARRIERS AS MANUFACTURED BY DEEP ROOT CORP. OR REPRESENTATIVE IN WRITING ON COMPANY LETTERHEAD PRIOR TO DIGGING OF THE TREES, SHRUBS, AND VINES FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED APPROVED EQUAL PLANTING PITS AND/OR BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO o PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. BEGIN. 16. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS, z r AND VINES WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED c0 G SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS PART 3 - EXECUTION H. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT STANDARD SHAPES, FORM AND/OR SIZES CHARACTERISTIC TO EACH U v ¢ SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL SURFACE SLOPE FOR POSITIVE DRAINAGE. PLANT. PRUNING MAY INCLUDE THINNING AND/OR CUTTING AND SHALL BE r w WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY 3.01 LEACHING, SOIL CONDITIONING ROTOTILLING AND FERTILIZING: UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT OR CERTIFIED o AND COST. 3.03 PLANTING ARBORIST. ¢ A DEEP WATER LEACHING: z H. QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS A THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF GROUNDCOVER 17. INSTALL TREE GUARDS ON ALL TREES WITHIN TURF AREAS. w a SHOWN ON DRAWINGS. 1. AFTER COMPLETE INSTALLATION AND TESTING OF THE IRRIGATION BEDS TO BE PLANTED SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT IN Do m N SYSTEM, ALL AREAS SHALL BE DEEP WATER LEACHED AND COMPACTED WRITING PRIOR TO DIGGING PLANT PITS FOR PLANTING. ALL SUCH LOCATIONS C. PLANTING GROUNDCOVERS: I. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO OBSERVE ROOT AND SETTLED BY CONTINUOUS APPLICATION OF IRRIGATION WATER UNTIL SHALL BE CHECKED BY THE CONTRACTOR FOR POSSIBLE INTERFERENCE WITH z z CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND THE SOIL HAS RECEIVED A MINIMUM OF 12' OF WATER EXISTING UNDERGROUND PIPING PRIOR TO EXCAVATION OF HOLES. IF 1 GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN THE DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS F N w DEFECTIVE SAMPLE 2. AFTER LEACHING OPERATION, SOIL SAMPLES SHALL BE TAKEN BY EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING MAY GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL m CONTRACTOR PER LANDSCAPE ARCHITECTS DIRECTION AND GIVEN TO BE SELECTED BY THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO TRANSPLANTING o m rn J. IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE, THE OWNERS SOIL LABORATORY FOR TESTING. SOIL TEST SHALL MEET THE OWNER. DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY 0 v zo WEATHER-PROOF LABELS ATTACHED SECURELY AT THE JOB SITE THERE THE FOLLOWING REQUIREMENTS: OF THE CONTRACTOR 2 ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND w U SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5 PLANTS IN A LOT. ROOTS IN STAGGERED ROW, EVENLY SPACED AT THE INTERVALS CALLED Es_ > ECE - MAXIMUM 3.0 B. PLANTING TREES, SHRUBS AND VINES: OUT ON THE DRAWINGS. ¢ z K GROUNDCOVER PLANTS SHALL BE HEALTHY VIGOROUS ROOTED CUTTINGS PH - MAXIMUM 750 GROWN IN FLATS UNTIL TRANSPLANTING - MINIMUM &00 1. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED 3. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO z SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON COVER ALL ROOTS. ¢ 2.04 HERBICIDE: 3. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF DRAWINGS HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO PERMIT THE COMMERCIAL FERTILIZER HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS 4. THE GROUNDCOVER PLANTING AREA SHALL BE HAND SMOOTHED AFTER ¢ a A WEED CONTACT SPRAY, POST EMERGENT, SYSTEMIC PRODUCT WITH NO SOIL OR ROOTS PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE _ w RESIDUAL ACTIVITY FORMULATED AS A WATER SOLUBLE LIQUID CONTAINING 4. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES 0 50% GLYPHOSATE AND 145% SURFACTANT WITH SURFLAN ADDITIVE NOT CAUSE EROSION OR BLUFFING OF SOILS. DO NOT UNDERTAKE 2. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL 3.04 HYDROSEEDING: z O LEACHING OPERATIONS IN EXPANSIVE SOILS. ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED 0 00 Z 2.05 RODENT REPELLENT: FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO A HYDROSEEDING SHALL BE APPLIED IN THE AREAS INDICATED ON THE O z 5. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY DRAWINGS IN ACCORDANCE WITH THE MIX SPECIFIED ON THE DRAWINGS. a A RODENT REPELLENT: REPELLENT X OR APPROVED EQUAL GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS AND TOPSOIL AND BROUGHT TO FINISH GRADE PRIOR TO DIGGING PLANTING BEDS. B. HYDROSEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED FOR THE ovl 2.06 HYDROSEED PITS APPLICATION OF FERTILIZER, SEED, AND SLURRY OF PREPARED WOOD PULP z > U S. EXCESS SOIL, GENERATED FROM THE PLANTING HOLES SHALL BE SPREAD OR FIBER WITH TACKIFIERS AS SPECIFIED ON THE DRAWINGS. THIS O i= A SEE DRAWINGS FOR HYDROSEED SCHEDULES. B. AFTER LEACHING OPERATIONS AND AFTER THE AREAS HAVE BEEN GRADED, EVENLY ON THE SITE WITHIN THE TOLERANCES INDICATED IN SECTION EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATING d a a FOLLOW THE SOIL PREPARATION CONFORMANCE PROCEDURES PER SECTION 3.02, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND HOMOGENEOUSLY MIX A Q a 2.07 MULCHING MATERIAL, 1.09. AFTER APPROVAL BY THE LANDSCAPE ARCHITECT OF THE REQUIREMENTS SLURRY CONTAINING 1,200 POUNDS OF MULCH AND SEED. THE SLURRY IN SECTION 1D9, THE SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL 4. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND Approved A MULCHING MATERIAL SHALL BE 3/8' - 1/2' DIA SCREENED FIR BARK OR BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY HERETOFORE SPECIFIED PLANT PIT FERTILIZER AND SOIL PLANTING SHALL PROVIDE EVEN DISTRIBUTION OF THE SLURRY. THE SLURRY TANK Electronically APPROVED EQUAL APPROVED IN WRITING, BY THE LANDSCAPE ARCHITECT. SCARIFIED TO AN AVERAGE DEPTH OF SIX (6) INCHES BY ROTOTILLING A BACKFILL PLACE PLANT PIT FERTILIZER AFTER TWO THIRDS OF BACKFILL SHALL HAVE A MINIMUM CAPACITY OF 1,350 GALLONS AND SHALL BE As a TIFF MINIMUM OF TWO (2) ALTERNATING PASSES: MATERIAL IS INSTALLED AT THE RATES SPECIFIED BY THE MANUFACTURER MOUNTED ON A TRAVELING UNIT, WHICH WILL PLACE THE SLURRY TANK AND Mylars do not 2.08 STAKING MATERIALS FOR TREES: AND SOILS REPORT. SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS TO BE Exist THE FOLLOWING MATERIALS AND QUANTITIES ARE TO BE USED AS A BASIS SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE. A DOUBLE STAKING (TRIPLE STAKING FOR HIGH WIND AREAS) FOR TREES FROM FOR BIDDING AND MAY BE MODIFIED BASED ON SOIL ANALYSIS RESULTS. 5. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS, WHICH HAVE BEEN UP TO 36' BOX SIZE HAND-TAMPED, AND WATER SETTLED TO THE ROOTBALL BASE LEVELS C. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE, SPRAY THE SOIL SOIL CONDITIONER: 4 CU. YD. PER 1,000 SQ. FT. PRIOR TO THE PLACEMENT OF THE PLANTS AFTER SETTING THE PLANTS, WITH A UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE APPLIED 1 STAKES SHALL BE OF LODGEPOLE PINE THESE SHALL BE STRAIGHT SOIL SULPHUR: 20 LBS/PER 1000 SO. FT. THE REMAINING BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO AS TO FALL LIKE RAIN SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS, IRON SULPHATE: 20 LBS/PER 1000 SO. FT. SETTLED AROUND EACH ROOTBALL TO FILL ALL VOIDS. ALLOWING THE WOOD FIBERS AND TACKIFIERS TO BUILD UPON EACH OTHER, OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES (3 GYPSUM: 100 LBS/PER 1,000 SQ. FT. UNTIL A COMPLETE, EVEN COVERAGE COAT IS ACHIEVED. INCHES IN HIGH WIND EXPOSURE AREAS), FREE OF LOOSE KNOTS, SPLITS PRE-PLANT FERTILIZER: 20 LBS/PER 1000 SO. FT. 6. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE HOLE OR BENDS STAKES SHALL BE NO LESS THAN EIGHT (8) FEET IN LENGTH. AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE D. HYDROSEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES 20-24 DAYS 1. FERTILIZER SHALL BE INCORPORATED INTO THE TOP SIX (6) INCHES OF PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOTBALL AFTER PLANTING OR UNTIL THE NEW GROWTH OF THE PLANTS ARE z B. TREE TIE MATERIALS SHALL BE ONE OF THE FOLLOWING: FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING SUFFICIENTLY WELL ESTABLISHED. O OPERATION. T ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLING THEY Ee 1 HOSE WIRES USED FOR STABILIZING TREES WITH STAKES, SHALL BE 12 BEAR THE SAME RELATIONSHIP TO THE SURROUNDING FINISH GRADE AS E HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND > GAUGE GALVANIZED WIRE WITH ULTRA-VIOLET RESISTANT PRECUT HOSES 2. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND THEY BORE TO THE SOIL LINE GRADE IN THE CONTAINER, UNLESS OTHER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING TO 10 %' AND WIRE PRECUT TO Zr OR 36' THE LENGTH NECESSARY PER INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS SHALL BE OTHERWISE NOTED. WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS R DETAILS. ACCEPTED BY THE LANDSCAPE ARCHITECT IN WRITING PRIOR TO DIGGING 6 C PLANTING PITS. FOR SLOPES 2:1 AND STEEPER, OR AS PER THE DRAWINGS, 8, NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, F. RE-HYDROSEEDING OF BARE AREAS SHALL BE DONE 30 DAYS AFTER INITIAL O 2 TWIST BRACES SHALL BE USED IN AREAS WITH HIGH WIND EXPOSURE, OMIT SOIL CONDITIONER APPLICATION AND ROTOTILLING. EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. APPLICATION AT NO ADDITIONAL COST TO THE OWNER. UTILIZING TWIST BRACE STABILITY BARS WITH THE FOLLOWING CRITERIA 0 3.02 FINISH GRADING 9. PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF 3A5 HERBICIDE APPLICATION: w 4 1/2' LOOP DIAMETER BY 24' LENGTH FOR 24' BOX TREES EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING N o 4 1/2' LOOP DIAMETER BY 36' LENGTH FOR 36' BOX TREES A FINISH GRADES SHALL BE AS INDICATED ON LANDSCAPE AND CIVIL DRAWINGS. A HERBICIDE OR PESTICIDE APPLICATIONS SHALL BE PERFORMED ONLY BY FT a z CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR A DECISION SHOULD 10 INSTALL SHRUBS AND VINES AS SHOWN ON THE DRAWINGS. PERSONNEL LICENSED FOR SUCH WORK BY THE STATE OF CALIFORNIA F ¢ 209 GUYING MATERIALS FOR TREES 48' BOX SIZE AND GREATER ANY DISCREPANCIES EXIST BETWEEN THE DRAWINGS AND SITE CONDITIONS. 11. FOR 1 GALLON TREES, UTILIZE PRE-INSTALLED NURSERY STAKES IF 3.06 RODENT REPELLENT: ¢ Elf n 0 A GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE B. FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER COMPACTED AND STAKES ARE IN GOOD CONDITION AS DESCRIBED ABOVE BROKEN o w SETTLED SURFACE GRADES AND SHALL BE WITHIN + 0.1 FOOT OF THE SPOT CRACKED AND/OR UNSECURED NURSERY STAKES WILL NOT BE ALLOWED. A ONCE PLANTS HAVE BEEN PLANTED AND WATERED IN, APPLY RODENT a B. ANCHORS (DEADMAN) FOR HOLDING GUY WIRES SHALL BE OF 4 INCH BY 4 ELEVATIONS AND GRADE LINES INDICATED. GRADES ADJACENT TO HARDSCAPE IF NEW STAKES ARE REQUIRED, INSTALL STAKES WITH MATERIALS AS REPELLENT FOR PLANTS INDICATED ON PLANT LEGENDS ON THE DRAWINGS m N 0 INCH (4' X 47 SOLID LUMBER, P-6' IN LENGTH, OR 'DUCKBIL STYLE ANCHOR SHALL BE WITHIN +/- .01 FEET OF THE GRADES INDICATED ON THE DRAWINGS. SPECIFIED AS SHOWN ON THE DRAWINGS. AROUND THE ENTIRE PERIMETER OF THE PLANTING AREA AT APPLICATION } o MATERIALS AS SHOWN ON THE DETAILS ON THE DRAWINGS RATES AND WITH METHODS AS SPECIFIED BY THE MANUFACTURER z Z \ C. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL 12 FOR TREES UP TO 36' BOX SIZE, INSTALL TREE STAKES WITH MATERIALS z 3 C. HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED RUBBER, USED CHANGES IN SLOPE SPECIFIED AND AS SHOWN ON THE DRAWINGS THE STAKES SHALL BE O O O OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH IN DIAMETER DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT F O ¢ m w D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR E m > D. WARNING INDICATORS, TO BE ATTACHED TO GUYS, SHALL BE OF 1/Y PVC PIPE RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL ROOTBALL TREE TIES SHALL BE FASTENED TO EACH STAKE BY TACKING ¢ z AND FOUR FEET LONG. BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE THE WIRE TIE TO THE STAKE. PROTECTIVE HOSES SHALL BE IN CONTACT U O O INITIATED. WITH ALL TREE TRUNK OR BRANCH AREAS PER THE DETAILS ON THE a z DRAWINGS. a w x � w 3 a w w w Z CJ ,J z a o F CSA 126 s LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK _ //� _ 11/14/2017 z O Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 1 %" DATE w 0 0 to Es_ NOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. eb�b� SHEET NO. D> O zNC7T WORK CONTAINED WITHIN THESE PLANS ODSCAPE CIVIL IP# 050171 , 050172, 050173 O � ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s emit °Ao COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH PS-2 a TWO WORKING ENCROACHMENT PERMIT AND/ORA ,�" 4 :, . 462 STEVENS AVENUE, STE. 107 w w w °IAL GRADING PERMIT HAS BEEN ISSUED. OPEN SPACE, BASIN, SIDEYARD AND SLOPE N BEFORE OATS BEFORE �/• u , SOLANA BEACH, CA 92075-2042 x s z _ - LANDSCAPE IMPROVEMENT PLANS - PHASE 2 c\a- O rau DIG You °ic 619-294-8484 0 me nwtelmd a¢hAect si nin Ihett msisr onsibk for assunn We pv0e"A'a30O � FAX 619-574-0626 SPRING MGUMPIN ROAD. STOCKYARD ROAD AND SPRING STREET o z O p supe q P q 's srzaln < PLANTING SPECIFICATIONS 67OF70 SHT ¢ [C U TOLL FREE 1-800-227-2600 the mamcymd ameptollsityol edesgn baton. In a emt of disuepmoes mr. �� LANDSCAPE d A PUBLIC SERVICE BY arisng aNa cmntyapproM or dmng mnsWclbn,Ihepriwtelmdmape ashitest WRN BY DATE IPPR. pAIE tf OP CAIrFOF ARCHITECTS SCALE: FOR: W.O. COUNTY �] �J�� d ¢ Il UNDERGROUND SERVICE ALERT skit be respmsNefa detemiinngm accWloMe solulim and reusing the plans for EN[7� 6NNp6 00UNTY CERT NO . 3781 , EXP 11 2017 DATE: H: V: KB NOUP consul, INC. FILE N0. 96J- 1 1 - o radb Ihecmnl . 3.07 MULCHING: h UNLESS NEW ISSUES ARISE BETWEEN WALK THROUGHS, ONLY THOSE SECTION 320533 PART 3 - EXECUTION 0- ITEMS AS INDICATED ON THE WALK THROUGH FOR SUBSTANTIAL LANDSCAPE MAINTENANCE 0- A LANDSCAPE AREAS OTHER THAN THOSE HYDROSEEDED OR PLANTED WITH COMPLETION PUNCH UST WILL BE ADDRESSED. THIS VISUAL WALK 3.01 MAINTENANCE REQUIREMENTS DURING THE NINETY (90) DAY MAINTENANCE ¢ TURF SHALL BE COVERED WITH THE SPECIFIED MULCHING MATERIAL TO THE THROUGH WILL CONSIST OF WALKING THROUGH THE PUNCH LIST PERIOD: w n MINIMUM DEPTH INDICATED ON THE DRAWINGS ITEMS CREATED AT THE TIME OF THE WALK THROUGH FOR PART 1 - GENERAL > o SUBSTANTIAL COMPLETION, AND EXAMINING OUTSTANDING ITEMS ANY A SHRUBS, AND VINES: 3.08 CLEAN-UP: REMAINING DEFICIENCIES IN THE CONSTRUCTION AND WORKMANSHIP 101 SUMMARY z y OF THE LANDSCAPE AS COMPARED TO THE PUNCH LIST GENERATED 1 THE CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION AND - A AS THE PROJECT PROGRESSES ON A DAILY BASIS, THE CONTRACTOR SHALL AT THE TIME OF THE WALK THROUGH FOR SUBSTANTIAL COMPLETION, A THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION MAINTENANCE OF ALL VEGETATION INCLUDED IN THESE SPECIFICATIONS MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS WILL BE AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE FOR THE DURATION OF THE MAINTENANCE PERIOD. DURING THE FIRST NECESSARY, REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING NOTED. DRAWINGS AND AS SPECIFIED. THE CONDITIONS OF THE CONTRACT AND TWO WEEKS OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL o WORK AND SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN CONDUCT A SURVEY OF ALL AREAS AND IDENTIFY BY QUANTITY, SPECIES, z r AREAS ADJACENT TO PLANTINGS. 3, ONCE THE FINAL WALK THROUGH IS COMPLETED AND ALL ITEMS CREATED AND LOCATION, ALL DEAD, DYING, AND DISEASED VEGETATION. THE o ON THE FINAL PUNCH LIST HAVE BEEN ADDRESSED, THE MAINTENANCE 102 RELATED REQUIREMENTS: CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING DYING AND U v ¢ 3.09 SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMPLETION: PERIOD MAY BEGIN. ANY ADDITIONAL WALK THROUGHS REQUIRED DUE TO DISEASED VEGETATION TO A HEALTHY STATE IN ACCORDANCE WITH CONTRACTORS' INABILITY TO ADDRESS ALL ISSUES ON THE PUNCH LISTS A SECTION 328400-R RECYCLED WATER IRRIGATION SYSTEM ACCEPTED HORTICULTURAL PRACTICE AND TREATMENT. THE ARCHITECT o A GENERAL OBSERVATION: THE LANDSCAPE ARCHITECT WILL VISIT THE DESCRIBED ABOVE WILL BE PROVIDED AT THE CONTRACTORS EXPENSE. B. SECTION 329300 LANDSCAPING AND/OR OWNERS REPRESENTATIVE WILL BE THE FINAL AUTHORITY IN ¢ CONSTRUCTION SITE AT INTERIM TIMES DURING THE CONSTRUCTION PROCESS DETERMINING WHICH VEGETATION IS CONSIDERED DEAD OR IRREPARABLY Z TO ACCESS CONSTRUCTION PROGRESS REGARDING INSTALLATION OF 3.10 MAINTENANCE PERIOD: 103 DEFINITIONS: DAMAGED. RESTORATION AND REPLACEMENT OF VEGETATION IS a LANDSCAPE MATERIAL TO BE IN COMPLIANCE WITH THE DRAWINGS, DETAILS, CONSIDERED ROUTINE MAINTENANCE AND SHALL BE ACCOMPLISHED AS Do N SPECIFICATIONS AND SITE CONDITIONS THE LANDSCAPE ARCHITECT WILL A THE MAINTENANCE PERIOD SHALL LAST FOR NINETY (90) DAYS AFTER A PESTICIDE: INCLUDES ANY OF THE FOLLOWING: OFTEN AS NECESSARY DURING THE MAINTENANCE PERIOD. VEGETATION w PREPARE A SITE REPORT AFTER EACH VISIT NOTING PROGRESS OF NOTIFICATION FROM THE LANDSCAPE ARCHITECT OF A SUCCESSFUL FINAL 1. FUMIGANT REPLACEMENT SHALL BE ACCOMPLISHED WITHIN 5 DAYS AFTER THE z z INSTALLATION, VERBAL COMMUNICATION WITH THE CONTRACTOR AND WALK THROUGH AND WILL BEGIN ONCE ALL ITEMS ON THE FINAL WALK 2. HERBICIDE CONTRACTOR DISCOVERS OR HAS BEEN NOTIFIED OF THE SITUATION. o r o IDENTIFYING ANY FIELD ADJUSTMENTS NECESSARY THAT REQUIRE THROUGH PUNCH LIST HAVE BEEN SATISFACTORILY ADDRESSED BY A 3. INSECTICIDE DISEASED OR DEAD VEGETATION SHALL BE REMOVED AND REPLACED F O w MODIFICATIONS TO THE DESIGNED LANDSCAPE A COPY OF THIS SITE REPORT WRITTEN STATEMENT INDICATING SUCH FROM THE LANDSCAPE ARCHITECT TO 4. FUNGICIDE WITH HEALTHY PLANTS OF THE SAME SPECIES ALL REPLACEMENT PLANTS Ao w WILL BE DELIVERED TO BOTH THE OWNER AND THE CONTRACTOR. THE THE OWNER 5. RODENT REPELLENTS MUST BE APPROVED BY THE ARCHITECT AND/OR OWNERS rn CONTRACTOR IS RESPONSIBLE TO IMMEDIATELY ADDRESS EACH ITEM ON THE REPRESENTATIVE BEFORE PLANTING. V v p SITE REPORT BEFORE PROCEEDING WITH FURTHER CONSTRUCTION. 2 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND FOLLOWING ANY C. PLANTING BED: AN AREA COMPRISED OF TREES, SHRUBS, FLOWERS, AND w MAINTENANCE MANUALS CREATED SPECIFICALLY FOR THE PROJECT FROM GROUND COVER, EXCLUDING GRASS. 2 PLANTING BEDS SHALL BE CULTIVATED, PRUNED, TRIMMED, WEEDED, a B. WALK THROUGH FOR SUBSTANTIAL COMPLETION (PUNCH LIST 0. THE OWNER AT THE BEGINNING OF THE MAINTENANCE PERIOD. IRRIGATED, FERTILIZED, MULCHED, AND OTHERWISE MAINTAINED IN A = z0 104 DELIVERY, STORAGE AND HANDLING OF MATERIALS FOR PERMENANTLY MANNER THAT PRESENTS A PROFESSIONALLY LANDSCAPED APPEARANCE r- r 1 BEFORE REQUESTING A WALK THROUGH FOR SUBSTANTIAL COMPLETION 3. ONCE THE CONTRACTOR HAS FULFILLED ALL MAINTENANCE AGREEMENT IRRIGATED AND TEMPORARILY IRRIGATED SLOPES AND FLAT AREAS: AT ALL TIMES. PLANT BEDS SHALL BE KEPT WEED, GOPHER, SQUIRREL, U 3 z THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED: OBLIGATIONS THE MAINTENANCE PERIOD WILL END SEE SECTION 320533 RABBIT AND PEST FREE GROUND COVER SHALL NOT BE ALLOWED TO \ w w A FERTILIZER, GYPSUM, AND IRON SULPHATE DELIVER TO THE SITE IN ORIGINAL ¢ O LANDSCAPE MAINTENANCE, FOR MAINTENANCE RESPONSIBILITIES. GROW INTO FLOWERS, SHRUBS OR TREES. PLANTING BEDS SHALL BE z a THE ENTIRE PLANTING AREA IS COMPLETELY INSTALLED, AND WHEN CONTAINERS BEARING MANUFACTURERS CHEMICAL ANALYSIS, NAME, TRADE MAINTAINED IN A MANNER THAT PROVIDES BALANCE BETWEEN THE r- ¢ ¢ LETTERS OF ACCEPTANCE AS DESCRIBED ABOVE HAVE BEEN NAME, OR TRADEMARK AND INDICATION OF CONFORMANCE TO STATE AND VARIOUS TYPES OF VEGETATION, AND PREVENTS DOMINANCE OF ANY ONE N o o OBTAINED FROM THE LANDSCAPE ARCHITECT AND/OR OWNERS END OF SECTION 329300 FEDERAL LAWS INSTEAD OF CONTAINERS, FERTILIZER, AND GYPSUM MAY BE SPECIES THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A MINIMUM O REPRESENTATIVE IF THE CONTRACTOR FAILED TO NOTIFY THE FURNISHED IN BULK WITH A CERTIFICATE INDICATING THE ABOVE OF THREE-INCH LAYER OF MULCH IN ALL PLANTING BEDS WITH A SLOPE zo z LANDSCAPE ARCHITECT FOR ANY OF THE ABOVE ITEMS AS LISTED INFORMATION. GRADIENT OF 3:1 OR LESS. THE CONTRACTOR SHALL PROVIDE FOR THE > U Z ABOVE THAN THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR SPECIAL NEEDS OF VARIOUS SPECIES. DISEASED OR DEAD VEGETATION U O z ANY DESIGN MODIFICATIONS DIRECTED BY THE LANDSCAPE B. PESTICIDES: DELIVER TO THE SITE IN ORIGINAL CONTAINERS WITH LEGIBLE SHALL BE REMOVED AND REPLACED WITH HEALTHY PLANTS OF THE SAME a ARCHITECT DURING THE WALK THROUGH FOR SUBSTANTIAL LABEL INDICATING ENVIRONMENTAL PROTECTION AGENCY (EPA) REGISTRATION SPECIES U ¢ a COMPLETION ANY OF THESE ISSUES AT NO ADDITIONAL COST TO THE NUMBER AND MANUFACTURERS REGISTERED USES o w OWNER. 3. THE CONTRACTOR SHALL NOT USE STEEL BOW TYPE RAKES OR z > U 105 STORAGE FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED EQUIPMENT OF SIMILAR DESIGN TO CLEAN PLANT BEDS. LIGHTWEIGHT O a ALL INVOICES, PINTO TAGS AND RECEIPTS HAVE BEEN DELIVERED TO SLOPES AND FLAT AREAS FAN RAKES OR VACUUM EQUIPMENT MAY BE USED. THE CONTRACTOR a a a THE LANDSCAPE ARCHITECT AND/OR OWNERS REPRESENTATIVE. SHALL MAINTAIN THE SOIL LEVEL IN THE PLANT BEDS, AND ENSURE ALL a a A FERTILIZER, GYPSUM, IRON SULPHATE, AND MULCH: STORE IN DRY LOCATIONS SURFACE ROOT SYSTEMS AND IRRIGATION PIPING ARE COVERED AS 2 ONCE THE ABOVE REQUIREMENTS HAVE BEEN MET A WALK THROUGH FOR AWAY FROM CONTAMINANTS. REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE Approved SUBSTANTIAL COMPLETION MAY BE REQUESTED. THE FOLLOWING CAUSED BY CONTRACTOR OPERATIONS AT NO ADDITIONAL COST TO THE Electronically PROCEDURES WILL BE USED DURING THE WALK THROUGH: B. PESTICIDES DO NOT STORE WITH OTHER MAINTENANCE MATERIAL STORE OWNER. As a TIFF HERBICIDES `DOWNWIND; RELATIVE TO THE AIRFLOW FROM OTHER Mylars do not a CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH PESTICIDES. 4. SHRUBS AND VINES SHALL BE TRIMMED PRUNED, IRRIGATED, FERTILIZED Exist RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK TO PRESENT A HEALTHY AND MANICURED APPEARANCE. SHRUBS AND THROUGH. 106 HANDLING FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED VINES WILL NOT BE ALLOWED TO ENCROACH INTO GRASS AREAS. A SLOPES AND FLAT AREAS DEFINITE BREAK SHALL BE MAINTAINED BETWEEN GRASS AND SHRUB b. A VISUAL WALK THROUGH OF THE ENTIRE SITE WILL TAKE PLACE AREAS. IN SUCH AREAS THE CONTRACTOR SHALL MAINTAIN A HEALTHY CONSISTING OF AN EXAMINATION OF PLANTING AREAS AS COMPARED A DO NOT DROP OR DUMP MATERIALS FROM VEHICLES. AND WELL-BALANCED LANDSCAPE TO THE DRAWINGS, AND INSTALLATION PROCEDURES AS SHOWN ON THE DETAILS AND SPECIFICATIONS A PUNCH LIST WILL BE S. ALL SHRUBS, VINES, AND OTHER CULTIVATED PLANTS SHALL BE TRIMMED ESTABLISHED OF DEFICIENCIES IN THE CONSTRUCTION AND PART 2 - PRODUCTS AND PRUNED ACCORDING TO THEIR NATURAL GROWTH CHARACTERISTICS WORKMANSHIP OF THE LANDSCAPED AREA AS COMPARED TO THE FOR PROPER HEALTH AND ATTRACTIVE APPEARANCE ALL CLIPPINGS CONSTRUCTION DRAWINGS, DETAILS AND SPECIFICATIONS 201 PH ADJUSTERS: SHALL BE REMOVED AND DISPOSED OF BY THE END OF EACH DAY. z PRUNING SHALL BE ACCOMPLISHED AS NECESSARY IN ACCORDANCE WITH 0 3. ONCE THE WALK THROUGH FOR SUBSTANTIAL COMPLETION HAS BEEN A SEE SPECIFICATION SECTION: 329300 LANDSCAPING CONDITIONS (A) THROUGH (D) SPECIFIED BELOW. SHRUBS AND VINES COMPLETED THE LANDSCAPE ARCHITECT WILL PROVIDE A COPY OF ALL SHALL BE TRIMMED TO SHAPE FOR AESTHETIC APPEARANCE AND HEALTH > un PUNCH LIST ITEMS TO THE OWNER FOR REVIEW AND DISTRIBUTION TO 202 SOIL CONDITIONERS: AT THE FREQUENCY SPECIFIED IN THIS SECTION. THE CONTRACTOR. IT IS THE CONTRACTORS RESPONSIBILITY TO REPAIR, ¢ REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH PRIOR TO REQUESTING A SEE SPECIFICATION SECTION: 329300 LANDSCAPING A REMOVE GROWTH IN FRONT OF WINDOWS, OVER ENTRANCE WAYS OR o C A FINAL WALK THROUGH. WALKS, AND ANY GROWTH WHICH WILL OBSTRUCT VISION AT STREET p 203 PLANTING BACKFILL' INTERSECTIONS. SHRUBS AROUND PERIMETER OF BUILDINGS SHALL BE C. FINAL WALK THROUGH: TRIMMED TO MAINTAIN NATURAL GROWTH CHARACTERISTICS. A SEE SPECIFICATION SECTION: 329300 LANDSCAPING n 1 BEFORE COMMENCEMENT OF A FINAL WALK THROUGH IS REQUESTED, B. REMOVE DEAD, DAMAGED OR DISEASED BRANCHES OR LIMBS AND N o EACH ITEM ON THE WALK THROUGH FOR SUBSTANTIAL COMPLETION 204 FERTILIZERS: CROSSING, RUBBING AND INTERFERING BRANCHES vl O z (PUNCH LIST #1) MUST BE THOROUGHLY SATISFIED, ADDRESSED, AND F ¢ RESOLVED BY THE CONTRACTOR. A SEE SPECIFICATION SECTION: 329300LANDSCAPING C. EVENLY FORM AND BALANCE THE SHRUB TO NATURAL GROWTH o CHARACTERISTICS HEDGES ARE TO BE TRIMMED TO MAINTAIN THEIR 2 ONCE THE ABOVE REQUIREMENT HAS BEEN MET A FINAL WALK THROUGH 205 WATER: NATURAL GROWTH CHARACTERISTICS AND NOT ALLOWED TO o w MAY BE REQUESTED. THE FOLLOWING PROCEDURES WILL BE USED: OBSTRUCT PEDESTRIAN WALKWAYS SHRUBS SHALL BE ALLOWED TO a A SEE SPECIFICATION SECTION: 329300 LANDSCAPING COMPLETELY FILL PLANTER BEDS. SHRUBS HEDGES AND VINES CID N a CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH SHALL NOT BE TRIMMED INTO ROUND, SQUARE AND OR GEOMETRIC > o RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK 206 PESTICIDES: SHAPES. SIDE GROWTH SHALL BE ALLOWED TO GROW UNLESS z z \ THROUGH. GROWTH IS IN FRONT OF WINDOWS, OVER ENTRANCE WAYS, STREETS, z 3 A SEE SPECIFICATION SECTION: 329300 LANDSCAPING z DRIVEWAYS, PARKING AREA OR WALKS, AND/OR ANY GROWTH WHICH o 00 WILL OBSTRUCT VISION AT STREET INTERSECTIONS. Cc a w e m D. REMOVE GROWTH AGAINST OR OVER STRUCTURES AND INTO ANY D ¢ z TYPE OF ELECTRICAL OR TELEPHONE LINES (LEAVE GROWTH ON 10 00 ,.I U BLOCK WALLS). I < 6. SHRUBS SHALL BE PRUNED TO EVENLY FORM AND BALANCE PLANT TO s NATURAL GROWTH CHARACTERISTICS SHOOTS, SUCKERS, AND ~ BRANCHES OF SHRUBS NOT CONFORMING TO DESIRED SHAPE AND SIZE w ww SHALL BE REMOVED. RETAIN TYPICAL GROWTH HABIT OF INDIVIDUAL z U 0 PLANTS WITH AS MUCH HEIGHT AND SPREAD AS IS PRACTICAL z ¢ p SHRUBS SHALL BE ALLOWED TO COMPLETELY FILL PLANTER BEDS CSA SLB :2LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,�Q _ 11/14/2017 cv z o D iI I�C7j /S0O WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 /' ^�i- DATE 00 D_ " �� NOTE: SEnL-LnNDSCAPE AeCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 LP. No. 170025 P.P. No. Eb�b� SHEET No.> o z �J JJ VVII ��SS WORK CONTAINED WITHIN THESE PLANS RNDSCAPf CIVIL IP# 050171 , 050172, 050173 U ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o e ?hl uooe °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH PS-3 a Y N ~ Two WORKING ENCROACHMENT PERMIT AND/pR A ,�" :, �� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE w ¢ GRADING PERMIT HAS BEEN ISSUED. S. SOLANA BEACH, CA 92075-2042NDAYS BEFORE LANDSCAPE IMPROVEMENT PANS — PHASE 2 > 0YOU DIG simm,.. — n 619-294-8484 0 me nwtelmdmn archAecl si nk these msisr onsibk for assunn oneo14""'"/�mO ~ mM FAX 619-574-0626 SPRING MJULAN TING STOCKYARD TIOOAD AND SPRING STREET o z o p ce B PI B s slzaln PLANTING SPECIFICATIONS 680F70 SHT ¢ U TOLL FREE 1-800-227-2600 the ocmmcymdasWtabRityol edesgn heron. In Neemla(diuepmdes mr. ?� LANDSCAPE a a [r A PUBLIC SERVICE BY misngaNs wnlyoppfod mduri,gcroshuckn,lhepnmtelmdmopsatl,ited MARK BY DATE WPP. DATE tf OP CAA.AFOF ARCHITECTS SCALE' FOR: W.O. COUNTY d ¢ d UNOERGAOUND SERVICE ALERT shall be respmsde Cr detaminkg m occWlubles WWII and rensing the plans fa NE7EEA TEN9g6 COUNTY CERT NO . 3781 , EXP 11 2017 DATE: H' V: NB NON[ coASTAL, Inc. FILE NO. 963-YY o rodb lhecmnty 7. ANY DEPRESSION OR MOUND AROUND THE BASE OF SHRUBS INTENDED TO 7. ALL PESTICIDES, INCLUDING HERBICIDES, INSECTICIDES, FUNGICIDES, ETC, Z IRRIGATION INCLUDES WATERING OF SHRUBS, VINES, TREES AND PLANTS F. FALLEN VEGETATION AND DEBRIS REMOVAL: a RETAIN WATER IN PLACE FOR PROPER IRRIGATION SHALL BE MAINTAINED SHALL BE APPLIED ONLY BY PERSONS HOLDING A VALID STATE LICENSE FOR BOTH PERMANENTLY IRRIGATED SLOPES AND FLAT AREAS CARE as IN GOOD CONDITION TO PERMIT THE MOST EFFICIENT APPLICATION OF FOR EACH CATEGORY OF PEST CONTROL WORK INVOLVED. ANY REQUIRED SHALL BE EXERCISED BY REGULATING THE TIME AND EQUIPMENT TO 1. THE CONTRACTOR SHALL POLICE THE ENTIRE PROJECT AREA INCLUDING ¢ WATER AND REDUCE WASTE. STATE, COUNTY, OR LOCAL PERMITS FOR POSSESSION, PROCUREMENT, OR PREVENT WASTING OF WATER. SPRINKLER HEADS SHALL BE ADJUSTED ALL PAVED AREAS, PLANTERS, LAWN AREAS, SIDEWALKS (INCLUDING wN USE OF ANY PESTICIDE SHALL BE OBTAINED AND COMPLIED WITH AT NO TO PREVENT WATER SPRAY ON BUILDINGS, SIDEWALKS, WALLS, COMMON AREA SIDEWALKS) AND TRASH ENCLOSURES AND COLLECT 0 6. DO NOT FERTILIZE NATIVE PLANT MATERIAL AS SHOWN ON THE PLANTING ADDITIONAL EXPENSE TO THE OWNER MONUMENTS AND ADJACENT HARDSCAPE IT SHALL BE THE FALLEN LEAVES, BRANCHES AND LIMBS REGARDLESS OF LENGTH OR LEGEND DURING THE MAINTENANCE PERIOD. CONTRACTORS RESPONSIBILITY TO APPLY ENOUGH WATER TO ASSURE DIAMETER DEAD VEGETATION, PAPER, TRASH, CIGARETTE BUTTS, GARBAGE, z y 8. ALL PESTICIDES SHALL BE PROCURED, TRANSPORTED, STORED, HANDLED, AND MAINTAIN THE HEALTH AND VIGOR OF ALL SHRUBS, TREES, AND ROCKS AND ANY AND ALL OTHER DEBRIS TO PREVENT UNSIGHTLY AND - B. TREES: AND APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURERS LABEL, PLANTED AREAS. IRRIGATION CONTROLLERS SHALL BE PROGRAMMED INORDINATE ACCUMULATIONS DURING NORMAL MAINTENANCE WORKING WHICH SHALL BE REGISTERED WITH THE ENVIRONMENTAL PROTECTION FOR NO IRRIGATION DURING PERIODS OF RAIN THAT EXCEED TWELVE HOURS SIDEWALKS SHALL BE SWEPT OR WASHED AS NECESSARY TO 1. TREE MAINTENANCE AND CARE IS CONSIDERED ROUTINE ON GOING AGENCY AND THE STATE OF CALIFORNIA THE CONTRACTOR SHALL HOURS OF RAINFALL IN ONE DAY OR DURING RAIN STORMS OF ONE DAY KEEP FREE OF TRASH AND GRAFFITL COLLECTED ITEMS SHALL BE MAINTENANCE AND SHALL BE ACCOMPLISHED AS SPECIFIED OR AS OFTEN COMPLY WITH THE REQUIREMENTS OF THE FEDERAL INSECTICIDE, OR MORE ONCE RAIN HAS SUBSIDED CONTROLLERS SHALL BE PROMPTLY REMOVED AND TAKEN TO A LEGAL DISPOSAL SITE z o o AS NECESSARY DURING THE MAINTENANCE PERIOD. TREE MAINTENANCE FUNGICIDE, AND RODENTICIDE ACT, 40 CFR 170-171, CCR TITLE 3, AND CCR REPROGRAMMED FOR IRRIGATION OPERATIONS. CONTROLLERS SHALL AND CARE INCLUDES, STAKING TREES, ADJUSTMENT OF TIES AND TITLE 8. ALL PESTICIDE CONTAINERS SHALL BE MANAGED IN ACCORDANCE ALSO BE CHECKED AND RESET IF NECESSARY AFTER POWER OUTAGES. G. REMOVAL OF DEAD ANIMALS: U e a SUPPORTS, REMOVAL OF STAKES, WATERING FERTILIZATION, PEST WITH THE REQUIREMENTS OF CCR TITLE 3, SECTION 6684 AND DISPOSED Tee w CONTROL, PRUNING, TURF CLEARANCE, MULCH CLEARANCE, REMOVAL OF OF IN ACCORDANCE WITH CCR TITLE 22 EACH PESTICIDE FORMULATION 3, THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT NECESSARY TO 1. REMOVAL AND LEGAL DISPOSAL OF ANIMAL CARCASSES ARE CONSIDERED o � BROKEN LIMBS AND BRANCHES TREE REMOVAUREPLACEMENT, AND FALL SHALL BE REGISTERED FOR USE UNDER THE PARTICULAR ENVIRONMENTAL PERFORM ALL IRRIGATION OPERATIONS FOR TEMPORARILY IRRIGATED A NORMAL MAINTENANCE TASK FOR THE DURATION OF THE MAINTENANCE ¢ CLEANUP. CONDITIONS UNDER WHICH IT WAS APPLIED. THE CONTRACTOR SHALL SLOPES, FLAT AREAS AND TREES WITHIN FUTURE PRIVATE LOTS THAT PERIOD. DEAD CARCASSES SHALL BE LEGALLY REMOVED IMMEDIATELY 0 z EXERCISE EXTREME CARE TO PREVENT ANY DAMAGE OR ILLEGAL REQUIRE MANUAL IRRIGATION, THE CONTRACTOR SHALL PROVIDE HOSES WHEN DISCOVERED BY THE CONTRACTOR w a 2. THE CONTRACTOR SHALL MAINTAIN AND/OR REPLACE TREE STAKING AND CONTAMINATION BY PESTICIDES TO VEGETATION WATER FISH, ANIMALS, AND IRRIGATION EQUIPMENT TO ADEQUATELY IRRIGATE THIS PLANT N GUYING AS NECESSARY AS SPECIFIED IN SECTION 329300 LANDSCAPING AND HUMANS THE CONTRACTOR SHALL BE HELD RESPONSIBLE AND MATERIAL FOR THE DURATION OF THE MAINTENANCE PERIOD. IN THE H. EROSION CONTROL' z FOR THE DURATION OF THE MAINTENANCE PERIOD. STAKES, TIES AND LIABLE FOR ALL DAMAGE, CONTAMINATION, AND EFFECTS RESULTING FROM EVENT THAT AN AREA HAS NO WATER SUPPLY DUE TO A SYSTEM z SUPPORTS SHALL BE INSPECTED AND ADJUSTED MONTHLY TO PREVENT CONTRACTORS PESTICIDE USE. FAILURE, THE CONTRACTOR SHALL PROVIDE A SUPPLY BY EITHER HOSE 1. THE CONTRACTOR IS RESPONSIBLE FOR DAILY VISUAL INSPECTION OF o v o GIRDLING AND RUBBING AND TO PROMOTE NATURAL DEVELOPMENT OF OR TRUCK ALL VALVES AND VALVE BOX COVERS SHALL BE KEPT SLOPES AND IMMEDIATELY REPORTING AREAS EXPERIENCING EROSION TO w TREES STAKES, TIES, AND SUPPORTS SHALL BE REMOVED WHEN THE TREE 9. PESTICIDE SPRAYING SHALL BE PERFORMED ONLY ON STILL DAYS AND CLOSED AT ALL TIMES EXCEPT WHEN IN ACTUAL USE THE LANDSCAPE ARCHITECT AND/OR OWNERS REPRESENTATIVE ON THE Fm N BECOMES CAPABLE OF SUPPORTING ITSELF. WILL BE STOPPED WHEN UNFAVORABLE WEATHER OR OTHER CONDITIONS SAME DAY NOTICED. IF THE CONTRACTOR FAILS TO NOTIFY THE rn p ¢ z EXIST WHICH WOULD UNDULY INCREASE THE HAZARD TO PERSONNEL OR 4 IRRIGATION EQUIPMENT SHALL BE KEPT CLEAR OF ANY OBSTRUCTIONS LANDSCAPE ARCHITECT AND/OR OWNERS REPRESENTATIVE OF AREAS w U J o 3. TREES SHALL BE PRUNED ACCORDING TO THEIR NATURAL GROWTH DESIRABLE VEGETATION BY DRIFT, RUNOFF, OR LEACHING THROUGH THE INCLUDING PLANT MATERIAL DIRT OR OTHER DEBRIS SURROUNDING EXPERIENCING EROSION ON THE SAME DAY NOTICED, THEN THE a CHARACTERISTICS TO EVENLY FORM AND BALANCE THE TREE AND TO SOIL ANY PROJECT PROPERTY OR DESIRABLE VEGETATION DAMAGED BY SPRINKLER HEADS, WHICH PREVENTS PROPER OPERATION, SHALL BE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY EROSION a >l PROMOTE PROPER HEALTH AND GROWTH IN ACCORDANCE WITH ACCEPTED THE CONTRACTOR DUE TO PESTICIDE APPLICATIONS SHALL BE REPAIRED REMOVED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY CONTROL MEASURES AND/OR REPAIRS AS DIRECTED BY THE LANDSCAPE z STANDARDS AND HORTICULTURAL PRACTICES OF THE NATIONAL OR REPLACED AT NO ADDITIONAL COST TO THE OWNER DAMAGE TO PROJECT PROPERTY CAUSED BY CARELESS HANDLING OF ARCHITECT AND/OR OWNERS REPRESENTATIVE AT NO ADDITIONAL COST ABORICULTURE SOCIETY, OF THE WESTERN CHAPTER ALL TREE IRRIGATION EQUIPMENT INCLUDING SLOPE FAILURE AT NO ADDITIONAL TO THE OWNER 3 w MAINTENANCE MUST BE PERFORMED IN COMPLIANCE WITH ANSI Z133.1 10. PESTICIDE RINSE WATER OR EXCESS PESTICIDES FROM CONTRACTOR COST TO THE OWNER ¢ 0 :2 SAFETY STANDARDS. TREE PRUNING SHALL INCLUDE ALL AREAS OF THE OPERATIONS SHALL BE COLLECTED BY THE CONTRACTOR IN AN 2. UPON NOTIFICATION AND AGREEMENT OF THE APPLICABLE EROSION z PROJECT, WHICH ARE PERMANENTLY AND/OR TEMPORARILY IRRIGATED FOR APPROPRIATE RECEPTACLE AND DISPOSED OF AT AN APPROVED DISPOSAL 5. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND REPAIR CONTROL MEASURE BY THE LANDSCAPE ARCHITECT, THE OWNER AND ¢ THE DURATION OF THE MAINTENANCE PERIOD. ALL SUCKER GROWTH SITE, OR SHALL BE APPLIED TO A SIMILAR TARGET AREA TO WHICH THE OF ALL COMPONENTS OF THE IRRIGATION SYSTEM FOR THE DURATION OF THE CONTRACTOR THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATELY w SHALL BE REMOVED FROM AND AROUND THE TREES ALL TREES ARE TO ORIGINAL APPLICATION WAS MADE AND IN THE SAME MANNER OF THE MAINTENANCE PERIOD. THIS INCLUDES IRRIGATION EQUIPMENT ITEMS REPAIRING AND CORRECTING ANY PROGRESSIVE RILLING THAT MAY in BE INSPECTED MONTHLY TO IDENTIFY PRUNING NEEDS. PRUNING OR APPLICATION IF ALLOWED BY THE EPA REGISTERED LABEL AS SHOWN ON THE ORIGINAL IRRIGATION DRAWINGS. MAINTENANCE AND OCCUR. w zo z TRIMMING SHALL BE ACCOMPLISHED AT ANY TIME DURING THE REPAIRS OF IRRIGATION EQUIPMENT DURING THE MAINTENANCE PERIOD o z MAINTENANCE PERIOD AS REQUIRED IN ACCORDANCE WITH CONDITIONS (F) it JOB SITE PESTICIDE APPLICATIONS SHALL BE MADE BY PERSONNEL SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER MAINTENANCE 3. EROSION CONTROL MEASURES MAY INCLUDE BUT NOT BE LIMITED TO: o a THROUGH (H) BELOW: CAPABLE OF IDENTIFYING THE PEST SPECIES TO BE CONTROLLED, SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: a. FILLING KNOWLEDGEABLE OF CONTROL TECHNIQUES, AND ABLE TO APPLY b. RAKING s a a A REMOVE DEAD, DAMAGED OR DISEASED WOOD, OR STRUCTURALLY PESTICIDE ACTIVE INGREDIENTS AT PRESCRIBED DOSAGES AND RATES OF A REPAIR OR REPLACE BROKEN, MISSING, OR INOPERATIVE POP-UP a REDIRECTING RUNOFF O WEAK LIMBS THAT MAY CAUSE A SAFETY HAZARD. REMOVE APPLICATION, AS REQUIRED BY THE LABEL TO ACHIEVE THE REQUIRED SPRAY HEADS AND POP-UP ROTORS d. PROPERLY PROGRAMMING IRRIGATION OPERATIONS z > w 0 INTERFERING BRANCHES, CROSSING AND RUBBING BRANCHES. CONTROL UNDER JOB SITE CONDITIONS, WITHOUT DANGER TO PEOPLE, a REPLANTING PETS OR OTHER NON-TARGET ANIMALS, PLANTS, OR PROPERTY. B. REPAIR OR REPLACE DEFECTIVE SPRINKLER HEAD RISERS, ROTORS ON 1. PROVIDING ADDITIONAL EROSION CONTROL MATERIALS SUCH AS: d a a B. REMOVE BRANCHES WHICH ENDANGER ROOFS, EAVES, AND WINDOWS RISERS, FITTINGS, SWING ARMS AND BREAKS IN PIPING. ADJUST AND 1) JUT MATTING ¢ a OR HANG WITHIN EIGHT FEET OF SIDEWALKS, PARKING LOT DRIVEWAYS, 12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A SPILL KIT ON ALIGN RISERS. REPAIRS SHALL INCLUDE ALL FITTINGS AS SPECIFIED 2) FILTER FABRIC AND WHICH OBSTRUCT TRAFFIC SIGNS OR STREETLIGHTS. THIS SERVICE VEHICLES AND FOR REPORTING AND CLEANING PESTICIDE SPILLS IN THE ORIGINAL IRRIGATION DRAWINGS. 3) HAY BALES Approved INCLUDES REMOVAL OF DEAD OR BROKEN BRANCHES ON THE AS REQUIRED BY STATE LAWS AND REGULATIONS. THE CONTRACTOR 4) HAY ROLLS Electronically GROUND OR STILL HANGING IN THE TREE. SHALL SUBMIT A WRITTEN REPORT OF SPILLS ON OR IN PROJECT C. CLEAN AND ADJUST POP-UP SPRAYHEADS, POP-UP ROTORS, 5) SILT FENCING As a TIFF PROPERTY, WITHIN 8 HOURS OF INCIDENT TO THE OWNER ON COMPANY SPRINKLER HEAD RISERS AND ROTORS ON RISERS AND THEIR GEARS 6) SAND BAGS Mylars do not C. PROVIDE CLEARANCE FOR BUSES, MOVING VANS AND SIMILAR LETTERHEAD. AND/OR MECHANISMS, CHECK AND ADJUST FOR PROPER COVERAGE 7) AND/OR OTHER EROSION CONTROL ITEMS AS REQUIRED TO Exist VEHICLES ALONG STREETS. MAINTAIN HEALTHY PLANT MATERIAL AND STABLE SLOPES. D. REMOVE DIRT AND DEBRIS FROM AROUND POP-UP SPRAY HEADS AND D. ELIMINATE AND PREVENT GROWTH INTO ELECTRICAL OR TELEPHONE D. IRRIGATION AND IRRIGATION SYSTEM MAINTENANCE POP-UP ROTORS 4. ADDITIONAL EROSION CONTROL MEASURES REQUIRED DUE TO IRRIGATION TRANSMISSION LINES ANTICIPATE THE EFFECTS OF WIND ON OPERATIONS PROGRAMMED BY THE CONTRACTOR THAT DID NOT TAKE BRANCHES, WHICH MIGHT FALL ON TRANSMISSION LINES. SHAPE THE 1 THE CONTRACTOR SHALL PLAN AND ADJUST IRRIGATION SCHEDULES FOR E REPAIR OR REPLACE DEFECTIVE OR MALFUNCTIONING CONTROL INTO ACCOUNT CYCLE AND SOAK FUNCTIONS OF THE CONTROLLER WILL ENTIRE TREE RATHER THAN NOTCH THE TOP. AUTOMATIC, HAND OR PORTABLE IRRIGATION SYSTEMS BASED ON MINIMAL VALVES (ELECTRIC AND/OR MANUAL) FLOW SENSORS AND MASTER BE INSTALLED AND/OR REPAIRED AS DIRECTED BY THE LANDSCAPE WATER REQUIREMENTS WITH THE FOLLOWING CONSIDERATIONS: VALVES CLEAN AND SERVICE VALVES THE CONTRACTOR SHALL ARCHITECT AND/OR OWNERS REPRESENTATIVE AT NO ADDITIONAL COST E PREVENT GROWTH OF TREES IN FRONT OF WINDOWS, OVER a THE PRECIPITATION RATES OF IRRIGATION COMPONENTS REPLACE ANY DAMAGED OR MISSING VALVE BOXES OR VALVE LIDS. TO THE OWNER ENTRANCEWAYS AND WALKWAYS AND WHICH WILL OBSTRUCT VISION b. SOIL WATER INFILTRATION RATE AND HOLDING CAPACITY VALVE BOX LIDS SHALL BE KEPT IN PLACE AT ALL TIMES. AT STREET INTERSECTIONS. a EXPOSURE BARRICADES SHALL BE PLACED OVER ANY VALVE BOXES WITH I. FREQUENCY OF MAINTENANCE OPERATIONS: z d. PLANT MATERIAL MISSING LIDS UNTIL REPLACED. VALVE BOXES SHALL BE KEPT LEVEL F. REMOVE PARTIALLY ATTACHED BROKEN LIMBS AND BRANCHES FROM a SITE CLIMATE CONDITIONS WITH EXISTING GRADE AS SHOWN ON THE DRAWINGS TASK FREQUENCY: TREES REGARDLESS OF DIAMETER OR LENGTH. PROVIDE STAKES OR f. ET (EVAPOTRANSPIRATION) RATE SHRUB AND VINE RESTORATION AND REPLACEMENT: AS REQUIRED > 00 BRACES AS REQUIRED FOR FUTURE PROTECTION. g. SLOPE F. MAINTAIN, SERVICE, REPAIR OR REPLACE CENTRAL CONTROLLER WEEDING: DAILY C3 SYSTEMS AS SPECIFIED BY THE PRODUCT MANUFACTURER. PRUNING AS REQUIRED G SKIRTING-UP' AND 'POLLARDING' A TREE IS PROHIBITED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ADJUST TREE REPLACEMENT: AS REQUIRED O CONTROLLERS AND/OR HAND/PORTABLE IRRIGATION APPLICATION TO G. SYSTEM REPAIRS AND REPLACEMENT SHALL BE ACCOMPLISHED WITH TREE STAKING: AS REQUIRED O L TOPPING OF TREES IS PROHIBITED. COMPENSATE FOR WEEKLY ENVIRONMENTAL CHANGES FOR THE DURATION NEW PARTS AND EQUIPMENT THAT ARE IDENTICAL TO EXISTING PESTICIDE APPLICATIONS: AS REQUIRED OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PERFORM DEBRIS REMOVAL & DISPOSAL AS REQUIRED o n C. WEEDS, RODENT AND PEST CONTROL: IRRIGATION IN A MANNER THAT PROMOTES THE HEALTH, GROWTH, COLOR H. THE CONTRACTOR IS RESPONSIBLE FOR REQUIRED IRRIGATION BY IRRIGATION SYSTEM MAINTENANCE AS REQUIRED AND APPEARANCE OF CULTIVATED VEGETATION WHILE PREVENTING OVER ANY MEANS DURING THE PERIODS OF SYSTEM BREAKDOWN. FERTILIZER APPLICATION: AS REQUIRED N o 1. WEED AND PEST CONTROL SHALL BE PERFORMED TO PREVENT WATERING, WATER RUN-OFF, EROSION AND PONDING FALLEN VEGETATION AND DEBRIS REMOVAL TWICE WEEKLY Fn O z ENCROACHMENT OF UNDESIRABLE VEGETATION AND NOXIOUS WEEDS, AND E FERTILIZER APPLICATION DURING THE MAINTENANCE PERIOD: REMOVAL OF DEAD ANIMALS: AS REQUIRED w a INFESTATION OF PEST (RODENT, INSECT AND FUNGUS) INTO ESTABLISHED a o LANDSCAPES, INCLUDING LAWNS AND AROUND TREES, SHRUBS, FLOWER 1 APPLY FERTILIZER IN A MANNER THAT PROMOTES HEALTH, GROWTH, RE-MULCHING (MAINTAINED AT 3 INCHES): AS REQUIRED w Elf BEDS, ETC. NOXIOUS WEEDS IN LANDSCAPED AND NATURAL GROWTH COLOR AND APPEARANCE OF CULTIVATED VEGETATION AT APPLICATIONS EROSION CONTROL' AS REQUIRED o w AREAS, PLANT BEDS AND LANDSCAPED AREAS SHALL NOT BE ALLOWED TO RATES DESCRIBED IN SECTIONS 329300 LANDSCAPING AND 329200 TURF J. AT THE END OF THE NINETY (90) DAY MAINTENANCE PERIOD, THE Z ESTABLISH THEMSELVES AND BE MAINTAINED WEED FREE ADDITIONALLY, FOR THE DURATION OF THE MAINTENANCE PERIOD. CONTRACTOR SHALL REQUEST A POST-MAINTENANCE WALK THROUGH WITH m N LL WEED CONTROL IS TO BE PERFORMED TO ELIMINATE GRASS AND WEEDS THE LANDSCAPE ARCHITECT PRIOR TO REQUESTING THIS WALK THROUGH > 0 IN CRACKS AND JOINTS ON ALL PAVED AND CONCRETED AREAS. WEED THE FOLLOWING REQUIREMENTS MUST BE ENTIRELY SATISFIED z \ CONTROL IS TO BE PERFORMED TO PREVENT THE ENCROACHMENT OF z �- VEGETATION INTO PERIMETER FENCES AND FIRE BREAKS. RODENT CONTROL SHALL BE PERFORMED AS REQUIRED TO MAINTAIN HEALTHY 1. ANY OUTSTANDING MAINTENANCE ITEMS THAT WERE PREVIOUSLY 0 0 a 0 DIRECTED TO BE COMPLETED BY THE RESTORATION SPECIALIST. ¢ a w , VIGOROUS PLANT GROWTH. LIVE OR DEAD RODENTS SHALL BE REMOVED 0 ED WITHIN 24 HOURS FROM THE PROJECT PROPERTY AND PROPERLY 0DISPOSED OF. TREES, SHRUBS, TURF AND VEGETATION SHALL BE L) O L) PROTECTED FROM ALL VARIETIES OF INSECT AND RODENT DAMAGE. w � a z PESTICIDES MAY BE USED TO CONTROL PESTS PESTICIDES AND ¢ HERBICIDES SHALL BE USED IN A MANNER WHICH WILL NOT AFFECT x LANDSCAPE PLANTS HEALTH. w 3 a w ww Z U ,J z a o CSA 126 s LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORKi/p // _ 11/14/2017 z 0 Q WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 1 ` _ DATE ,^o w 0 0 Et_ TNOTE: SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, -1 , -2 I.P. No. 170025 P.P. No. NOW SHEET NO. � > o z WORK CONTAINED WITHIN THESE PLANS ODSCAPE CIVIL IP# 050171 , 050172, 050173 O � ^'^'^^"^"^'^^^^"^'^'^ ^^'^'^^"^"^'^'^^^^"^^ SHALL NOT COMMENCE UNTIL AN �o s enu it °Ao COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH PS-4 a TWO WORKING ENCROACHMENT PERMIT AND/ORA ,�" 4 :, . 462 STEVENS AVENUE, STE. 107 w w w °IAL GRADING PERMIT HAS BEEN ISSUED. OPEN SPACE, BASIN, SIDEYARD AND SLOPE N BEFORE DAYS BEFORE �/• u , SOLANA BEACH, CA 92075-2042 x � , - LANDSCAPE IMPROVEMENT PLANS — PHASE 2 0 > O rau DIG You DIG smarm• - 619-294-8484 0 me nwtelmd a¢hAect si nin Ihett msisr Mnsibk for assunn a"e"10a`'"A'a30O FAX 619-574-0626 SPRING MGUMNN ROAD. STOCKYARD ROAD AND SPRING STT= o z o P p P p 's srza/n < PLANTING SPECIFICATIONS 690F70 SHT ¢ [C U TOLL FREE 1—BOO-227-2600 the mamcymd meptablity Ml edesgn hamn. In eemtoNewepmdes mr, �� LANDSCAPE d A PUBLIC SERVICE BY arisng aNa cmntyapproM wdmng mnsWclbn,the probe lmdmape ashitest WRN BY DATE IPPR. pAIE tf OP CAIrFOF ARCHITECTS SCALE: FOR: W.O. COUNTY c�' d ¢ d UNDERGROUND SERVICE ALERT skit be rby the efir detemiinngm MccWlahle sMlulim and reusing the plans fa EN[7� 9NNd6 00UNTy CERT NO . 3781 , EXP 1l 2017 DATE: H: V: KB NOME COASTAL, INC. FILE N0. 963_YY — M it be Ihecmnl . K. PRELIMINARY POST MAINTENANCE WALK THROUGH: ONCE THE ABOVE a REQUIREMENTS HAVE BEEN MET A PRELIMINARY POST MAINTENANCE WALK as THROUGH MAY BE SCHEDULED. AT THE PRELIMINARY POST MAINTENANCE WALK THROUGH, THE FOLLOWING PROCEDURES WILL BE USED > 0 1. CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIO COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH. z a � — 2. A VISUAL WALK THROUGH OF THE ENTIRE LANDSCAPE AREA WILL TAKE PLACE CONSISTING OF AN EXAMINATION OF PLANTING AREAS AND NOTING ANY REMAINING MAINTENANCE ITEMS TO BE COMPLETED. 0 z r 3. ONCE THE PRELIMINARY POST MAINTENANCE WALK THROUGH HAS BEEN U COMPLETED, THE LANDSCAPE ARCHITECT SHALL PREPARE A PUNCH LIST OF w e a OUTSTANDING ITEMS TO BE COMPLETED AND WILL PROVIDE A COPY OF THIS < r m LIST TO THE OWNER AND CONTRACTOR FOR REVIEW AND USE IT IS THE o CONTRACTORS RESPONSIBILITY TO REPAIR, REPLACE, AND ADJUST ALL ITEMS ON THE PUNCH LIST PRIOR TO REQUESTING A FINAL POST MAINTENANCE WALK m z THROUGH. w ¢ Do N L FINAL POST MAINTENANCE WALK THROUGH: BEFORE COMMENCEMENT OF A FINAL z POST MAINTENANCE WALK THROUGH, EACH ITEM ON THE PRELIMINARY POST z z MAINTENANCE WALK THROUGH PUNCH LIST MUST BE THOROUGHLY SATISFIED, p N 0 ADDRESSED, AND RESOLVED BY THE CONTRACTOR. ONCE THE ABOVE m U w REQUIREMENT HAS BEEN MET A FINAL POST MAINTENANCE WALK THROUGH MAY BE ¢ e w REQUESTED. AT THE FINAL POST MAINTENANCE WALK THROUGH, THE FOLLOWING Un 0 zPROCEDURES WILL BE USED w 1. CONTRACTOR MUST HAVE (2) TWO PERSONNEL AVAILABLE WITH RADIO a a � COMMUNICATION FOR THE ENTIRE LENGTH OF THE WALK THROUGH. z 2 ONLY THOSE ITEMS AS INDICATED ON THE PRELIMINARY POST MAINTENANCE U 3 z WALK THROUGH PUNCH LIST WILL BE ADDRESSED. THIS VISUAL WALK w w ¢ U THROUGH WILL CONSIST OF WALKING THROUGH THE PUNCH LIST ITEMS z CREATED AT THE TIME OF THE PRELIMINARY POST MAINTENANCE WALK < ¢a THROUGH, AND EXAMINING OUTSTANDING ITEMS. ANY REMAINING DEFICIENCIES _ ow wo IN THE MAINTENANCE OF THE WETLANDS MITIGATION WILL BE NOTED. 0 w zO 3. ONCE THE FINAL POST MAINTENANCE WALK THROUGH IS COMPLETED AND ANY > oU z OUTSTANDING ITEMS CREATED ON THE FINAL PUNCH LIST HAVE BEEN 0 O Z ADDRESSED THE MAINTENANCE PERIOD MAY END. ANY ADDITIONAL WALK U J THROUGHS REQUIRED DUE TO CONTRACTORS' INABILITY TO ADDRESS ALL i a a ISSUES ON THE PUNCH LISTS DESCRIBED ABOVE WILL BE PROVIDED AT THE O 0 W z > U CONTRACTORS EXPENSE. d 0 v END OF SECTION 320533 a a a � Approved Electronically As a TIFF Mylars do not Exist Z O M M EC Oi > 0 CC O o n z O N 0 n v z w ¢ < U ¢ o o U 0 Of z w w < m m rn w w � } O Z ~ Z 3 O N 00� ¢ m w � N m J In 0 ¢ Z 0 U O w U w a z a w s � U w 3 a J w w Z O 0 z a o CSA 126 LANDSCAPE & IRRIGATION = o a NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK ,gyp // _ 11/14/2017 U U o V O NOTE WITHIN THE ROAD RIGHT-OF-WAY ONLY. FOR CONSTRUCTION - 9/28/17 /' ^�- DATE to w U m II II C7j e �� SEAL-LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: TRACT 29598, —1 , —2 I.P. No. 170025 P.P. No. eb�b� SHEET NO. N> o z ��( WORK CONTAINED WITHIN THESE PLANS LANDSCAPE CIVIL IP# 050171 , 050172, 050173 O SHALL NOT COMMENCE UNTIL AN �o swill °90 COUNTY OF RIVERSIDE - SPRING MOUNTAIN RANCH PS-5 d ENCROACHMENT PERMIT AND/ORA ,�" o :, ,-,� 462 STEVENS AVENUE, STE. 107 OPEN SPACE, BASIN, SIDEYARD AND SLOPE J two wolmlxc GRADING PERMIT HAS BEEN ISSUED. O N BEFORE PAYS BEFORE S. SOLANA BEACH, CA 92075-2042 x LANDSCAPE IMPROVEMENT PLANS — PHASE 2 N U > Hou DIc YOU DIG s�mm.. 619-294-8484 0 &""°' 11 A17 FAX 619-574-0626 SPRING MGUMPIN RCWD. STOCKYARD RCWD AND SPRING STREET o z O IDe priwtelmdscnpe archAecl sgnkg these plmsis re�onsibk for assuring s yApgy17 PLANTING SPECIFICATIONS 70OF70 SHT ¢ [C U TOLL FREE I-800-227-2600 the ocumcy and ousptability of Me desgn hereon. ln a emt of disaepusies �� tANDBCAPE c d A PUBLIC SERVICE BY ormogaNs uuntyapproM or dung unsWdbn,the priwtelmduape arhited WRN BY pAff IPPR. DATE tf OF CAIYFOF ARCHITECTS SCALE: FOR: W.O. COUNTY `�' Il ¢ d UNDERGROUND SERVICE AIERf shop be respoodle lar detaminkg m occWtoxesoluhm and Hensing the plans for KNxp6 COUNTY CERT N0 . 3781 , EXP 11 2017 DATE: H: V' KB NOME coasuL, INC. FILE LA0. 963- 1 1 — o rodb the aunt . ENCKHR