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944x_ls (1) ,AMR i C,4N5 W I T�4 D I ,4 L i TJ ,5 NOT E 1. ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR 5ELOW MAXI MU ALLOWED LANDSCAPE MAINTENANCE DISTRICT PLANSBY THE AMERICANS W#7H DISABILITY ACT ACCESS GUIDE (A.D.AA _� IN ER To ALLOW FOR CONSTRUCTION TOLERANCES. iT IS T4•-#E CONTRACTORS ONSIBILITY TO FAM'ILIARiZE THEMSELVES WiTW A.DAA.G. AND IN THE EVENT THA DESIGN QUESTION FOR SHOULD ARiSE, OR A FIELD CONDITION PRESENT ITSELF THAT DIFFERENT THAN SHOWN ON THESE PLANS, WORK $WOULD CEASE ,SND T+�tE #N#EER BE NOT fFIED So THAT AN ACCEPTABLE SOLUTION CAN BE DETE�"tINE BARRXI I AMERICAN TMCT # 29114 2. THE CONTRACTOR IS ADVISED TO CAREFULLY' GIG ALL PI-#ASES OF WORK RELATING TO A.DA.A.G_ ACCESS FOR THIS PROJECT. E THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE, ANY CONS TION THAT EXCEEDS MAXIMUM OR MINIMUM' TENImATIVE PARCEL MAP DIMENSIONS AND SLOPES AS CALLS UT BY A.D.A.AG. ARE SUBJECT TO REJECTION NO . 30239 PARCEL 1 BY THE COUNTY AND MAY BE RED TO BE REMOVED AND REPLACED. 3. SINCE THE CiVIL ENG INEE : SURVEYOR CANNOT CONTROL THE EXACT METWODS OR MEANS USED BY 1 RAL CONTRACTOR OR THEIR SUB-CONTRACTOR DURING RIVERSIDE COUN I CAN GRADING AND C CTION OF THE PROJECT, THE CiVIL ENGINEER OR SURVEYOR ASSUMES NO ONSIBILiTY FOR FINAL ACCEPTANCE OF A.DAA.Gs. RELATED ITEMS 92008 OF THIS P GT Y B THE COUNTY, ANY OTHER. THO#SiTY OR OTHER AFFECTED PARTIES. A INC . - PRIE TLY DRIVEA�R�A R A PLIANCE WITH A.D.AA.G. CON$-TRUCTION iimQuiREMENTS WILL 13E THE SOLE CONTACT : RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THEIR SUB-GONTRACTORs. PHONE : (760)431 -0800 A KEITH L CAPE C IStFWCT I NOTES.- N.T.& THOMAS 5ROT{-11RS 2000 EDITION, PCx 899-D 1. The contractor t notify the Landscape Architect, (W9)131-1124, 48 hours prior to starting construction. 2. Upon the letion of tire rough grading the landscape contractor shall engage "The Soil and Plant Lab" or equal to perform soils samples t AT IOC tests for icultural suitability. All results shall be submitted to the Ower 4 Landscape Architect. Soll'am idment specifications shall be Q mod! " to reflect the recommendation set forth in the soils report. 0 f Q contractor shall be responsible for obtaining building d plumbing permits prior to commencing construction. �[ 4. The contractor shall receive all planting areas rough graded within one tenth of a,foot. BAER ROAC iTE 5. The contractor shall notify the architect if discrepancies exist between existing site conditions and plans. NDEX 6. The contractor i ;e uired to fully maintain all landscaped areas fora period of (30)da s after acceptance by t4� owner s representative TITLE 5�4T after which time the ower shall accept res onsibily of the continuous maintenance of t project, 1. No trees, shrubs or groundcover shall be planted until the finish grade is set and approved by the landscape architect or owner's L -2 I RR iC�AT i ON FL,4N representative. SKYVIEW ROAD _ TREE 4 GROUNDCO R PLe,4N 8. All ground cover areas shall be planted in a triangle pattern unless otherwise noted. S. All landscape construction shall meet or exceed County standards and guidelines. L- -4 5�fRU5 FLAN 10. The contractor shall take great care to protect existing site amenities during-the process of construction. Items not speciricallS identified for �- - I RR i G,4T i ON T,41 L& protection shall be protected in place. TW0Mft0N ROAD i1. The design show is diagrammatic, the contractor shall review the site conditions prior to bidding. RR i C ,4T I 0 T L�.� 12. The contractor shall be resoponsible for the clearing of the proposed work p �' - '�,4NT i DET,4 I L_,5 area, and relocation costs of all utilities. Permittee must inform coay t of 0 - i RR i TION 5P C I I C,4T i ONS construction schedule at least 48 hours prior to beginning of construction. Phone: (951) 955-6885 for parcel maps and tract maps MN` ON fWAD La -9 P NT 5PECiFICI4TiONS - 10iKU C-0UURFC14TiONS LEGAL- DESCRIPTION VALLEY NIDE INSFECTI N LIST TRACT_# 2c3114 1. Irrigation inspections: SECTION 32 a. Site inspections and notification time; TOLLN51-11P SOUTH RANGE 2IST I. Pre-construction conference 7 days BEING A PORTION OF PARCELS 1, 2, 3 ii. Pressure line installation and testing 48 hours iii. Controller installation 48 hours PARCEL MAP 30239 AS FiLED BEETS L-2, 3 t iv. Lateral Line and sprinkler installation 48 hours IN BOOK 202 PG.5-6 RECORDER IF RIVERSIDE COUNTY v. Coverage Test 48 hours vi. Final inspection 7 days SPECIFIC PLAN 284 PLANNING AREA 18 DEL y UNINCORPORATED AREA OF b. No field inspections will commence unless record drawings are current RIVERSIDE TEMECULA AREA and available for observation u on re uest b the Owner's representative. LOCATICN p q y SS ACREAGE: 4 �IAF CARO RE E 3 ASSESSOR PARCEL NO 401-240-02-f N_ _5_ 2. Planting Inspections: a. Request for inspections must have 48 hour notice in advance COUNTY OF RIVERSIDE NOTES: 8. Pipe sizes shall conform to those shown on on the plans and det No substitutions of smaller i Ti N "fi' p p pipe b. Contractor must be on site for all inspections IRRIGATION CO�tC � sizes shall be permitted, but substitutions of lar larger sizes ma be a rov. All damaged p A. ,A site Inspection shall be performed by the responsible p g y pp g and , c. Any work no t completed when inspector arrives ves which was requestednes ted for,refected pipe shall be removed from the site at the time of said rejection.architect to Certify compliance with the 1. The contractor shall n f.fyLandscapethe Arch tec the County Inspectors a minimum of 48hours 9. The contractor ll make t� fin l connection From the electrical source to troller. shall be billed to the contractor at the current Inspectors rate.approved Erosion Control-Landscape plan. Written prior to starting 10. ADV (anti-drain valve) units as shoran in the details are for i_a l ins a l l i- inspectionp g c t at on onl ma not be yp d. ,An work c 1certify that . . . . y y Completed without thout ora nova 1 sh a 1 l be remove Certification to the buildln Director shall yd exposed r g ppp ed, o 2. The design is diagrammatic onl . All pipin Sivas, backflow reventors, wiring, Shawn withinp . 5n g y p p p g required on all heads. Prior to installation the contractor shall verrf with the on site gra If there t` soils additives and amendments weed control, y g he �, replaced at the cost of the contractor paved areas are for design clarificati , and shall be Installed in !anter areas where ever is an elevationff r f 24 r p t 1 and installation of the I rr I a t i on p g y p di a encs o o more between the highest head and lowest head on a cyst lantin of the slopes e a p � • I� � possible. ADV's shall be installed per the data {. e. Contractor shall call for inspection for the following items: system complies with the approved Landscape Ian. � � pp p p 3. Do not wilifuli install the irr - ion system as shown on these drawings when it is obvious in the field I1. All sprinkler Dads shall be set perpendicular to finish rade unless otherwise specified. . . prior to y . . . p p� g and approved roved . Certification shall be submitted , pp p that obstructions, rade d ences or differences in area dimensions exist that might not have been 12. The contractor shall flush and adjust all rinkler heads and valves for o I. Fina) grading g g � sp a optimum coverage, __ g g Calling for final inspection. considered in the en ring. Such obstructions or differences shall be brought to the attention of i i. Weed abatement g g eliminating over spray onto walks, streets, walls, etc. t observation ! if installation .. l rt 5 a cehis notification is no performed in writing, _ (1J The landscape architect the Count s autho ad r representative. In the event t t e ormed w to the iii. Tree and shrub p yy � p g� 13. Pop-up spray heads shall be installed in all turf areas and landscape areas adjacent to walks and ub layout for an revisions necessary. _ requiring s to eplanting. a t r s scum full lilt o of hydroseed on areas p contr c o e ul responsib y y y drives. Install pop ups to tl� hei ht specified in the irri anon le end and details. iv. Tree a�ad shl°t�b; planting its . . � g g . . p � p . ,�. . . . liar themselves idifferences, - , 4. It is t es onsibli f ntractor to familiarize ize themse es w th all rade 1 18 contain a statement as to t o the co _ Certification shall also p y g14. The irrigation system shall be f�l1y automatic. Control valves shall be installed per details. Finish `grade prior to hydro seedin the rowin stock viability, whenever container locat of fixtures, utilities, signs, posts, poles, walls and paving. The contractor shall repair or v . Final Inspection g g i r ace all items damaged b their work The shall coordinate their work with other contractors (if an )grown plant material 1 Is installed.led, g y y y �C3LD ,��41�LI� � INDEMNIFICATION CLAUSE or the location and installation of pipe sleeves and laterals through walls , under roadways and under 3. Submittals: Slope planting grid irrgaticI systern,installatvn, certification by tl landscape pavin , etc. g CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY " J05 51TE CONDITIONS DURING arcnitect of record an fwiel verification b this e artmBrt Is required uited prior to 5. All irrigation on a i ant shall a installed as e r manufacturers recommendations and specifications. THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND a. All submitta l s all be submittedi tte d -within 1 5 days after receipt of executed building final inspection. Certification of Installation, If applicable, shall be Refer to specifications for additional information. PROPERTY, THAT THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO contract provided to the Department nt of Building and Safet� at least 24 hours In advance of a 6. All lateral, mainline pipingJand control wires under paving shall be installed in separate sleeves. NORMAL WOKING HOURS, AND THAT THE CONTRACTOR 614ALL DEFEND, INDEMNFY , AN D HOLE) b. Co ntractor shall 1 sub the following low ing Items but not limited to: request for field verification. The Erosion Control_Landsca a secur#t shall be Mainline sleeve size shall be a minimum of twice O2x the outside diameter f the to be sleeved. Control wire sleeves shall b of size for the required edn number fwites andsrpaving. Refer THE OWNER/DEVELOPER T+ COUNTY OF LOCAL JURISDICTION AN THE LANDSCAPE released upon filed ver.f.cation of Installation b� the Gradin division. ARCHITECT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH I Plant material - proof urchase with listed Ian. p THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING F- LIABILITY nurseries an ` PR E , E EP NG OR ARISING FROM SOLE d material i a( s i forapproval ( i i I .. ale 80 new), Existing n sleeves shall remain in place, if 1. All sleeves under roadwa s shall be Schad E c , RTy g p NEGLIGENCE OF THE OWNER/DEVELOPER, COUNTY OF LOCAL JUR15DICTION AND THE i i. All soil amendments VALLEY IDE RECREATION PI; ions are "r Il be sch. 80. Lateral line sleeves under paving shall be schedule extens a regal ed the pipe Sha p g LANDSCAPE ARCHITECT. * 40. All sleeves shall be P.Y.C. or as noted on plans. I i I. E3ark mulch & 'A K DISTRICT iv, Soils report DIAL TWO WORKING v. Labels for all herbicide: and fertiliz used BEFORE DAYS BEFORE ,4PPROX. 5OU,4R ,4 FOOTAGE OF 4R TO vi. 1-4ydro-seed mix YOU DIG YOU DIG DESAPPROVAL PROVAL BLOCK NOTE: APROVAL BY TRANSPORTATION MA iNTA i N D �l' VAL L �'-UU i D : TOLL FREE 1-800-422-41 FOR THE AREA WITHIN COUNTY ROAD ------------- 8 Date: A PUBLIC SERVICE BY RIGHT OF WAY ONLY. UNDERGROUND SERVICE AL.ER ' T COUNTY OF RIVERSIDE BENCHMARK: N0 s DEINFRASTRUCTURE—TRACT 291 14 1N- O. 0,3017$ BLA In .h!i � LOG TED 3.7 M! HWORK �Ap�mff HiN TiiE FES r�o LES NDRTH DF cin DF TiGUtSHEET NO. Q TRANSPORTATION DEP - T 0 IIT ' DEPARTMENT NOT G� � CDUN"IY OF> 4 RIVERSIDE. STAMPED "T-46-81ft-SET 1"7 A l LA D P �, N SCA EAR RiTE T RE 1T P 0 N C C U & SITE PLANNING ISSUED. l � F A - AND3t2 QCOtJNT 'HAS w � �.y APPROVED BY � ALUM. DISK IN CONC. CURB. FRt�/ THE IIVT. OF OF i VERSID 44-14C 60 4 taax a-% RANCHO CALIF. ROAD AN `9' .,, D FRONT STREET f.7 MILES NW ON ,. i T T 3 0 N. JOYS REE FRONT sTREEr c3 JEFFERSON AVENUE TO THE i P�IIVATE MDF SCHEDULE A R CO ONA A 92879 C , JEFFERSON w AND INCH HWY c� ESTER 7S , SI�.E FOR ASS Tom' ACCURACY AND ( '� RCE 33950 0 LANDSCAPE E 1 MPR OV _ EM i� T P i Z.o c� �s ;�� TY��, av THE . a/�/oa � � PHONE. (951) 737 1 124 FAX. (951) 737 6551 snLes NE v/v wlntcH�sr IAD {H 7s) ry A OF- SHOE"' Eta# DF DI CR ARIA A M COMM � � i • OVER THE SAMA GERTRUDIS CREEK, 55.3' ELY OF KHA M A. OTHU4N DATE ws APRRQM OR INC CONSTRUCY` i THE C 301 EAST COOK STREET SUITE B2 ENT€iRLiNE OF WINCHESTER Raab (Hid' 79) AT SE'LY CORTITLENO. CMS. BRIDGE OVER SANTA. GERTRUDlS C?EEK 4.5 N LY OF SLY XXXxX �tX ATE �L � RES�CMtE�.E FCR �� SIDE OF G AN Ami SOLVTVN AND 9T£OF ��- o''1 f OF �,r tom` SANTA MARIA, CA 93454 REEK C _ . THE PIANS Ftp ANAL BY TN€ Mac• 041E_ APPR. DA'>E PHONE: 805 348-1393 FAX: 951 737-6551 FOR. R E V i S 1 0 N S cDM DED, wi'ti Dew DATA Couffly BARRATT AMERICAN GDUNIY ( } ( } ELEVATION=1O97.1S3 FT DATE 6-i2-97 �C: FU N4 W' 00 S - O A. O , / I P O 6 1 O O 5. 9 P O O i 6 6. 5 P -- --- 1 �. 67. 0 p 5 P. E. E. 6 7 O N_ 91 - OI -AIS - - 2 - LA P o t1 4 z C: � OT - 46 O --O - - 47CLIG ca1 U soft /4 � _ - woo _ r '� 3 O ""' �. .... �' . . . . . . . :... . : M.. ... LIMIT O WORK .� � �' am � 3l4 I ' r r 3/4 \ \ R -FE:R'T-O FR, 29- 14j: :•:•:•:• :•: :•:•.- 1 u. t 4 \ :.. 3/4 34 / , I � � 34 � •.: .:-;�.• ©:Ik�RI�AT1OPd:PLA�15 . -•• .-- • : :.::•: _ / I / 3 4 1 1 /4 CD` t ;) i FOR _-- -- -. H.IS A 3 r 34 / 3 . . . . . . . . ... / 114 Q.-. . •. . :•.-.•: •-• ••••. .•.•. . • . \ / 4 c 3 4 �, / ti ... . . . . . . . . . . . . . . . . . . 3/4 / - / 4, r VIC 3j4° M 4 - _1 _ \ 1 i 3/4 °t ► 4 3 4' -11/4! 4' ' t I 1 4 / 3/4 \tea/ 3/4 ° 1 1/2 I c / I I I 1 1/ -„ .00000 � ' I 2 EXTEND MAINLINE FROM RAJ 40 s 2" _ -- „ _ 1 1/2' �- '-mac TRACT 29114-1 LMD 39 2 -- 33 a 77. Ift 28.47 2 �2„ 2. 3b 2' w 34 29.67 1 1/2° 38 w 29.76 1 1/2° 30.24 37 30.24 35 1 1/2" 1 1/2" 31.45 27.18 am sow son ,�„ 1 1/2" S W LOAD 1 1/2" woo sow MUM aft MAIN 14- MUM Man XMW "' "'� • .■. ...� .� OM TRACT BOUNDARY """ � � � �■ +� � � � � � r MM©�ORK --� REFER TO TRACT 29114- 1 LMD LANDSCAP w 1 FOR POINT OF CONNECTION AND TROLLER ORMATION ' IMIGATION LEO N 1TE1 11T-12-CY X041' BC�GtES NOTES (TYPICALh SYM.' NOZZLE MODEL CsPM RAD PSI 1)THE BACKFLOW PREVENTION FOR T IGATION SYSTEM 15 PROVIDED BY A V RAINBNRD MIR-5Q .10 30 REDUCED PRESSURE BACKFLOW TION DEVICE. 2)WHEN VERTICAL OBSTRUCTI (FIRE HYDRANTS,STREET LIGHTS, TREES,ETC.) V RAMIRO MPR-5H 20 5' 30 INTERFERE WITH THE SPRA TTERN OF THE SPRINKLER HEADS 50 A$ TO PREVENT RAMIRO MFR-8Q26 8' 30 PROPER COVERAGE, CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER VALVE 3� FLOW 31 .45 RAIN51RD MPR-8H 52 8 30 SYSTEM BY INST A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OBSTRUCTION 50 AS TO PROVIDE PROPER COVERAGE. ALL Lateral Line 81 1 PSI RAIN51RD MPR-BF 105 8' 30 ADJUS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. Fittings 008 PSI RAMIRO MPR-100 39 10' 30 3)M VALVES, IRRIGATION METERS,ETC., ARE SHOWN ON THE STREET AND/OR RAINBIRD MPR-10H .-IC3 10' 30 5 K FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE Mainline-2" 19.52 PSI RAINBII MPR-I0F 158 10' 30 Master Valve-2" 3.5 PSI 4)ADJUST ALL SPRWLER5 FOR 10096 COVERAGE. RAINBIRD MPR-120 .65 12' 30 5)AFTER ESTABLISHMENT OF ALL PLANT MATERIAL, CONTROLLERS SHALL BE PRO- Backflow 11.5 PSI Y GRAMMED TO IRRIGATE SOLELY DURING EARLY MORNING. Valve 1 1/2" 5 f ll, s r r c p. RAINBIRD MPR-12H 13 12 30 to"' ; 5.6 PSI RAINvRo MFR-12F 2.6 12' 30 Gate Valve- 1 1/2" 1.0 PSI RAIN51RD MPR-150 .92 15' 30 qd P.O.0 & Water Meter-2" 3.4 PSI CONTROLLER LOCATION y RAMIRO MPR-15H 185 15' 30 Hyl �x`,3.�'� REFER TO L D PLANS FOR �.�'YM. MODEL Elevation Change+13.8 -6.0 PSI \ � TR, 29114-1 Total Loss 39.34 PSI 19 RAIN51RD MoDEL 'PEs& REMoTE co L VALVE - SIZE PER PLAN AFROVAL 5Y TR,4N6FORTATION RAINMIRD QUICK-COUPLIN65 VE - MODEL 33DRC Head Pressure Req_ 30.0 PSI FOR U)OR4 IN PUBLIC RICHT C 69.34 PSI UJAY ONLY. � ----- SCH SO PVC VE - SIZE PER PLAN Minimum Req.Pressure + SCI-•/ 40 P LATERIAL LINE - -SIZE PER PLAN Static Pressure � 88.0 PSI a. y Design Pressure(SAFETY 10%) 79.2 PSI - 5 PVC 01' - SIZE PER PLAN `� CALL-OUT � �1t t 1 [ ��,�y /� 1 DI� .y► Residual Pressure 9.86 PSI '� rr� CALL-O'( t 1 '"TION I 11111"ATI RT STATION NUMBER WATER TANK ELEVATION: 1590' SLEEVING NOTE DIAL TWO WORKING � � ;� y ; APPROX. STATIC P1RE5SUE: 88 P6I BEFORE t s (� CxALLONS PER MINUTE DAYS BEFORE s � CONTRACTOR SHALL INSTALL H. PV � N.T.S. YOU DI Y � : ' SC I30 C SLEEVES MAXIMUM DEMAND: 31.45 CxPM 0U DIG UNDER ALL HARDSCAPE TO ACCOMIDATE MAINLINES, LATERALS,AND CONTROL WIRES. SLEEVE SHALL BE 2X 5TATIC PRE-55UtRE 8A5ED ON THE - TOLL FREE 1-800-422-41 LARGER THAN PIPE. VALVE SIZE INFORMATION OBTAINED FROM THE THIS SHEET A PUBLIC SERVICE BY NORTH 0' 20' 40' b0' EASTER NMUNICIPAL WATER 015TRICT UNDERGROUND SERVICE ALER SEAL-c01 NAY NOTE. COUNTY OF RIVERSIDE BENCHMARK: INFRASTRUCTURE-TRACT 29114 I.P. N0. �78 BMLA, Inoc.11�C �� W� � PL91V5 OFESS N SC4LOCATED 3.7 MILES NORTH OF CRY OF TE4/ECUTA, SHEET N0. Q ^ TRANSPORTATION DEPARTMENT o AN H f�RMlT _ _ NOT � UNTO! rE1+iG`l^ 1C _ D COUNTY Of RNERSiDE. STaAfPm 748 81 t�llt � RESET )997 A ��/'�` �'"� r. LANDSCAPE APE A:- ,. N SC ARCHITECTURE SITE P © n C U & S CANNING �, l F A �Nc rT � : Sum a � � �aLv� DSK rw Crum. C> COUNTY +��.l�T ' �' RN� Y L�Ri��Lr�E � � y APPROVED BY �' �`%� / 11RF3 � THE �V1: 0f -- u' RANCHO 04LIF Rr AND FRONT' STREET' f.7 AIM NW �a � 2 ' � 1 T ON a 3 0 N. JOYS BEET THE �AT;� 7 �S rs �, JicffERSON ate€ TO THE SCHEDULE A CORONA CA 92879 oN r<FFERS AND 1NINCHESTER HWY 79), . , fOR ,, � ACCUrY � ( RESNS1il�.E � RCE 33950 LANDSCAPE SC,4 P Pfd 1/ ' 0 11� _ IMPROVEMENT T PLANS � THE EXP. 6/30/08 � PHONE. 951 737 1 124 FAX. 951 737 � NE ON r�rrE:srER ROAD HiyY 79 TE3 a t?P �fEE3"' aCCEPTTa�It�TY OP THEREON _. -. �� ) � ) b551 ( ) E1 fiT �S AfT P COUNTY ♦ OVER THE SANTA GE11MUMS CREEK, 55.5 E'LY OF V O otti C1�ON 7HE KR41.0 A. 0 DATE. APPRO AL OR C CENTER UNE OF WINCH MIR ESTER ROAD HWY" 79 AT SE"LY COR kP . 30 EAST COOK STREET, SUITE B2 ( ) Fitt SIU. �► ` �. a�E �0� FOR �� BRIDGE OVER SANTA CETiTRUD� CREEK 4.5 N LY SLY IRRIGATION AN A� fir£ 4 q F� SANTA MARIA, CA 93454 SI xxxxxxx xxx I •� OF C� o DE 0 CREEK. L BY HE APRR. DATE _ , ' PLANS i� ��' � '' a?;Ir PHONE. 805 348-1393 FAX. 951 . 737-b551 IWBARRATT RE DED YYILL[9AN ( � ( � W.O. CfltJNTy E NI R R E V I S 1 0 N S Cain Er EVATM-1097.163 F DATA b-12-97 AMERICAN FXf NO. V44 x I h_71 6,50 , , 65. 9 p o _ R 5 L 0 66. 5 p -�-- 1 T E 67. 0 P.E 67.5 P.E. 4 ;_ TR _ 1 /v 291 P AN - R LAN 2 R . L o T-- ,I- un 5 G l_---- 0 1 Lo � � 4 a o -Z C) 0 Co 0 U PL-6 CONCRETE MOW CURB 6HT I ■r. i .' sC _. loft NNW man Now now mom Run LIMIT OF WORK om mm .r ... Rom :::,'- .:.. - .yG............ . . . . . . . . . . . . . .TR. 29�1.� 1 ...:... . ........ . . . +.� . . : : _. ::. _ , . . ._ I�•. QST. .� . . : , . . . . . . . : . 1` THIS AR : . . . 4 loft ' 1 one PL CON-CRETE T M W now now .. .ramm \ mom loomSHT son �• own Sao RE NEER DR W N LIMIT OF WORK R 51DEWALK LAYOUT N 1 51GHT D 15TANCE LINE S KYVI ROAD TRACT BOUNDARY 1 CIO N N aTY. �o ENTIRE 5,�REE,� � �E LEGEND VIAE LEGEND F'ARTHENOCIS5U5 TRICU ATA (45) BOSTON IVY -IGAL s lo, o PYRUS KAWAKAMII (5TD.) (11) EVERGREEN PEAR -24" BOX FREE LEGEN,r) ROl1DCOVERLEGEND: MYOF''ORUM PARVIFOLIUM 'PINK' - MYOF'ORUM TRIANGULAR SPACED FROM FLATS a 12 O.C. RHU5 LANCER l�) � \ TOP DRE55 W/2" VALLEY-WIDE APPROVED BARK MUL ° AFRICAN 5UMAC -15 GALor LIQUIDAMBAR 5TYRACIFLUA 'BURGUNDY' Ci) rN SWEET GUM -15 GAL DI RT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIGYOU DIG �' ¢ � N.T.S. AF'ROVAL 5Y TRAN5PORTATION TOLL FREE 1-808--422-41 FOR WOW IN PUBLIC RIGHT OF APUBLIC SERVICE BY NORTH 0' 20' 40' 60' WAY ONLY. THIS SHEET UNDERGROUND SERVICE ALER F I BENCHMARK: INFRASTRUCTURE— TRACT COUNTY O RIVERSIDE 1NFI�/tSTf'i'(1C�'l.Ji?E �`RAOT 29114 I.P. IV . O C�3©178 BML/A. In SHLOCATEa 3.7 MILES NORTH OF CtT1' OF C EET NO. �c CONTA wrI�IIN ThIESE I��ANs � 3FESSl; NOSCq TEME �� Q TRANSPORTATION DEPARTMENT TRANSPO ON DEPAR MEN O — '�9 C UIV71' OF . SIT RIVERSIDE STAMt 't? 7-46 81 RESET t 997 NOT C�ENCE E1Nit AN E�R1ICHM � � A T LANDSCAPE ARCHITECTURE SITE P 0 p � & S# CANNING _ l A 3 112-ALUM. p/ �, E' OISIc IN CONC. CURB. FROM THE INr. O: COUNTY OF RIVER 1 yy�� AIS/tit A GANG Imo' � �, �. � y APPROVED BYER �L '�• RANCHO CALIF. ROAR MD FRONT STREET' 1.7 MILES NON W 310 N. JOY STREET � � � FRONT s► r- ,IE�FERs©N ASE To THE W. OF SCHEDULE / EEE INES I Is _ CORONA, A 2 _ CO ON C 9 879 � E�E'RSOM AND H R�1 WINO ESTER HB�+Y 79 FOR ACCtJ "`AI�3 RCE 33950 THE • LANDSCAPE IMPROVEMENT 1> P _ LA _ 2.© MILES N- W E ON WINCHES-TER Rt�lJ Hi�Y 79 TO �, PHONE. 951 737 1124 FAX. 951 737 6551 A BRf1Xs'E OF � w � EXP. s/�/�s ( l ( � _ � J OF_ NE ENS ff • OVV? THE SANTA GER'TRUDIS CREEK. 0.5 E'LY OF OF , � AFAR COUNTS �` � , KCHALEl� a OTHA�IAN DATE. C _. ENIERLM�' OF N�NCHESTER ROW HWY 79 AT SE'-Y L COR FILE ANAL COI+�S'7I�t1CTI, THE �- 301 EAST COOK STREET SUITE B2 ( ,I N0. TREE 0 /*� CNS. � � R Dt✓0 ' FLAl R �T BRINE OVER SANTA GERiRUDIS CREEK. 4.5 N LY OF SLY XxXXXXXX I�AT� � RNE FOR SANTA MARIA, CA 93454 AN ACCEt� � AND "ATF �.�� FOF ca+.��` s� of CREEK. OF CA THE PLAW FOR APAWAL BY TW MiW DATE AK ATE PHONE. 805 348-1393 FAX. 951 737-6551 W.O. REV 1 S I 0 N S CouN�Y R DEQ, N�LLDAN DA { ) � ) ELEVATION=t 097.t 63 FT DATE s—t 2-97 COUNTY DOMNEERBARRATT AMERICAN FXE NO _ 444 65. 0 P N�5 L65 P 0 p j 6S 9 p L 0 66. 5 P E. 6 7. 0 P.E. 6 7.5 P.E. '� 1T O291 T R P AN-- 2 LAN ' 0TCin L , 45 o p 4LOTol __ .. .�► O 0 Co m.. . . . . . . . . . . goo now . . . . . . . . . . . . . . . . . . . . own goo . . . . . . . . . . . . . . . . . . . . . . . . . . . . Now Now v REFEi TC}TR: 2�}1�1:4 1 ■•• ... ..■ am v v .- . ---� Oloft son .�.. *r■� v p v D.LAN�SCAPE:P: - � .... ,.,, LIMIT OF WORK -r . . . . O . . . . E8 43 68 . . . . v r8 eg p cg c8 . . . . . . . . . . . . . . . . . . . . CS ti $ �� . . . . . . . . . . . . ....... ... .. . O O :::::::::::::::' �7 , © . . © r son ..r R- Lu now raw mum swo low goo GVW son Rui ONO sun man now man — Now Now wonsmm -- _ LIMIT OF SIGHT DISTANCE LINE D S KYVI EW t� TRACT BOUNDARY N SHRUB LEGEND PHO TINIA 1=RA5ER1l 5 GAL. - PHOTINIA d PHORMIUM 'JACKSPRAT' 1 GAL. - NEW ZELAND FLAX C 18) RAPHIOLEPIS INDICA 'Sfy'RINGTIME' (�3) 5 GAL, PINK INDIAN HAWTHORN 0 X1'L06MA CONGESTUM 5 GAL. - X"r'LOSMA AGAPANTHUS AFRICANUS 0 1 GAL. - LILY OF THE NILE C9�) HEMEROCALLIS 'BURGUNDY' O 1 GAL. - DAA' LILT' (20) DIETE5 VEGETA 'WHITE' 1 GAL. - FORTNIGHT LILA' X29) COLEONEMA PULCHRU"'( mvo 6tE+T�_p �� L..cx' 1 GAL. - Pwil INK DIOSMA C13) „ ^ w DIr MAL TWO WORKING4 .y ' N.T.S. BEFORE DAYS BEFORE s YOU DIG YOU DIG � � Af='1`20VAL 81' TRANSfiW'ORTATION FOR WORK IN PU5LIC RIGHT OF TOLL FREE 1-800-422-41 WAY ONLY. THIS SHEET A PuBvC SERVICE BY 20' 40' 60' N[) SERVICE ALE ' NORTH H 0 UArOERGR0t1 BENCHMARK: INFRASTRUCTURE—TRACT 29114 I.P. N0. 0 8 SHEET NO.! __ srJ+c-ccwNrr COUNTY OF RIVERSIDE BMLA, NORTH OF CITY OF TEMECULA. I � Lt�4T€D 3.7 A�iltES tYt3TE. COUNTY OF Rt��E MM STAMPED fi—s6 8i RESET' )ssN4 !t ES '�0sTTME o � � SPAR � N D COUNTY _ TRANSPORTATION 0 O 4 TRANSPOR HITECTURE & SITE PLANNING WWI C�NYIAtNED WHIN THESE, PIANS T LANDSCAPE ARC A 3 i/2 ALUM. tNSK IN CONC. CURB. FROM THE INT: OF tT �c. p S1Rt�T 1.7 MILES NW ON DE tf COMMENCE UNflI ,#Mt � � l F BY 2 taANCHO CALtt: t?O� At�tt? f'R�NT k, y APPROVED �, SCHEDULE t5 ISSUED. . �, 310 N. JOY STREET ANa/cN� � Gtr .- � FRONT STREET— ,�tEFFERSCNV AVt=t�fUE TD 7Hf INT. (?f $ 79 AL A 92879 JEFFERSON AND wtNCHt=sr t�vY ).� coRONA7 , c t LANDSCAPE 1MPRQVEET P(�A�IS r++ TO A BRfDGE . _ 2.a MILES NE ON NnNCN'Es�TER RC�lD tom' 79)PLANS t5 � _ 1 737 6551h�E MATE EiNt RCE 33950 .. PHONE. 951 737 1124 FAX. (95 ) O AND THE SANTA GERrRUo15 CRt:EK. s .� ELY RESPONSIBLE FOt? � T ACCUt�1CY EtP. 6 30 08 t _:. / / � ♦ OVER FILE NO 7 AT S€'LY COR thl THE � R+f�4D t#WY 9 Tt'lEt� F WINCHESTER OF CENTERLINE 4 ( ,) AC `TA�EJTY DATE 2 �- A. o STREET, SUITE B 541;;�U5 > K� �. 301 EAST COOKS A NG mTER couff Y sj, BRIDGE OVER SANTA GERTRUDtS CREEK 4.5' N'LY OF SLY �� A�t�rAt_ CON: UCMN Tt1E CNL qT SANTA MARIA CA 93454 £O� � SIDE OF CREEK. MR. W.O. I Otl�lNTY NSIBLE FOR I�AIE SHAD. � � £ � 0 � NE: 805 348-1393 FAX: 951 737-6551 F CA PHO ( ) ( ) - DATE 6-12-97 UTTI AND rLEUAnoN �©s��s3 Fr BARRATT AMERICAN t� � AN �TAEL APPR. DATE THE PLANS F" APVAL BY THE kf BY A�tTE RE DED. wtLLDAW 1?A tt R � v r s r o ry s CoY PVC LATERAL USE 45 ELL GRADE IN PLANTER TO DEPTH PER SPECS. GRADE IN PLANTER 10" ROUND VALVE BOX W/ LOCKING SS BOLT RECTANGLE VALVE BOX HEAT BRAND "QCV" W/ LOCKING SS BOLT QUICK COUPLER VALVE HEAT BRAND STATION # PER LEGEND & SPECS. EXTRA WIRE PER SPECS. GRADE IN TURF CONTROL WIRING PER SPECS. 1/2" GRADE IN TURF 3 BRASS NIPPLE TYP. ,. BRASS STREET ELL TYP. 3 80 NIPPLE TYP. BRASS NIPPLE TYP. NATIVE IL COMPACTED TO ORIGINAL SITY 3" SCH 80 MAINLINE ELL a.: SCH 80 PV READIED s C LL E RE 4. f MAINLINE PER SPECS. —' MAINLINE PER SPECS. INSTALL 1" SCH 80 THREADED BALL VALVE BEFORE QCV SCH 80 MAINLINE FITTING INSTALL PER DETAIL IR-4 SCH 80 TRU UNION #4 X 36" REBAR STAKE THREADED BALL VALVE SECURE W/ TWO SS CLAMPS RAINBIRD "RCV" PER 1 CU.FT. 3/4" GRAVEL LEGEND & SPECS. NATIVE SOIL COMPACTED TO SCH 80 UNION NO ORIGINAL DENSITY NOTES: 3 CU.FT. 3/4" GRAVEL 1. ALL T ADED FITTINGS MUST HAVE 3/4" TEFLON TAPE PLAN VIEW 1. ALL WIRING MUST CONFORM TO LOCAL CODES PROVIDE 3" CLEARANCE 2. PROVIDE . COUPLER KEY PER SPECS. � B.V. Q.C.V. 2. TAPE & BUNDLE WIRES 0 20' INTERVALS BETWEEN VALVE & GRAVEL 3. USE TWO #4X ' REBAR FOR QCV FOR SPORTS FIELDS � 3. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 4. PROVIDE 3" CLE NCE BETWEEN VALVE & BOX 4: PROVIDE 3" CLEARANCE BETWEEN VALVE & BOX 5. PROVIDE 2 EA. CLAY KS UNDER VALVE BOX (TYP.) $ 5. PROVIDE 4A. CLAY BRICK UNDER VALUE BOX (TYP.) 6. ALL ACV'S MUST HAVE A 1" S 0 BALL VALVE UPSTREAM MAI LI?I � —�� —�mp��•� LD Consulting 2002 (Any deviation or reproduction of this design must be approved in Witting by Volley Ville Recreation &Pork District) VALLEY WIDE RECREATION VALLEY WIDE CREATION REMOTE CONTROL VALVE IR - 1 503 QUICK COUPLER VA L IR - 3 PVC MAINLINE USE 45 ELL 0000r GRADE IN PLANTER UNDISTURBED SOIL TO DEPTH PER SPECS. COMPACTED BACKFILL -- RECTANGLE VALVE BOX GRADE IN PLANTER W/ LOCKING SS BOLT LATERAL LINE RECTANGLE JUMBO BOX HEAT BRAND "PB" CONTROL WIRING W/ LOCKING SS BOLT CONNECTOR INSERT USE BOX EXTENTION APPROVED WIRE CONNECTOR MAINLINE AS REQUIRED AMIAD TURBOCLEAN FILTER CRIMPED COPPER SLEEVE 36" EXPANSION COILS HARDSCAPE UPSIZE FROM LINE SIZE 1 2>' STRIP & TWIST # ' COMPACTED BACKFILL LOW VOLTAGE WIRES —6" GRADE IN TURF SA D BACKFILL GRADE IN TURF .. LATERAL SLEEVE 3" ,. A SCH 80 NIPPLE TYP. E MAINLINE SLEEVE FLS D = NATIVE SOIL COMPACTED TOW IRE SLEEVE . .., .., ORIGINAL DENSITY y r..•. SPEARS DS-400 SCH 80 PVC ELL THREADED PRE—FILLED DRI—SPLICE .v a .••A .w DEPTH A B C D E F SCH 80 MAINLINE FITTING 4" & LARGER — 30" 30" 36" 36" 36" MAINLINE PER SPECS. LOW VOLTA IRES 3" & SMALLER 18" 24" 24" 30" 36" 36" SCH 80 FEMALE ADAPTER PVC CONDU WEEP 2-1/2" & SMALLER 12" 24" 24" 24" 30" 30" SCH 80 UNION 3 CU.FT. 3/4" GR L .FT. 3 4" GRAVEL WIRING _ _ BELOW _ _ BELOW MAIN MAIN 3 CU / NOTES: NATIVE SOIL COMPACTED TO 1. PROVIDE BLUE SE T IN ADDITION TO PRE—FILLED CONNECTOR NOTES: NOTES: NOTES; ORIGINAL DENSITY , NNE FOR ALL CONTROL WIRE SPLICES 1. ALL WIRING MUST CONFORM TO LOCAL CODES 1. INSTALL FILTER DIRECTLY DOWNSTREAM OF BACKFLOW 2. PROVIDE WIR NN 2. PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION 1. LINES MUST HAVE MIN. CLEARENCE OF 4" FROM EACH OTHER & 24" FROM OTHER TRADES PER MANUFACTURER'S RECOMMENDATIONS 3. PROVIDE E CONNECTORS AT ENDS OF ALL EXTRA WIRES 3. PROVIDE 3" CLEARANCE BETWEEN WIRES & BOX 2. RUN WIRING UNDER MAINLINE, TAPE & BUNDLE ® 10' O.C. 2. FILTER REQUIRED AT ALL POINT OF CONNECTIONS 4• ELECTRICAL SWEEP OPEN END SHALL BE SEALED WITH EXPANSION FOAM 3. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION 5. PROVIDE 4 EA. CLAY BRICK UNDER VALVE BOX (TYP.) 4. ALL SLEEVES MUST BE 2X THE DIAMETER OF THE PIPE WITHIN 3. PROVIDE 4 EA. CLAY BRICK UNDER VALVE BOX (TYP.) LD Consulting 2002 (Any deviation or reproduction of this design must be approved in writting by • ID Consult' 2 An d&Aotion or reproduction of this design must be approved in writting byConsulting002 An deviation or reproduction of this design must be approved in writtin b LD Consultingg 2002 (Any dewabon or reproduction of this design must be approved m wntUng by (Any �' 9 ID 2 ( y P 9n PPr 9 Y alley Nth Recreation &Park District) Valley Recreates &Park District} Valley ecreation & Park District} Valley Wide Recreation & Pork District} VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION VALLEY WIDE RECREATION P & WIRE TRENCHING CONNECTORS - PULL - I R - 1 1VC ,_ MAINLINE INLINE FILTER IR - 8 WIRE CONN I R 9 I R 1 O 0 I r �� ll".) D1, � DIAL TWO WORKING NOTE BEFORE DAYS BEFORE AFROVAL BY TRAN6PORTATION ALL WORK 1 IU Ot"I 'L T" UJ I T YOU DIG YOU DIG FOR WORK IN RUBLIC RIGHT Cr- TOLL F TOL LL FREE 1-800-422- WAY ONLY. VALa L "rUJ I I &TA R &ISE C I I GAT I ON A PUBLIC SERVICE BY UNOERGROUNC SERVICE AL. sm-couffly BENCHMARK: INFRASTRUCTURE -TRACT 9 914 .P. N 9 7 COUNTY o RIVERSIDE BMLA, In �OCArED 3.7 MILES vF CITY vF rECU D (1`�� 8SI-I�ET Na. NOTE: oscatI,f ESS/ - �,� _ �CONrAH40 wnm THESE 0 P RTMENTcvUNTY OF RimsiDE s ww 7 46-s1 RESET 1997 r� � TRANSPORTATION DE A 4 SITE PLA LANDSCAPE ARCHITECTURE & S PLANNING COUNTY '�+ T�/' NOT ct�luENCE vAnu AN �rT �, A. p � �T• a 3 1 2,�ulu. t�sx IN CONC. CURB. FR011f THE inn: of t�' UN 1 / OF RIVER AND OR A MDING PERMff ISSUM. `�� ly � APPROVE BYti � � RANCHO CALIFC�IIJF ROW AND FRONT STREET 1.7 MILES Nw ON ' 's 310 N. JOY STREET SCHEDULE A y FRONT STREET- JEFFERSON AVENUE ry THE INT OF �^ CORONA CA 92879 JEFFERSON AND HESTER HwY 79 THE PRATE Ell+IEER PLANS IS w _ S WfNC ( ), LANDSCAPE SC IMPROVEMENT RCE 33950 E PLA N / ROAD HWY 79 TO a BR1Dc�E FOP T ACCURACY AND I • � PHONE. (951) 737-1124 FAX. (951) 737-6551 2 o Mi?1�s NE vN YII�NCHE:�TER ( ) OF SHEETS aCCE1"Ta La''Y DE!"' 7116% V IN THE EXP. 6/34/os • OVER THE SANTA GERTRUt3l.S CREEK, 55.,E E'LY OF DATE A. vTH FI ARS AFTER cou KHA�EDa�EtlJ OF _ AAiC HwY 79 AT SE'LY COR < �' GEIVrERUId€ OF w/NCHESTER Rlh�3 • 301 EAST COOK STREET, SUITE B2 f f 'I O DURa,� ccsrrRtrt, v, rt1E � CNS. �q eRtDCE vvER saNTa GERTRtJDlS cREErc 4.5 N tY tJF s��' � DETAIL5 xxxxxxx P � BE R ME FOR qrF TF SANTA MARIA, CA 93454 SIDE OF CREE+c AN ACCEPTA&.E S LUrVN AAS OF CAS 1 737-61551 PHONE: 805 348-1393 FAX. 95 ) t�R: W.O. ct�uNN�'YY THE PIANS FOR APPIW& BY THE Iki 9 tai► _ n!TDW, WILLDAN DATEELEVATION 1097163 FT DATE E 12-97 BARRATT AMERICAN FIE NO. c N REVISIONS COUNTY WALL OR FENCE HEAD TO BE 1/2" ABOVE GRADE IN PLANTER GRADE IN PLANTER TREE BASIN ;,,,' ,; TREE ROOTBALL TYP. --'- V.I.T. SPRINKLER TIE 2 PLACES RAINBIRO 1800 SAM SERIES USE RATCHET TOOL TO SECURE 4" FOR TURF 12" FOR PLANTER 4" FLAT DRAIN GRATE PER LEGEND & SPECS. CONCRETE THRUST BLOCK TYP. SET FLUSH W/ GRADE SHRUB ADAPTER W/NOZZLE FINISH GRADE PER LEGEND & SPECS. HEAD TO BE FLUSH WITH GRADE IN TURF COMPACTED BACKFILL TYP. HUNTER MT X FT CHECK VALVE 12" ,.. AS REQUIRED ....... ....... .,... S 0 MAINLINE ELL 45 alladow MIN. •.. . ,r;.:. _. SCH 80 RISER TYP. },. o := i;�— o NATIVE SOIL COMPACTED TO NATIVE SOIL CO TED TO 12' p ORIGINAL DENSITY MIN. RIGINAL DEN 4" PERFORATED PIPE .. . ,�---- MAINLINE PER SPECS. TY � o FILTER SOCK MARLEX ELL TYP. MARL ELL TYP. 3 PLACES It . .` SCH 80 MAINLINE ELL 90 p SCH 40 TEE SLIP X FT SCH 40 TEE SLIP X FT p UNDISTURBED NATIVE/ ' BACKFILL MIX PER TREE � UNDISTURBED NATIVE SOIL TYP. ° PLANTING DETAIL — SCH 80 NIPPLE TYP. SCH 80 NIPPLE TYP. 1/2" X 8" MIN. SIZE LATERAL LINE PER SPECS. NOTES: #4 X 36" REBAR LATERAL LINE PER SPECS. 1. SUPPLY LINES 2" - 3" IN DIAMETER SHALL RECEIVE CDEPTH TO BE 1.5X NOTES: CONCRETE THRUST BLOCKS ROOTBALL DEPTH NOTES: 2. SUPPLY LINES OVER 3 SHALL HAVE IRON DUCTILE RESTRAINT SYSTEM 1. U /4" TEFLON TAPE WHERE ELL MEETS SCH 40 TEE NOTE: 1. USE 3/4" TEFLON TAPE FOR ALL THREADED FITTINGS STALL HEAD PERPENDICULARLY PLUMB TO ADJACENT GRADE 3. A MINIMUM OF 6" OF CONCRETE SHALL BE POURED ON VIRGIN 2. INSTALL RISER PERPENDICULARLY PLUMB TO ADJACENT GRADE ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE OR COMPACTED SOIL BENEATH EACH INSTALLATION ALL TREES MUST VE BREATHER TUBES 3. INSTALL RISER 12" FROM WALL OR FENCE 4. INSTALL HEADS 4" FROM HARDSCAPE EDGE IN TURF AREAS 4. ADJUST NOZZLE TO PREVENT OVERSPRAY ONTO HARDSCAPE 5. INSTALL HEADS 4" FROM HARDSCAPE 4. CONCRETE SHALL BE 3 SACK MIX SLURRY CONTAIN-INC NO GRAVEL UNLESS TREE WELL LER IS SPECIFIED EDGE IN PLANTER AREAS ' WHERE CONCRETE AND PVC ARE TOGETHER PVC PIPE SHALL BE PROTECTED WITH PIPE AP NOT TO SCALE 5. USE POP-UP SPRAY HEAD WITHIN 8' OF SIDEWALK, TURF OR CURBING LIDLD Consulting 2002 (Any deviation or reproduction of this design must be approved in writting by LD Consulting 2002 An deviation or reproduction of this design must be roved in writtin ' ion of this design must be approved in wri#tin h LD Consulting 2002 (Any deviation or reproduction of this ' n must be approved in writting by 9 (Any eP gn approved g by Valley ey R 2002 (Any ark Dian w reproduction appro g y Valley Wide Recreation & Park District) Valley Wide Recreation & Park Distract) Vddley Y�ide Rectelati� &Park District) Valley Wide Recreation & Park District) _ WID R E TION VALLEY WIDE RECREATION VALLEY WIDE � EATION VALLEY ECRE A VALLEY WIDE REDRE� TION SHRUB SPRAY ON RISER CONCRETE THRUST BLOCK I R - 12 TREE BREATHER TUBE IR - 13 R 16 POP-UP SPRAY HEAD [ R - 17 — 2" MIN. BARK MULCH INSTALL PRIOR TO PLANTING FOR ALL PLANTERS TYP. 6"-8" AMENDED SOIL THROUGHOUT PLANTER AREA FINISH GRADE UNDISTURBED SUBGRADE i9I�� 1 ' RM"'3,'" Ei NOTE: RK MULCH SAMPLE MUST BE SUBMITTED FOR APPROVAL TO ER'S REPRESENTATIVE PRIOR TO PURCHASE OF MATERIAL LD Consulting 2002 deviation or reproduction of this design must be approved hi writting by Volley Wide Recreation & istrict) 00-0 VALL WIDE RECREATION BAik�ULCH P L-- 7 DI RT DIAL TWO WORKING BEFORE DAYS BEFORE AFROVAL 5Y TR4NSfi='ORTATION FOR WORK IN FU5L I C RIGS 4T OF ALL WO""' t"'I U T GO 'NrUJ I T YOU DIG YOU DIG TOLL FREE. 1-800-422-41 3 WAY ONLY.A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT sou.-c1r NOTE: COUNTY OF RIVERSIDE BENCHMARK. INFRASTRUCTURE—TRACT { n . 29114 1 P. N0. Q 178 TEs �scq BMLA, � Lc�cATm 3.7 IaltEs N©R7H OF CRY OF TE�IECLILA, SHEEN' N©.I�f CONTAi� W7THIi+I Tt1ESE hIS gQ S/p �,AQ „P RTATI N P NTTRANS Q O DE ARTME o — COlIN7Y OF RIVERS/ . NOT �tENGE LIN�L AN E`IYCROAC O DE STAMPED fi-46 81 RESET 1997 ANDA l r. LANDSCAPE APE AR HIT N SC ARCHITECTURE & SITE PLANNING 0 N G 0 E A� F A 3 1 2 ALUM. DISK IN COUNTY }' A SIDING PERMIT - m. w � APPROVED BY d / � CONIC. CLIFi� FROM THE INT. OF Ll T F RIVERS!D � RANCHO CALIF. ROW AND FRONT STREET 1.7 MILES NW ON » � 310 N. JOY STREETSCHEDULE c ' j �} TW NATE ENGINEER PLANS Is FRONT STREET- JEFFERSON AVENUE TO THE INT. OF S C H L D V L E �` m CORONA CA 92879 . � JEFFERSON AND W/AICHIE�'TER HWY 79 � TtlE'ACCURACY AND RCE 3 �, ), �� 3s5o _ LAN . , LANDSCAPE IMPROVEMENT PLA1V _ _ S 2.D MILES NE ON WINCH H ; TH EXP. s 3a 08 PHONE. 951 737 1124 FAX. 951 737 6551 ESTER RtIi4D ( WY 79) TO A BRIDGE ©F TH 1��1�. � E / / , . -ca ( ) � ) , Of` SHEETS EVENT'OF Dl? CREP ANG' AF1E'R COUNTY �' � A. II/AN DA7'E:;- r ♦ OVER THE SANTA GERTRt/D1S CREEK 55.5 ELY OF KMALED OTH DTE CENTER LMIE OF WINCH N THE ESTER ROAD HWY 79 AT A�'PR8l�AL Oft G CONSTRUCJ , �- 301 EAST COOK STREET SUITE B2 ( ) SE'LY COR FILE NO. ' , IRRIGATION CNS. � �� ,. PRIMATE SHAD. RES' ONSELE Frit q �4� BRAE OVER SANTA GERTRUDIS C14EEK 4.5 N LY OF SLY xxxxxxxX AN AC EPIABLE SO#JT�N AND T£ FOF' �� SANTA MARIA, CA 93454 SID xxx 4f CAL � �D E OF CREEK. FOR. PIANS FOR APPROVAL � � �Oj1�+►TE ASR. DATE PHONE. 805 348-1393 FAX. 951 737-6551 W.O. EP NEEJ7 R E V I S 1 0 N S COUN Y ENDED, WILLD DATE. ( ) ) FIEVATION=1097.163 FT DATE 6-12-97BARRATT AMERICAN r C FU NO. NOTE: GROUND COVER PER PLAN ROOT BARRIERS MUST BE INSTALLED FOR ANY TREE 2" MIN. BARK MULCH TREE STAKE SLOPE TREE PER PLAN WITHIN 5 FEET OF HARDSCAPE SURFACE INSTALL PRIOR TO PLANTING TRIM TOP OF STAKES BELOW TOP OF ROOT BARRIERS MUST BE FLUSH WITH GRADE 6"-8" AMENDED SOIL NAIL 2X CINCH TIE BRANCHES TO PREVENT DAMAGE TOP OF CONCRETE HEADIER SHALL BE 1" ABOVE FINISH GRADE FOR ROVIDE 24" BELOW GRADE ROOT BARRIERS ADJACENT CURBS FINISH GRADE TURF AREAS CINCH TIE TREE E STAKE •r` 4 PLACES MIN. PER SPECS. PR E 18" BELOW GRADE ROOT BARRIERS ADJACENT SIDEWALKS 2500 PSI NATURAL GRAY 6"X6" •. CONCRETE MOWCURB FINISH SHALL 2" DIA. X 10' LONG LOD BE SMOOTH TROWEL ': k.= POLE STAKES W/GAL AILS (INSTALL OUTSIDE OTBALL) 1" TOOLED RADIUS •: s•" —2" THICK B MULCH .. 12" • TOP OF CONCRETE HEADER SHALL • - ••-� BE 2" ABOVE FINISH GRADE FOR - ROO L (SET CROWN 1" . ... . UNDISTURBED SUBGRADEPLANTER AREAS 2 A E FINISH GRADE TYP.) •��: '`•- FERTILIZER TABLET (PER SPECS.) 24" 21 GRAM AGRIFORM PLANTING 6" r �eF �� TABLETS: 1-1 GAL, 3-5 GAL l FINISH GRADE O O O O O O 1 " e9 a 5-15 GAL, 8-24 BOX 2 t COMPACTED WATERING BASIN. Q (MAINTAIN BASIN FREE FROM O O O D D O O O 4" WEEDS AND HYDROSEED) CONCRETE CONCRET RB O O O � � � °° . CUT SLOPE TO CREATE LEVEL SIDEWALK D — WATER BASIN CONTINUOUS #3 REBAR THROUGHOUT FINISH GRADE) ,.- Q O O O O O LENGTH OF MOWCURB 1 /2 D 1 4 _ COMPACTED BACKFILL MIX (PER UNDISTURBED SOIL/AMENDED SOIL ,.. ' ROOT BARRIER TYP. SIDEWALK, WALL OR OTHER EDGE TYP. PLANTING SPECS/REPORTS) COMPACTED BACKFILL 2X ROOTBALL WIDTH 1.5X ROOTBALL DEPTH E: NOTE: UNDISTURBED NATIVE SOIL T NOTE: UNDISTURBED NATIVE SOILALL R ED CUTTINGS SHALL BE PLANTED 12" O.C. MIN. PROVIDE CONTROL JOINTS AT NOTE: BREATHER TUBE TYP. PER ROOT BARRIERS SHALL BE MANUFACTURED D= O.C. D - NCE SHOWN ON PLAN EVERY 6 FEET MIN. MULTI—TRUNK TREES SHALL BREATHER TUBE DETAIL BY "DEEP ROOT" PANELS OR APPROVED EQUAL f r •n writting LD Consulting 2003 (Any deviation or reproduction of this design must be approved in writting b LD CiEVE THREE STAKES or reproduction of this design must be roved in writting b LD Consulting 2003 (Any de or reproduction o this design must be approved i tt g by g Y LD Consulting 2003 (Any deviation g �P 9 Y Valle Wide Recreation &Park District LD Consulting 2003 (Any deviation or reproduction of this design must be roved in writting b VaHe Wide Recreation & Park Dis Y ) �P g Y VaHe Wide Recreation &Park Dis#riot:. _ Valle Wide Recreation & Pork District). VALLEY WIDE RECREATION VALLEYIDE RECREATIOVALLEY WIDE RE ATION _T VALLEY WIDE RECREATION ROOT BARRIER PL- 9 GRCUNC COPE CANTING PL- 1 0 CONCRETE M URB PL- 8 SLOPE TREE PLANTING PL- 2 TREE STAKE TREE PER PLAN WALL OR BUILDING TRIM TOP OF STAKES BELOW BRANCHES TO PREVENT DAMAGE SECURE WITH GALV. ANCHORS NAIL 2X CINCH TIE PER SPECIFICATIONS CINCH TIE TREE_ TO STAKE •:. 4 PLACES MIN. PER SPECS. VINE PER PLAN SPREAD ON WALL OR BUILDING 2" DIA. X 10' LONG LODGE POLE STAKES W/GALV NAILS SLOPE SHRUB PER PLAN SHRUB PER PLAN :- (INSTALL OUTSIDE ROOTBALL) REMOVE NURSERY STAKE '•'•:• +�' 2" THICK BARK MULCH 2" THICK BARK MULCH --2" THICK BARK MULCH <d 12" 2" THICK BARK MULCH ROOTBALL (SET CROWN 1" ROOTBALL (SET CROWN 1" ROOTBALL (SET CROWN 1" ` `. ABOVE FINISH GRADE TYP.) ABOVE FINISH GRADE TYP.) ABOVE FINISH GRADE TYP.) ROOTBALL (SET CROWN 1" 24" ABOVE FINISH GRADE) 21 GRAM AGRIFORM PL NG 21 GRAM AGRIFORM PLANTING A SET AGAINST FOOTING 21 GRAM AGRIFORM PLANTING °'�c, "; -. - , ..• ..� TABLETS: 1-1 GAL, 3-5 GAL ��, sty -• • TABLETS: 1-1 GAL, 5 GAL . - •- "• TABLETS: 1-1 GAL, 3-5 GAL 21 GRAM AGRIFORM PLANTING F - .. •..' ::: 5-15 GAL 8-2 >, OX _ 5 15 GAL 8-24 BOX . 5-15 GAL, 8-24 BOX :eq ` :.;. •..� �• ,:• ._ ....: TABLETS: i-1 GAL, 3-5 GAL COMPACTED WATERING BASIN COMPACTED TERING BASIN :' - •.i''• COMPACTED WATERING BASIN 5-15 GAL, 8-24" BOX „ REMOVE PRIOR TO HYDROSEED (MAINTAI BASIN FREE FROM REMOVE PRIOR TO HYDROSEED 4 AND RAKE SMOOTH4 WEED ND HYDROSEED) 4 —COMPACTED WATERING BASIN ND RAKE SMOOTH G SLOPE TO CREATE LEVEL REMOVE PRIOR TO HYDROSEED i a 4 AND RAKE SMOOTH FINISH GRADE ATEA BASIN FINI GRADE l;y -----COMPACT ACKFILL MIX PER °Q FINISH BACKFILLA. GRADE PLANTING SPECS/REPORTS) FINISH GRADE PLANTING SP REPORTS) COMPACTED BACKFILL MIX PER s 2X ROOTBALL WIDTH � 2X ROOTBALL WI - .Q: ( — COMPACTED BACKFILL MIX (PER 1.5X ROOTBALL DEP PLANTING SPECS/REPORTS) 24" 1.5X ROOTBALL DEPTH - PLANTING SPECS/REPORTS) 2X ROOTBALL WIDTH UNDISTURBED NATIVE SOIL 2X ROOTBALL WIDTH UNDISTURBED NATIVE SOIL 1.5X ROOTBALL DEPTH 1.5X ROOTBALL DEPTH UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL NOTE: BREATHER TUBE (TYP.) PER MULTI—TRUNK TREES SHALL BREATHER TUBE DETAIL RECEIVE THREE STAKES LD Consulting2003 (Any deviation or reproduction of this design must be approved in writting by Lia Consulting 2003 (Any deviation or reproduction of this design must be approved in writting by LD Consulting2003 An deviation or reproduction of this design must be approved in Witting by (Any eP 9Valley Wide Recreation &Park District) Valley Wilde Recreation Park District) onsuiting 2003 (Any deviation or reproduction of this design must be approved in writting by VaNey M Recreation &Park District) Vafte Recreation & Park District VALLEY WIDE RECREATION VALLEY WIDE RECREATION ECREATIN LLE SIDE RECREATION SHRUB PLANTING - TREE PLANTING - 3 SLOPE SHRUB PLANTING PL- 4 P L 5 INE PLANTING P L- P DP ] . �RT �' �0 1 m" DIAL TWO WORKING BEFORENOTE : ��r��.�a��24.r�� DAYS BEFORE NOTE : YOU DIG YOU DIG APROVAL BY TRANSPORTATION ALL UJORI< UJT COP `T- U I T TOLL FREE1--800-422-41 FOR WORK IN PUBLIC RIG�!T OF A PUBLIC SERVICE BY WAY ONLY. V L L �TUJI E) &TAN ARF..) &FEGIFICATION5 UNDERGROUND SERVICE ALER • COUNTY OF RIVERSIDE BENCHMARK: IV©TE. INFRASTRUCTURE--TRACT 29114 I.P. NO. aid 1 �8 BMLA n�. HEEr1'ES wosca ;'`�i►r€v 3 7 �rttEs NORTH OF CITY OF TEMfCULA, NO. ICK �� iWOM TI E PLANS S R4 S/p �,A / Q TRANSPORTATION DEPARTMENT TRANSPO A ON DEPAR ME _ _ 0 COUNTY OF RIVERSIDE. STAA/F',EU "T � a s t?ESET t s NOT C� t#tnt AN E�VCRA�ICH PER�►trr o $ A r. LANDSCAPE ARCHITECTURE T RE SITE P 0 0 ,� SC C C U & S CANNING � 3 1 2 COUNTY � j�/ �/ RIVERSIDE J 1SSLtEf1. �C. F ALUM. tTiSK tN COIF ClN� FA�t it1E tNi: OF �.J 14./1�1 T I O� l�� 1i R AIVO,JfP �► GRAd3tNl� ANT' t�tAS cv �, � � APPROVED BY � / RANCHO CALIF. ROAD AND FRONT STRW 1.7 MM NW ON y 310 N. JOY STREET FRONT' STIWXr— JEFFERSON A� TO THE INT. OF SCHEDULE UL E A TTS PRMTE ENG1NEER S THESE PLANS is - CORONA, A 92 79 C 8 ,� RESPONSIBLE FVWRff TW RA ANO R . .. JEFFERSON AND WtNCHtfER t'tWY 79 ACCURACY CE 339511 : 1 MPR .. IMPROVEMENT.I E PLANS S NE ON WtNC t�t� t t�tWY 7s Tn A eRtnGEA+�CE�T� �' �: Ny THE ©cP. s/�/tis � � � (951} 737 1124 FAX. (951 j 737 6551 ( � OF_ BEETS . atw �` lei_ SN '' AFTER COUNTY KFtALED A. OTHMAN — -- DATE. t ♦ OVER THE S.Atift`A GERTRUDIS COM. 5.5.5' ElY OF C ENTERUNE OF W NCHESTER ROAD HWY 79 AT APPS. OR CONS7RUCTION, THE +r 301 EAST COOK STREET SUITE 62 ( ) SE'LY CORPLANTING FILE NO, CNiI DETAIL5 �VAT� �. RESa�ONSiallg ' ql qrF SANTA MARIA CA 93454 BRIDGE OVER SANTA GERTRIOIs CREEK 4.5 N LY OF STY xxXXXxxxxxx AN ACf T`A E` SOLS AND F OF 1.�© OF CR1.tF�`� , SIDE OF CREEK. CA _ _ Fi7R PLANS t AFN�Rf1WAL i Y ThIE MAW BY DATE APPA fJ�iTE PHONE. 805 348 1393 FAX. 951 737 6551 �►v. it , Wt AN DATE: E ) f ) _ ' R E V t S 1 0 N S COUNTYELEVATION-1097.163 lir nA s a2 97 BARRATT AMERICAN FILE NO. I I X"i I I I I I'll" I � i I I � I ! "I 'll I I CTION 02100 IRRI GATION SYSTEMS . I We hereby guarantee that the irrigation system we have furnished and Installed for 4. Shut off Valves 16. Valve Boxes g. The sprinkler shall be equipped with a factory installed pressurs-regulating device _-1, I � . I " E T'(�*' 0'-'o 'M ,,, I 1 , TION SPECIFICATIONS, GENERAL 5arratt American Tract 0 213114-1 is free From defects in materials and workmanship, and a. Ball Valve- a. Rectangular valve boxes shall be S 1/2 inch wide by Iro inch Ions and 11 inch high constructed of stainless &test and hssav�-duty plastic capabts of maintaining a pressure 2 e . I � the work has been completed In accordance with the drawings and specifications. i- Shut off valves 2 inch and smal.ler shall be ball valves. Round valve boxes shall be 10-inch diameter and 10 1/4 inch. All valve boxes shall be of 35-10 P.S.I. to 30 P.S.I. for operation of the sprinkler. 1.6twera I ulramwts Ordinary wear and tear and unusual abuse or naglect expected. We agree to repair H. Ball valves shall have a One-piece bocl�4 constructed of roOO lb. WOG constructed of rigid polsolefin. Manufacturers. Ralni:>Ircl 1800-SAM, Hunter PRO-C or approved equal. .. . P a. Permits: , tractor shall( obtain and pay for any permits required. or replace any defects In material or workmanship, which may develop during the Bronze material conforming to ASTM 5-564 alloy e44. Ball valve shall have a b. Valve boxes shall have loc*,Ing covers secure with a 3/6-inch stainless steel bolt and 25. Rotor Heads (Medium Range) it> mit - I A period of one (1) year From the date of acceptance, and also to repair or replace vented ball with a blowout proof system. Ball valves shall have a work:Ing washer. a. All pop-up rotors -shall have a rubber cover and be constructed of heavy duty It except -1 2. Scope Of lork any damage resulting from the repairing or replacing of such defects at no pressure of not less than 150 P.61 and shall conform to AWWA standards. c. Rectangle valve boxer, shall be used for control valves, master control valves, for wiper real, bearing spring and bearing washwa. All rotors to have a rainfor, rib design with , a. The inent � I ings and specifications 'is to indicate the processes required for the additional cost to the Owner. We shall make such repairs or replacements within a pressure regulators, Flow sensors, w�a strainers, basket strainers ball valves, butterfly f larige encasement, � installation or a compi , - , parating irrigation system without additional cost in labor and reasonable time after receipt of such written notice. In the event of our failure to Manufactures: Nibco T-580, Nlbco T-113 or approved equal. valves and pull boxes. b. Pop-up height shall be as listed In drawings and in no case be short I n 3 1/2 Inches. material to the Owner. i make such repairs or replacements within a reasonable time after receipt of such 6. Butterfly valves: cl. Round valve boxes shall be used For quick coupler valves. c. The rotor shall have a diffuser pin for regulating flow and radius. b. The work consists Of furrilshl r it tools, equipment, material, labor and any processes written notice from the owner, we authorize the owner to proceed to have said I. Shut off valves 2-1/2 inch and larger shall be butterfly valves. e, All va ve oxes to be green in color unless otherwise specified for use of reclaimed d. The rotor -shall have a screen to protect it From clogging arid a minimum Inlet of 3/4 inch, required to provide a complete I � atine irrigation system as specified in the drawings and repairs or replacements made at our expense and we will pay for the cost and li. Butterfly valves shall have a one-pjace body constructed of cast iron water, All valve boxes for reclaimed water shall be purple in color and bare the , I specification*. charges therefore upon demand. and stainless steel stem. 5utterfly valves "I] be equipped with Vanstone reclaimed water warnings as well as the International "Do Not Drink" symbol. a. The rotor shall be capable or covering 16-55 rest radius 0-60 P61 with a rate of .5 - S.2 c.� wings are diagrammatic and must be 16 verified. Contractor must notify Engineer lanee adapters and a 2-inch square-operating nut. Butterfly valves shall Have GPM. and be adjustable from 1-360 degrees. I Ora F. Heat brand all box lids with the appropriate two-Inch high Identification letters and/or Manufacturers: Hunter PG-A=, Hunter 1-20 or a - I � I and/or valley Wide immsdiatalS of any discr ncies prior to starting work- Project Name: Barratt American Tract 0 2c3114-1 a work:Ing pressure of not less than 150 F.S.I. and shall conform to AWA numbers. 26. Rotor Heads (Large Range) I aqua L I / d. Due to the scale of the drawings it is not Ia to show all offsets, assemblies, fittings, 5arratt American, Inc. standards. Butterfly valves shall have a ductile iron porcelain enamel coated g. All valve boxes shall raceive, landscape fabric. Landscape fabric shall be a. All pop-up rotors shall have a rubber cov a be constructed of heavy duty plastic except � , r etc. for a complete irrigation system. � clisc. constructed of 5.0 oz. weight proven polypropylene weed barrier with burst strength of for wiper seal, bearing spring and bearin, -share. The riser shall be constructed I Landscape Architect: Manufactures: Niloco, Matco or approved equal. � of plastic I a� Under this section the contractor "It provide all ne pry assemblies, fittings, etc. to 225 P.S.I. and capable of 12 gallons per minute of water flow and puncture strength of roo encased in a stainless steel sleeve. otors to have a reinforced rib dealerivith flange provide a complete fully automatic Irrigation system as list in drawings an specifications 5. Quick Coupler valves lbs. Dewitt Pro, Mirfy or approved equal. encasement. - - with no additiona I cost to the owner- Signed: Title: a. Quick coupler valves shall have a body constructed of red brass with a wall thickness K All valve boxas shall receive 2 cubic feet of 3/4-inch gravel per plan. b. pop-up height shall be as lie,I in drawings and in no case be shorted than 3 1/2 Inches. f, Any extra work Performed "it be approved in writing by the 0 or Owner's guaranteed to withstand normal uiork:ine pressure of 150 P.S.I. without leakage with Female Manufactures. Carson, 5rooks, or approved equal. c. The rotor sha I I ha ve a d ii F pin for regulating flow and radius. � , - I representative prior to the start of such work. threads (panning at base). Quick coupler valve shall have a hinge cover constructed of 11. General Piping d. The rotor sha I I have a to protect it from clogging and have a minimum inist of I,,. g. Any unapproved- work may be at the contractor's expense. Date of Signature. red brass with leather like vinyl cover boncled to lit on such a manner that it becomes a. Pressure title from point of connection to backflow prevention device "It be brass or a. The rotor sha I I be Is of covering 1,6-55 feet radius at 40-14 PSI with a rate of 3z - 2-i.5 K If reclaimed water to used, contractor shall provide all necessary reclaimed w signage I permanent type of cover. Quick couplers used with potable water shall have vinyl Type K copper GPM. and be adju Ia from 1-360 clegreft. I I I Telephone-. covers yellow in color. Quick coupler valves used for reclaimed water shall have vinyl b. Pressure lines 21' and smaller after backflow prevention clevic-se shall be Schedule 40 Manufar-turier unter 1-25, Hunter 1-40 or approved equal. � and equipment. The entire irrigation system must be in accordance to the local r Tmed covers purple in color with the appropriate reclaimed water warnings in English and solvent weld PVC 21. Trenching 15ackfillTng ,water specifications and as listed in drawings. Spanish as well as the international 1;)o Not Drink" symbol. c. Pressure lines 21/2 inch to 3 inch after backflow prevention device shall be.Class 315 a. No tr are to be backfilled until approval from Owner's representative has been acquired. 3. Record Drawings a. Site inspections and notification time. solvent-weld F,V.(::. I a, Record accurately on one set of black and white prints denoting variation in work from 1. Pre-construction conference 'I days Manufactures: Potable Water. Ralribird 44LRC, Rairibird 33LRC: or approved 6. Pressure lines 11/2 inch and smaller after backflow prevention device shall be Sc+-edule I cavate trenches straight and support pipe continuously on the bottom of trenchi per layout I!. Pressure line installation and testing 46 hours sciva 1 40 solvent-weld F.V.C. dicated on drawings. original drawings. M. Controller installation 46 hours Reclaimed Water. Rairibird 44NF or approved equal e. Pressure lines 4 inch and larger after backflow device "it be Class 200 bell and c- All lines shall have a minimum clearance of 4 inches from each other arid 24 Inches from any other I b,Dimension from two permanent points of reference (sidewalks, pavement, curbs, street lights, iv. Lateral line and sprinkler installation 46 hours ro. Remote Control VA Ives gasket F.V.C. lines from other trades. buildings)Record on as-ipuilta daily or as work is performed. All drafting must be clearly I . Coverage test 46 hours a. The remote control valve shall be normally closed 24 VAC solenoid actuated globe F. Lateral lines 11/2 in& and smaller shall be Schedule 40 solvent-weld Py.C. cl. Provide the minimum covers as listed below; � . � I legible and dimensions shall be no smaller the 1/4" in size v . Inal Grading 48 hours pattern, sprine-loacled diaphragm type. The valve shall be pressure rated up to 200 e. Lateral lines 2 Inch and larger shall be Class 315 solvent-weld P.V.C. 1. Pressure lines 4 inch and larger 30 inches I c, Show dimensions from the followinicl locations and depths: vil. I abatement 46 hours P.5.1. at 150 degrees F. K All pipe arid fittings shall bear the markings of the Manufacturer's name, nom, Pipe !I. Pressure lines 3 indh and larger: 24 Inches 1. point OF Connection (11M.O.C.), vIll. Tres hrulc� observation 4 layout 46 hours b. The valve shall have a roOO-pouncl test fabric reinforced rubber diaphragm assembly size, pressure rating P,6.1, N8F, schedule or class and date of extrusion. Ill. Pressure lines 2 1/2 inches and smaller-. 24 inches . it. 15ackflow prevention assembly, master valve and flow sensor. ix. Finish gr a prior to hydrosseding 46 hours with self-cleaning stainless steel screen- Iv. Lateral lines 16 inches , ill. R.outinl Ia. Plastic Pipe ra of Irrioation pressure mainlines and all directional changes. I r Tv. 5all amb butteFPI Isolation valves- X. Acceptaric o commence maintenance 445 hours c. Remote control valve body and bonnet shall be brass and the valve shall have a a. Solvent weld pipe shall conform to A6TM D 1164 or D 2241 to m I the requirements of v. Control wiring 24 inches - v_ Irrigation controy va Ives- xi. Monthly maint a walk 48 Hours stainless steel control/ shut-off stem and manual operator. cell classification 124545 for pipe. Pipe shall be extruded I Improved P.V.C. virgin a.Fine granular soil not larger than 1/2 Inch shall be for Initial backfill and compacted to a dwslt� vi. Aufo-matic; controller. rain sensors and electrical conduits. XTi. FIna I Inspection days Manufactures: Rairibircl PE55-FR5, Hunter ICV-F5 or approved equal. pipe compound high Impact strength. Compound shall hav drostatIc design stress equal to undI$tUrb*,d $011. Clean backfill soil not greater than I Inch for remaining backfill. 4 - vil. Sleeves And pull boxes. -I. Master Control Valves rating of 2,000 P.S.IManufactures: Pacific Plastic. or *� I v1JI. Other related equipment (as directed by the Engineer), In.No field inspections will common unless record drawings are current and a. The master control valve shall be a switchable normally closed or open 24 VAC ice or roved equal. , F,No flooding shall be performed to compact trenches unless approved by the Owner's . r__ Upon completion and approval of record drawing prints, transfer all information to available for observation upon requ by the Owner's representative. solenoid actuated globe pattern, sprfn!@ loaded diaphragm type. The valve shall have b. Rubber gasket RV-C. pipe shall conform to D-1184 Type 1, Grade 1 2�000 P.S.I. representative. 1.111, I ;- I - S, Irrigation System Testing up to 200 P.S.I. At 150 degrees F. pressure rating. g. Sand backfill to a minimum of 3 Inches shall be applied to all piping under paved arsas� . j ,, � reproducible mVlars And provicile two additiona I blue line copes I design stress. All pipes shall conform to c - clal standards 05-256-64 and NSF , U a. Owner's representative must be notified 46 s prior to any irrigation testing or b. The body bonnet shall be brass or cast iron and the valve shall have a stainless steel h. If any settlements occur and irrigation adjustments are required the contractor "it maiii,thess f I d.Maintain as-bullt drawings on site at all times. These drawings are subject to inspection at control shut-off stem and manual operator. testing laboratories. Rubber gaskets sha form to ASTM 1861b. adjustments with no additional cost to the Owner. �� any time. I inspections, pr - -pound test Fabric reinforced rubber diaphragm assembly all pressure lines 2 inch and larger. Thrust blocks I 11" , b. Contractor shall perform a pressure test to all a I in s in the presence of c. The valve shall have a (600 Manufacturers. Pacific Plastl r approved equal. 1. Contractor shall Install concrete thrust blocks for ,�, a-Make charges to reproducible drawings in ink (no ball-point pen). Erase or use eradicating the Owner's representative. with self-cleaning stainless steel screen. 0, Reclaimed water pipe shall 0; or to ASTM 01164 or D 2241 to meet the requirements shall be a minimum size of one cubic foot. For bell and gasket pipe a joint restraint system shall 1:�* ,�� fluid when revising drawings, Make changes in a manner equal to the original drawings. Manufactures. Toro P220 or approved equal. used Instead of thrust tflocks I I , c. All pressure line must be tested under hydrostati ressur f 150 pounds per of call classification 12454 r pipe. Pipe shall be extruded of an approved P,V.C. 25. Flushing the System Per manufacture's specifications. I $at$ of blue lines)to the square inch (PSI) and be proven watertight. a. Flow meter shall be constructed of a schedule W tee with a solid state o-ring sealed virgin pipe compound hi strength Compound shall have a hydrostatic design street a. Open control valve after all piping and required assemblies have bow completed to flush out � f.Contractor must submit as,-bullt drawings (sepla mylars and two Lire. I f sure drop rating of 2 11 claimed water pipe shall be purple in color and bare the words the system, Engineer inspecting the site seven days prior to the start of the maintenance period for d. Pressure line6 must maintain pressure for as period of 2 ho epoxy fused sensor housing and nylon impeller. "CAUTION -,0400CCLS", D WATER" printed in black letters on two sides of all pipes, approva 1. occurs, contractor shall replace joints and repeat test until no pressure P is b. Flow meter must be installed and wirad per manufacturer's sper-If!catiors. . b. Irrigation heads are to be installed after completion of flushing the system satisfactory to the N I achieved. - Manufac, s. Pacific Plastics or approved equal. Owner's representative. 1 4. Comtroller Charts 10. Pressure Line Observation 213. Adjusting the System a. As-built drawings shall be approved in writing prior to preparing charts. 6. Ultr folat Resistant (U.V.R) pipe shall conform to ASTM 0 1164 or D 2241 to meet the I a. Prior to any backfilling of any tranch(s) contractor shall call for field obs r atfon a. Rain sensor shall be a heavy-duty plastic container with epoxy sealed electronics a. The contractor shall Flush and adjust all irrigation heads, control valves,pressure regulators, atc. b. Provide two controller ckarts for each controller supplied, showing the area covered by for verification of material, depths, clearances and warning tape by the Ow r... installed within a 1/8-irich thick steel enclosure. Mount sensor on controller enclosure or re orients of cell classification 124545 for pipe. Pipe shall be extruded of an for optimum performance. ,, the automatic controller. representative. uilding save per manufacturer's specifications. Sensor shall be wired per manufacturer's � proved P.V.C. virgin pipe compound high strength. Compound shall have a b. All heads must be adjusted to prevent over spray to buildings, walks, streets etc. c. The chart shall be a reduc,ed reproduction of the as-built system. If the controller b, Any trenching covered that was not Inspected or approved shall be made visible Ification, hydrostatic design street rating of 2,000 P.6.1. U.V.R- pipe shall be manufactured using 30. Slesving material proven to resist corrosion by ultra-violet radiation. Pipe shall be brown in a. All sleeving shall be 2 times the diameter of the pipe used. 61 I , for co trot wires sha b I sequence is not legible when reduced, enlarge it to a size that will be legible clocks wable for observation at the cost of the Contractor. color, . inches in diameter minimum, eev rig n It a 2 when reduced. 11, Controller Testing Manufacturers. Pacific Plastics or approved equal. b. All sleevine shall have minimum a cover of 24 Inches unclear paving, � d. Charts shall be,black tire print with a different transparent color used to show area of a. Prior to final acceptance contractor shall provide certification from manufacture a. Basket str ' r shall be manufactured with a bronze body with an W-mesh filtr n element ]s. Fittings c. All trenches for sleeving must be compacted to s6q. compaction using manual or mechanical coverage for each station. stating that controller specified on drawings has been installed per manufacturer's with a stainless el basket. a. All pressure line fittings 3 inch and smaller shall be Schedule W solvent weld P.V.C. taping device. a. Completed and approved charts must be laminated with plastic 10 mil thick minimum. specifications. Manufactures: H ard or approved equal. Fabricated pipe shall be from an NSF approved Type 1, Grade 1, F.V.C. compound 6. Contractor shall cap and pressure test all pressure lines under paving prior to backfilling and f,Charts "I] be completed and approved prior to fIna I inspection of the irrigation System. P sha I I be anufactured by Barrett Engineered a, San Diego, conforming to A6TM D1184 paving, b. Contractor shall test in the presence of the Owner's representative that all control a. Booster pum Manufacturers. Dura, Lasco or approved equal. wires and extra control wires are functioning property. California ((6113) 232-1661. T gineer shall determine pump. a. Contractor shall be responsible for the installation of all sleeves required for the irrigation e. Controller access. The E- mgliriaw reserves the right to have complete access to the c. Contractor shall provide sufficient manpower ancillor radio device to complete b. All pressure title fittines 4 inch and larger shall be iron ductile deep bell type system not listed in the drawings. I I constructed of grade 65-45-12 and shall be in accordance with ASTM A536. Rubber for 31. Layout 1 I I controller clocks for monitoring and controlling system failures. The contractor shall provide such testing in a timely manner. a. Filter shall be Turbo-Clean in filter liable from Filtration Systems Inc. (We) gaskets in fittings shall be in accordance with ASTM-411. All iron ductile fittings shall a. Contractor shall layout irrigation mainline, valves, and sprinklers etc. for approval from the Owner's the Engineer with two sets of All keys necessary for access to the controller clocks within the 1. 12. Lateral Line Testing S&S-4055. have stainless steel exterior lues to secure a Joint restraint system, representative. ,designated area. The kgrjs will then become the property or the Owner. a. Prior to any backfilling of any trench(s) contractor shall call for field observation Specify filter at F.C.C. and Install per fill eta I 1. 32. Additional Miscellaneous items I for verification of material, depths and clearances by the Owner's representative. Manufacturers: Leemoo or approved equal. a. All pipe above grade are to be stabilized with j-hooks at every 10 Fast. J-hooks "It be 04 x I; 5. operation and Maintenance Manuals a. The controller shall operate on a mini 0 120 v A.C. power Input and sha I I be c. All lateral line fittings downstream control valve shall be Schedule 40 solvent weld 18 inch rebar painted with black epoxy paint prior to Installation. a. Prepare and deliver to the Engineer, prior to the start of maintenance, all required and b, All sprinklers and assemblies shall be made visible for observation for verification capable of operating up to four 5 C 2 volt A.C. ote control valves at once. F.V.C. Fabricated pipe shall be from an NSF approved Type 1, Grade 1, F.V.C:. compound In. All assemblies requiring rebar stabilizing rods per plan and details shall be with 04 x 30 inch necessary descriptive mat I arial in complete detail and sufficient quantity property prepared in that all material has been installed per plans and specifications. The controller shall have a reset ult breaker to prot controller from to ATTM 01184 rebar and supported by vandal proof clamps constructed of stainless steel [petalled with a tool e material installed in sufficient detall to permit c. Any trenching covered that was not Inspected or approved shall be made visible overloading, Manufacturers: Dura, Lasco or approved equal. specifically designed for the process. . � I I four individually bound copies. Describe th b. The controller shall hav apendent programmable tations. d. Provide primer anal solvent cement for PVC solvent weld pipe and Fittings of c. Contractor shall Install metallic warning tape over all pressure supply line with a cover OF 12 qualified operating personnel to understand, operate and maintain all equipment. Each manual for observation at the cost of the Contractor. controller-programmin dule shall be capable of a lowing four atic start times I , specified type by manufactures recommendations. Inches from grade. Warning tape for potable water "it be blue in color arid the words, "CAUTION I- � I "It Include the followine. 13. Coverage Test per clay on four s te programs. Station timing shall be variable.Fr to Se minutes. Manufacturer. Weld-on or approved equal. . WATER LINE" permanently attached to tape, Warning tape for reclaimed water shall be lavender in I : L Index shoot stating contractor's address and telephone number. a, Contractor shall perform a coverage test in the presence of the owner's The controller m ave a water budgeting i ing or reasing a. All fittings shall have the manufacture's name, trademark and size applicable NSF or 11=5 color and the words, "CAUTION RECLAIMED WATER" parmar-iontiv attached to tape. Warning tape ,� � � it, Ouration of giwantas period with guarantee forms. representative. All irrigation sprinkler systems must providing 100% head to head of watering ' 9 for all stations at once. approval. aMll be 3" wide minimum. � ant with names and addresses of manufacture's local I !I!. List of sclyipm, coverage. Any areas not receiving head to head coverage shall be corrected and c. Thes c Iler shall have a master valvelremots pump start circuit for use ith a alter F. All threaded fittings shall have 3/4 Inch teflon tape. 6. Contractor shall provide identification tags with the number labeled for each valve attached , _ representative-$. retested per the owner's representative. valve pressurize the system when the programmed cycle starts to activat a remot I Iv. Complete operating and maintenance instructions on all major equipment. b. Contractor shall provide sufficient manpower and/or radio device to complete start relay to run the pump during the programmed cycle. 20. Brass Pipe and Fittings the each valve. For potable water the tags shall be yellow In color with black lettering, For b. In addition to the maintenance manuals, provide the maintenance personnel with the a. Brass pipe shall be in accordance with American National Standard Institute and be ee reclaimed water the tags shall be lavender in color with black lettering. " instructions for major equipment and show written avidwrca to the Engineer at the conclusion such testing in a timely manner. percent Schedule 40 red brass. a. All utilities, valve boxes, valves, sprinklers, quick couplers, etc, "it altl.uff have lavender caps or I of the work that this service has bow completed. c. All heads must be adjusted to prevent over spray to buildings, walks, streets etc. cl. The controller shall have manual watering capabilities for Single station operation at I ,Brass fittings shall be threaded 125-pound class. lavender colored parts as provided by the manufacturer for use a reclaimed water. (see adjusting the system section). any time with out changing programmed times. a. The controller shall have a factory installed backup program For standby operation and 21, Ga !zed Steel Pipe and Fittings � n � I and PCIUlpMent d. No planting or Ndro-seeding shall take place until coverage test as been 1 6. Spars Parts a backup battery to maintain the programs during power loss. a. Gsa I I ad steel pipe shall be Sc.heclule 40 hot dipped galvanized- 33. Water Supply � I ",-q v a. Prior to the start of maintenance prepare and deliver to the Engineer, all required spare approved In writing by the owner's representative. f. Install one extra 11/2" inch conduit to controller for future use. b. Galvani fittings shall be Schedule 40 hot dipped galvanized. a. The Irrigation system shall be connected to water supply as shown on drawings. Contractor shall -i 2"On � � I notify Architect ImmadiatelLi of any discrepancies. � � parts, tools and squipmerL Spare parts, tools and equipment shall include but mot limited to Tree planting may commence upon approval from Owner's repres, tive. Manufacture: Calsence ET-2000. Contact Bob Moxley with Calsense (aOO) 5-12-6,0108. 22, Irrigation He (Genera 1) I � � b. The Contractor "I] be-responsible for any minor charges due to actual site conditions, 1 .. the followlng� 14. Firia I irrigation Inspection a. All irrigation he shall be the size, type, and provide the same rate of precipitation 5 I � � I. Two quick coupter keys with 3/4 inch bronze hose bib with hand wheel. a. ,411 irrigation systems shall be tested in the presence of the er's representative with the same radius ,spray,pressure and discharge in G.P.M. as listed,on drawings 34. Electrical Supply � I a. Contractor to coordinate final location of controller with job site Superintendent � IT. Two quick co : ter lid kays a. All controllers installed outside must be mounted inside a stainless steel enclosure with arid Owner's i I UP and by under complete automatic operation and proven t leak free irrigating representative. , fit. One valve box cover wrench or key lockable-hinged cloors. b. All spray head sprinklers JI have stainless steel screw adjustment for radius of ) � designated areas per plans and specification with least ount of over spray as b. Prior to Installation of controller contractor to varify that all required electrical equipment is 11 � I I � � iv. Two wrenches and shrew drivers for adjustment and disassembly for each b. The enclosure shall have one full time 120 VAC CiFCI type circuit with onloff switch and spray. � �� " type of sprinkler head used in the irrigation system possible. pigtail connection for remote control use. c. Riser and swing joint assemblies 11 be as indicated on drawings. Accessible for complete installation. !, � 1. � � � v. one 5-foot tass wrench for operating isolation valves specified b. Contractor shall provide as-built record dra - s and controller charts at final cl, All irrigation heads shall have a fac installed check valve or have an after market c. Electrical connections and equipment must be as listed In controller installation section and per I vj. Six extra sprinkler heads of each type And size used in the irrigation system. Irrigation inspection for approval prior to m t nafer and laminating- check valve installed. manufacturer's specifications. I vil. Remote radio device for irrigation controller(s) if specified a. All control wiring for connections between remote control valves and controller shall be a. All other requirements for non-pressure lat I line pipe to be as specified In fitting 35. Gra doe I "'.-_ .1 , _ I .. �:�� I .1�,:� 1 ,; � ,Z�, I I 11 I c. All irrigation turn over items shall b Fried in to the Owner's representative prior I a. Prior to commencing any worle,the contractor shall carefully check all ' � Z, I direct burial AWG-F wire installed in accordance with manufacture's specifications. specification section, gradas:and vaeir��,thatz4ftsr-i-_ 11 � � 1. Guarantee to the start of maintenance. F, In no case shall the irrigation head spacing exc he maximum manufacturer's all Irrigation work arid soil preparation completed, all gracas will be per specified depth as per the I a.Provide written guarantee in form approved that all work with defects In workmanship and b. All splices shall be sealed with waterproof connectors and waterproof sealant. recommendation. � landscape contractor's scope of work with a +- 1/10, � � � materials Mill be repaired or replaced at no cost to the Owner for a period of one year IRRIGATION SPECIFICATI ATERiALS Manufactures: Dri-Splice or approved equal. g. Irrigation heads along walks, curbs, paving, etc. shall a sItlotied I inch above finish 36, Maintenance . , I c. Wiring shall be buried adjacent to mainline wherever possible and for more than one grade. Irrigation in turf areas -shall be positioned 2 1 $ a� _� from the date of acceptance 1:,9 the Owner's representative. 1. 5ackflow Prevention vice's ffnisrigrads. a. Contractor shall have irrigation system under complete Operation for a period of I clage prior to a- 5ackflow prev units shall be approved by the Foundation for Cross-Connection wire they shall be bundled at every ten feet using black electrical tape. I and planting or Ndro-seeding. , � I b. This form shall be transferred onto the contractor's letterhead anti must contain the Control and ulic Research K All sprinkler heads shall be set perpendicular to finish a as. b. Contractor shall maintain entire irrigation system to an acceptable condition to the Owner's following: earra&t .Amff tcan Tract 0 2SI14-1 b. 5a ckf I assemblies shall be installed using brass silo, unions and nipples. d. Expansion curl shall be provided within three feet of each connection and at all 23. 5ubt:�lars representative for the period of so days unless otherwise noted. . changes in direction. Provide a two-foot expansion loop for every 100 fast of run. a. Bubblers shall be constructed of heavy duty plastic and be pressure c � I sation full 31. Clean-Up c. T abco ,525YA or approved equal. , circle. The bubbler shall have a screen to protect it from clogging. a. Clean up shall take place on a daily basis, after each portion of work has - pl a as I bow oom eted nd d. - flow device enclosure shall be constructed of stainless steel OB expanded a. Wire size shall not be less than 014 eaugs. directed by the Owner's representative. The contractor shall legally remove from site any trash or tal with an angle iron frame. Enclosure shall have a hinge on one end that allows F. Control wires shall be black in color. IF additional controllers are installed provide b. Bubblers shall be adjustable from .25 - 1.0 GPM and operate between 20-W PSI. material from his scope of work- � for removal of the enclosure for backflow service. Enclosure shall be bolted to a different color common wires for each controller. 1 36. Final Approval I concrete pad using galvanized steel hardware. g. Common wire shall be white in color. If additional controllers are installed provide Manufacturer. Ralribird 1400 Series or approved equal. � I a. All irrigation shall be tested In Its entirety by the Owner's representative and approved in writing I white wire with colored strips. Stripe to be same color as control wire color. 24� Sprinkler Heads &fore commencement of planting and hydro-seading accept for treat, as direc-ted by the owneri � � 11 Manufactures- LeMeur, Strong Box, All Spec or approved equal. h. Contractor shall provide one extra wire for every five valves and two extra wires shall a. The sprinkler body, nozzle, stem and screw shall be molded out of heavy duty plastic. r I antative. � - 11 I 1 2. Pressure Reducine Valves b. C ctor a 11 provide all charts, record drawings, turn over items etc. as listed in Irrigation 11 I - a. Pressure reducing valves shall be of bronze and stainless steel construction and be provided for every valve in any isolated area and the extra wires shall extend past b, Pop-up height shall be as listed In drawings and in no case ehorter than 4 Inches. (genera I Ion prior to final approval, i I I 11-1- � the last valve in a group. Extra wires shall be orange in color and looped in every DI 11 1 � RT be adjusted from 25 P.S.I. to 125 P.S.I. I 11 I I I . � i I -111 I I I Manufactures: Wilkens 50OHL.R or arproveol equal. valve box and made accessible for future use If needed. c. The sprinkler -shall have an adjustment screw used for regulating flow and radius with - END OF SECTION - I 1� 1, 3, Wya Strainers matched precipitation rate (MPR)nozzle. - � I I DIAL I I - TWO WORKING a. W�Ie strainer shall be bronze construction with a stainless steel screen element. W9e I, No wire splices shall be permitted unless run is longer than 2500 Feet or approved by d. The sprinkler shall have a removable screw to protect it from clogging. .1 I F30 I � Owner's representative. e. The sprinkler shall have a stainless steel spring for proper pop down. ... 11 I BEFORE DAYS BEFORE strainer shall have a .standard Filtration size of W mash. V "I 11�� _. I , Manufactures: Wilkens IOOY55R or approved equal. F. The sprinkler shall I�e equipped with a factory installed check valve (seal-a- matic I YOU DIG �� YOU DIG (SAM)) identified on the cap and capable of holding water up to 10 feet of elevation 1_- � 27- -93 1 1 1 1 � change. I q It,__' . ,- ��,, AFROVAL BY TRAN5FORTATION I TOLL FREE 1-800-422- 3 1E)"4VIDE 11 FOR UJORI< IN FU5LIC RIGHT OF i A PUBLIC SERVICE BY I WAY ONLY. UNDERGROUND SERVICE A I � I I NOTE. I'll smc� COUNTY OF RIVERSIDE ::::�� BENCHMARK: INFRASTRUCTURE-TRACT 29114 'q'%Lr" NO. 030178 ' i � WORK CONrAWED WMW THESE ' ,, �I FESS/0, L 111,tADSC4p_, BMLA, Inc. LOCATED 3.7 MILES NORTH OF CITY OF TE11"VIA, N SHEET NO. JIM , 1� TRANSPORTATION DEPARTMENT % I NOT COMWENCE UWNTMIL AMN POW I A. ( T. LANDSCAPE ARCHITECTURE & SITE PLANNING COUNTY OF RIMMDE. STAUPW *T-46-81 0 RESET 1997 PERMIT WEIT ISSUED. 11 , A 3 1121ALUM. DISK IN CONC. CURB. PROM THE INT. OF COUNTY OF RIVERz5"it. ANDIOR A OWNG PVW I P- APPROVED BY I I I . - IN-,- C, RMICHO CALIF ROW AND FRONT' SIMT 1.7 MUS NIN ON 1) 1HE` PIWATE i 1HEX MANS IS ' ;�P_ 31 0 N. JOY STREET FFVZSON AV&" TO THE INT. OF C5 f 11 11 a , THIE ACCLOVICY MD cc RCE :0 %� � - � FRW STREEr- J& ,SCHEDULE A " S % * � I A I RESPONSOX I W 33950 r" & � /Ml W V -_� - I > CORONA, CA 92879 JE"ERSON AM WINCHESTER (WY .79), LAND,SCAPE IMPROVEMENT PLAN N ACCEPTAKRY DOM THM-10N. IN THE I L EXP. 6,/30/08 $46i PHONE: (951) 737-1124 FAX: (951) 737-6551 2.0 MILES NE ON *7NCHESTER ROAD (HWY 79) TV A BRIDGE OFi-C SHa-F4 ' 11 I - IES AROW�AM COUNTY KHALED A. OTHMAN ' � �� DA7E-6 - I� * OVER THE 5ANTA GERTRWS CIRM, W.5' VLY OF N I I I WRM (VNsMX7",# 1W . . \ CNL 301 EAST COOK STREET, SUITE B2 C&4MRUNE OF WINCHESTER ROW (HWY 79) AT SE`LY COR IRRIGATION 6FECIF" ICATION6 NO. I I I 11 - sex 7 BRIDGE OVER 5SANTA GERTRUDIS CREEK 4.5' N'LY OF S`LY I � S144U1 BE RESPON, FM � I I � ACCEPTABLE Sbl� AND I 01F - %N 6%6_1 OF SANTA MARIA, CA 93454 SIDE OF CREEK. is XXXXX I I - APPR.I 5FTE- 0 - PHONE: (805) 348-1393 FAX: (951) 737-6551 M. I r1_1 i I 7W PLANS FOR APPROVAL BY 1W AWK W.0. COUNTY r2a " , I I I COUNT�K aow4m R E V I S I 0 N S COUNTY . &OWOT0, mubm- DAtE. . . . ELEVATION-1097.163 Fr a4TE 6-12-97 BARRATT AMERICAN I , I I " no' NO. I I I I Z-4 I I I -- I -N I _%, 7 i I I � 11 � � � I � I " e �,1111�3,� - I - � ,,"" I I -� �pr�rs� 1='LANTI', PLANTING SPE ATIONS GENERAL PLANTING SPECIFICATIONS EXECUTION i. Genera I Requirem s 1. Installation r i roots and remove le a I i die ose of a I l weeds asses including d. Contractor a. Permits: Contract Il obtain and pay for any permits required.. a. Contractor she I l clean, g y p , g ng c shall monitor watering. to prevent braying and fungus. a. Contractor i i shall to v f r� under this section. take e � measure possible b. All irrigation shall be ........plated, approved and under automatic operation for a minimumo construction debris de S p bla to protect sod by providing temporarS g 1 da s prior to a p lr�ntin b. Contractor shall be responsible for the protection and storage of a I I material for the fencing if necessary at no additional cost. p 2. $co a Of Work project. f. Hydro-mulch slurry shall be applied under high pressure evenlg and provide a uniform coat o _ o it a. The intent of the drawings and s ifications is to indicate the processes requirsd for the c. All grades shall be as indicated on the drawings and must be + 10 , an a areas specified. v . O ars ra 1 additional cost in labor and material to the Owner, shall be removed rmmad�atai from sidewalks, walls is or an structures. Installation of a complete planting wit tad 2. Landscape Grading g p y g g . . . . h. Contractor sha I l provide 98 percent germination to all dro-seeded areas prior to turn 3. Inspections a. The contractor shall complete grading and filling as needed or remove additional dirt, rock, p p g � a. Request for ins ections must have 48 hour ice in advance. over. and debris over 3/4 inch in diameter within the top 3 inches in a I I turf and planter areas less 120. ©t Barriers b. Contractor mustbeon site for a l I inspa:ctions. than 3.1. " a. of barrier r li �� , _ Ro a she be D Root control barrier panels U 24 2 r C. An work not lated why inspector arrives wh : was requested for, shall be billed to b. Contractor shall bringall landscaped areas to finish rade. � p B o approved equal o y current inspector's rate. C - p n /gr sidewalks. cylinder root barriers shall be approved. the contractor at the c p c. Flow lines shall be established to existing curbs a d o s dewa ks. b. Root barriers shall be install for all trees lamed within 5 feet f n at o a hardsca in approval shall l removed exposed or replaced p g p d. Any work completed without inspection or app xp ap d. All landscape areas shall be sloped to provide positive drainage. c. Contractor shall install root barriers per detail at the cost, of the contractor. 3. Soil Preparation shall call for inspection for the following items: il. Jute Netting . a. Contractorg a. Contractor shall rotor-till amendments into all turf and planter areas 3:1 or less throughout i. Finalgrading p g a. Jute netting shall be uniform plain weave, flame-retardant mesh. Goo-jut molder resistant the first 6 inches. it. Weed-abatement Observation or approved equal. The mesh shall be grew in color. b. The followingapplication rate is for bidding purposed onl and is per 1000 square feet of b. Jute shall be 46 inches wide with a weight of .Sl iii. Tree and shrub layout planting area. pp g p p g p q 1 de g pounds per line- yard.. Iv. Tree and shrub planting pits p g 2 Grades i. 4 cubic yards of soil conditioner a. Prior to commencing any work the contractor shall carefull ck all trades and verif that v. finish :rade for to dro-seeding g g • • after all irrigation work w ii. 30 lbs. of commercial fertilizer approved bg the Owner's representative g o and soil preparation completed, grades will be per specified VT. Final Inspection gyp grade� 4. Submittals iii. agriculture 50 lbs. of alture rade sum depth as per the landscape contractor's scope of w with a +- 1/10. a. All submittals shall be submitted within 15 days after receipt of executed contract iv. 25 lbs. soil sulfur 13. Guarantee a. All trees 1 gallon 5 a o and larger the contracto ll guaranteed for period of one : ear. b. Contract shell submit the follow items but not limited to. c. Actual soll preparation shell be based on the soil report. g g g p y . All b A trees smaller t sizes forapproval hon 15 anon l listed nurseries and material sand all dant material sly I I be war 1. Plant material proof of purchase withd. Soil samples shall be taken in the presence of the Owner's representative. g p guaranteed for a period ii. All soil amendments a. Contractor shall submit soil samples to an approved laboratory testing facilitS. of 30 days. Iii. Bark mulch . c. All plant material that is dead or n or as directed f. Contractor shall provide one soil report for every 50,000 square feet. p g ted by the engineer within the guarantee Iv. it report period. 50 od shall be replaced cad a t t t f oil recommendations must be separated for turf, planter, slope and plant material backfill p p � s o the contractor with 1 days of written notice. v. Labels for all herbicide and fertilizers used mix. d. All replacement plant mat shall be exact as specified in species and.. size. No vi. HSdro-seed mix 4. Weed-a ement substitutions shall be allo unless written approval from the engineer is obtained. a. Weed-a ant shall not commence until complete irrigation system is under complete automatic irrig n and has been approved. PLANTiNG SPEGIFICATiONS MATERIALS b. Upon com ti f soil preparation the contractor shall complete the following END OF SECTiON - 1. dant Material • i. Irrigate all are be planted, sodded or seeded for a period of seven days to a. All plant material shall be the same as specified in the drawings. germinate all wee ads. a prove d wee ki killer per manufacture's recommanda t i RECTI 0290Q> MAINTENAN SPECIFICATIONS GENERAL 1. Maintenance Z> ition a. Contractor shall intain entire project within the contractor's scope of work until final approval for all work been obtained to start the 9O calendar day maintenance at the contractor's expense, b. Contractor shall maintain a ndscaped areas for a period of 90 calendar days unless otherwise noted. 2. Turf Maintenance a. Contractor shall mow weekly or more i ded all turf areas to a height between 3/4 inch and 21/2 inch depending on variety of turf. b. Contractor shall edge a turf areas a biweek r more if needed. c. All clippings must be removed from sidewalks o djacent areas. re cl. Contractor shall remove all excess clipping ing from to areas. e, Contractor shall monitor watering to all turf areas and vide sufficient moisture levels to all turf area. 3. Tree and Shrub Maintenance a. Contractor shall remove any dead growth on all trees and shrubs needed. I:% No stripping, of lower branches from any tree or shrub unless directe y the engineer. c. Trees and shrubs shall be pruned as directed by the engineer. d, No tapping of any tree is allowed unless directed by the engineer. is, Contractor shall remove tree stakes when stakes are no longer needed. 4. Weed Control a. All tree and shrub basins and all areas must be weed free. b. Contractor shall apply pre-emergent herbicide where possible to prevent weeds as dire d by a licensed pest control consultant. c, Contractor shall remove all weed from site manually or chemically . Rodent Control a. Contractor shall be responsible for maintaining a rodent free project_ b, All measures to eradicate rodents must be as directed bya licensed pest control consultant. c. Contractor shall rpair/replace all damaged caused by rodents under this section. (o. Fertilization a. Contractor shall fertilize turf, slope and planter areas every 30 calendar days with approved fertilizer at the Manufacture's recommended application rate. b. Apprdved fertilizers are 15-15-15, 16-&-5 and 21-1-14 -f. Ma intenance Genera 1 a. Edge groundcover as needed to maintain no growth over sidewalks, around tree and shrub basins or up wa I is or fences. b. remove all trash weekly l c. Test complete Irrigation system biweekly. 8. Clean-Up a. Clean up shall take place on a daily basis, after each portion of work has been completed and as directed by the Owner's representative. The contractor shall legally remove from site any trash or material from his scope of work. 9. Fina l Approva I a. All landscaped shall be inspected in it's entirety by the Owner's representative upon completion of W calendar day maintenance and have project turn over approved in writing. b. Contractor shall provide all charts, record drawings, turn over items etc. prior to final turn over. - END OF SECTION - CONTINUED LAND,5CAFE 1'1AINT NANC FROVID D � VALLEr-WIDE RECREATION AND f=,4R< D I5TfRICT FEIR AO1RMENT LETTER DATED MA'r 15, 2003. i YV DI z �� . ' " � " L tP � D DIAL TWO WORKING BEFORE DAYS BEFORE APROVAL 5Y TRAN5PORTATION YOU IVIG YOU DIG FOR WORK IN PU5LIC RICHT OF TOLL FREE 1-800-422-413 WAY ONLY. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE. - .. 0 6 COUNTY t fRIVERSIDEBMLA, B ENC HMARK: INFRASTRUCTURE—TRACT 2 114 I.P. i C30178 )FES Inc.ILOCATED 3.7 tinLEs � � CrtY OF TEMCUtA SHEET NO. wow WtiiHN ThE �$ fIECE UNTIL AN TRANSPORTATION DEPARTMENT COCNYOF RESDE. STAP� fi �—$1RET 197 UED. LANDSCAPE ARCHITECTURE & SlTE PLANNING COUNTYO RIRIAND/OR A GdADG PERMHAS APPROVED BY A / ALUM. DISK MCONC. CURB. FROM TMT RANCHO CALIF. ROAD AND � STREET 1.7 N �� c� MILES WON ... 310 N. JOY STREET FRONT STREET— ,! � AVENt/E TO THE Ilv�: OF SCHEDULE A THE PRIVATE 001N ER S PLANS IS Lu �_ CORONA, A 92 7, COD C 89 JEFI�E'RSON AN WINCHESTER CHESTER 1�Y1' 79 . � t 1 I AIVD FOR ACCURACY RCE 3395 AN L DS � CA E 1 MPR 0V M NT NE ON N E E P L S WMIC RGA H ES7Ei? WY 79 TO A . 7 PMCtNE. 951 737 1124 FAX. 951 737 6551 ( ) E9ZIDGE � T T��v. IN THE EXP s/3o/os � ( ) ( ) OVER THE A EVOW t�' � AFTER ttMY K A. OTHMAN DATE. SANT CERTRtJDiS CREEK 55.5 E'LY OF HN.ED TE ; CENTERLINE OF WINCH APPROVAL CONSTR�ON 1 ESTER ROAD HWY 79 AT SE`LY COR FILE 3fl EAST COOK STREET SUITE B2 I CNS. 6FEC: IFICATION& ' PI4IVAT� t�4LL RES'�BLE != q �T BRIDGE 01�R SANTA tTRUDiS CREEK 4.5 N LY OF SLY lF FOF + SANTA MARIA, CA 93454 xxxxxxx AN AC�EP7`ABl� S�UT�M OF A1- � O CAS- SIDE OF CREEK _ _ FOR. PLANS MR , . BY TFC APPR: DATEPHONE. 805 348-1393 FAX. 951 737-65 W.O. COUPITY r IBE€R R E V 1 S I D N S COUNTY RE DED, WILLDAN DATE: ELEVATION-1097.163 FT 04TE 6-12-97 BARRATT AMERICAN FU M.