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CL f� CL 1 (4 _0PA VILLAGE APN # ZONING PROJECT TYPE < EUR � _ 943260®045 CITRUS VINEYARD COMMERCIAL LLJ C EST LA VIE PROJECT DIRECTORY z 'C HATE A U 41210 VIA EUROPA OWNER: LANDSCAPE ARCHITECT: CIVIL ENGINEER: -M INVESTEUROPA, LLC GMP, INC. ALBERT A. WEDD ASSOCIATES t� payEUROP TEMECULA CA 41391 LMIA STREET, SUITE 200 4010 SORRENTO VALLEY BLVD., SUITE 200 3756 MCCRAY ST; L L E MURRIETA, CA 92562 SAN DIEGO CA, 92121 RIVERSIDE, CA 92506 951,696.0600 655.555.5977 951.686.1070 GREG LINHOFF ROB STRE A ROBERT "BERNIE" BERNDT ON -SITE LANDSCAPE PLANS0-1 V)L oCOUNTY OF RIVERSIDE NOTES GENERAL CONDITIONS SHORT FORM VICINITY MAP e f 3 F_ I I AGREE TO COMPLY WITH THE REQUIREMENTS OF ORDINANCE NO, 359 AND SUBMIT A COMPLETE LANDSCAPE 1. THE CONTRACTOR AGREES TO HOLD THE OWNER AND LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ' DOCUMENTATION PACKAGE. SHOULD THE ORDINANCE BE REMISED, THESE PLANS MAY BE SUBJECT TO CHANGE ARISING OUT OF HIS OPERATIONS OF ANY OF HIS SUE CONTRACTORS, MATERIAL SUPPLIES, OR AGENTS, I BASE O PDATED ORDINANCE. COVERAGE 02/25/2016 ,�� LAND CAPE ARCHITECT DATE BODILY INJURY° $250,000 PER INDIVIDUAL, PER OCCURRENCE o PROPERTY DAMAGE: $100,000 PER OCCURRENCE, AGGREGATE THE CONTRACTOR AND/OR OWNDER IS RESPONSIBLE FOR SUBMITTING A SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IMPLEMENTATION OF ITS RECOMMENDATIONS. 2, ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. CL CONTRACTOR AND/OR OWNER IS RESPONSIBLE FOR SUBMITTING A SOIL ANALYSIS REPORT AND DOCUMENTATION VERIFYING IMPLEMENTATION OF ITS RECOMMENDATIONS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES, AND SERVICES BEFORE COMMENCING WORK, THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY, ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT. COSTS OF ALL UTILITIES. PERMITTEE MUST" INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 46 HOURS TO 4, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON, AND ADJACENT TO, BEGINNING CONSTRUCTION. THE PROJECT SITE DURING CONSTRUCTION, CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE uj PHONE: (951) 955m6790 FOR PERMIT CASES (C,U., P,U:, OR RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. VOLUNTARY), CABAEON AND AREA WEST PHONE: (951}9556665 FOR PARMEL MAPS AND TRACT MAPS 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING AND/OR ARCHITECTURAL PLANS BEFORE SITE _j xBEGINNING WORK. CL ly- PHONE: (760) 342-6267 FOR PERMIT CASES EAST OF CABAZON ,a 6. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY INVESTEUROPA, LLC. PER AGREEMENT DATED 0601@2017, 7. CONTRACTOR SHALL HAVE A VALID CONTRACTORS LICENSE REQUIRED FOR THE PARTICULAR WORK BEING DONE, �� - CONTRACTOR SHALL NOT ALLOW THE LICENSE(S)TO LAPSE DURING THE CONTRACT PERIOD. ORDINANCE 499 ® ENCROACHMENT PERMIT NOTE- 6. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT(600) 2272600 BEFORE START OF CONSTRUCTION (2 NO PERSON, INCLUDING FIRM, CORPORATION, PUBLIC UTILITY COMPANY, PUBLIC AGENCY OR DISTRICT, OR WORKING DAYS OR 46 HOURS), POLITICAL SUBDIVISION, SHALL MAKE ANY EXCAVATION OR BACKFILL IN, OR CONSTRUCT, INSTALL, OR MAINTAIN ANY IMPROVEMENT, STRUCTURE, OR ENCROACHMENT IN, ON, OVER, OR UNDER, ANY COUNTY HIGHWAY OR THE RIGHT 9. CONTRACTOR SHALL VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION. OF WAY THEREOF WITHOUT FIRST OBTAINING FROM THE COUNTY TRANSPORTATION DIRECTOR A PERMIT THEREFORE, OR OPERATE AND MAINTAIN THE SAME WITHOUT SUCH PERMIT OR IN VIOLATION OF THE TERMS OR CONDITIONS THEREOF. SUCH A PERMIT SHALL BE ISSUED BY THE COUNTY TRANSPORTATION DIRECTOR ONLY UPON WRITTEN APPLICATION THEREFORE, AND PAYMENT OF THE REQUIRED FEE OR FEES: SUCH PERMIT SHALL BE ISSUED ADDITIONAL NOTES ONLY IF THE APPLICANT IS A PUBLIC UTILITY COMPANY HOLDING A CURRENT FRANCHISE FROM THE COUNTY OF RIVERSIDE, OR A PUBLIC AGENCY OR DISTRICT, OR POLITICAL SUBDIVISION HAVING LAWFUL AUTHORITY TO USE THE � HIGHWAY RIGHT OF WAY FOR PURPOSES SPECIFIED, OR THE OWNER OF AN EASEMENT FOR SUCH PURPOSE WITHIN CONTRACTORAGREE TO ASSUME SOLE RESPONSIBILITY R JOB SITE CONDITIONS DURING THE COURSE OF THE HIGHWAY RIGHT OR WAY OR IF THE TRANSPORTATION DIRECTOR IS SATISFIED THAT THE USE PROPOSED IS IN CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL THE PUBLIC INTEREST AND THAT THERE WILL BE NO SUBSTANTIAL INJURY TO THE HIGHWAY OR IMPAIRMENT OF ITS APPLY CONTINUOUSLY AND NOT E LIMITED TO NO ORKI G HOURS, D T T THE CONT TOR S L DEFEND, uj USE AS THE RESULT THEREOF, AND THAT THE USE IS REASONABLY NECESSARY FOR THE PERFORMANCE OF THE INDEMNIFY,AND HOLD THE OWNER/DEVELOPER,THE COUNTY OF LOCAL JURISDICTION AND THE LANDSCAPE DESIGNER FUNCTIONS OF THE APPLICANT. EVERY SUCH PERMIT SHALL BE REVOCABLE AND THE USES AND INSTALLATIONS HARMLESS FROM Y ALL LIABILITY R OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE O WORK ON THIS THEREUNDER SHALL BE SUBORDINATE TO ANY PRIOR RIGHT OF THE COUNTY TO USE THE RICHT OF WAY FOR PROJECT,EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE NE DEVELOPER,COUNTY OF LOCAL Lo 00 PUBLIC ROAD PURPOSES. EVERY SUCH PERMIT SHALL BE CONDITIONAL UPON THE RIGHT OF THE COUNTY TO JURISDICTION AND THE LANDSCAPE DESIGNER. REQUIRE THE PERMITTEE TO RELOCATE OR REMOVE THE IMPROVEMENT, STRUCTURE OR ENCROACHMENT AT THE PERMITTEE°S EXPENSE FOR THE BENEFIT OF THE COUNTY OR TO RELOCATE THE IMPROVEMENT, STRUCTURE OR ENCROACHMENT AT THE PERMITTEE°S EXPENSE, WHERE IN THE OPINION OF THE COUNTY TRANSPORTATION AMERICANS WITH DISABILITIES NOTES: DIRECTOR, SUCH ACTION IS REASONABLY NECESSARY TO AVOID, FOR THE BENEFIT OF ANY PUBLIC UTILITY SHEET INDEX COMPANY, PUBLIC AGENCY OR DISTRICT, POLITICAL SUBDIVISION, OR ANY OTHER PERSON OR AGENCY HAVING A 1, ALL SLOPES SHOWN ON THIS PLAN WERE DESIGNED AT OR BELOW MAXIMUMS ALLOWED BY THE AMERICANS RIGHT TO USE THE COUNTY HIGHWAY FOR THE PURPOSE PROPOSED, A CROSSING CONFLICT OR UNDERGROUND WITH DISABILITY ACT ACCESS GUIDE A.D.A.A.G. IN ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS THE ( ) 01 m02 L2 001 002 TITLE SHEET KEYMAPS 05 INTERFERENCE; BUT THE ACCEPTANCE OF A PERMIT SHALL NOT BE DEEMED A WAIVER BY THE PERMITTEE OF ANY CONTRACTORS RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT THAT A DESIGN 03 101 CONSTRUCTION NOTES & SPECS GROSS ACREAGE: CONTRACTUAL OR STATUTORY RIGHT AGAINST ANY PARTY FOR REIMBURSEMENT OF THE EXPENSE OF SUCH QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF THAT IS DIFFERENT THAN SHOWN ON THESE 04 102 CONSTRUCTION SCHEDULE .F. e < UJREMOVAL OR RELOCATION, EVERY SUCH PERMIT SHALL BE SUBJECT TO SUCH CONDITIONS AS THE COUNTY PLANS, WORK SHOULD CEASE AND THE ENGINEER BE NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE 05-10 111 ® 116 CONST UCTIO PLANS z Z75 TRANSPORTATION DIRECTOR DETERMINES ARE NECESSARY TO ASSURE T�H�E SAFETY OF THE TRAVELING PUBLIC DETERMINED. 11 121 CONSTRUCTION DETAILS NET ACREAGE: LL AND THE RESTORATION OF THE HIGHWAY, INCLUDING PAVEMENT SURFACES, GROUND SURFACES, AND 12 201 IRRIGATION LEO ND CALC®S SUBSURFACES WITHIN HIGHWAY RIGHTS OF WAY: THE COUNTY TRANSPORTATION DIRECTOR MAY REQUIRE SUCH 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK RELATING TO A.D.A,A, .ACCESS 1314 202 - 204 IRRIGATION SPECS X,XXX S.F. (X AC.) bi SURETY BOND OR DEPOSIT OF MONEY AS IN HIS JUDGMENT MAY BE NECESSARY TO SECURE PERFORMANCE OF THE FOR THIS PROJECT. SINCE THE CODE DOES NOT ALLOW FOR A CONSTRUCTION TOLERANCE,ANY CONSTRUCTION 15 204 IRRIGATION SPECS & NOTES z 3: I CONDITIONS OF THE PERMIT AND THE REPLACEMENT OR RESTORATION OF THE HIGHWAY, INCLUDING PAVEMENT THAT EXCEEDS MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. ARE SUBJECT TO 1 ®20 211 ® 215 IRRIGATION PLANS — TOTAL LANDSCAPE AREk SURFACES, GROUND SURFACES, AND SUBSURFACES WITHIN HIGHWAY RIGHTS OF WAY, AND ANY SURVEY` REJECTION BY THE COUNTY AND MAY BE REQUIRED TO BE REMOVED AND REPLACED. 21-24 221 ® 224 IRRIGATION DETAILS MONUMENTS OR OTHER IMPROVEMENTS THAT MAY HAVE BEEN DISTURBED, THE COUNTY TRANSPORTATION 25 301 PLANTING NOTES 51 ,211 S.F. (1 .18 AC.) D _ I DIRECTOR MAY, WHERE CONVENIENT TO ROAD WORK HE HAS PROGRAMMED, OR FOR OTHER REASONS OF COUNTY 3. SINCE THE CIVIL ENGINEER OR SURVEYOR CANNOT CONTROL THE EXACT METHODS OR MEANS USED BY THE 2 ®30 311315 PLANTING PLA S < CONVENIENCE, AR NGE TO DO THE WORK OF REPLACEMENT TO PAVEMENT OR RESTORATION OF THE ROADWAY GENERAL CONTRACTOR OR THEIR SUEmCONT CTCV DURING GRADING AND CONSTRUCTION OF THE PROJECT, THE 1 321 PLANTING DETAILS AT THE EXPENSE OF THE PERMITTEE, PERMITTEE SHALL BACKFILL EXCAVATION TO CURRENT COUNTY STANDARDS CIVIL ENGINEER OR SURVEYOR ASSUMES NO RESPONSIBILITY FOR FINAL ACCEPTANCE OF A.D.A.A.G. RELATED ITEMS IN ACCORDANCE WITH COUNTY ORDINANCE 461. IF REQUIRED, PERMITTEE SHALL ALSO RESTORE THE COUNTY OF THIS PROJECT BY THE COUNTY, ANY OTHER AUTHORITY OR OTHER AFFECTED PARTIES. SEEL �} F �SHEET HIGHWAY OR RIGHT OF WAY TO ITS CONDITION PRIOR TO EXCAVATION. IF ANY PERMITTEE SHALL FAIL TO BACKFILL L ANY EXCAVATION OR TO RESTORE THE COUNTY HIGHWAY OR RIGHT OF WAY TO ITS CONDITION PRIOR TO THE COMPLIANCE WITH A.D.A.A,G,CONSTRUCTION REQUIREMENTS ILL E THE SOLE RESPONSIBILITYOF THE T I NG EXCAVATION, THE COUNTY TRANSPORTATION DIRECTOR SHALL HAVE THE RIGHT TO PERFORM SAID WORK AND GENERAL CONTRACTOR AND THEIR SUB—CONTRACTORS. COLLECT IN THE NAME OF THE COUNTY THE COST THEREOF. uj CL LLJ 9 Ldz OfC ' z 00 uj Lo 001771 I DL Q NOTE: 1 , c� SEAL—LANDSCAPE CAPE I TEOT PREPARED BY: SHEET NO. 0 E CH m WORK CONTAINED ITHIN THESE PLANS 98 Ape � RIVERSIDE � H NOT O N TIL AN � � GMP LANDSCAPE ARCHITECTURE ALL C E C w. 99 _.. a ��` U VILLAGE EST I DIAL ENCROACHMENT ENT E IT AND ORA a 4010 SO RNT GALLEY BLVD. , SUITE 200 TWO WORKING GRADING PERMIT A BEEN SUED. 41210 I Ld Now c� OE ,,,q SAN DIEGO,EGO CA 92121 DAYS BEFORE YOU ®' Y00 DIG 0858-558-8977 LANDSCAPE PLANS N 0 F— The private landscape architect signing these pls is responsible for assuring * �J���e� JOHNP SON I� OF SHTS `POLL FREE1-800-227-2600 s? I1 �, CL t, the accuracy and acceptil�t�of the design hereon. In the event of discrepancies l 22 17 BOR; Oo COUNTY 4D&f snag- after county approval or E�#rB� construction, the private , dsc architect � `E , � a A PUBLIC SERVICE Y g Y �p 9 1 s SCALE: FILE NO. .r"'' CL shall be r nnss (e for Det rn an acceptable snlutsnnn and re sgn the p ens far RSA ° 3503, EXP 2/201 DATE: Ho va STEU PA LLC UNDERGROUND SERVICE ALEFT nvnl he aunt.. g 9 COMITYgoo CON5TRUCTION IRR16ATION 4 FLANTIN67 < > KENrMAP z nk LE67END LE6END CON5TRUCTION PLAN5 (DIPRUSPATION PLANS 0 Ill 0 ULJ z Z PLANTIN6 PLAN5 < 1:2 < z z z 0 z 0 m .......... Q< < t, Ri- L) 0 . .... �lSi .......... _j V, �5 w.. 5,��l Uj 0- >_ < E m L___JL_j z A. 0 .......... F z LLJ UJ A. 0 2 < Z F- _j p < < 0, F- Ld 0 U_z V) 0 z z > 0 0 z < ..............------------- ............ ............ ................. .................... 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LLJ . .......... < UJ < z < LL_ LL 0 V) 0 LLJ m z Z) z 0 0 X m z 0 LRJ I V) F_ _j < m or_ <F- z C\j LLJ LLJ 0- Z < < F_ < LJ CL LLJ LLJ LLJ Uj z 0 0 z< z z CD U.) 2 < x �_ N.T.5.F- 0 < LL_ z w Fn 00 ' D CL V) SEAL-LANDSCAPE ARCHITECT BENCHMARK- SHEET NO. > 0 z PREPARED BY: PP26055 IP150021 . 4JOJ cl:� 0 < WORK CONTAINED WITHIN THESE PLANS vvvvvvvv~ SHALL NOT COMMENCE UNTIL AN GMF LANDSCAPE ARCHITECTURE L2-002 y < ENCROACHMENT PERMIT AND(OR A CEST LA VIE Ln < DIAL EUROPA VILLAGE TWO WORKING Ln LJ 0 V) BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN SSUED. I 41210 VIA EUROPA 0 M LJ LLJ > YOU DIG YOU DIG m z 0 F- The private landscape ar0itect #inq these plans is respon*e for mring JOHN P SON TITLE SHEET KEYMAPS -QZOFM SHTS a_ TOLL FREE 1-300-227-2600 the accuracy and acceptability of the de*n hereon. In the event of discrepancies P < 0- < arising after county approval or during construction, the private lmdscWe architect m BY DAIE DAE _____5 22/1V W.O. COUNTY C1 3 j 0- w I WK I — --- _L m SCALE- w1%. oLtwoz L < E ALERT shall be responsible for determhing an acceptable solution and revising the plans for — EMS RLA 0�?_T DATE: INWSTEUROPA, LLC FILE NO. a rovall by U 14111 ago COUNTY H:_V: the cc. nil! Co0N5TftCoT11101N N-OTES C.ONSTRUCTION SPEC IF CATIONS TI MATERIALSM5TALLATION 5HALL BE PER " " 5TANDARD FHA ACCE55151LITYSTANDARDI I �§ F.Ir&q= A. LOCATE, "CIE I IFI I II TI F I TI g 2 EDITION, T I . APPITIONAL ACZE5515LE ROUTE NOTE5 FOR A T TT LF I I FOLLOMING SI LI 1 1 I g A® I A L I I CT, LY 15 ! I N IAI11.1 ® gA 2 1 AS . SECTION. I STI e 1° F551 L LY ITH FH I I T 1g 2g 4g 12 I I. F TI I A PLACEMENT. TIL F F LL A 1 HA ' INCUVINS CTI I 41 ➢ A 2 I 4I LI A. T T ASI I 1 ➢ I' I 2. 5 STI t TI I 41 . ➢ ➢ Y 3. CONCRETE FL F I T IF IT T IL T 1 I ATI I_ o 4. N TI 2e I CIRCULATION PAT AITHIN N T LY I I IFI IN L 12 STINg I I a THATPREVENTS ATI OF.N. l A 13 SWITT&S CONCRETE &ONS FACE OF FORMS AND ADJAC T JOINTSf 171TH � Uj I IT MOW JOINTOAlr�FAC I I I Ll 1 1 I. I LI IT . T IT I 21 A T57 6RAVINO AND PRAINA&M NOTES 50A WIVE THE FL I HORIZONTALLY CIRCULATION A.A4 0I FTTT I e I T Y F FTI a F TI I I PATH. I Ls g. P 5T TSa TS N L I T LAII 5➢ _ ANP DOOR KAL &JM e I$ I I. AI AgN IS L I T z 2. CROSS MAXIMUMOVERHANPAN 21 T N FL I . OBJECTS ON MULTIPLE L LA ISTA A. ST o t L t l IF 5. F INl IN PLA I 5 I T IN IFI mom 2aVq L S I I 4PLZ . I N I I T INSTALLATION 1 LI 1 LL N5 IA THAN I HAVE L T F H T I 1 IFIA Ng PLACEMENT L MAXIMUMINI FLOOR. I . Y I I ITNMINIMUM 1 IN I I VERTICALCLQ UA ILS A 1 A. 1 . MAINTAIN F I I TRAFFIC, . r%gWIPIL A l ISI T T I IS LIMn L TI 1, eg FT ACTIVITIES. TS T BE LWD HTTE STD T F L 5. 5 5 A AMP HHERE T TIS CLQ IS L FL I �T I I . I A T I T T L 5 5a EPOE OF H IL I 1A I FL Zffd 7M&S 55 'Aft : 5 I T CIRCULATION I AITHIN LI 5T I T IL I F t T A. T I 1 P IN . � ST I � CONSTRUCTION 2I 5 TI 1➢ I INe. T WHF I gF . T L3 0 T I I TAIATI N. IFY . 2 1 A rl 1.2e I IT5 I T INDICATED. ®a 1 TDISCREPANCIEST ARCHITECT F START g HORK ON . IA CTI 1. aT� jffi,4YXIBLEI FI T F I 1.5 T. I IINT T I ITN CA t I _j . F I I 1 SPECIFIED, TI I PI LL F . 2010 A 5 CTI 1A. VERTICALA TEP �a ® N . 1A 5 STI N o I ITN 2A STIIF TAITI gr (CONTRA 'TION) 7TIN H. CONCRETE, A ; p 4. FL N A I LU I L I ITI I WI - �INT5FMA�iWo TI gA:I ! ATI AT TI ®I IT I TTI A A ST FI . A I 15 L 1 2 B. I I . I 64WE 60. YT L 2 MINIMUM F I I FLI So ➢ a CTI I 10. L T F INVERT TI I I AXI . 1 I NO IrTga ;Fr 1 TI 2.2°. AT T IN FRESH CONCRETE BY &ROOVI TOP FI T I g TOOL FI II g I JOINTER. m C. 2 HOA M 11. LT F F Y TI TIT EVILPINS. Y ST . I 5 -CTI N 2. . IN 5 BE TI EXPANS I T A ATH5LEVEL LI FL AI MITI � I L I, T T T I I r 1 YI; I AT LY I I 5TI ➢ p I I IE9a Tp p.Uj e- 12. T LL T I NOT INTERFERE I 5 LL I o. 1 TI .2. TIW5 . I U° . 2 SECTION .5a L F LL a T T LI I I I MAINTAIN12 11 ALL I � 1 2 STI .4o . 1 p I IN L (I L I FL I ITI L VA�0- L L L- I IT5 1 1A . A I FCO.LI. CO. 2I Ca A I I IAOR AAT / ra 1e HAVE A MINIMUM I IN YS g 1FL FAQ 5 I I t YLI . I FICA P H I AS 5TABLE,aF! ➢ ! 1 � r T INT L I. U Y g T L I I ➢ I FIt. I I F t RIN6 La TTH T I I AI LY t A 5 TI I➢ I L I TI, I A. SLI 1 CTI . T . I � I NE . g NWE 40 OR TAILS. M-N-914 , so 5. NO PIPES OR PXTS SHALL BE PLACEP 5 TI NI' g H° ;P�T AI I7 AA I TI 'TION➢ 5 Y IY JOINT IFI LY I o ff I L ( L I FL I T p E HA 1TI ) IN LIQ AS LY INDUSTRIES 4. I I T ILI T I I STEEL I TI -1 INPUSTRIES 5h c4wjwm F949141% "MANUAL OF T PRACTICE," LATEST ITI I I A STI la I I a p Aa 2010 A 5 STI 2a I F p p I F Y I IF I L I L LY 5. I . p L ACRYLIC, a . FL TI Y FL ATI 15 T I I POSITIONI T I ° 201 5 TIN 5.5. LTFL I T r IF ° C. 2010 A 5 CTI 5A.- 4. AVAIL . S T T I I I 6. KALL5 ANP L L P T T 5 I Y _ I I ➢ T LII g FL TI F L , I FT. I WAIRF AV I F 5FT 1 T p FI Il ITI ➢A LAT 1. SPLICE CONTINUOUSREINFORCING n 40 DIAMETERS MINIMUMLAP. 1 'a L J t 1 1� ®I T I I T . a C. T A F IN I A VKRE INDICATED, T ALL I I ➢ S FI I �IN.R. I T WAVCP I a 1 g l IC9A LII TOOL �' L LI WNSTRLCTI I . IJOINTS1 I/2-1 I 1 . T . . , HI 1 SAPPEARM �OATI COMPL IAV I I SH t SWAVE 5 OR WRFACE SHEEN F HAS T F L . � �. I . I 1 A IU 1 ® a FINISH, U 1 I 1 a _ 1 IT I, %WNFI1N*HY AFI I U5E OR I LI I . T TI IF t SURFACEPROVIDE II. L I T H L T 11 I Y 1/ I H I : I p I ➢ T ITFIM I T L, I ��> Tn 1 , T L 1/4-INCH Y 1/ ICK REauI PROVIDECIO I FII Y 1 L I T T T I ZAORLIMITM 1 1 TI I I T LI FIC, F I IN THE PM I g BUT ➢ T F 4 ➢ HA5 BEN PLACED. AFTEREPO FORM I � IA. UT e T T I I I a Igin1 Y RE40VAL WEXENPS 'q I° N I IU I T Y I g N. F LL a L . DEEP-CUTPROVIPE BOND BEAM UNIT5, MEPDXTI ". A.c. ° T f 11+ I I . , i S Ll . A. T - I1 A I . ��E-FORMINGS 5. ALL CELL5 I a 4. IMMEDIATELY AFTER I ➢ LI U51* NIC 1 TI LI t p SEANS TI , ANTI SP I g _ T ; ' T ILAT A ➢ IT ME . MORTAR 1T OF ONE Pr CEMENT, 1/2 T 4 PART FI I' . YI A, WI!T 1IOVM MO S.F. YvP %l* Fm vlacow 12 SPRAYED L - I or TT T. Y L ➢ T NI P 1/ PART LIME. F TI AT I MINIMUM, - TI I T® 5 ➢ 2A t - g fA1TT I 1 . YI. I10 1. I F I LY 1 A615, L I L 5TUCC0 MALLS SHALL BE HATER SEALED MTH THIRTYO AY F 5 I. 0 5 m 1➢ INI T DAY5, 5 1 z FnT. TCM HI I L FIN1 g X S I A. REPAIR OR REPLACE BROKEN OR DEFECTIVEg AS DIRECTED BY ARCHITECT, 2.Uj LI IT: I I I I F Tl I I I M FOR OTHR 0014CRETE. LLT 1 I T Y NE m B.5. I T. T T. PRITI I Y A l I tL I T r PA F:3 I C. PROTTECIj CONCRETET YA . X I TRAFFICI m 6 A. L J YPERMITTED MAINTAINILE. YREMOVING, INS I p ITl TILLAR OF MATERIALS AS THEY OCZUR. T 1 T I FU0 I ITl H T I I. T I I L TIDIRT, 1 I T FI I T ➢ c L CL Z EV OF fffeTION A. TLEA F I LI I T T f I T T 4 Ld CLB. F F I T T F L I T L o LLI Ld bi Lli 1. TOP OF FORMS NOT MOM TAT 1/8 INCH IN 10 FEET. . VERTICAL FACE ON LONGITUDINAL AXIS® NOT MORE THAN I/4 INCH IN 10 FEET. 6 . I F 5 T ITH F I T z � P. 5L 1/4 INCH PER FOOT TO DRAIN. > H A K: SKEET N . 0 r r NOTo SEAL-LANDSCAPE PREPARED BY: PP 055 P 11 4 CONTAINED ITHIN THESE PLANSry 99CA Ad - er COUNTY SMALL NOT COMMENCE UNTIL N DIAL ENCROACHMENT P IT STL2- 1 01 LIJ LA SI ETWO WORKING EUPAIL Uj (nLn ADI C PER IT HASEEN SSUED. 401Q SENTO VALLEY BLVD. , SUITE 240 DAY BEFORE SAN DIEGO, CA 92121 41210 VIA U YOU DI YOU DIG PHO858-558-8977 LANDSCAPE PLANS I= lige private Ion apt architect signing these plans is responsible for assuring c� U TOLL FREE 1® ®227-2606 the accuracy and acct t of the des n hereon. In the event of discrepancies ��, `° JOHN P SO F SHTS CL . .. Y Y � . , - s �� CONSTRUCTION SPECIFICATIONS LIG RIE Y arising ager county approval or dnr�ng construction, the private landscape architeLJct L52 1'DRQR® W.O. COUNTY 9 4 UNDERGROUND SERVICE ALERT shall be respons le for determining an acceptoWe solation and revising the plans for S SCALE: �,, RLA4N3503� EXP 201 DAVE: I ➢ LLC F9LF Ia rival b the want. TYH: YB IL CL I 0- WBRIENCE T, 1 L LJj > QDECOMPM I PVL A AVI AVL T -L L < (DVENIQLAR AVL ` 4` WKXTE 05&5 IATTERN 5TACK ° 1 t VEMIOJLAR PAVI L VI TBD. 0/1-2-121 I VEHICULARz < (D VI C ( 2-121 (D ® g NOT U5EP z (D T m (DPMTPJAN Lj VI I PVI T 5/1-2-121 co F:3 z (D 1 PV ®AI ® TIC 5T L T I C 5T DA-2-121 LD kl� Lai (DI P C T T T 57 VER 12X12' APA �I L PAVERI T FACE FI 1 Uj III PAVI zRUSTIC PA T ° iSTONE1 1 4`0` I PVI F F I T 'OOLPEN T 5T , V IL T Uj UJ CROWED FULL ROM THOMPSON EULPI* IA < 6NO' TIC TUMM STONE LOOK TBD. VENETIMSTONE IPMTRIAN PVI I� 0 II I MARIM' ® C TIN- I I IN5TALL PER MANUFACTURES APPLICATION T LINIT PAVERS RECOMMENDATION Ld 42" HO CK BLOCK CAPILBACK NAT6ft STONE VENEER5 INTERNATIONAL BUILD*ACCENT VOLLI' &/L2-121 CL CK A 11 BLOCK I C K T INTERNATIONAL - �' I TI A CEDAR* KALL HIDGMT VARIES PEIR PLAN 4 DETAIL THOMP50N BUILD* MATERIAL5 6/1-2-121 C CL of 1 P � 1 T V 5TONE I INTERNATIONAL MATERIALS ®1 1 FOUNTAIN V05TOM T 1 TOTAL) TBD. 2-RAIL VINYL AT - TRAIL I5 CACE LIFORNIA ITA I ' T TBDe ENTRY T 90 T ` w K TOTAL) L I a I I T LAN146AFE FOR* L L I I T ` I MATERIALS F 21 I MIPE IN.1 WNTAOT5; ® THOMP50N SUILDIN& _ I .L , OMMAN MARTINEZ, 61q-616-6611 LO VENETIAN ARCHITECTURALT I IT, 658-560-5115 ROCK, ®- 12-1625 1 ® 1® DRAIN, 1— ® ITI F_ � I 0 UjD 0 LU I Uj m z 00 Uj 00 SEAL—LANDSCAPE ARCHITECT NOTE. UJIBENCHMARK: SEE PREPARED Y; 5 IP150021 WORK CONTAINED WITHIN THESE PLANS 95CAft Ad SMALL NOT COMMENCE TIL AN � �P� ��., UN F i 1 ` V) f ENCROACHMENT PERMIT R A C EST VIE DIAL TWO WORKING GRADING PERMIT HAS SEE SSIJEQ, �° 4010 OR NT VALLEY L ° , SIJ I TE 200 EU 'A VILLAGE BEFORE ���t DAYS BEFORE SANDIEGO, A 92121 41210 I EUROPA Uj LUYOU DIG YOU DIG - -- - PRONE858-558-8977 LANDSCAPEPLANS The private landscape architect signing the plans is responsible for assuring a 6 ® O OF R 9 t3 TOLL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of d'scr cies �__ _ 57"," 3P CONSTRUCTION SCHEDULE A PUBLIC SERVICE BY arising after county oval or during construction, the private landscape architect BY 6AE DATA m aL552 FOR: W.O. COUNTY shall be responsible for determining an acceptable solution and revising the ans for — — SCALE: UNDERGROUND SERVICE ALERT p 9 eP 9 ®' LA 3503 2 20 ATE. 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' SEAL®LA MITT FST GTE: PREPARED Y: BENCHMARK: m5 I 1 5002 WORK CONTAINED WITHIN THESE PLANS 1bi SHALL NOT COMMENCE UNTIL N _ GMP LANDSCAPE ARCHITECTURE . � L2- 111 ENCROACHMENT PERMIT AND GRA , E SPA SIL EST SIE Ln DIAL a WORKINGI _. G1G R T VALLEY LSD, SHITE 2GG 4121 6 L GRADING PSR IT HASN EDo SAN D I EGG® C X2121 BEFORE "I DAYS BEFORE Uj1 m �o YOU DIG P -� 7� F_ The private landscape architect signing these Mons is responsible for assuring � � � w9 a a JG P SONCONSTRUCTION PLA �F � L TOLL FREE 1-800-227-2600 the accuracyand accept qty of the design hereon. a the tesla of discrepancies s; z z < t 0- < 00" isl arising after coant�opproeol ar during construction, the priests landscape architect �� ° a�,. �� L : 0- xA PUI�LIC E VICE 5° 9 STEUR LLC FILE . !400Z UQERi��id SERBS ALERT4r I shah be responsible for determining on acceptable solution and re ° g the pians for RLA 3 E 2 2G DATE: Ft: V: a roil b the countX. __ „ ,...": , ..."..".. ........".." _."... 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SHALL NOT COMMENCE UNTIL AN - ���� ' - 113 ENCROACH ENT PER IT ANS QR A :. EU PA VIL G - G ST VISLn 0 DIAL o ORKI GRADING PER IT HAS SEE SSUE Q 4010 E TQ VALLEY O a � SUITE 200 r 1 1 I - SAN I EGO g A 2121 GA S 6F E «« D��s BEFORE - _ � E ® 977 0 YOU DIG YOU DIG ®77 F : SHT C- The private landscape architect signing hese plans is re Bible for assuring ��_ � 71 � JOHN CONSTRUCTION SLA CL TOLL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. in the event of discrepancies f 2 / FOR: . . COUNTY'; ' A PUBLIC �LRYiUE D� arising after county approval or dung construction, the private landscape architect K Rys p �E SCALE:shall be responsible for deterrninin an ace table solution and rein the plans for sDEW MAITY I TEUR PA, LLC FILE . w. UNDERGROUNDSERVICE ALERT g g p RLA e 0 � ESP X21 ®ATE- : o Nth the count, M / i 0- 11 cc !. ;...f.....:... f: MT Owd 12 l-- SEE SWEV - - ", I r- ,177 7' MATCHL I hit! 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In the event of discrepancies :i� r�LL FRE �� o0 2 t � � g _ �® � � ® FroOUNTY Cjj .• arising after count approval or during construction, the private landscape architect DAA D H:-V.- I STEU AB � LE NO � PUBLIC SERVICE Iry g . � p � � RSA 0 � P 2/20 To 0- Wshall be responsible for determining an acceptable solution and revising the pians for MUNTY U DER R U O ER ICE ALERT m oval b the countv. BREER 4 CL VECA"OSW ORANITE FAVINS < Z LLJ VEHICULAR PAVIWS TYPE A > F < VEHI" PAVIN5.7 TYPE B Z' Z z 4 VfflOJLM PAVI* TM C, ................ .. .......... ............. NOT U5w NOT U5w LLJ ................... z .................. 1'/ h' z < FMTRIAN FAVIN& TYPE A ..... ........ & MWES'RIAN PAVI* TYn B SEE FUTUR41 V1 MA PLANS Uj F— ................. < < TO MWMTP4M FAVING2 TYPE C z 51 PREPARED BY C7MF :::: < ..................... .......... 10 TRJW.,ATEP POME5 AT ADA PARKIN6 5TALL5 .... ........ LJ PEMTRIAN PAVIN6 WK E ........................ ............... 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COUNTY < a- < arising after county approval or during construction, the private landscape arcNtect AFM DAIE A PUBLIC SERVICE BY M BY DAIE 5/22/ Fu-mmi Z / CL sWI be responsiWe for determining an acceptable solution and revising the plans for SCALE: IWESTEUROPA, LLC FILE NO < 0— UNDERGROUND SERVICE ALERT T E: H: V: 61 Ty ''Proval b the countX. ENM AJ 14-M2 rL+r G-upAlq 14-02 MY C ovpAn 14-M2 cbv I �° up. M&M 2® I IL T I x V4" I A ICK I T TO 2� a GT ° L OVER SAW BASE,a D"PER 1 II AKMOATE SAM.Ph. N SOILS REPORT. = TO T EXPANSION ° - __1TH PLAN G A CIVIL IT °I H -,� t s„5 SUBM OR 0A RM ERIAL s t AID 12® E VEHICULARLSI &2'00'0O # / YVr F- WXM LONOW SLOPE,2%HNIMM MIN. PEEP STONE Ogg- IR POLYUIRETKANE CAMILKINS ON TOP. PL ILS REPORT :.... pp$IC I:. I__ . _.. :.. .. .. ..... : _......: I / _ : ® j e � qO ..... ._. . . /f ,G.< .:... 11 LEIAEI 1 I ! IG COW,. PAVIN& COLOR AND ION CONORETE FI FINISH TI 1 _ 9 /:. ../. ._;. ....../; I_ .. ,.... .... 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PAVINS " PRECAST CONCRETE KALL CAP O ENNEER FINISH SCHEDULE bx&16 OW BLOCK -SIROUT ALL CELLS SOLID L T I4ll PARI I I /F F: GRIL TIG AT I T I I T I TLHA SOILS . __. LAT 24 OG.,2 SINT SA : . LAP RIETM ATIO STOW 9 l2) HORIZONTALNTI IN SOILSU) 040% COWACTEP SLO-SRAPE FM A., T FOOTINS 17 Lj 17 '7 FINISH / TI PAVINS PER PLAN I FOAL iL _j VARIES -TOR SMALL MOCK UP I INS I GT PLAN VIM RMPORT a JL AFFR OVAL BY LANDSCAPE 6" MIN, C6 I I FI :; I VOWED $RAVEL PER LINEAR FOOT OF PIPE, IMI T OF IAI To LI L ATION N T T INSYSTEM— VITMIN TME I LOT THICK. I IG FILTERIG, WARATI i T I T A 2A ► VP " Tv APPLIED /xGPLANTM7 AFZA ( A T A � I -I gy ATI I ITI ATI TO . CONTRACTOR it CLEAI I AMOROVED EQUAL T L IT ALL T COATINS. L IE a A&ATEOT A GLI F. Iem 4"00 2'� SOILS WORT I To I V TI ES2, ++WAL ALL . A I 1! PAYMML! ON MORTAWCEMEN C0055LI FARKINIS EVC71 ACCENT AALL RMTAININ& KALL 0 1 � T CL I LT Y NATURAL T I TIN AVAILABLE 17 ' BUILDING, MATERIALS CD GEIRMM MARTINEZ I 0 G", 00 IO G K ® TSOLID up 9 CONCRETE TI AIL TIG TI INTO TI d � C�- ,. f f-r AIL Uj HORIZONTAL AIL :f AIPLM Uj I AREA Vin MULCH T I ISPECS 51GLEAM L IOE5 ' I r9I 2MA ATIO ) I IL GRAVEL,CONNECT TOADJACENT DRAIN _j ° VI I IT a SYSTEM I . .' STONEI AT ELECTRICALIPLANS 3WRNERS MV HALL m CAP SMALL RAVE qO REE A ° Cn SMWT K A ftL I FELD , T G I TCLENT AI LI I"TWX _ ' T HA MM! W I N I TATT T T ,( ) ° ° . ;E < H RAISED PLANTER LLJ 0- LS0 U z L;j C) < z F_ ;wcn Uj 2 00 0 CL SEAL®LAAPE TE SHEET NO.U.j Lo QTE �a l I C ED BY: SCAPt arGMF LANDSCAPE ARCHITECTURE JRIVERSIDEHLL NOT COMMENCE UNTIL L2- 121 WORKING GRADING PERMIT HAS BEEN SSUED°EF SNIEOC9211ENCROACHMENT PERMIT AN lO A SUITE 200nU PA VILLAGE ® gEST I DIAL 0 41210 I U P x�u 91 ru DIG The private landscape architect signing these plans is responsible for assuring J P SODETAILS TIOF HTS c0 PHONE 858-558-8977 NDSCAPE PLANS CN a - ISEE TOLL FREE 1-800-227-2600 the accuracr and acceptability of the design hereon. In the event of discrepancies n arising after approval r during construction, the private I ape architect �T A PUBLIC SERVICE BY 522 I .OIC A: a ^ FOR: W.O. COUNTY : SCALE. shall be responsbie for determining an acceptable solution and revising the plans for A I STEUR PA, LLC FILE N . r UNDERGROUND SERVICE ALERT N RLA N 3503 ESP 2/2 TE4 a royal b the count, H:—V: RR16ATION MATERAL CL i 5 T. ° I I I TAIL W & RRL. T I ATI ( FTIN )e ATI 51 CALCULATIONSPRESSURE LOSS Lan terCalculations 8 � TYPE POTABLE CATER , IN THE FE T I I E ill i' HYDRAULIC LI 15 T12/9/2016 LKI ,BAWL0M FWWONY N MOPEL Yr'?VE5TMIRR &L FIFING2 WTVW WER AMP A METER NUMBER A PROJECT C°EST LA VIE 0.5 E o allowance IMETER SIZE V JOB NUMBER 14-082 (For projects with more than 1 hydrozone), I KIN5 500-HLR 5ERIE5 FFM5WK FEMINGV#LVE AITH10 TO 125 P51 ,SI t 5MIN& A5 N01W. METER ELEVATION 1305 LOCATION TEMECULA, CA STATIC PRESSURE 112 CLIENT RANCON maximum Annual water Ailowance ( A, A) RM 1 ® S KA5M CONTROLINSTAL= IN A 'J*W'51ZM VALVE X C VALVE NUMBERLLJ CHECKED 21 CONTACT LO ® L K1 %V'PEAT GP AT 23 PREP ED Y INPUT the total square footage of landscape 53,250 S.F, 5 A W5 WC FLM 5EM W TO CONTROLLM 0% MPI IT IN I" IT, I 'T PUMP PSI 0 ATE DISTRICT HO CALIFORNIA INPUT the Hist. ETo for the area SERVICE LINE 0.92 UJ MAWA 109,329 cu ft ! yr COLONIAL 1 1 ,LINE 512. VALVE BOX HITH OFM LID,HEAT MW LID NTH MY , WATER METER 4.60 Estimated Annual Water Use ( A )ICK VALVE, I T IN I ® X KG T WAVED FA WYE STRAINER 2,00 INSTALLON COVM. A IAS ST. MAINLINE. H L BE 150LATED Mom 7HE MAINLINE A I ' B&L VALVE AM 116T&M AT ° L. PR(ATY FMHOOT5. BACKFLOW PREVENT E12.00 Plant Type Water Use MASTER E 3.00 Hydrozone # 1 Plant Factor= 0,35 Shrubs/Groundcover LowlMod IG - I TIG R TI L 1145TALL ONE VALVE FM 5TP. H'W FLO SE SOR 0.50 INPUT square footage of hydrozone 6 43,550 T° X L T ON I T IN KEINE 0.90 I MAINLINE A LI SIZE. Hydrozone irrigation efficiency = 0.90 Point Source Drip 0 UJ ISOLATION VALVES 1.40 EAL1 m 77544 cu / yr OTM IG ®I F 5ERM 190W WtUTIN& ,SIZE A5%M, WALL T. L,I,J I REMOTE CONTROL VALVE 3.00 Plant Type Water Use F- JX L I T . I T " IN I Hydrozone Plant Factor= 0,2 Trees/Mulch Low < Fni LATE LIES 1.5a , 6OLATW FROM THE MAINLINEA BALL VALVE LINE SIZE. HEAD LOSS 3.90 INPUT square footage of hydrozone ® L FERTILIZATION T HTH WRINSTIN PER MAINLINESIZE, WALLATI ISC LOSSES 0 Hydrozone irrigation efficiency = 0.35 Bubbler-.s CL I I G I 24 GT X. T T FI TA I 102 r SUBTOTAL33.71 EP,Vil1J ® 1923.. cu ft / yr LLJ 0- I INSTALLATION A T I Plant Type Water Use T5 IRR16ATION CONTROLLER A50W IN 5T T S TI Hydrozone 2 Plant Factor= 0,5 Turf-other functional Moderate A T X 19f AT FMTAL BASE CMACT DAM 6RM AT FITTING LOSSES 2.93 INPUT square footage of hydrozone 2,700 C F- IMPMAL TEOWALIG (I ) c (W) 11 SUB TOTAL FROM 33.71 Hydrozone irrigation efficiency = 0,35 In-Line Drip-Densely Planted (Eco-mat) U'i UJ I S ® 175 SKkL MW TO MLOW AND riRE TO WNTRaIM M REQUIRED PSI AT LAST HEAD 30 EAVt U = 6522 cu ft / yr I- TOTAL 66.70 � < W WA 120 VOLT ELECTRICAL P PPOVIPM BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FW M SuTOtai EA U ® 35,939 cu tt / yr CK 0- A5 APIWVEP PULL S FM M 9FL16ML XI Y ' ° ° AT N PAI "1L KI LI STATIC PSI 112 Input Irrigation System Operation Factor ®.85 164 t,U7 BOOSTED PSI 0 5 �.. - E TI II (Ie e I T Total 1P cu It / r LLJ _� � � II A ��� , I T ITI 1, ON EMITTER FOR PSI REQUIRED 67 y HVICAIM A6 A w HATER . RESIDUAL PSI 45 (this number must be positive) HXTER P (1 . ),COKOT TO PVC, LATEM LINE INPICATEP IN VETAU MT14 PRIF EMITTERBPAX cn PUICHED INTO TONS A6 ALL 1 INSTALLED 3" STA PI (5) N G L ITEM FOR DRIP I UJ UJ T DRIP I 12' ON OENTEK IN 7W AREA5. ALL TU131% %KL BE IN5T&= 5' 5TAKE5 F ) IFY THE LAYOUTI IN TME FEW PRIORTO ST TI K° MANUF. IL FITTWOS FOR COMTIONEN PVC LATERAL WAVER LIMB ANP PNP I PROSECT NO. 14-082 NAME Europa Village -C°est La Vie SYMWL hVM AU COWTION5IF FITTIW WA Notes- Him MVIVE A RD-LOC CAP AT ! T, I L F I A X, AT 1. T= Averages calculated from -lues in State Model Water Efficiency Landscape Ordinance (MWELO) for Temecula EACH I I TI , I T 18" I AT T MANIFOLD OF H I LINE, TTG G T I 1' )�� fab mar air may jun j�rB �� sed Oct nog dec 0.08 0.1 0.14 0.18 0.19 0.22 0.23 0.22 0.13 0.13 0.1 0.68 KIM A , PW-A , IWALLEP NTH A 60MBINATION TEE. IN5TALL AIRI LY IN51DE A 6' ROUNP U 2. Overhead irrigation shall only be scheduled to run between 10:00prn and 6:00arn. VALVE X AT TM RGH POINT ` TIFLE Ws%kL BE REGAREP FM RLV,VMFY GJANT11Y PRIORTO 3. The schedule below is for an established landscape (90 days after install), all landscape is perminently irrigated, 5T TI , WALL L 1 P 1 AT 14164 POINT OF M.ANTER AREA and schedule shall be adjusted seasonly per the schedule below. muwm SCHhO NIMI NTH POW PW5W COMPMAII* I o 0301.00) I o 5 FT T 5 DAY WATERING SCHEDULE ULE- ESTABLISHMENT PERIOD 5 DAY WATERING SCHEDULE - ESTABLISHED LANDSC E MLIA H S CONTROLLER A: CONTROLLER A: OKWNE MST PVC, 50LVENT VW LATOK PIPE NTH 50.40HTTIft%"-I Y2` 90H. 40,2"-2)/2" C , L P4 Sprinkler Type: Sta. #I PP PF Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Sprinkler Type: Sta. PR PF Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Bubbler 1 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 1 3.00 0.50 1 2 2 3 3 4 4 4 3 2 2 1 (,FaLINE MST PVC PIK MAMM AS F0Z INLINE5, AIL, I S L ® 1 L Bubbler 2 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 2 3.00 0.50 1 2 3 3 4 4 4 3 2 2 1 FI I ,2'- SMALL BE L e FI I - FIT Bubbler 3 3.00 0.50 2 2 1 3 3 4 4 4 4 3 2 2 2 Bubbler 3 3.00 0.50 1 2 2 3 3 4 4 4 3 2 2 1 JOINTAND LARAER 9KALL BE 6L. 200 &A%ET TI WN FITTINOS AND JOINTI . Point Source 3 0.30 0.40 1 12 15 21 27 29 1 33 35 33 27 20 15 12 Point Source 3 0.30 0.40 11 13 13 24 25 29 30 29 24 17 13 11 i 1 21 27 15 12 G I T G P ,GL, I G PAT , , X Pont Source 5 0,30 a.40 12 5 29 33 35 33 27 20 Pont Source 5 0.30 0.40 11 13 13 24 1 25 29 30 29 24 17 13 11 °,AM A6 PMIW BY OYMS AWWRIMPATI . PITM SHAL BE EXASEP IN Eco-Mat 6 0.30 0.50 /5 19 27 34 36 42 44 42 34 25 19 15 Eco-Mat 6 0.30 0.50 13 16 23 30 31 36 33 36 30 21 16 13 WWMTE A MINKM OF 6" WK ON ALL SIV5 OF PIPE. /E5 121 KNK4M PAST WdMACE EMS KARK Point Source 7 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Paint Source 7 0.30 0.40 11 13 18 24 25 29 30 29 24 17 13 11 LLJ ISB 1 1 L A PFE 16' T SLEEVE PRIORT I7Bubbler 8 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 3 3.00.50 1 2 2 3 3 4 4 2 1 Bubbler 9 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 9 3.00 0.50 1 2 2 3 4 4 4 2 2 1 F> NO S I IAT L IT I ), L I O �A Bubbler 10 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 10 3.00 0.50 1 2 2 3 3 4 4 3 2 1 0a I PILOT T AI MANIFOLD LOCATION, T A I T J T I I , ! T Bubbler 11 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 11 3.00 0.50 1 2 2 3 3 4 4 4 3 2 1 X ON M MAINLINE. IRRIOATION 014100 Aft %*L BE 012W MS VMT WRIAL N.L. A ). Point Source 12 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 12 0.30 0.40 11 13 18 24 25 29 30 29 24 17 13 11 Point Source 13 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 13 0.30 0.40 11 13 18 24 5 29 30 29 24 17 13 11 X NO 5 10111K.1-OU IM6ATION WNTWL CABLE. RED AIV 02 14 AA9 TM15TEDFAIR IN MA JACKET N.L. WROVEM PAI6E WA Point Source 14 0.30 0.40 12 15 21 27 29 33 35 33 27 20 1 12 P®int S®arca 14 0.30 0.40 11 13 13 24 2 29 363 29 24 17 13 11 T I T ATI , G T G Bubbler 15 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 15 3.00 0.50 1 2 2 3 3 4 4 4 3 2 1 WB I AT IT MAINLINE. F I LI GT I I P K Point Source 16 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 16 0.30 0.40 11 13 18 24 5 29 30 2 2 17 1 11 Point Source 17 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source /7 0.30 0.40 11 13 13 24 5 29 30 29 24 17 13 11 I I I -5 WE ARREESTORIN5TALL AT CONTROUIR AV AT M EV OF AA Point Source 13 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 13 0.30 0.40 11 1 13 18 24 25 29 30 29 24 17 13 11 , H PATH PERRVIWRTO PATH IN 6' RON BOX. TO PLATE OR ROD. Point Source 19 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 19 0.30 0.40 11 13 18 24 25 29 30 29 24 17 13 11 WX Y I7N PEOM OR EVERY IPW FM MM CONMLUR,10HOEM COME5 FI T. IN5TALL FM ASIC, Point Source 20 0.30 0,40 12 15 21 27 29 33 1 35 33 27 20 15 12 Point Source 20 0.30 0.40 11 13 13 24 25 29 30 29 24 17 13 11 I I 1 Bubbler 21 3.00 0.50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 21 3.00 0.50 1 2 2 3 3 4 4 4 3 2 2 1 ' NO 5YMOL om IG = 5 1 T I Y T Y Point Source 22 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 22 0.3a 0.40 11 1 13 24 5 29 30 29 24 17 13 11 01 U H T T IN ® X I I LI Point Source 23 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 23 0.30 0.40 11 13 18 24 25 29 30 29 2 17 13 11 Bubbler 24 3.00 0,50 2 2 3 3 4 4 4 4 3 2 2 2 Bubbler 24 3.00 0.50 1 2 2 3 3 4 4 4 3 2 2 1 5YMBOL 5M DWY-6 PK-FILIM YWE CMKTOR5, N ALL MR WMTIO* IN VALVE OR FVLL 50X5 OXY Point Source 25 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 25 0.30 0.40 11 13 18 24 25 29 30 29 24 17 13 11 UJrM Point Source 26 0.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 26 0.30 0.40 11 13 18 24 2 29 30 9 4 17 13 11 `�C NO 5YMOL VALWN 5000 I , I L I L Y FACTORY INTEORAL A I Z 3: G GK PVALVEoint Source 27 6.30 0.40 12 15 21 27 29 33 35 33 27 20 15 12 Point Source 428 0.30 0.40 11 13 18 4 25 29 30 29 24 17 13 11 r Point Source 28 0.30 0.40 12 15 21 7 29 33 35 33 27 20 15 12 Point Source 0.30 0.40 11 13 18 24 25 29 30 29 24 17 13 11 5 C 5 I I ,LI 5I Y LINE, I T L EA IS HI TOTAL IUT IDAY, 236 295 414 32 561 650 680 650 532 384 295 236 T TAL 'NINES/DAY, 206 257 360 462 488 565 591 565 462 334 257 206 I . TOTAL HOU /DAY: 3.94 4.92 6.89 8.86 9.36 10.83 11.33 10.83 3.86 6.40 5.00 4.00 TOTAL HO RSI AY: ff3.43 4.23 6.063 7.71 8.14 9.42 9.85 9.42 7.71 5.57 1.00 4:00 Cn SyMI5OL KBI 9NN6 TYPE CHECK VALVE,LINE 91ZE BY LATER& LINE, 1T H RrV NO ROV 15 LONER THAN THE N/A _J 9PRIKKLER hEAM.0 NOT SM cy LKIN5 BR-4 FRE5 W1 REOULATINO V&VE TO BE INSTALLED L LOCATEP AT AN WA w I.- ELEVATION MOPE THAN 50'LOMER TW THE RCV 9ET F00M TO CONTROL FW59MTO Th15 UVATION CM149E,51ZE UJ Z < UJ PER LATERAL LINE 9ERVINS I FI SYSTEM,L I T IN A 10" X T T LOCATE ALL WN < PRYS NO 5 I I F Y 2-212, T L 2-212,F I® c(n I® !3 212 1 5T LI !' UJ a- 5 T 2 12, c K COPLER VALVES a 6152T-212 STABILIZER /STATION z NO 5 ( T I T LI I LT L ®KIT. F I EE FF !Ed MODELLaE I , 101 OLL BE MOM 124 MODEL I , 1 ' ST T° L I 1 , 1 ® 4 VALVE 5I RECT.91ALL EE ROM 8 I IN W AV 9W W5,AND TAN LIP5 IN RXK KLCAq. FOR WE I LL_ 00 0 Im IG ATI Y. T 1 T IN T.D 2 TE-AL-LANDSCAPE A ARCHITECT NOTE: BENCHMARK: � . CL PREPARED BY: 55 / � ORK CONTAINED WITHIN u ESE PLANS scApf SHALL NOT CO N E UNTIL A -, U l l L d ' EUROPA VILLAGE EST LA SIE >ENCROACHMENT P IT A U OR®ISL TWO WORKING 4010 SO E T0 ALLEY BLVD. ,, SITE 200 LO ® FE DAYS BEFORE GRADING PERMIT HAS BEEN � ° 41SANIEGO, A 92121 11 I 0 P E - 77 LANDSCAPE PLANS' YOU D Y0 Dl I- 1 1 The private landscape architect signing these plans is respont� for assuring ° t H SOS GF `T C� TOLL TREE 1-800-227-2600 the accuracy and accept lty of the design hereon. In the event of urea cies z IRRIGATION L CALCULATIONS arising after count rovd or durn construction, the private loadsca a architectJ 22 'OR: O. COUNTY A PUBLIC SERVICE BY 9 y 9 P p DATE DATE SCALE: 'Mimly UNDERGROUND SERVICE ALERT shill be respon a for deterrninmg an acceptable solution and re .g the plans for I STEUROFA, LLC FILE 0. +r► royal b the count. CWNIY LA a 3503 , EXP 2 20 A Eo : V: 5ECTION 02511 IRR16ATION P. 'ME CONTItACTOR 5HALL PROTECT ALL EXISTINGMTI AMP FEATURES TO REMAIN ON AND C. OPERATION AND MAINTENANCE5, ADJACENT TO THE PROJECT 51TE DURINGCONSTRUCTION, CONTRACTOR I , AT HI5 I. THO INDIVIDUALLY SOUW COPIESTI AND MAINTENANCOES SHALL BE DELIVEREDTO THE COST, ALL PAMA6E FEWLTINS15 OPERATION5 OR NESL116ENCE. HI IZEP REPRE5ENTATIVE AT LEAST 10 CALENDAR DAYS Uj PRIOR TO FINAL IN5FECTION. THE MANUALS 5HALL DE50RIBE THE MATERIALINSTALLED PART I — 6ENERAL L THE IRRIOATION CONTRtYwTORL C4?OWINATE AITMTHE NNERAL OONTRACTOR CONTRACTORFOR PROPER OPERATIONY INSTALLATION OF REGUI 5LEEVINC7 AS 5HOM ON THE PLAN5. 2. EACH COIwIPLETE, BOUND MANUAL SMALL INC.,LUDE THE FOLLONNS INFORMATION: 1.21 SUMMARY & INDEX SHEET 5TATINS CONTRACTORS TI 1 , W& IN5PECTION5 LIT OF EQUIPMENT INCLUDINS NAMES AV APPRE55M OF LOCAL MANUFACTURER REPRE5ENTATIVES, c 1 < A. IT 15 THE INTENT OF THE 5PECIMCATION5AND DWINC-6 THAT THE FIN15HED 5Y5TEM 15 COMPLETE IN EVERY RE5PECT AND . OPERATIN& AV MAINTENANCEINSTRUCTIONS F L EQUIPMENT. SHALL BE READY FOR OPERATION SATISFACTORY T & THE CONTRACTORIT THE LANP5CAPE AIRZHITECT, OIAINERS MTHORIZEDREPRESENTATIVE C. SPARE PART5 L15T5 AND RELATED MANUFACTURER INFORMATION FOR ALL EQUIPMENT. AND CITY INSMCTOR TO VI IT AW INSPECT AT ALL TIMES ANY PART OF _ B. THE HORK SHALL INCLUDE ALL MATERIALS, LABOR, 5ERVICoE5, TRANSPORTATION, AND EGUIPMENT NECE55ARY TO PERFORMVI SAFE ACCESS FOR SICON VISITS, EQUIPMENT; AND THE VORK A5 INDICATED N THE PWINC-6, IN THESE 9PMIFICATION, A5 NECE55ARY TO COMPLETE THE CONTRACT. B. AHERE THE 5MCIFICA7110* T N T , IT T 1. Y A T 1 CONTRACT F ITEMS,. m < COVERED OVER TILACCEPTED HI GT, °5 AVTHORIZED A. TY0 O WZ4CHE5 FOR P15A55EMBLY AND ADJUSTMENTF EACH TYPE OF SPRINKLERUSED IN THE 1°22 CONSTRUCTION P"W REM5ENTATIVE, AND/OR I: pE-5. THE CONTRACTOR SHALL BE 50LELY RESPONSIBLE IRRIOATION SYSTEM. Uj FOR NOTFYING THE LANDWAPE ARCHITECT, A AMP &OVERNINSCIE5, A MINIKIM OF 46 5THREE 50-INCONFOR MANUAL OPERATIONL VALVES. A. DUE TO THE SCALE OF THE VWIW, IT 15 NOT P0551BU TO IVICATE ALL OFF5ET5, FITTINC75, 5LEEVE5, ETC. WICH MAY BE WUR5 IN APVANCE, AqERE AMP IMM THE WRK 15 READY FOR TE5TIN&. SHOULD ANY VORK BE C. TW KEYS FOR EACH MTOMATIC . IT T REQUIRED. CT CAREFULLY I' T1 A STRUCTURAL A FII ITI CTI I T T1 A , L , IF A THE a FIVE MICK SNIVELH FIVE H15 IAORK AMP PLAN H15A I Y, I H 1`91 A ETC, A5 MAY BE REQUIREDTO MEET H CONTRACTORS EXPEWE. COUPLER LI KEYS. _ CONDITIONS. I LY I ATIC AND INDICATIVE OF THE PqORK TO BE INSTALLED. L E. FIVE VALVE BOX COVER KEY OR IAMNCoH. LjBE INSTALLED IN SUCH A A T AVOID LIG I I ATI SYSTEMS, PLANTING,A A ARCHITECTURAL C. I TIr NS ILL I F L T A INI M- F. ONE 5-FOOT TEE VIREWCH FOR OPERATI% INCHES FEATURES. 1. 5Y5TEM LAYOUT 6. 51X EXTRA SPRINKLERH SIZE AND TYPE PER IRRIGATION P.O tA ST OF IRRIOATION MAIN LI (FOUR HOUR5 AT 125 P51 OR 1 STATIC HATER 5. ALL VIM I CL CALLED FOR ON THE DWIN65LS 5MALL BE FURM5HEP AND INSTALLED T T PRE55URE, I 15 digEATM APPROVALI I ItOPWT . THE ABOVE EWIFMENT SHALL BE TURNED OVER TO OMRS MTHORIZEDREPRESENTATIVE AT THE FINAL GIF1C Y TI I CIFICATI N I 1 H T LA T H T 5. COVERASE TEST OF I : I ATI YS (ArPW& WEMIRM BY CATYINMTORJ. INSPECTION. LJ 5PECIFICATION5 OR VICE VERSA, IT 5HALL BE DEEMEDTO BE AS 5MOMN ON BOTH. THE LAND5CAPE ARCHITECT HAVE 4. FINAL INSPECTION TO 5TART OF MAINTEKANCEPERIOD FI AUTHORITY CLARIFICATION. S. FINAL ACCEPTANCE 1.1COMPLETION A. AT THE TIME I INSPECTION, AlVwHITECT, OIAINERS C. THE CONTRACTOR SHALL NOT MLLFULLY INSTALL IRR,16ATION SYSTEMON THE PRAMIN65IT 15 OBVIOU5 SITE 055ERVATION5TI I T COMMENCE MITHOUTI IREPRESENTATIVE, GI I T THE MORK, AND IF NOT AOCEPTED, IN THE F1W THAT TI S I A I I I I T THAT 1 T A I I IRRIOATION CONTRACTOR, RECORD 9W1W05T COMPLETE AtV UP TO PATE NLL PWAM ALIT OF ITEMS TO BE COMPLETED BY THE AT THE TIME HAVE BEEN CON51PEREPIN EN&INEERIN6. 5UCH 055TRUCTION5I - T TO THE ATTENTION OF FOR EACH 51TE VISIT. P05T-MAINTENANCE PERIODFKAL INSPECTION IFINAL _j < THE LANMAPE ARCwHITECT AS 500M AS DETECTED. IN THE EYB4T TH15 NOTIFICATION 15 WT PERFORMED, THE IRRIOATON MILL BE IN MRITINO BY THE LANP50ARE ARCHI'TECT, OVMRS AUTHORIZEDREPRESENTATIVE, AND GOVERNING CL CONTRACTOR SHALL ASSUME- FULL RESPONSIENUTYFOR ANY REVISIONNECESSARY, E. VVW M46HFAILS TE5TIN6 AND 15 NOT ACCEPTED NLL BE RETESTED. LY RATE5 AND AdCNCIE5. 5 OF THE LANDSCAPE I T, OrftRS AUTHORMTATI 1 I. 5 GIUALITY A55URANCE A&ENCIE5 FOR REIINSPECTIONTI I; Y THE IRRIGATION CONTRACTOR AT IZED REPRESENTATIVEIAUTHORITY ON ALL PORTIONS OF THE Vim. O OrINER. A. I T LEAST L1 I AT TI I TI 15 ITI T C. AFTER THE SYSTEMHAS 5M COMPLETED, THE CONTRACTORINSTRUCT OYINERS MTHORIZEP PORTION OF THE MORK AV NiO SMALL BE THORDUSHLY FAMILIAR 1 MATERIALS INSTALLED I.01 5TORAOE AV HANDLIWO REPRESENTATIVEIN THE OPERATIONAl IRRIOATION SYSTEM < MANUFACTURERS y _j ® F INSTALLATION DIRECT CT LPERFORMED U 15 T OF OPERATIWS TI L PEAN5 NECE55ARY TO PROTECT IRRIOATION SYSTEM MATERIALSA DURINO, AND AfTER INWALLATION AV TO PROTECT THE INSTALLATION VOW AV MAT_ .I ING OF TRLW.,HE5 MICH MAY OCCUR PURINOA I FOLLOMINCS MANFACTURERS DIRECTIONSTAI I FOLLOrW IN ALL CA5ES NC-RE THE MANUFACTURER OF . IN THE EVENT OF PAMASE, IMMEPIATELY MAKE ALL REPAIRSAI THE OrNERS SATISFACTION Y THE CONTRACTORY ADDITIONAL A TIC I IS T I I CTI I POINTS IN I A Y T ARCHITECT T T ° I L L L TI T PLANTING, CIIC TI ADDITIONALT TO THE 01AIINIER. PAVIN& IMPROVEMENTS, OF ANY KIND AS A RMT OF THE . C° ALL LOCAL, MUNICIPAL ANP STATE LAPIS, RULES AMP REOULATION5NI TI TO ANY PORTION15a E 1 CA I HA I A L I A I STORING TIG FITTINGS U 1.11 ARANTEE HEREBYPM ARE I INT A T 5 IFICATI , I VII L BE COVER IL T I T . 5F - T TIG I Y I L CARRIED T BY THE CONTRACTOR. ANYTHINS CONTAINEDIN fiW_5E WECIFICATION5 SMALL NOT BE CONSTRUED TO CONFLICT L To ALLON TME PIPETo LAY FLATT ID UNDUE BENPINS AND CONCENTRATED EXTERNAL A. THE ENTIRE SPRINKLERY , IMCCLUDIN& ALL rCqK PONE UNDER TH15CONTRACT, SHALL BE AITM ANY OF THE A50VE RULES AND REOULATION5A . A CIFICATI A LOAD. UNCONDITIONALLY I T FAULT I 1 I MATERIALS, I' , TI A I g HI T A , g C I I LI F'1 � I (I) FI 1 N 1 1 U TI , T VII GIF ATI A 100 C A 1 FILINGTIGCOMPLETION. I I I I SYMM BE _ 1 DRAININ65 5HALL TAKE RMCEDENCE, VITHNPERIOD, IT 5M&L BE CORRECTEDY THE CONTRACTOR AT NO ADDITIONAL PISP05E OF nA5TE, TRA5H, AtV DEBR15IN ACCMANCE V41THLIC INANCES TO OfflER M1114IN TEN (10) CALENDAR DAYSI INOTICE L MATERIALS 5UPPLIEP FOR TH15 PROJECT SMALL BE NEA AND FREE FROM ANY PEFECT5. ALL DEFECTIVE MATERIALS AND AS PRE5CRIBED BY AUTHORITIE5HAVIW6 JURISDICTION. Y NO 5UCH KA5TE MATERIALI I T1 CY (IE, BROKEN PRESSURE LINE) SHALL BE REPLACED IMMEDIATELY T NO ADDITIONALT T IS ON THE SITE. BUIRNINS OF TRASH AND PM15 NLL NOT BE PERMITTED, T ` TO MAKE REPAIRST THE CONTRACTORS -, T SMALL REMOVE AND PISP05EI 15 &ENERATED BY H15 MORK AMP VVRKMEN AT EXISTING2 IMPROVEMENT RE-NLTING EITHER15 OR VVIRKMAN5141P, OR E. THE CONTRACTOR I LICEN5E5 AND PERMITS INCLUDING PAYMENTS F CHAROE5 ANP A NVE FREGUENTIN 5 OR NeN ORPEREP TO PO 50 BYT LZED REPRESENTATIVE. Y REPAIRS TO CORRECT , SHALL BE REPAIREDT ; THE SATISFACTION OF THE OANER 5Y THE REQUIREDTICE TO PUBLIC AUTHORITIES, VERIFY PERMITSN Y OTHERS AFFECTING CONTRACTOR, T NO ACIVITION& C05T T O THE OPM. MORK OF TH15 SECTION. B. AT THE TIME TION TM ENTIRE SITE MILLCLEARED TOOLS, EGUIPMENT, RUBBISH 15 ICH E I 1 I I L BE SUBMITTEDT F FOR I, I 5 . I I TI Y Y I I TI Y L I 1 I -T E p IMATERIALS AND THE WRK HA5 _ 5TEM PC HAVE 1 5 ISTe A BEEN COMPLETED IN ACCORDANCE VITH THE I SPECIFICATIONS, ORDINARY I. F A T F A I I TIN SYSTEM MATERIALS I T T SITE, IT A. I 5; T ° T I Tp Uj T T A C LIT 11 TI YS AMATERIALS, C T A I, Y T GT C I ING THE PERIOD OF ONE YEAR FROM PATE OF FILINS OF THE NOTICE OF 00MIFLETION FMN15HED AMP INSTALLED A T OF TH15 CONTRACT. CONSTITUTING TUR4E5 FROM THE ORIONAL CONTRACT PRA011W. REPAIRC Y DAMA&E RESULTINGI I I DEFECTS T NO 2. F GAT F ITEM, C GAT TS C IC 2. ° GH _5 I L I A LEGIBLE I TOITI T TO THE OIAM. HE %IALL MAKE WCH REPAIRS11 10 CALENPAR 00 DATA, FURNISH THE MANUFACTURERS RECOMMENDATIONST IT AT I . T F1 INSPECTION T SATISFACTION N ° G A PAYS FOLLOVINO 1111RITTENNOTIFICATION Y THE OrMR. IN THE EVENT OF OUR FAILURE TO MAKE SUCH 5. TI 1 5 I 1 I ARCHITECT ° L Y �, PRAIAIIN95 TO THE LANMAPE ARCHrMCT OR 011NERS MTHORIZEPREPRESENTATIVE. REPAIRREPAIR5 OR REPLACEMENTSI TIME CII RECEIPT INOTICE FROM 01441ER, VIE AUTHORIZEDTTI AUTHORIZETO PROCEED TO HAVE SAIDp T OUR EXPENSE AND 4, MANUFACTURERS PV~,NTIE5T RELIEVE THE CONTRACTORF M15 LI LI THE %ARANTEE. %XoH 5. PIMEN51ON5F T POINTS OF REFWZNCE SUCH AS BUILDING5, 51PEINALK5, � ViILL PAYT C S THEREFORE UPON DEMAND. KARRANTIE5 SHALL ONLY SUPPLEMENT THE OUARANTEE. ETC. SMALL BE 5HOHN. DATAL BE RECORDED ON A DAY TO DAY TI 15 CTI I 1 T L , I 1MINIMUMCT NAME 1/ I H IH 51 ° T L ATI ° IF THE IRRIOATION CONTRACTOR I To 5655TITUTEANY EGUIPMENT OR MATERIALSTH05E EQUIPMENT4, SHOA LOCATIONS AND DEPTHSf THE FOLLONNO ITEM5. CONTRACTOR MATERIALS L15TED ON THE IRROATION DWIW.95CIFICATI 5 HE MAY PO 50 BY PROVIPIN& THE FOLLONNO A, FIT OF CONNECTION (INCLUPINS 11ATER METER5, BACKFI.0104 PREVENTER5, MASTERL Uj INFORMATION TO THE LANDSCAPE ARCMITECT OR OIAINERS MTHORIZEDREPRESENTATIVE CITY INSPECTOR FOR TC.) ROUTINS OF 9PRIW42R PRE59URE LINE-5 (DIAT A MAXIMUMF 100 FEET ALONG 51ONEP, ® I. PROVIDE A HRITTENSTATEMENT INPICATING THE REA50N FOR MAKINSTI I . VI C T TSHEETS, TECHNICALT , PERFORMANCEI ATI F EACH 5TI ITEM. 5. VI I ITIN T I IN INSTALLED PRICE IF I 15 ACCEPTEP. C. A V AUTOMATIC CONTROL VALVES AND 150LATION SALL VALVES E. I G I V 5A ISOLATION VALVES L EISTk ITI Fm ROUTING OF CONTROL AIRES Z A. T T VERIFY FAMILIA L ATI 5, 51 E A TIL POINTS F CONNECTION I I ATI VI C C LY A LI CONNECTION T I I ATI LA I T ( DIRECTED) I 5Y5 A 5. MAINTAIN RECORD VRANN65 ON VTE AT ALL TIMES. UPON COWLETION OF MORK, TRANSFER ALL ILT INFORMATION I . TO REPRODUCIBLEI INT e + B. IRRIGATION 51 1 T A `IL 5T TIC H T I 5, CONTRACTOR CONTROLLER CHARTS. IFY ST TIC CT I T 5T T C TI N, A 1 P EXIST TI 1. RECORP PRA1111465 Kr5T BE APPROVED BY LANDSCAPE ARCHITECTA / AUTHORIZED CL Z THE LANUWAPE ARCHITECT A OIAINERS AUTHORIZEDREPRESENTATIVE I TO BESINNINGCONSTRUCTION, 9RE5ENTATNE BEFORE CHARTS ARE PREPARED. C. PRIOR TO CUTTIR6INTO THE 501L, THE CONTRACTORL LOCATE CABLES, IT5, SEVER SEPTIC TANKS, ANP 2, PROVIDE ONE CONTROLLERCHART FOR EACH AUTOMATIC CONTROLLER. CHART OTHER UTILITIES AS COMMONLY N TA G I T TO ACV TI PISTUR5 SUCHIMPROVEMENTS. IFA LICT EXISTT H G 5T LES T 5° CHART 15 T A G °° I . I T THE N CT L LY TI A A I CT 1 A_ FOR I 1_ I I A ET L BE ENLARGED UUXJJ IAIORK, THE RELOCATIONS. T CONTRACTOR 1 IN I A L A H ITI N5 A 4. H E 51 CHARTNP APPROVEP, THE HERMETICALLY Uj A G PIECES OF PLASTIC, PIECE BEIN62A MINIMUM 20 MIL5 IN THICKNESS. 00 D 4TH_ -LH H I TFT BENCHMARK: SHEET o ORIS CONTAINED THIN THESE CLANS I PREPARED BY: PPC?, lP 1 5002 1 SHALL NOT COMMENCE UNTIL ACOUNTY N GMP LANDSCAPE ARCHITECTURE . P RIVERSIDE ENCROACHMENT PER IT AND ORA ° , EJRP SIL CEST SIEDIAL TWO WORKING 4010 TO VALLEY BLVD. , SUITE 200 LU 0 BEFORE DAYS BEFORE C GRADIEITH EN SSUED° SAN DIEGO, C 92121 41210 I U ` YOU D1 YOU DIG PHONE ® 977 LANDSCAPE S F® The private landscape architect signing these plans is responsible for assuring �P� FINWSON OF HT I TOLL FREE 1®000®227®2600 the accuracy and acceptabldy of the deign hereon. In the event of discrepancies �2P I I TI I I I after count royal or during construction, the private landscape architect �`® 22 FOR: W.O. COUNTY A PUBLIC SERVICE BY g �approval � p IE DAIS SCALE:UNDERGROUND SERVICE ALERT shall be respo for dei ming an acceptable solution and revising the pians for l RL.A 0 EXP 2720 ATEo o Va Q STEUROPA, LLC FILE NO. q1m oval b the countL. Bow cowm IRRIGATION I I I 1 TII - MATERIAL5 E. ANTI—PRAINV III EXECUTION 1. I®I I AL LMANUFACTURER, SIZE, A I IC N THE °OI SUMMARY 2. ANTI— INV L HAVE 16-5 STAINLE55I VALVE STEMS I —N 5.01 SITE CONOTION5 USE ONLY NEN MATERIALSF THE MANUFACTURER, 51ZE ANP TYPE 5HOHN ON THE PWIN65CIFI ATI ° MATERIALS 5, Uj E0UIFMENT INSTALLED FURN15HED THAT DO NOT MEET LAW%APE A HI CTa5, OHNERS, OR r20VMI% A IES ° ANTI® IN VALVES HILLCTI SIZE OF THE RMPIPE THEY A. IN5PECTION5, 5TA A ILL E C A 51 AT T ARE TO BE IN5TALLED ONTO, NEXT AVAILABLE 51ZE. NO SUP CONNECTION TI IN I° PRIOR TO ALL HORK OF TH15 - _CTL. , CAREFULLY INSPECT THE INSTALLED r1ORK OF ALL OTHER TRADES AND VALVES ARE ALLOVW, VERIFY THAT ALL 5WH HORK 15 COMPLETE TO THE POINT15 INSTALLATION M, 'Y PROPERLY 2.02 PIPE COMMENCE. t 5 LY LI F POINT F CONNECTION T ACFL I UNIT "HARD" C PIPE 2.01 VALVE BOXES 2. VERIFY THAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE V41THPERTINENT 5 NI (LEN I )° REOULATION5, THE OR16INALDESIGN, THE REFERENCOEP STANDARDS, AND THE MANUFACTURERS A. VALVE 5OXE5 5HALL BE FABRICATEP FROM A DURABLE, A I5TA T PLASTIC MATERIALTI ° 1 < 5. PRE55M SUPPLY LINES 2 INCHES IN DIAMETER AMP UP TO 25 INCHE5 IN DIAMETER5 A AFLOPREVENTION UNIT RE515TANT TO 5XI&HT A IAL ACTION OF SOILS. z SHALL BE CLA55 515 SOLVENT HELP PVC. PIPINO SHALL CONFORM TO A5TMP2241. B. 0WREPAW.,IE51. VALVE BOX COVER SHALL BE OREEN IN COLORAND SECURED HITH T5° 1° IN THE EVENT OF DISCREPANCY, IMMEDIATELY TI HI GAUTHORIZED C. PRE55M SUPPLY LINES 5 INCHES IN DIAMETER AMP UP TO 5 INCHES IN DIAMETER POrftTREAM OF BACKFLOVITION UNIT REPRESENTATIVE SHALL BE CLASS 200 C7A5KET JOINT PVC. PIPING SHALL CONFORM TO A5TM 02241. C. THE COVER AND BOX SMALL BE CAPA5LE OF 5U5TAINI* LOAD OF 1,5005° 2. 170 NOT PROCEED NITHINSTALLATION IN AREAS I TIL ALL 015CREPANCIE5 HAVE BEEN RESOLVED. Z) DPRESSURE LY LINES I5 INCHE5 IN DIAMETER ANP SMALLER OF THE 5ACKFLr," TION UNIT SHALL BE SCHEDULE 40 D, VALVE L50X EXTEN51ON5 SMALL BE 5Y THE SAME MANUFACTURERVALVE BOX, SOLVENT PFID PVC, CONFORMING TO A5TM 01185. C. E. AUTOMATIC CONTROL AV MASTER VALVE BOXES 5HALL BE 16"Al"X12" RECTANISULAR SIZEL 1° 5EFORE 5TARTINO WW, CAREFULLY CHECK ALL &RAPES To DETERMINET MORK MAY SAFELY a : as as '� E. LI . I IN I A F CONTROL LL H° X T s 12 HI- L ITH EITHER "ROV" AITHTHE VALVE KEEPINSAI CIFIED MATERIAL DEPTHS NTH RESPECTT- FIN15H GRAVE C° IDENTIFICATION " Vaa, 2. FINAL &RAPES SHALL BE ACCEPTED BY THE ENNNEER1 ClON AILL BE ALLOMED T I ° I F. RECYCLED (RECLAIMED) C PIPE TO BE COLOR—COLOR—CODEP PUIWLE IN COLOR MARKED ON THO 51VE5 NITHRECLAIMED F. SPECIALITY a a MAY BE INDICATED N PWINft AND SHALL BE 25"XI5"XI2" AARNINO STATEMENTSaC I N— CYC (RECLAIMED) RECLAIMED IPI T BE ACCEPTED BY LOCAL RECTANSULARI ° FIELD T ; RECLAIMED HATER 6OVERNIN6CI ° RECYCLED KATER PIPE SHALL BE USED ONLY ON RECYCLEPSYSTEM. W 1° Y _ I T FI T CI FIT I I C ITH ae , , . PIPI* F T 1 ° ° , A VALVE, I CIRCULAR 1 I I I 1 . CONTRACTOR SHALL COORDINATEINSTALLATION OF ALL IRRIGATION I— "HEAT 96 B8 a a9 9a Cc3 8 VALVE X T I ISI LE I I , I ° ® L SPECIALIZED PIPINGAS INDICATED ON THE PWINGLEGEND OR DETAILS. 2. ALL SCALED DIMEMION5APPROXIMATE. CONTRACTOR CHECK AND VERIFY1 DIMENSIONS PRIORTO PROCEEDINGI I SECTION. 105 METAL PIPE AND FITTIW75 H° VALVE BOX COVER FOR RECLAIMED5Y5TEM5 SHALL BE PURPLE IN COLORAND PERMANENTLY 5. EXERCISECARE IN EXCAVATINS AV AORKIN& EXISTING UTILITIES. CONTRACTOR 1 as I CYC ( I ) N T I as F 1 L F T UTILITIES I Y 15 TI LCT. F_ Of a. A. BRA55 PIPE SHALL BE 85 PERCENT RED BRA55, ANSI, IF5 5TANPARD 125 POUW5, 5CW-PULEPIPE. RECYCLEDIRRIOATION 5Y5 DIA&RAMMATIC INTENT: FITTIN65 SHALL BE MEDIUM BRA55, 56RErfD125—FOUNP CLASS. 106 IRRIGATION IN65 ARE E55ENTIALLY PIA&RAMMATIC. THE 51LOCATION I T AW FIXTURES ARE To SCALE K4ERE POSSIBLE. PROVIDE OFFft-75 IN PIPINGCHANCES IN EGUIPMENT LOCATIONS "HARP" C. C I N T OR DET ILS. G Y 1 T- AVOID TI LI AT 0 z V. COPPER A° E , SIZE INDICATED T I 15 SHALL L ADDITIONALNO T . LOSURE SHALL BE OF THE MANUFACTURER, 51ZE AND TYPE INPICATED ON THE I . THE ENCLOSUIREL THE CONTROLLER ELECTRICAL LAYOUT: 2.04 PLASTIC PIPE AND FITTINC75 1° PRIOR TO INSTALLATION, T STAKE OUT ALL PRE55ME SUPPLY LINES, ROUTING C. THE CONTROLLER F THE MANUFACTURER, 51ZE AND TYPE RE01REDY LOCATION I , VALVE5, 15ACKFLOA PREVENTER, AV AUTOMATIC CONTROU11R. A. I SHA A CONTINUOUSLY ITHMANUFACTURERS NOMINALPI 1 H CL ° LAYOUT I I ATI YS A I I T I 1 , NATIONAL SANITATION FOUNDATION , COMMERCIAL 5TA A I ATI N, A DA X 51 N° 1 I ' I L U A I A 2.001 ELECTMCALADJACENT TO PLANTED AREAS, IN5TALL THE PIPINGIN THE PLANTED AREA5. PLASTIC PIPE SMALL BE EXTRUDEDOF AN IMPROVED FVC VIRC71N PIPE COMPOUND IN ACCORDANCE NITHA5TM P2241 OR P1184° A° ALL ELECTRICAL EOUIPMENT SHALL BE NEMA TYPE 5, HATERPROOFED FOR EXTERIOR ° KATER SUPPLYTI T , OR THE INSTALLATION OF, THE KATER SUPPLYT THE LOCATIONS, INSTALLATIONS. I I C C Y I TI AT NO C. ALL PVC FITTINGS 5TANDARD IM66HT 5CHEPULE 40 AND 5HALL BE INJECTION MOLDED OF AN IMPROVED VIRGIN FVC APPITIONAL EXPENSE TO OHNER. FITTING UN ° SUP PVC FITTIN695 SHALL BE THE "PEEP as BRACKETED TYPE. THREADED TIG FITTINGS SHALL BE 5. ALL ELECTRICAL HORK SHALL CONFORM TO LOCAL5 AND ORDINANCES. INJECTION MOLDED. ALL TEESA ELLS SHALL BE 51PE OATEP. FITTINGS CONFORM TO A5TM D24ft. H. ELECTRICAL SERVICE. 2.10 LOH VOLTA&ECONTROL HIRING1° CONNECTION5 TO THE ELECTRICALLY SHALL BE AT THE LOCATIONS MINOR D. L THREADED NIFFLE5 SHALL BE STANDARD I T SCHEDULE DO HITHL CONFORM TO A5TM 01165. CHANGES CAUSEP Y 51TE CONDITIONSAT NO ADDITIONALTO OffiER. A° REMOTE CONTROL I , 51ZE A5 INDICATED . CONTRACTOR SHALL MAKE 120 VOLT CONNECTION TO THE IRRIOATION CONTROLLER5. ELECTRICALPONER L SOLVENT 0EMENTIN60 OF PLASTIC PIPE AND FITTIN05 SHALL BE A 70-5TEP PROCE55,70-5 U51NO PRIMERAND SOLVENTC T DRAMIN65, AND IN NO CASE SMALLER THAN 1 E TO CONTROLLER LOCATIONS L BE PROVIDEDY APPLIED ACTURZR5 RECOMMEVATION5. CEMENT SMALL BE OF A FLUID 15 Y, NOT OEL-LIKE OR ROPY. SOLVENT CEMENTING L BE IN CONFORMANCE An4 AND A5TM D2 . CONNECTIONS ITHER EFOXY-5EALEP PACKET TYPE OR PENN-TITEN T ° 5D2 TREWCHIN66 F° N CONNECTION 15 PLA5TIC, TO METAL, FEMALE APAPTER5 SHALL BE HAND TI , PLUS ONE TURN HITH A STRAP MENCH. C. COMMON AIRESI IN COLOR, AND IN NO CASE SMALLER THAN 12 OMM, CONTROL A. EXCAVATION5 SHALL BE 5TRAIC7HT V41TH VERTICALI e ANP 5UPPORT PIPE CONTINUOUSLY O INT COMPOUND 5HALL BE NON-LEAD BASE TEFLON PASTE, TAPE, OR EGUAL. MRE5 SHALL BE REP (NiERE TMO OR MORE CONTROLLERS ARE U5M, T N L I ° I TI F LAYOUT I ICA 1 TO THE VEPTH5 DE A DIFFERENT COLOR FOR EACH WNTROLLER. THESE COLORS SHALL BE NOTED ON THE BELOA FINE LINES OCCUR UNVER PAVED AREA, THE5E DIMENSON5 z 2,05 5A0KFLOh PREVENTIONUNITS "RECOW I 5aa LOCATED N CONTROLLER ) BE CONSIDEREDSUBORAPE. 0 A. T FL PREVENTION IT L � 51 INDICATED I ° ° S - I g IN THAN I MINIMUM 1 INCHES Y LI Il INCHES ° VI Loi MINIMM COVER OF 24 INCHE5 ON PRESSURE SUPPLY LINES 5 INCHES, AND 56 INCHES ° THE BACKFLOVIPREVENTION IT SHALL BE INSTALLED IN ACCORDAMCCE AITH THE REOUIREMENT5 SET FORTH BY LOCAL CODE5. EPROVIDE 24s L L L DIRECTIONAL I L I Y LINES 4 INCH AND LARGER. C. T FLPREVENTION H NTI N Y CONSIST 5 PI I , IO A FITT6 ° TI C. PROVIDE MINIMUM16 INCHES FORL ° 2.06 VALVES 2°I1 IRRI&ATION HEAP5 ° PROVIDE MINIMUM12 WMES FOR NON—PRE55MLI A. SPRINKLER THE MANUFACTURER SIZE, TYPE, HITH A. A VALVES. TI a A 15 I IC T I E. I I T 1N A A 4 INCH 11 T 1° 6ATE VALVES SHALL BE OF THE MANUFACTURER, 512, AM TYPE INDICATED ON THE PRANIN65, 2° OATE VALVES SHALL BE CONSTRUCTED OF A BRONZE BODY, BONNET AND VW, AN17 A MALLEA5LEI N HANPHNEEL. OATE B. FOR—UP W-AD5 AND R15ER HEAPS SHALL BE USED AS INPICATEP ON THE PWIN65. F° PROVIDE 5ANP 5ACKFILLA MINIMUM 4 INCHES OVER AND UNPER ALL MAINLINE PIPING. . 0 VALVES SMALL HAVE THREAPEP CONNECTIONS. 5. ALL SATE VALVES SHALLA MINIHJM NORKINGT LE55 THAN 50 PSI AND 5HALL CONFORM TO AMA FI IC° I IATINS F . CYCY L H CYC ( I ) Uj ST I � KARN1 A. FILL I LI L T T I F 1 , LITTER, A c� t, 0 V ROCK5 1/ I I DIAMETER, I ® ° e 1. BALL VALVE5 SHALL BE OF THE MANUFACTURER, SIZE, AND TYPE INDICATED N THE PWIN65. Ery 0 2, F A BRONZE BOPY, 5T I STEEL BALL AND STEM, M IRON HANDLE, 5ALL B. BACKFILLTAMPED IN 4—IW.,H LAYERS UNDER THE FIFEUNIFORMLY ON BOTH 51DE5FULL CTI ° nLL PIPE. , I I ICI 5° V LL H A l l I F T AN 1 P 1 A T T I TI , VOIDS. ITY DENSITY STANDARDS. TO ADJACENT UNP15TURBEPIL AND SHALL CONFORM TO ADJACENT ° C. GUICK COUPLER VALVE5; C. FL IN- IN LIEU OFTA I IS NOT ° 1 1° GUICK COUPLER VALVE5 SMALL BE OF T SI I ICAT N T 5° Cn 2° ICK 5 I LL HIC N TO IT TA I F ° U, CI T U T T FILL. r 150 P51 HITHOUT LEAKASE. VALVES SHALL HAVE M TMREA95 OPENINS AT BASE, NITH ICE BODY. VALVES TO BE .50 OPERATEP ONLY V41TH A COWLER KEY, M51ONED FOR THAT PIMOSE. COUPLER KEY 15 INSERTED INTO VALVE AND A E° PROVIDE 5ANP BACKFILLMINIMUM F 6 INCHES OVER AND UNDER ALL PIPINGUNDER 0— 1-- POSITIVE, HATERTIOMT CONNECTION 5HALL BE MADE BETHEEN THE COUPLER KEY AND VALVE, HIN&E COVER 5HALL BE THE Uj LOCKINS TYPE CON5TIWCTEVITH A RU55ER—LIKE VINYL COVER. . VINYL QUICK COUPLER COVER FOR RECLAIMEDICI COUPLER VALVES TO BE RMLE IN COLOR AITHTHE rORD5 as I CYCL ( C I ) HATER-120 NOT DRINK PERMANENTLY MARKED ON LID FOR RECYCLEP5Y5 M° c Lij Lai a_ AUTOMATIC, CONTROL VALVE5.. I° AUTOMATIC CONTROL VALVES F THE MANUFACTURER, SIZE, AND TYPE NVICATED ON THE PRAAINC-6. E 2. AUTOMATIC, CONTROL VALVES SHALL BE ELECTRICALLY OPERATED. Uj LL_ � D_ En NOTE: RI��L ARCH 9 TELTBENCHMARK: SHEETNO. 0 PREPARED BY: PP 055 IP 1 1 f 0 CONTAINED WITHIN THESE PLANS ALL 0 COMMENCEUNTIL AN f ,� L2-203 ENCROACHMENT PER IT AND( A o E PA VILLAGE VEST VIE L DIAL o WORKING CRA I PER IT HAS EEN ISSN 4 1 OR E TO VALLEY LVD° , SIS I T 200 L ED SAN DIEGO, CA 2121 1 1 I A 0 LANDSCAPE P S c0 BEFORE ��®� SAYS BEFORE . c You SIG You SIG NE858-558-8977 cel F— The private landscape architect signing these plans is responsible for assuring -- � ®� JO P SON CE BENS CL Ti�L FRSE — ®227®2600 the accuracy and acceptability of the design hereon. In the event of discr cies s9 7 IRRIGATION T I SPECIFICATIONS T I C arising after count approval or dA canstruction, the pronate landsc e architect Q 522� P F® o °0° COLON` CIL xA P6llG SERVICE Y y g SCALE: GRGE GROG D SE BICE ALERT shall be responsible for determining an acceptable solation and re g the plans for EXP 2/20;0-00"1 DATE: Ha Va 1 Eu P FILEN9(94 sr.7. t ravel b the count.. RLA N ° 3503 , 1 FL� LAWe�RUM AV I, ALL LOCAL 1- 1 MUNICIPALT PM AfAE Y I � I TI ATi TO ND MADE A PIPI .I I Uj SPECIFICATIONS V{ L CARRIED Y CONTRACTOR, 1 C PART OF THESE NT I REMENT A. PIPIWO U 15TI PAVEMENT SAY INT U I , I , OF HYDRAULIC IVI . N IC IVIN IS A. I I T A I ICA O I 5. LICT CIFICATI , ANP/OR SHALL ITTED UNDER T NT, PREVAIL, ° I T i INPICATEP ON THE PRMN65. Ld TTI AKI F ITI PAVEMENT { T I 2. T I LOCATIONS 1 TI UTILITIES,S A ND B.. YID I LOCATIONS, LITI g S SERVICE-5 CCAREFULLY INSPECT ALL FI I F INT LATI ¢ V1 DIRT, SC E, I . INSTALL PI ITH I NI S SI - I I IN I Y, IN THESE PLANS ARE APPROXIMATEY. ANY DISCREPANCIES, PLANS VE L I U VI I TI IFICATI N. P. P 5 I L INSTALLED 1 E I . I CONDITIONSL T 5 ATI I CYC SYS IDENTIFIED 1 I VINYL I 3. T TAI I I I HI . ALL PI GTI . E. I NIPPLES A MINIMUM OF 10 INCHES ABOVE FINISH ORAPE. BEOINNINS . Uj E. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF & NCHE5 FROM EACH OTHER AND 12 INCHE5 FROM LINES OF OTHER TRAPE5. 3.11 I I' T . C TAI 1 TO PERFORM THE HORK NSO PM F. PARALLEL LINES L NOT INSTALLED DIRECTLY O H INDICATED I I L® A. INSTALL IE5 SPECIFIED HEREIN ACCORDING TO THE FESPECTIVEAIL PRAMIN05 OR SPECIFICATIONS, U51146 5E5T INSOLVENT I , Y S CIFIE I A L NT CEMENT L I T5 IN 5 IGT CE 5TANPARP TIC THE MAINLINE I I I TIC, 11 I F SI C IFICATI U-1 SHALL BE INSTALLED LIMIT A I I ANTI AREAS T 5 INCLU I 1 I L C 5 L NT F ACH L . L SLVENT I AVOID ANY LICSYSTEM, TI H{ MELDSA T I INU S TIME F VI H I H U CURING TIME FILLIN . I VALVES T A I A Y 1 I S ¢ 5, E g PAVED A A LIC F Uj 1 H. C INT IN A N IGH ILL V1 F I N CONTRACTION 5 C E T PI ' I I ATI EQUIPMENT 15 I ATIC. INSTALL I . 1 Ti. I IN PART IRRIGATION- H gTI® I V 1 T Y MANUFACTURER. V L , AI DEVICES, BALL THE I- IN V ILL IA 1 IT p LY. VALVES, ANP ANCILLARY EQUIPMENT, IN 9M PLANTING AREAS 1. N PLASTIC PIPE I T 5TI V. I T L S I A I Y REPRESENTATIVE I TIDESIGNER. MA 1 J. ALL THREAPED PLA5TIC-TO-PLA5TI0 OONNECT1ON5 5HALL 5E A55EMBLEP U51U51N& TEFLON TAPE OR TEFLONPA 3.12 FL IN YS po T Y INSTALL EQUIPMENT S N IT I VI IN FIELD T UNKNOMN COWITIONS EX15T THAT HERE NOT EVIDENT AT THE TIM THESE PLANS IMERE K. FOR PLA5TIC-TO-METALC CTI , HORK THE METALCONNECTION5 FI T. USE A NON-HARPENIN& PIPE POPE AN ALL PREPAREP. ANY SUCH CONDITIONS TO THE ATTENTION N CTI L A. 1 T INSTALLATION 9 S V L BE OMW A A T F T T T LG GTI gCE N T I L TIG fi T C THE LI REPRESENTATIVE T IRRIGATION T L ASSUME ALL c3 ITH PLASTIC AL 1 ILI FIELD CHANSDES DEEMEDY By THE OHNER. L. C CT1 G LATERAL LI LL I H. C FITTINGS ITH COMPRESSION I I T AF FLUSHING T SYS S 0. INSTALL EQUIPMENT I AILS SPECIFICATIONS. CT L BE T Y , L CITY, ST I F I L CONNECTIONS LI TO I CO N FI I OF MANUFACTURERILI INSTALLATION. U I ¢ TEFLON TA I L CEMENT I N II . 5.1 TI SYSTEM AND 3. CONTROLLER A. CONTRACTOR T V I e A C H SY 1 T 5T. q. ACTUAL LOCATIONFOR THE INSTALLATION OF THE BACKI'L N g RECYCLED CROSS IF IT IS I Y ARCHITECT I ATI T ITI T TI T V TTI TIO 15 T I IN A. T CT LOC TI F C N L Y T LA HI CT iLi 0S OR FIELD BY THE OVINERS ALM40RIZEP REPRESENTATIVE REPRESENTATIVE TLTION. ELECTRICAL VIC L COORDINATED ITH THIS LOCATION. CH IT VI COVERAGE, Y C T 5 SHALL BE MADE ITYTI IOTHE . IRR16ATION CONTRACTOR L BE RE5PON515LEFOR THE FINAL ELECTRICAL HOOK UP TO IRRIOATION CONTROLLER. MAINLINE I TI . ITi I: w C. SYS TI Y A PL I I m EXTENDEDBE I0', MAKIN& A COIL TO FIT INSIDE A RECTANGULAR FULL BOX. LA13EL THE LID OF THE Co. 11 TI N SYS L TO I T P IO F MINIMALU OF 51 N A. FULL Box �w. P. TO TIC CONTROL VALVES ARE TO BE APJJSTEP 50 THAT THE SPRINKLERT THE PRE59M RECOMMENDED D. INT CONTROLLER L Y EMANUFACTURER. Y A 11, ALL PIPE UNDER PAVED5, HARPWAPE,OR AS PIRECTEPY REPRESENTATIVE TO BE I CONTROL 1 IN 3.I Ti VTI I T I ¢ I I CARRIED. 2' A 5" CL C F I _.CTI TO E TIL IT HAS I' CI 'H. g TYPE Ig 2 I TO AS STANDARD ,. A. T L P-1185-4. ALL 4" AND LARGER 5LEEVINSL BE PVC,1220CLASS 200 5MI, TYPE 1,6RAPE 2 t AGENCIES. ° L LT G L I iN L C T S E NCH AN L I T L T 5A U S T 5 A Y A A CT, ¢ MATERIAL I T: STANDARD - 41, ITC LY LINES 5 I L . B. T L " Y PI F TI I T LA I CT¢ C g IN CONCRETE AMINIMUM ICK ON ALL SIDMF PIPE. SLEEVES TO EXTEND ATT A MINMUM OF 48 Haft IN APVWE, HeRE AND NO THE HORK 15 READY FOR TE5TING. 12® PAT THE EDGE OF PAVING. THAN I 1 L IN H T I I TA T ETHE INA L AT INTERVALS IO C. SPRINKLER SYSTEM1 CONTRACTOR F A T H Y I' 1 75 . ¢ FEET. BUNPLE SHALL 5E SECUREDTO THE MAINLINE1 TAPE AT INTERVAL5 OF 20 FEET L IF THE KATER COVERAGEF 15 A I NC I ° ALL VALVES TO BE INSTALLED IN SHRUB OR OROUNP COVER AREAS V#IERE POSSIBLE LAK75CAPE ARCHITECT. ALL GUICK COUPLER VALVES TO BE INSTALLED INSTALLATION ETAILS, INSTALL Cm ALL CONNECTIONS L 5E OF AN APPROVED TYPE AND SHALL OCCURIN A VALVE . PROVIDE AN 15 INCH 5E VICE LOOP AT V. THE C014MCTORfA I S ANP PERFORM ALL HORK REQUIREDTO CORRECT ANY INAPEGUACAE5 OF ALL GUICK COUPLER VALVES NTHIN1 " OF HARPSCAPE, EACH H CTI N. COVERAOE PUE TO PEVIATION5PLAN5, Y H I Y INSTALLED INDICATED PRMINS5 IT 1 OBVIOUSLY I g HITHOUT I I TO THE ATTENTIONA _ _CT. THIS 13. ALL HEADS ARE TO BE INSTALLED I ON THE PLANS, L V. ANEXPANSIONLP OF 12 INCHES V 1 AT EACH MIRE CONNECTION AND/OR I CTION CHAN6E, AND ONE OF TEST 5HALL BE A00EFTEP BY THE LMCWAPEARCHITECT AV ACCOMPL15HEPSTARTING ANY PLANTING. HATTo FFEM34T OVER5MY ONTO EUILPINGG, S, FENCES AND 24 INCHES 5HALL 5E PROVVEVT EACH REMOTE CONTROL VALVE, E. FINAL IW55PECTION MLL NOT 00MMEME NTHOUT RECORD PRANN65Y THE IRRIGATION T A ° I I , T LIMITED TO, #DJUSTMENT OF DIFFUSERPIN OR ADJUSTMENT REPLACEMENT OF FRESSURE COMPENSATINGg REPLACEMENT OF NOZZLES I E. A CONTINUOU5 RUN OF ARELL BE USED 5ETPEENAC L N EACH REMOTE CONTROL VAL . UNDER NO 3.15 MAINTEMANCoE APPROPRIATEITS AND THE REPLACEMENTT E ARC, UNITS. MO CIRCUMSTANCES, LL SPLICES BE U5EV V41THOUTI APPROVAL, PURINSS THE IA1NTENANCol! PERIOD THE CONTRACTORT AV MAINTAINTHE IRR16ATIONSY IN A FULLY TI TIC TI , T LIGHTS, g � L { T SPRAY CONDITION PROVIDING IRR16ATION COVERAGE TO ALL INTENDED PLANTINGS. I; I , THE IRRIGATION CONTRAC ER . V FI N HSI SPRINKLERSYSTEM TI Y INSTALLING TA VI CIRCLE HALF C1 T 3.1 COMPLETION C I INT I CLEAN-UP TIN DIRT F Fn SITE, L A ADDITIONALT TO THE OMER, A. AUTOMATIC, L V V L VALVES, V 5¢ N IG C VE j ALL Y%LK5 ANP PAVINS SHALL BE WOOMED, AMP ANY DAMAGE 50TAINEDL BE REPAIREDTO ORIOINAL > APPROXIMATE LOCATIONS INDICATED THE PRAV4INS05. CMITION5. 14. THE IRR16ATIoN CoNTRAcTOR SHALL ADJUST THE PRESSURE RESULATORH ELECTRIC CONTROL V ALL INT 1 AS EN P SI LE. V AT IN FARTHEST T I ATI ITS CTI VE 00 END OF TI C.OWROL VALVE OPERATES KITHINTHE OPERATIN6N THE IRRIGATION C. INSTALL L VALVES I 1C I T DETAIL I T TO FI , I 1 TI SPECIFIED LOCATED IRRIGATION cr_ i VALVES T INT IN ALL I T LE PER I . THE IRR16ATION SYSTEM 16N 15 BASED ON THE MINIMUMTIMAXIMUM CONTROL V N ICK COUPLER V I LA F T 1AI 1 Y A L VAL SI FL I I TI I T I CTI IRRIGATION LU z EREMOTE z T L TR.C.V. I T MANIFOLD 1 1f INCH F .C.V.� . CONTRACTORVIA I TF1 TPRIOR T CONSTRUCTION. REPORT ANY DIFFERENCEINDICATED ON THE �- PRANN65 AND THE ACTUAL PRESSURE FEVINSAT THE IRRIGATION 1 N CTIO TO THE1 5.05 VALVE 5OXE5AUTHORIZEDTTI . IN T I T REPORTED w PRIOR To START OF CONSTRUCTION, THE IRRIeATIoN CONTRACTORLL AZ (n . V INSTALLED IN 5 551 RESPONSIBILITY ISI I SAID ISI S. CH VALVE BOX SHALL 5E INSTALLED ON A FOUNDATION f4 INCH &RAVEL BACKFILL, 2 CU51C, F T MINIMUM. VALVE 5 I . FIELD CONDITIONSI I INSTALLATION T SHOAN ON ALL INSTALLED 1T I TOPS 1f INCH FACE F I FI 1 IN L AREAS AND 5 THE CONTRACTORL LIMIT FL A I T T A LCI gF 5 FEET INCHE5 ABOVE FINISH OWE IN &ROUNDO APER SECOND ) IN PVC, PI AV CAST IN PIPE. FLOM THROW ANCILLARYI T, MEL T I I m :) ANP COPPER I 5ACKFLON PREVENTER5AT ADDITIONAL T TO D w 1 A, INST A KFL UNIT A INDICATED IN T TAIL N 5. I�. ICP F IRRIGATION I TI S PROVIDEDSECTION SPECIFICATIONS. 1T v 15T LL BACKFLOP4 ASSEMBLIEST LOr.,ATION5 APPROVED IN THE FIELD AND AT I T REGUIRED 5Y LOCAL RESPONSIBILITY IRRIGATION CT TO COORDINATE ELECTRICAL SERVIE AITH THE w -j 0 GENERAL cI� C. INSTALL I ULAT 5 N KFLO LY. THE CONTROLLER CT FI TI ELECTRICAL CE T ANP/OR Lj D. IF BACKFLOV4 PREVENTER15 INSTALLED C NT TO A BUILDING, LLg OTHER 055TRUCTION, INSTALL UNIT 50 THAT THE TE5T J CCS A FACINGS U F 5 CTIO . I . L I � Ld Uj w E. INSTALL -AC FL L A N Y T MANUFACTURER. z 00 6j Ld z w 0- NOTE: PREPARED BY:SEAL®LAND` APE ARCHITECTBENCHMARK- PP 055 � 1P 1 1 ,� 430 IA F T NO. Ad< WORK CONTAINED THESE PLANSRIVERSIDE SHALL COMMENCE UNTIL AN ®� 'B EURPA VILLAGE ® CEST LA VIE Ln ENCROACHMENT PER IT A U OR IAL TWO WORKING 4010SO , 11 I � . SA DIEGO® 92121 w (0 V) BEFORE DAYS BEFORE LANDSCAPE N YOU DIG w You DIG PHONE 977 F SH Q- the 0 I= private landscape architect siring hese plans is responsible for assuring - ® �� JOHN P SON IRRIGATION NOTES 9 P TOES FREE 1-800®227-2000 the accuracy and acceptabliity of the design hereon. in the event of discrepancies ' �_®3 FOR: W.O. COUNTY arisln after count approval or dura construction the private landscape architect DY DAA DAA 22 SCALE: F1 LE Nom9(40 -j a- w r. A PUBLIC SERVICE RY g y PP g P P n r the dans rar 03_ ESP 2 20 DATE: a vm I ETEURo �® LLQ UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and e 9 p LA . 3 a royal by the county. rL ..................... .... ...... ................. ................. 1RRIr:7ATI0N MATERIAL LE67END < .. .......... 5YM50L MANUFACT. MODEL NO. DES,CRIPTION . ........... ............F . ....z ROL. POTABLE HW46ATION AATER PM LLJ ...........F HILKIN5 T5XLV5R 5MI5,BACMLOA M"NTION A501BLY .......... ....... .................. ....................... ............ ............... ................................ HUNTER IBV-XXX(7-F5 5ERES BRA55 MA5TER CONTROL VALVE ......... ...................................... .......................Uj z . ................................... ...........z .......... . ....... COLONIAL VALVE 801 OMES TRE NO BALL VALVE HUNTER FL014-5ft*15,PVC, FLOM WBOR V) .... ---------SEE FUTURE VIMA HUNTER H04"GUICK WKER VALVE F— .............. ...........< I(V-XXX6-F5-A5-AVJ 5ERE5"Tr.FRE5W < HUNTER ............ ... ..... ............ ....................TO 51 MPARED BY OMP .......... C ......... ............ .......... .............. . ... ........................ REOLLAIN67 C*4TROL VALVE ............< ..... ...... ...... ... .... ...... HUNTER ICZ-IXX-5-WM MP 5MIE-5 I"IRESSM RE6ULATIN62 z V) ............ ...................... ---------- .. ...................... ................................................. ....................... .......... ........ ----------.......... ........... ................ ........m -LO FUJI%CAF F— HUNTER FLD z:D ................. .............. HUNTERAT5 IRRI62ATION ON74U.ER A55MY IN STAINLE55 5TEEL ..........z 0 LLJ ......... ... EWA,09A z .......... ............0 Uj U) ................ .........------- HUNTER wj"5YX" ET SEN50R _j .......... N/A 120 VOLT ELECTRICAL POVER ............... ...... ........................F m< ..........< 0 ..... ............ HUNTER PLP-MW MAK TWINS (150'MAX. LEN67H),V41TH PRF EMITTM A�5 CL A-5 ... ............... ... ............... .... ... . . . SH EMITTER512"ON OEM HUNTER EC4 MAT 17RIP 70* Wh C < ....................... .................. ........ ................................ ...... .... . ............................................................... .....................................U-1 A A ..........z IOU 0 CRESTLINE PMT PVC,50LVW VW LATEM PIPE VIITH 5CH.40 FITTING5 ........... ........... .......... ...... ..................................-q A-5 HUNTER TREE NWLM z Uj Uj -6 FOR CONNECTION BETYCEN FVC, LATERAL HIMTER PLD FITTINC < mmm ME EAM LINE5 AM DRIP TUBINS 2< 2 -5TLINE VftT PV0 MFE MAINUNM ORE Cl- . ..... U2 1114 CRESTLINE PC-ST FVC, PIPE A6 UEEVINS Uj 0 U-0 ........... CONTROLLER 5TATION * ..........z oLd 5/4 z 0 z 0 ...........< —C-7pm .............3/40 Uj < VAL\/E 5 1 ZE PATION CONTROLLER........... WA IRRIC. ..........U) (SEE TAELE V SHEET L2-215)Uj Uj> ...........................z ...... ........... 24 EAD PRAINA6E ALLONE CL <a_ IA&REE TO WMPLY AITH THE CRITERIA OF ORVIM%oE NO. M.5 AND TO APPLY THE < . . . . . . 1LU CRITERIA FOR THE EFFICIENT ZED OF MTER IN THE IRRIOATION OM16N PLAN, IML ESPON51ME FOR IRRIC7ATION INSTALLATION 5HALL PRIOR TO BACKFILLIN6, THE PARTY R .................................. A PRELIMINARY FIELP IN5PECTION OF THE IRRIGUATION SY5TEM. CONMT AFTER PIR4JECT IN5TALLATION, AN AWT 5HALL BE CONIXTED BY A CERTIFIED ............. V IRRIGOATION AADITOR ANP FINDING6 5TATEP IN A REPORT. . . ............................. ....................... 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In the event of discrepancies< < < arising after county approval or during construction, the private landscape architect 5Z22/ FOR: Wo. COUNTY A PUBLIC SERVICE BY WK BY DATE mw DATE 1b 07 shall USK SCALE: FILE NO. < CL. CE ALERT responsibie far determining an acceptable solution and revisimg the plans for F— H: v- IWESTEUROPA, LLC R,LA N . 3503, EXP 2/20 DATE: 1. CL I i :: 11,11..-. MATCHLINE ,.---_"._"'. - �..: - 511 SHEET L2-211 ® -: ..� ft-..". 1111. ... 1111 ':':' ." .1 IRR16ATION MATERIAL LE6END .1 '.�-::./ � 1. . I : 1. ". -il ,'....., I.., _ 11: .� % I ' � '� ,.. I . � , ' - ... -.11. -1. f".:'_ ' _ .. ,' ::: ., �� , _-.11... .:% .. :�* � ", .' I . ' 'I g p : ..:.. _* � .. '::.:,:, _..._ 1111... ..... p....a.-a ::.t. .. _%__ ,� : ,.:.. 111.1. . �, 1. -11. � mi 11,11.. ,.:. . - .. ° low ' To 1 Ti :I- -..".. � -... ,.. .. : / .: 111.1.. ". .. ,. : . :-.. 1,111. 1111 '�.,.. � ::.::. /: f 111:1 11,11. ....:........ /.. "... 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I 11G . ® IRRIGATION 1 5T1 5 �qlz� 0 UJ 11 01.1. 1. ;; 2 ":.'-1 ".; �' [ !- � . . __ I __ I 1 I TI 1. .:; : _ ®II A�I A®I T 9L 0 : , . e� I L _ ni I �� 5 s® _ -11 I I EASEMENT . .... : . :::,:::...... - I " . � � t., I G *1 I �l ....:i: ,..:.::< 1111 ._:�>. 11:11: 1111..-1111. �_ 0 0 ''. ,1�% � I 10 1,_� I ® : :: ... ,- 1... .: - -. ..' 1111.. I. , ®® 1. f 1 ,.. 1. (I ) e Ili Lai ;: , ECO HAT MP TZ* PV .6 6PH EMITTER5 12' ON CENTERHUNTER 1111 .°. . 1 . _ 1111.. ,,..._, � . ® . m . � I ........"...'�::�.:::�'::��' Y ,:.�:�...:,.....__'_ 11 _1111 ,:.... � . � . �;. . m - _ 6_ _ . � 1. T 1 __ . ® ,_ ". . 1 I % . 1. F® YE - 00 HUNTER TREE INW-IR 1. 6 ® . � . o . � _ . _ . ® o . _ . _ . a m . � . . • � . I . ® ..11 .:1:1 m.... G . ® . � . ® ®g �® . 1-11111 % 9® _. ® . � , • = 1111 _ m v ® ® _11,11-1 g t 11_11 .� � � � ® ® TI T PVC PIPE A5%EEVI* n...a. ;�"m �t�4 .� .. -111--l".. ........ 1111. 11 .-........ �� , _ 1111 .. --.. ..... . 11,11... e _ 1111. .. -_1111 Em -. -.-. - • - , ...-1111 ...- .-. ........... .1 1111 mm mumI....-1111.. �m � q -...-1111... ........., .....,... ........ 1111.. .. 111 1 � , :::::: -' ...,..... 1111. -111 I , ......,.. 11,11 °°��,,,,� ..-. ......... :::.:... ........... :. ;1111.-., ...: .. - 11_11_.... CONTROLLER / -T TI 7� �- < �; .., -.i'.._ ..............1. 1111 .. - f; I -11111 C-Ppm1111. 1 .-. 2 1- __.m. :: I I : ': j " I 1111... -1.111 1111 1 I.... I . I I . . _ 11111111-1 ... I g' :1 %, .1 Si 1111 ..._ 11-1- .....11........ 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' .. -, ® I T CRITERIA t CRITERIA EFFICIENT I I I I I PLAN. ® I T F'I I , 1 F I I I I T' L TI , L G T I :1 Y FI I TI 11 TI 5Y 11 Y ... 1. -111- F GTI TI IT FI a I IAT IT A FI IN T I AIMPORT. 1 0 Enw 00 V, 0 0 ,__.a 1 I LLJ _j m Lf >- E N 6 � t U) 0 C 3 1z •, Lai 20 1 0 2 60 ;y pg LL_ � ALE; 1'1=20'-O" 01=208- l9 00 D CL N TEo SEAL-LANDSCAPE ARCHITECTBENCHMARK: SKEET NO. 0 PREPARED Y® PP / lP 1 5002 1 � iN ' OR CONTAINED WITHIN ESE PLA S .� SMALL NOT CO ENE TIL N � %,t r t P l ! m w F I h � f; ENCROACHMENT PERMIT R A .�} �%1- EUR VIL , E - C EST I a 0 51t (M �; DIAL TWO WORKING CR INO PER IT HAS EEN E .. O 1 O O ENTO GALLEY LVD, SUITELn BEFORE ,�4. DAYS BEFORE SAN I E � CA 2 21 4121 1 VIA C 0 YOU DiG YOU Dt P NE �7 NSCAIE P S The private landscape architect signing these plans is responsible for assuring ___t_ 0 0 * mJ P SON IRRIGATION LA F SKITS TOLL FREE 1-000®227®2600 the accuracy and acceptability of the design hereon. In the event of discrepancies ?�/r n A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect 2 F W.O. COUNTY UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for Q 1 SCALE:H: Vo I9 ESTEUROPA® LLC PILE NO. r approval b the want., RLA N ° 3$ EXP � DATE: a- : f . � I � I i MATCHLINI! - SEE SHEET L2-214 ;: I � � I :: . : ; � � : . � °. � � 11 I �@i � � :- : I I � � � � I ;:_� ; : . . I : . I. . ; � . p � . ; :� , . . I ; I "� ". � _ 10 ;: � ; ; .1 :, I / .1 ON MATERIAL LE&ENDI : L MANUFAC,T. MODEL NO. 1 VE5CPUPTION F_ t U �, 1, .�, .. ,:.::: I . . . I . : � � � .. I I o ; I ; I (@) Ge ATI h I., , I . 6 1. � I ; 11 ;; I / �� LI KL PREVENTION . e HUNTER I I L VALVE , , .1 I 11 � . : .1 HUNTER . f T RAIL I @ .. _ EFLOM _1111... . VALVE1 77 1 - .. _........... ...� ..�� � _� �.. , ". ", . � � � V -44LP :. : � . � . V. .: TIG PWZEM 1e ; C , ® T L VALVE Ii, . .. F_ %.1, ".. 1,...... �, �,� " ;� � ... ". , _ftmll� * x - ", I 1__ ...I—- , I , : � , , �.I.- " __.,.- �, " '..". ,. / V-1 ...... ......,. ATI YIN TAI z0 ,� I'— _ - ....... 1-11 - I - I I.. 1. �.. � . .� - . , '___,�`.._`-_.,!�', - . , : '] L ._ . 1. , LTJ I .111.. 1.111 1_1,:' I T 1. -1 11 pall I 1EMITTERS Cf) g� .. _ _I- 8 lk d _. __1111 _. II I 'll v 1.111 _.._. .:: :: //,,�'' W 1111_1111 ........ .. ... . ... . / / ou - � - � - HUNTER Ew T ! ON CENTER _1111 ,, ®Iz � "I".. - ... I.....1.11" .1 I - 11 ,�� .. : ...,11 . "Ill .� //[ :E 0 Uj � � .1 -1 I _ 11 - � : . _1 / 'N I FI G T L G L I ._ C5 I *0 HUNTER TREE WEIBUR F! I GTI G LATERAL 11 _ _ _ LINES ............ ........ _ i I < cl� !V , I -.. ...I 1. .1.111, 11 I... 11 - I -1 - 11 . I- — � - � 1.1. � .1 __.........�.................".11.,__......�....... .............___',_____....... __��,, �,�, �.//. I - -I- 11 I "I'll, 11 � � - � � .11- -11 1 . 1. _111 I.. 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F�''1111.. .4- ABLE:A T _.. . _1111 POC°,A°, 1;e _1111... ;. 1111.. _1111 : _111.1 _.,.. - 11-- . I STI it � .......... SERVICE LINE 1.5' aff TABLE WATER I T� T ITI I LI AT . .. PO :�1. -�I . 0 _ 111- ��. 'L, C 111._...�.........� __1. .. .... IRW IRM. 2B1 ...... ITI ! IATImETE 1111 ., ... WYE/E� I L....._ � 0 L, "�I... .- L . -,, 1:�,.� � � BACKFLOW ENCLOSURE MODEL RA NCH � _ 11.14 .1. _R -1 ALIF : ____ _ €� L ,:;' RN/A --.1-11.1".- . ; � BACKFLOW 2°' .........I....I....I.... L.. - � ......... . � _LL' 11, p ; ..L., __- ........... .........� : _. . ....L ....L�L.......- '.�,_ I", .... ROAD .11-, L, I 1. I I'll, , ...- . MASTER VALVE 1°' ... '::�, L I I...... . _1-1..... I � I..".... I., �__, . - : F 1 I ...L.. . ' , % ; FLOW SENSOR 1,° .. /\� - STATIC WATER PRESSURE 112 PSI . : I DESIGN WATER PRESSURE 67 PSI .., BOOST REQUIRED 0 PSI . ; MAX DEMAND 28 GPM SET POC REGULATOR AT PSI OR N/A I INTI I ESTIMATED AREA SERVED 53250 SQ. FT. ESTIMATED WATER USE 1.25 ACRE FEET PER YEAR I MAXIMUM ALLOWABLE WATER USE 2.79 ACRE FEET PER YEAR _J__ WATER SOURCE RANCHO CALIFORNIA WATER DISTRICT` E L.I1 ..................................................._.._. . ...�...._ 1-1.111-1-11113 951-296-6900 WATER SOURCE INFO OBTAINED RANCON GREGG LINHOFF I I® I 8/11/2015 1 306 1 CONTRACTOR SHALL VERIFY LOCATION AND WATER PRESSURE BY DIRECT < � MEASURMENT IN THE FIELD, IF EXISTING PRESSURE IS NOT STATED ON PLANS (n CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTIVE BEFORE PURCHASE OF EQUIPMENT AND BEGINNING OF INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS WHEN E�CIST!'NG STATIC PRESSURE 1S BELOW THAT STATED ABOVE SHALL B THE SOLE RESPONSIBILITY OF THE m 0 CONTRACTOR. � I LLJ I TABLE: B 6_ j CONTROLLERSSEM LY, CONTACT DARYLRGREEN (4I)584-73111 MODENTF�OLLER ICA6-HU5- 9/SP/AFS-150/SOLSE/MP16/261CDX/11CD-S I� FINAL LOCATION OF CONTROLLER, ELECTRICAL SERVICE AND IRRIGATION < APPURTENANCES SHALL BE OUTSIDE ANY PUBLIC R.O.W. OR EASEMENT AND F- m E® CONFIRMED WITH OWNERS REPRESENITIVE PRIOR TO COMENCING WORK. t Uj 0- 0 lei b� 5 c SEAL®LANDSCAPE ARCHITECTBENCHMARK: PP IP 150021 SHEET m UJI cry NOTE: _ PREPARED BY: WORK CONTAINED THIN THESE PLANS - CACI li w SHALL NOT COMMENCE UNTIL ANI- GMP LO ���ra 8 f . E PA VIL_ C C EST VIE SIAL FORKING ENCROACHMENT PER IT AND(OR A 401® OR E TC VALLEY V a SUITE X00 1 1 1 � I C PER IT NAS EEN SUE , SAN ®!EGO a CA 121 Uj 0 rLn BEFORE .w�� DA`CS R£FOREm -0-OFM SHTS D_ YOU DIG __ E � ®_ 7� � N CAPE cel YOU DIG The private landscape architect signing these fans is res onside for assuring ��.. ISN P O ! I I L F P Pe 9 P P s,zz�r3 z 11 I Of C� TOLL FREE 1®800®227®2600 the accuracy and acceptability of the desgn hereon. In the event of discrepancies � FOR; a e COUNTY A(� arising after count approval or during construction, the private landscape architect Y RA . dA SCALE: I°ILE O. so A PUBLIC SERVICE R 4 Pp 5Z2 I shall be res s le for detennun� an acceptable solution and re the ans for RLA 0 s STEL! -PPS LLC z I uRaERCRO RICE ALERT P P EER a ESP ATE4 _ �; e a royal b the count. : , : CL IL IL SM FUTURE V1 ENZA F IRRI67ATION MATERIAL LE6ENI�) : T. a I TI : To BE MPARED BY OMF LLJ F—< 'TER OWIMIT OP AORK F_ . .. ..... ,. : T - HUNTER I , � V HUNTER FLOr+-9Y%*M PVC FLOA SENSOR lij z OLONIAL VALVE 801 SERE5 ME 00 BALL VALVE ca I -I I .� TI .. ............ Ljj ........... .._... .. C F.05H CAP ; HUNTER/17`5YIN STAINLE55 . _ W ET 5ENS50IR F- J .. A I T G_ .......... "......... HUNTER ECO MAT MF TWINS VY .6 601 EMITTERS 12"ON 60M G T I I N. I I ."..... ......... TI GW.AM LINES AM MP TUBIN66 LATERAL ' — — — — — - - — — — — — G I T G { .......... .................. ......... in z ............. 5/4 ..............................................................V) . ..... .. .. ... ........... ..... . ............... t0 z .: sCONTROLLERI T TI r .:. . _. ............... cSE ALLNO LON HEAD PRAINAC " ......... w CL Of Uj I TO 001wKY NTH THE CRITERIAF ORPIMNCE NO. Mq.5 AV TO APPLY THE ORMIA ICI T U5EP OF NATER IN THE IRR16ATION M16N PLAN. zu :...:.: W ..". ..... ..._. I TO 5ACKFILLIN6, I , FOR IRRI&ATION 1145T&LATION .: _ ,T A PRELIMINARYI INSPECTION IRR16ATION SYSTEM. ; YAGTII T INSTALLATION, I I ATI IT FINPIN&S 5TATEVIN T ,:::,..-� as � :.._�: .-.: :;:.: .,:.:: ...�c-: _. ::�.:>� .�. ;. i !d'! - + :' as : ,: •; : II ;A- I 0 IW oa I as A®I as II C,J Ld ui w Ld w z MATCHLINE 921! SHEET L2-215< z CD LLJ m 20 10 0 20 40 6 F_ 0 <z Of � e l"® �/SBI 00 D SEAL—LANDSCAPE ARCHITECT DEET o0 PREPARED Y® PP055 IP 1 _ 1 ORS CONTAINED ITIN THESE PLANS SMALL NOT COMMENCE UNTIL AN � � � N ' COU P RIVERSIDE Ld ENCROACHMENT PERMIT ADO A ___ — --� - EUR PA VILLAGE ® ,E T E _ 0 < — DIAL TWO WORKING —�—_ T 4010 SO ENT VALLEY D° ® SUITE ®O L VI Ln EFORE �<.o ®AY ETRE Uj S. 0 co GRADING PER... IT HAS SED, � SAN D I EGO a OA 92121 � � ' ' 1 Ic� YOU ®I PFI _ 9?� N SHAPE P 0— C� YOU ®IG lf�e private landscape architect signing these plans is responsible far assuring ) QF T®LL FREE t— 0-227'2600 the accuracy and incept l y of the n hereon. In the event of discr cies _ 5,/2 ®3 IRRIGATION PLAN 0- 71 A PUBLIC SERVICE Y arising after county approval or daring construction, the private landscape architect _ By DATE DAZE Z2 � FOR: °O. COUNTY O DER R UND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for — S SCALE: E URCPA, LLC FILE . r royal 6 the count• Dow courm �A N s ESP /20 SATE, e CL NO LOA HEAD DRAINME ALLONEV]0- I ASieE TO 00 WftY NTH THE ORrMRIA OF ORVINANCOEa 8M.5 ANP TO APPLY T�E ORITERAF THE IEFMCIENT USED OF MTER IN THE IRRIOATION DE51ONPLAN. t I 9 TI : m I T F! I _P I I I ATI I T TII _ , T A PF&IMINARY FIELD1145PECTION OF TME IRRIOATION 5YSTEM. AFTER PROXCT I T I IT ` A CERTIFIED � TIL _ Uj IRRIGATION IT FI I T I A T, _. - - : �9� I, , I , yg i AN:L LLJ z z 0 o Uj F_ ... .......z V)Uj %M . . .........F_ /Ate , Iz z 0 c_) a , l _.,. _,_.. :. .... ::. ;' . , . B TAIL ........ ............... � ._ EASEET / R.O.W. / TRAIL • m.,➢ EAE EST :: ;_< •, f , , ® 62 P z z F_Lj LJ Uj UA Cr 21 0-0 / • I / ; / IUj / 1 .. : V) / ,r TRAIL 0 z> z , y, , l I i as EASEMENT L) >LLI Uj z 0 A< <CL af ct i / as - , i / I / , .....,... : / / i : i I . t U) k23. ......... If 2 z 0 Uj A-21> y fi I II 4 ; I I / y , 0g'q AI f , . — � . as � _ :„ 114 .: : : _ _ ..:., . . ; _ :; � MAN ANP ON SHEET Ll L4 Uj z ..... ............z .. .........< 2P V)0 Uj 0 < Uj< C) 0 z LIMIT< L.L I0 < Uj M ..... ...... kA M z . .....:D 3:D 0 /*z 0 z 77�0— SEE IRRIOATION LECHNO>< CN Z ON SHMT L2—2 1 4 0 ...........Uj 0- Z < < WE SHET LS-002 FOR KEYMAID __j <Uj Uj Uj Li z 0 0 z< z : , / 0 < :: ® ... 0- 0 NOTE: PP 0 IP1>5 1 6- 0 0- SL�LA APS i TELT HT PJ' e QRS CONTAINED ITHI THESE PLANS PREPARED BY: f E Li D SHALL NOT COMMENCE UNTIL AN _ � sa��� GMP LANDSCAPE f/ COUNTY OF RIVERSIDE C� , A -� EST VIE ENCROACH E T PER IT DO A ° C� SIAL T4�9 WORKING � 4010 ORENTO LLE L ° � SUITE 200 � EURC�P VILLAGE LLJ AIN PERMIT HAS BEEN SSUEDa _— SAN I EGO A X2121 41210 VIA EU A BEFORE ease DAYS BEFORE _ Uj LJ YOU DIG PONE � �� SCAPE S C d t� 0 YOU 61G � o - � � HT F- The private landscape architect signing these plans is responsible for assuring JOHN P SON C� TELL FREE �—I�QG®����26G9 the accuracy and acceptability of the design hereon, In the t of discrepancies s�? %r3® IRRIGATION L � _ -�� m FOR: W.O. COUNTY CL < A FGI3LIG SERVICE Y arising after county approval or during construction, the private landscape architect BY DATA DAA S L ; I ESTEUR Ae LLC FILE NO. 40 UNDERGROUND SERVICE ALERT shall he responsible for determining an acceptable solution and revising the plans for a S ® �� 3503 � EXP 2/20 DATE: Ha V; a roval b the count, LEWO I 1° FII IN TURF AREA5 Z WE 97AW PLA5TICCTA VALVE BOX V41TH . LT POVIN Y� TIS f T I LT, T, FINo Gwa IN W AMA ° I 4° FIAVE, m BOX T T I� T T M ° I� O G EPSE. T Y NT LIP. ---MAX WTANOAM YALVE BOX V47H WLT VM COAR USE STAINLEW WLT,Wr, �, G Y b TI LST 9 F IFI TI T T TO T MW T. 12 0 T LP. qo sMMMELL -1 I I=1 I I21, MIS FIN15HED &RAPE CMM VALVE, 111=1 1=1 — SEE LEM FM M LAJ 14 IIN 11. V,�T. 1 P IF —III —III -=1 lel I I: MM NME NU AWA — — -- T.O.E. I I II I I� '�I �_ 15 a 2 :II1=1I1— III I — NIPPLE, I .® — _ =1 I=l I =11 I: —I L I=1 I 12, T mTQ T � � 2f Vie LOOP M OF OT II ° 5T (IF I ) ® LI' 1I— PVC } 1 —1 I 1=i I 101-®III: _ 1 14. T G SCH 00 PO4ALE AVAPTEK n m 0 0MAINLINE TO MA5TEIRK 20 FVG MILINE TO FLM SEWXK FIR!FM M& VALVEr .Q. 0- PIPE PER o m ® � O BRICK I® .. LANPWAPE FABRIC Uj 1Q 12 T I PLE i ( ). FANO MAINLINEFROM P.O.C. 5W 2 aW FT. NOTE- PVC NWHE PIPE 21 T T T G N INSTALL L A Mt I T APART I T 5. T10M TO NAVE 7010 TAFE OR PASTE 45 PEORZE ELLS TO ACHIEVEMAINLINE PEPTH FROM SUPPLY0 T Y SR OF TR 14067M VALVE WdWY, G T . LT LY, TO FAVE TutA TAFE OR PASTE CE I® T CTI- T TA . 3 0- _ „ .z A : N.T.5, L : °�. N.T.S. _ F- FIWA ORWE IN W AWA FWA WOR IN Uj UJ CA RECTAULM VALVE BOX M WLT WM WVER USE STARMECTASIAM VALVE BOX IM WLT . , OM WE FINISM @FAX IN W AWA T,INT,AV MOM BOX TO BE MAW AT RWff MWE TO WOKAFE T T® TO AT RW � T I QANKE TO V T V”OM UBE X CL T Q T T INT AV MWM HEAT MW OWIP 0 Uj 000 up. 14 U_ F60 SWK Off LOW FOR SW%A= G 54L VMMATION G PwLw V - IN MW AWA MEN= , E 50 I INI I II I I- I I I I Im1`104 PAZ IN NO AFZAS —111 III=I I I�_I � 1 I =111—_ ®—® �I CL 240 —III=III I I LSI i I: LIJ111=I I I� TO I I i=1 11= III=1 11= —11l !11FE, _'aII I 1VALVEWA WAM L) UJ UJ MILK WIN AS MR I- 5 ? p 2� 2w F V IF IN MAE mSoMm IN Lwwo ()1104%SMVM F g ) ® gr LW.,O VA 40 TRIPLE OW JOINT Y VO ® ®W T I"ILMIRIGAL OMIMIT 514" 2 CM FEET 3/4M2 a=FT. -14mm'sems TQ 14� w STNZ,0F F : G LNVXW FABM TO BE IWITAUM TO NAM FOR MWM OFMATO OF DAU VALVE WIXE.WTAU AT -- wiaft FT, V0 MOIN 10x PIPE Q °WSTEM OF 50W N9 HTRW N MPE Q .WMTWM Of 0=. ANSE TO WRIPS&NE EM. W0*=AW5s RWE NO 716401 OPITT `I 1 UK 45 MM US TO INSTAL VALVE WX EKMM AS FWW TO KhRVE MWM VALVE 116TALLATIONAT KAINIA NOTE. 9". ALL INMWW COMTM TO MVE TMA TAPE OR F TRE OR PASTE WAM VALVE KEY MST 9M f MY INTO LIS VACK % N.T.5. 0 F004 VAX IN W WAS Lai WTANFAA VALVE BOX . T P"COV%WE STAMM WLT, TO R RNM AT Wff ANSILE TO WMAFE EPOE HEAT MW Lo _T V' "MMM STATIONQ LIP. V 00 FM ff4a IN SM MCAS LATM&UNE ) vWNW IM,KAdLIMx 06'Vad I I I 4®14K I11=TI IIID — 240 HE w Uj VALVE 0 TAO FAMM COMM G VALVE LINE 00 2 - VALVE, 5 T 1 V 6 G )., () . Omm CK 0 wrAwjVm%mwTRrUm*m WAR LLJ Y l VALVE IN A RM VALVE y4 ,2 aW FEET — W SEE L=V FOR WA FAM RM WM AM BLOM MY LIE MO Ma V&VE5 AT LATaM E TO tAVE TMA TME OR PASIE I� F5 >_ 01.11 NOTEw ALL TW=0WTM TO MVE TULON TAPE OR PASTE TO IAVE TMA TAFE OR FAME. IF IS AT VALVE MM,TEE INTO VALVE V TO BE M5TAUM Z LLJ a N IN5TALLAT�qN' :�ONTIIOL RC4\1 AT TOF OF 5LORE L CCD-7 -! N.T.S. .T.Sr : N.T.5. Ld LLJ Uj z 0 0 < z z m LDt Of rex I SEAL—LANDSCAPE ARCHITECT PREPARED BY: BENCHMARK: 6055 f 150021 INET NO. CONTAINED WITHIN THESE PLANS196 Ape SHALL NOT COMMENCE UNTIL AN TYRIVERSIDE GMP LANDSCAPE ARCHITECTURE L2 1 ENCROACHMENT PER IT AND OR A EU PA VILLAGE 4010 SORRENTO VALLEY SUITE 200 C EST VIEaIAE o CORNING . , LLJ GRADING PERMIT HAS BEEN SSUED,EOE DAYS BEFORE 41210 VISSADIEGO, CA 92121 EUROPA PHONE 855-558-8977 ®SHAPE PLANS CO-) 0 YOU OIG YOU OIG P= I The private landxWe architect signing these plans is responsible for assuring ' °�� P SON IRRIGATION DE ILS -2LOFU SHT 0 TOES ERE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies I� REIC SERVICE BY arising after county approval or d g construction, the private landscape architect 22 Fa m0. UNT UNDERGROUND SERVICE ALERT sh l be respons for determining an acceptable solution and re the plans far RLA 3503 SCALE; I STEURORA, LLC F1 LE N . anal b the Gaunt. ESP 220 DATE, Ho Vm NW%S+M 15 AT VALVE 2",TM WO VALVE VITO SCAW N"LA U30TH AS MOM. OL - MWATO KNILM IT 0- b TOP OF SLOPE LEC7ENP: 0— WK ..moo , V 2 °e 2. 16 4 5 2 k I ID T ..MN Oro mm 0 T F ge:e..n a r r T TtikD mm ow Y&VE .R . IIS. ` TOP dq 1� < PVC,WN 40 c4mNs y CIV - -- WU TYPE I ,I I N MAKE< PVC SON 40 ELL o _TV II II ffiFR ~ 12®TYR T ) MM 1 ®SPARAwN mmm ALL VAILVE WA5 PVC,SCH 40 TEE OR ELL LSI 1 0 OF 4) 14 14® PVC,HAKA ® V V T T Y ° '& I 1 16 13 M F_ MARIM I T IN T 6 Y MOM 0mTm TO PAVE TMA TAPE OR PAME. LAMMTO SPRW4M02M=Kff9 PVC,WH 80 00 FOR WWI* Y z NOM- 0 Pm AQ TNW.MW I5MWWG TO MVE 7MA TRE OR M 50H 40 K49 APAPS bJ PVC,LAMM PHUj a- >_ Q *7 TO �01m�5L�010�E I F�OL I �Dli _I00 CONTROL ZOW KIT ALE N.T.S. FINISHM ISRAM Ild caffRamm ® —RAIN A VNVOIL RWTANT 0 2 STA — m 1 L `TIG I ;L.T POM < CC am 00A 3Rm e USE STAT SOLT , N e AM AASHM. T BRAW "PO" ONTO LIP. cr 0- 0 Ld _ U 24" ), 0 z Tmqw 5w FOR=W 10015 wV: T 'I 111, 111-1 11= IN OHM AdREAS FINN 0AM FRF-OW 4~PAD —ViATER PR4*F V41RE Ram Floe g FILL a 1= <I.T° TNW R=V T i 1= �s °° I I " NOT .T�u. I I USED `fie B.:A _._ .. ° C'"iVelm SIM IL �� � IMA T 0 0 0 0 IT 51 G 0 (4) BRICK gmyrZ PER NEC wo 0 1y4'FVC1 T FOR FLM SMMW MM G MZCTRICoAL (IF IN5TALLEP I IT) Nomz FAMPE WLTMW RLL BOX FOR LOA VOLTAa=M NX 9UM AT BASE OF CMROLLER I FABRIC, /4" A 1fro FT. CM U 1�LL B� �GLmT. . z 0 SEE MA ®� Yo9 8 I LEGIIEND I 2 5 4 CDL 4 to pro a OP Of KLOt 0"Kit RM* 2, Pte® e ya a gp�g WO 5TME PM LMV �"'� ' 9g. ..e�,�0t m+.. u, ! e amass+" 0 �.�° a T P S. ® t o�q ,q . ,� o I, s. e ` s � \`e w, or 3. TIE-0"STAKI PER LEM. chLLJ r . e �,< tae v m--8 6 \d r e 8$� A®off e• .8 '•®a\ . R 4. TOP OF MLCN °j68 d 40 0 5m -I 11=1 I I I=1 I I®I 1=1 11=111=� ° L a I I MI FE =III=1 i hII1=III=I� —111=III=1 11=III= a� ����e . I II I=III=1!1= I 1° T _! I h! 11 I 1=1Il=III=!11=1II=1 , �. =1 11=1 I =1 11=1II=111-INNW T I I l=I I-- =1 f 1=1 111 11=1 11-1!ISI s III—I I—I I — I I ISI 11=0 I I 1=1 11=III- 2 2. FNWA 0WIMTO NM RM T =1 I I1 I I I 11=1II-1II, I 11=1 11-1 11=1 f� =III—IIIA III®I� I I ISI I I— . . T I I ISI E i 1-11I 1-1 I LSI I ISI I i-6 11�I 11--1 I I �e I I ISI I h� 1=1 11=1 I I I I ° En 0 . - TAY =III III® 1=1 I �=III 11 IE 1 I 1=1 I I—=III.— T T 7EE OR 11L, °°� o a a Ye W now STAM No as OffIII. 161 =III=1 I I=161= 1 I 1=1 11=1 I I I 11— ' t I I=1 1=1 I !=1 11= 1 I I=1 I II 0—/ VA9M T 6 a T T T T Imm I Cb). emnu WMTLY IWO VISTam e T Ira"mm mmim MVE T ,,P L T - v(69. MMYLY T OM, CaMTM T� = WALL Y AT T TO CAM SWACE DY A MM 0— MMMM OF I'AtV A KkXIKH OF 2® . ITI I T �167C�011�ECTI�01 �� 11T�01E�EIIE�R %ALE: R.LLJ IL T.S, LLJ L z 00C LJ 9® L NOTE: — EA �LA � AEA I T BENCHMARK: SHEET NO. ----- PREPARE a PP IP 1 3 , I� < WORK CONTAINED WITHIN THESE PLANS Ad 16 of AAtVvVVVVVVVVVvVVV~ SHALL NOT COMMENCE UNTIL AN �� GMP LAMDSCAPE ARCHITECTURE k., ,f COUNTY E VE I E DIAL ENCROACHMENT PERMIT ANS ORA PA VILLAGE — C EST VIE Ld TWO WORKING GRADING PERMIT HAS BEEN SSUED° 4010 SORRENTO VALLEY BLVD. , 200 BEFORE .°\ DAYS BEFORE SAN DI EGO, CA 92121 41210 VIA EUROPA YOU DIG YOU DIG � PHONE 858-558-8977 m LANDSCAPES F— The private landscape architect signing these plans is responsible for assuring ®°� �� JOHN P SON OF SITS TOLL FREE 1® - 27m6ti0 the accuracy and acct qty of the des'gn hereon. In the event of discrepancies s 2�� 7 I I TI TAIL _ A PUBLIC SERVICE 13Y arising after county approval or during construction, the private landscape architect p _ _. _NK DAE 2 FOR: W.O. COUNTY UNDERGROUND SERVICE ALERT shall be responsible for determining an acceptable solution and revising the plans for S ° SCALE: I STEU up PAB LLC FILE NO. approval b the count, RL N 5 a EXP 220 SATE. H° V° M W AMA GRATED GN TOP OF MLON F— 11W"6MVE CL SVMWAWA WITTER BOX Cl- LA CL Rau VALVE 2� 1T Fm Lmm E Uj 030 VM Me FAMM WM V CMK VALVE( z LLJ F� LLJ P LoNOT Uj of FAMM 57ATA < USED -x MKINETONS LATIMAL FIFEUj NLd AM MJEF V AT RMT RAWS)OF ME FyG WN 40 TEE OR EL HURE AR REIM VALVES MAY BE MaW, TO PAVE 70im TAPE OR Nix —j I 1 aft FOOT HK LLJ TREE ROOT ZONE 1 I N15. PMTMZ rmm TAFE Uj UJ - ®m— MIMMLI"a"TOM IT12® HUNMR FLIP-CAP � . �_� �_ ME ORMX 4 .. FAVI LIJ 1=�I I ISI I I _ ® ®I-II-I=III_-1I1=III V�III®III®111III 111 . IIIII=— II TY —II /4" FEMALE AOAPTOR _ s.® g N- I I=III-.-.=1 I I I!I ... e , -1 111 I 1=1 I I. LATEM Iml )®SM =1 11=1 11= I=--III®I =0 Fm VMS 1 -1 11®I 11 ILII f I�� ► ► : : SM LME10 g ._� LATS LI ... - _ 5 LJJ UJ =1 I ISI I1- 1=III-1 --III=-1111 :� :: .. 1=1II—=1 COM WE SIM,SM — — _ _ 0 F_ —� —_ _ _ T T III-111�11 . =1 I I-III® LEM FOR MS ® �1=I I =1 _ - --- _ �III�III—.. - —1II�I _---_-.___ _ I=1 I I=1 I ISI 1=I I —I 1= 11=III—III- I 11=1 I I1 I I . . 1 1 (IT ) —III—III—I I I III—III—III—I I I------I I I—I 1 11= ® EI I I=1 I II 11=1 I I�I I I®III=1 I ISI 11=1 I I r 1 0 Room A 0 MV T r TAPE%kL BE 0 1!2®T 2-UT IN SIZE I ° 12@ 60 A 0GP 5T 1 r 5®IN so 240 XTO 12'90 12% 24® w R MM04 C49 Y RIGS WPPORT5 ( 4® . 12'MNMUM PAST /4°° ORAVEL WW (1C4510 2®TO 12®92 lag W 240 0 FOOT) T &2R&1ZJ2hLffff&LfflLWLfi2M THREADW OONNEOTION5TO HAVE TEFLONTAPE OR PASTE.. MFE INSTALLATION, �IN5T�ALL�ATI0N, � : 7�5, : N,T.5, N.T,S. E VALVE 5 fT° V VOLVE LSI IN VALVE AUM 5 ° t T VALVACF) COY-6 PATEMM WmTm Ln x WORMINS RM 50 Off 4 TO W. T T. q ) 90Y RA70WWT } -�' 1«1 LLJ Comm "AmrW COM710K(1OF 2 V) LIJ W WAS CLW OR 094W 0 OF 2) F_ < UJ 14001M VALVE,OP.W07M 0 89(>000 V (2 0 0 !r_ ff9j WALL MR AM 0 0 00 0 AMM 1 FM 12 MC49M MICKT O Uj OR MY m ONE Olt WSTA ° TW40E WaLE T < w5m I'm Lem h�- 1 q. 1 V50M SOU WE TdE FaLM AMM AV L) THE MAW AMM AIV ONM ma Wmqsmm C" I AMM�� 1 _j ORMINS ROD< Fn1 VALVE 2 m AMM 2 ° (2 T ° APPM 5 5TA TAUED T AT END OF Pff RM T PA 1 MR 12=09M OR EYM 1 V) 0 . 4 zA99105 MUM 5®ORMSE (START� 1 C F- PATH(14 T 15 5 a m RAU !,R1',,.AT10N - I I I I 11 cr_ : N,T. , (j LLJ 0- -- W t !� _ z I 00 D f Qf Lai (no - I AL-LANDSCAPE A HI CT PREPARED PPS SHEET NO. 0' OR CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN11L Nor T $S COC! IV °l V) GMF LANDSCAPE ENCROACHMENT PERMIT AND ORA EUR P VIL C EST VIE LnDIAL ° OR�II�c GRADING PERMIT HAS SEE SS EDo 401 O SORRENTO VALLEY V . a SUITE 200 BEFORE �t�� DAYS �OR� SAN D I EGO H CA 92121 41210 VIALjJ UJc 0 YOU ®I � U 01G � � PHONE 858-558-8977 LANDSCAPE PLANS P The private landscape architect signing these dans is reTons le for assuring - JON P SO E FST C1_ I TOLL FREE 1-600-227-2600 the accuracy and acceptability of the design hereon. In the event of discr cies _ � 3 I I T I T I L C A PUBLIC SERVICE 0T arising viler county approval or during construction, the private landscape architect AT E 22 F e W.O. COUNTY UNDERGROUND SERVICE ALERT shall be responthb for det fining an acceptable solution and revising the plans for � T e SCALE: IN> STEU A, LLC FILE NO. a royal b the count. RIMLA N ° 0 a ESP 2 20 : va RED, TEE PLAN VIEHL IEN qO" PLAN VIML I I YQLTw Me,5 MAXIM fit, ° X11 I1° OM 09 OF OWTOR — � ' PYC,MRmm m FV6 MR < M,FIFE Uj FVC TEE N1� 11® @g Qq ELL m O F9 ° mwT0Tm8Tm=*,mwrMm MW TO MST e MW F 620q APPIRM TAPE. ° T .NNW COG . Li 2=LA MNW COMM TwT M=moo FAGE TO N5T T R=RMNS FKZ TO RMT It T MTMW SWIM CVT SM 57F AV 710T A T IL, ® 5ECTION VIMIVIEN Uj RED. TEE 5ECION VIEMI IVIEVI ®$ I _ a ° 511 It F_ . MTZT®TEST, I g GA „ , _j Uj I T I R,T. . : N15.' .T.Q. I Uj LSI V WMALM VALVE BOX ) 417 ramVALVE VALVE wx ) 0 UJ 1 Fn PH Rm A ATtON 6AM PIU WX Of C V STA VALVE A w wiTat camVALVE h < 4 sPH RA A FS CL 2 FA RM A By BALL VALVE A FEMImt IKSTOR 0 A z 0 6 V xll�' — A ms w57m SEM 12" "12' ATIA X < 0hM VALVE FA m A XV VALVE FA m A FV VALVE FA Rm : L FWT.VALVE wx Vm L0VrVw C04M A SLY IME KNMI, VALVE W=WAL R LMW BY HOT WN MAIRM OR MAN WftT&M MMMM P 2. 2'LAMM FEIR 9MMATIM FA Rm A 00 2 cam Ma mu DE 1 `T Aqwww OF VALIVE am 1, CONTAmlawlifflooff 95MION FA Fm 5. V . V I A V 4 LOCAM OF VALVE AMUM M1 N STNOT FM TO ISTMAWK 5 R9W VALVE BOX . A ARY AWYKM MV 5 CaM YALVE 8M 00 VALVE MEW TO FMWAIE XM MV MWMPXE 6. 0 VOLVE 6M AT UK MATIMTM5 AT r IN RM FA Fm A OF FILTIR 1, V V&VE Box colm mu IE RAV 1N COLOR ON myawSY VALVE WX BY VMM FA Fm A MY Fm5m me.ME q ON OWYMP MM ALL ME WO AIV=K WIM V 0MACT IMIGATION C4WTMTL157ED E 110X I I _ I I z LSI LO 00I C Ujs4Y- F_LLJI E�3 z 00 Cf C) Z N _ _j Ld CLJCL Z I < UJ _j Li CL W z 00 z F_ L=I NTE: SEAL—LANDSCAPE ARCHITECT s WORK CONTAINED THIN THESE PLANS _ - PREPARE® BY: ENG 055 l 15002 4J0 SHEET NO. or_ SHALL NOT COMMENCE iJ TSL AN `: 1 RISE 1 IIT .:: ENCROACHMENT PERMIT AND(OR ADIAL ITEADING PERMIT HAS BEEN EUR PA VILLAGET VIE OWORKINGUj . H Ln BEFORE MM DAYS BEFORE � OA 92121 41210 9 YOU DIG You IVIG �_ SAN DIEGOE g NE858-558-8977 SAFE NS `0 F— The private landscape architect signing these plans is responsit�fe for assuring — ° s J SON TOLL FREE 1®000®227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies _ s1 t3 IRRIGATION TAILS �F SH � arising after count approval or during construction, the private landscape architect ftf '' A PUBLIC SERVICE BY 9 , y PP . . 9 .P ,, Pe �` DATE5 22 FRe .gym CITY -5 UNDERGROUND SERVICE ALERT dal! be responsshEe for de$errr��n�ng an acceptable sutra and rung the plans for SCALE. I TEUROPA LLC FILE N4 LA 3503, EXP 20 SATE. a royal b the count... � ° 1 ' I1 I N CL 1 Z2 Z3 Z2 zi BOTANICAL NAIVE COMMONNAME HEIGHT WIDTH r I. • THE PLANTINOL 15 VIAORAMMATIC. ALL PLANT LOCIATION5 ARE APPROXIMATE, PLANT 5YM5OL5 ICALAMACROSTIS A UTIFLORA FEATHER REED GRASS 30" 36" f CAREX scAAn LEATHER LEAF EIDE 36„ 30 T L TITI I I 1310- � VALE HD ONE : CARE: FLA CA BLUE SEDGE 24`" 24"Iry5. GUANTITIE5TI XICONVENIENCE OF THE ' 1 SONE 1 CAREX FLAELL@FERA NEW ZEALAND3 " 30" CONTRACTORYa NEARE TETAEANEW ZEALAND SEE 2476 361 FC. CONTRACTORL NOTIFY THE LAND5CAPE ARCHITEaT OF THE D15CREPANCIE5T U TI Ld Z3 ONEESCH MPSIA .ESE I TOSA TUFTED HAIR GRASS 18 24 I DES�.HAMPSIA FLEXUOSA CRINKLED HAIR CRASS 24°" 12" AND 5YMSOLS • ELYMUS MAGELLANICUS MAGELLAN WHEATGRASS 181` 1$1` LANP5aAPE CONTRACTOR I CONTACT I I . ® eI FESTUCy=A II AH ENSIS FESCUE 14" 101, MANUFACTURERSI ! TI MINIMUM (1 0) PAY5 PRIORTO COMMENCEMENT OF ANY PLANTINS C IMPERATA SLI DRtCA RUBRA JAPANESE BLOOD CRASS 16„ 12 Ldi I TI LL LL T L I e I LU I THE TISCCOMA MEN IESII OL E B S 12” 24"-36" C ® LEYMUS CONDEINSATTUS 'CANYON PRINCE' GIANT WILD RYE 43'° 36"a INC-7 P41TH Y40RK. AS AN ALTERNATIVE ALSO 5E REMOVED MANUALLY FROM THE • t „ { — MISCANTHUS SINENSIS (SEE NOTE E 3 BELOW) SILVER GRASS(VARIOUS) 36 IMAX L T LL U IT IL LY 1 I AUTHORIZED TI I I MUHLENBERGIA RIGENS DEER GRASS 36" 48" uj AC-ENCY TO THE LAND5CAPE ARCHITECT 5EFORE 5ECSINNINS • THE 501L TEST 5HALL 5FECIFY IC, I A Sg OROBOLUS AIROI ES ALKALI SA��'ATC�I� 36'° 36" ,,, TILI 4 I • PRIOR TO PLANTINO, IRRIOATION 5Y5TEM 5HALL 5E FULLY OPERATIONAL AND PLANTINC-PLL E Cts e L AREAS TBE PLANTED, I L LE55 THAN I LL 5E CRO55—RIPPED TO A r T !X ( °a) I T L.L ,1 T Y T U LY l� IN 1,000 50UARET (OUANTITM5 SUBJECT TO CHANGE PER. SOIL LY 1 -). U I Y I TIMI I \„ 0 \\-05 BOTANICAL NAME CIN NATE HEIGHT WIDTH5. 15OL55. 6RO-POV4ER 5-5-1 (OR APPROVED EOUAL) OR&ANIC FERTILIZER a LAYER NIC C. INCORPORATION T ALL L TI LL I IDEVALIHARDDAPE PER � T �� DIA. PERFORATED PIPEP I CAL1FRrI ERA " a 0 60 PLANS CONNECTED TO OUTLET DRAIN ARTEMISIA DO GLASIANA 1UGWORT 36" 36" 5ARK MULCH, I L L•DAYLIGHT INTO LANDSCAPE CARER ELATA°AUREA` BOLESOLDESEDGE 24" 18 < CURB AND GUTTER6. EACH PLANT SHALL RECEIVE " — " ( ) PLANT TA5LET5 Of PER PLANS PER APPROVED PLANS CARER I AN A IT E SEDGE bet SPREADING! k I CARER SPISSA SAKI DIEGO SEDGE 36"-46°" 36"-48" a U GRADE COMPACTED PER 3/4" CRUSHED REPORT � RUHED GRAVEL LASER ARE T[.�1k�11.�LICLA BERKELEY SEDGE 12°°-24°° 12°_24°° A. UTTI f sa T � (I) "� LLJCHONDROPETALUM TECTCRl.M CAFE RUSH 36" 36"Of 5 1 &AL, CONTAINER ( ) __j 2/3 WASHED HED SAND AND 1/3 INE T ` " " C, HEADED II�I�CIs PATENS CALIFORNIA GRAY r� II 24" 24"`I " - " DEEP STD H-004) ALIGNED I H 2 LEYMUS T RIT"IC IDES CREEPINGWIL RYE 24"-48" SPREADING • �• TAI � °� ) 7f ORAM (12-15) 1 ORAM APPROVED FILTER FABRICWALL / FENCE PERPLANS LUPINUS SUCCULENTUS ARROYO LUPINE 18"-36" 18, -36" • 15 6AL. CONTAINER ® C5 ) MILIUM EFFUSUM AJREUM BO LES GOLDEN CRASS 24` 24"SURUNDIN GRAVEL (WHERE APPLICABLE) E. 241, BOX TREE (14-16) MOLI A C:AERLILEA VARIEGATA MOOR GRASS 181' 13'" " 565OX TREENOTES: SCIRPUS CERT'NUS FIBER OPTICS PLANT 12`" 20" F. � (1 � ) 1. REFER T WALE PLANT PALETTE FOR ZONE APPROVED PLANTS SISYRII`�CHIUM CALIFORNIC UM GOLDEN EYED GRASS 24°, Io„ °T• L T SILL LL 1 ILB IT T I I I I Y 2. ALL TREES MUST E LOCATED AT LEAST 24"-36" FROM TIME HEADER LU ME PLANT IT LL T 1 T I T I YCONTAINER. 1 ALL BIO-SWALE GRADES AND DRAINAGE MUST BE APPROVED IN WRITING BY OF RIVERSIDE TRANSPORTATION DEPARTMENT PRIOR TO ANY IRRIGATION OR o LJ . PLANT MATERIAL LL NOT T U • I LL PLANTS N L SHALL HAVE 5EEN PLANTING NOTES- N I T .I MINIMUM U I MAXIMUM T Y . 1. ZONE 3 SHALL HAVE FIVE (5) SPECIES MAXIMUM FROM THE ZONE 3 LIST 1 • PLANT5 5HALL EXHIBIT HEALTHY SROV4TH AND 5E FREE OF DISEASEST • LLz LSI 3 DUET THE DENSITY PLANTING ? TER FLOW NE AND WILL I GT 2, ZONE 2 MAY USE THE SAME MIX WITH THREE (3)SPECIES FROM THE ZONE 2 LIST RODEO SINENSIS MISCANTHUS REQUIRE BARK MULCH, "` DEEP BARD ('GULCH WILL E REQUIRED FOR. OTHER ZONES. 1 3. ANY MIS CULTIVARS USED MUST DICT HAVE A MATURE HEIGHT OVER 3°. I I• T LL T TAIL. AND . CONCRETE HEADER INSTALLATION I REQUIRED WITH SPREADING ; CREEPING PLANT! � � I Y T LL ! T �1 T IT LV• IL ®I VARIETIES ONLY AND WILL BE REVIEWED LMD REPRESENTATIVE OREEN NURSERY T IN VETAIL5. c� I c � ,. . m { ;- � I U Y T TI ALL CONTAINER' TMAINTAIN I T L RIVERSIDE COUNTY TLMA- PLANNING AND TRANSPORTATION DEPARTMENTS BATE. 025 � RIVERSIDE COUNTY TLA. PLANNN TRANSPORTATION DEPARTMENTS DATE,02-0 -13 I • U I PLANT L U N IT Y TUJ UJ f Y L T IT1N I I PLANT sP� {=� � r � - IJIIr " 15. L T SHALL IN A MINIMUM OF 2% PRAI Y FROM ALL 5UILDIN65,N PLANTPALETTE a LL • 1 ! LL T T ELIMINATE U Ll `TICL w x D. 1/ _0 V STD. -0NALEREV: LL (I) I L _ T TOPU ILL e L Y IN L • B _ - F ,i G 3;0fir' cU:,, P r",'." P- F Fi 2' MIN, @ MIN, V4HERE 50D g 1 LAID XT T T I V T — _I 1 , L YI LL 1®If L THE OP I MIN. I` • T L L L 1 I L ITI I' U NU V MATERIAL, TRA5H, AND TOOL5. /; zi Z2 Z3 Z2 zi 15. LAND5CAPE CONTRACTORL MAINTAIN ALL PLANTINC55 FOR A PERIODI ( ) DAY5 AFTER -------------------- COMPLETION. ALL AREA5 SHALL 5E KEPT CLEAN, V4ATEREV, AND HEED FREE. I . AT COMPLETION OF ALL Y40RK OUTLINEDIN THESE PLAN5, THE LAND5CAPE CONTRACTOR 5HALL CONTACT OV4NER AND ARRAN&E FOP, A Y4ALK THROUGvH TO DETERMINE THAT ALL A5PECT5 OF Y4ORK ARE COMPLETED. MUST M FULLY COMPLETED ACCORVIN& TO ALL PLANS AND 5PECIFICATION5T BE COMPLETEDIN ..,,, < _rte : - /;; r•., r. r>-.:; .I I T 5E ACCEPTED 5Y THE ONNER I I'TI I IITN OF THE MAINTENANCE PERIOD. _7 - =. MAINTENANCE I LL INCLUDE T LL 1 DAILY I MATERIAL. r, r I �� ° = LY ! ALL • �r YIEEVINC7 AND REMOVAL OF ALL . ., r 'i ..r``.{ — /, -: :•- REPLACEMENT O ANY DYINC U {:r <i_- mat /;' .>�., �y�_t;, m CILLI L TI Y L I U T r ;/, / - IDEWAL PER APPROVED HYDROZONE1 _,r , I PLANS g T r e J TI 1NKLER HEAD 1 T I ° L�6 ; _ rr STANDARD ORNAMENTAL j:j ' -: 6. FILLINCR AND RECOMPACTION � AND GUTTER PER SHRUBS PER RIVERSIDE L L e LITTER, LI' I e I 15 APPROVED PLANS . r. CALIFORNIA FRIENDLY PLANT ;,..>{ ¢� !. I Y L TI I T T I PERIOD, r. is I U CSE COMPACTED PER r;, ITT" T_ ; :, r: U ( U ) L�1 1 • <,.>r., . � :1 ' � TEH PST e HYDROZON ES 2, 3 _ 5GUARE FEET TO PLANTINO WALL FENCE PER APPROVED SEE IpVALE PLANT PALETTE, J. T Y I I I � I T THE RATE PLANS (WHERE ¢� �@ ';�""S. `r -s• i:i:: : 'j /,.- �.r><'-.- r;-,- - TYPICALSPACINGL 1 U T T O TURF AREA5. - r> CONC. HEADER (PER 05 I• PRIOR TO END OF MAINTENANCEI , LANDSCAPE CONTRACTORL CONTACT Oy4NER ANO ` fIN. STD H-004) ALIGNED WITH 2 FINAL YiALK T • OY4NER MUST ACCEPT ALL MAINTAINED AREA5 IN V4RITINC-7I TO END- ----- - NOTES: OF MAINTENANCEPERIOD. LL U L T T T T SID �`VAL PER APPROVED 1. ALL DHANNEL OTTOIS SHALLE IRRIOATED WITHTH SEPA TE OON �ROL `AL` E Ute LFOR, A I VINE AT ' SPACING TYPICAL® UJI I PLANS FOR MOISTURE CONTROL. PERIOD OF 51XTY ( ) DAY5 AFTER THE COMPLETIONI . I FINAL ACCEPTANCE. ALL I CN " e ANG. HEADER. (PER , IRI�IATION FOR EACH ID OF IOS`� ALE BOTTOM OUTSIDE OF HYDOONE T T LTI I CURB .AND GUTTER PER e APPROVED PLANS D H-004) ALINED KITH SHOULD HE CONNECTED TOGETHER MO) Y COMPLETION I I FINAL T ALL LL I WALL 1 FENCE PER APPROVED . ALL 1310®S ALES SHALL E IRRIGATED WITH POINT-TO-POINT LO Q VOLUME U Y T T T LIV I T L I POSITION FOR A PERIOD OF Ln 0 PLANS THERE APPLICABLE) IRRIGATION AS INDICATED. NO OVER-HEAD CONVENTIONAL PIRRIGATION N (I) ` TI I I MAINTENANCE 1 I L T • _IILL ALLOWED UNLESS APPROVED IN WRITING . T CONTRACTOR, ITH1 I (1 ) INOTIFICATIONY THE ARCHITECT, ' 5. ALL IRRIGATION MUST CONFORM TO COUNT ' OF RIVERSIDE LOW-VOLUME L EMOVE AND REPLACE ALL OUARANTEED PLANT I L e I Y - IL TOT THE STANDARD ORNAMENTAL. SHRUBS PER RIVERSIDE UI _ T T REPLACEMENT LL I PLANT 1INDICATEDIRRIGATION DETALS CALIFORNIA FRIENDLY PLANT LIST II --- e - ALL. ImSVALE ®ES ANDD INANE MUST E APPROVED IN ° �IITING l I1 T 1 I L= L N ALL L T I L LL U Nco I I U HYDRO ONE I I T ! � / '" SEE BIO-SWALE ZONE PLANT PALETTE . L PREVENTION IT LL I L T ILL BE �F IRRIGATION OR PLANTING _ TYPICAL SPACING . DRAWINGS INDICATE ABOVE GRADE PIPING, ALTHOUGH BELOW GRADE PIPING I ITIS L NTI ( � I ) L I _ • T HYDRO ONE 3 ALSO ACCEPTABLE ALL IT UI T LO-1 _ LOCATIONS. DETAIL IfL SEE SIO-SCALE SONE PLANT PALETTE, �, ONRETE HEADER INSTALLATION I REQUIRED WITH SPREADING / CREEPING ALL MECHANICAL EGUIPMENT AND UTILITIE5 5HALL BE SCREENED 5Y PLANTINO. ALLOV41 LL N I emm2 e TYPICAL SPACING PLANT VARIETIES ONLY AND WILL BE REVIEWED BY LMD REPRESENTATIVE 5HRUBS PER UTILITY TO BE PLACEDU I L NT INSTALLATION A5 NEEDED TO PROVIDEUI IN r� T E TS DATE: 02m 1 1 : RIVE SIDE COUT� TLMA: PLANNING A 'D TRANSPORTATION DEP T EFT DATE,02-05-13 ` RIVERSIDE COUNT TLMA: PLANNING D TRANSPORTATION TATiODEPA C�f B10-SWALE GRADING & PLANTING B10-SWALE IRRIGATION ZONING Li L yW,,, z A �iEI� fl1P� { `;.°, , « . 5 PLAN . . }x �3 SECTION PPI�r�v1 I�BY. MI�I� }, � :. �> I .c3 ,•'.� l/. �, t Y '�'��t,) �' 3X.1{ f. !%I;' ,," .. Y . z STD. -00 N SCALE REV: ; r_ ''' h STD, m00 `1/4" 1 T-U§ \ .. dti � ,j"':=-- �Z -.^:C; ..,.,:`._ ..J. .� Swr'��-E .,'�-, P.'-..., _ .,. SSC-i j�itJ ',rorr .�r sora�' E� ` F- 0 - - - - - z of NOTE: SEAL-LANDSCAPE AI ARCHITECT TELTBENCHMARK: SHEET NO. _ . PREPARED YaPP, 0• !P 1 0 1 0 OR CONTAINED WITHIN THESE PLANS :D SHALL NOT COMMENCE UNTIL N fir ® '' l 0 o LTJ GMP LANDSCAPE9TECTURE ENCROACHMENT PERMIT N (OA EU PA VILLAGE ® T VIEDIAL TWO WORKINGui 4010 ONTO VALLEY BLVD. , SUITE 200RADING PERMIT HAS SUE Ln Lo BEFORE DAYS BEFORE SAN DIEGO, CA 92121 41210 VIA E CD YOU DIG YOU 01G PHONE 5 —5 —5977 N APE N p= " the private landscape architect signing these plans is r nAs Ie for ring JOHN P SO PLA TIN OF H T TOLL FREE 1®600-227-2600 the accuracy and acceptab�fdy of the d n hereon. In the event of dWepancies - sty ; Ism • arising after count approval or da° construction, the private landscape architect °� 2 O m O• CL w A PU'BUC SERVICE 0 9 p Pe DAA SCALE: COtJ TY CL UNDERGROUND SERVICE ALERT shall be responsibie for determining an accept tle solute and re4q the pians for S RLA N01. 3503, EXP 2 f 20 DATEo Hm Va IWESTEUROPA, LLC FILE NO, roval b the count. Bow , 0- CL LOT 5HAVING: EX15TIN6 LAND5CAPE NOTE. PARKINC V , 0- A MAJORITY OF THE 51TE 15 CURRENTLY q,55051. (5HAPM AREA) 25,50�1, (PARKI* AREA) \/IN1EYARP PLANTINGG, TO REMAIN OR BE J 42% OF PARKING AREA TO BE SHAPED J 4 NOTE. PA5HED LINE5 AROUND PARKIN& LOT REPLACED. ALL EX15TINC7 TREES ViILL BE V% 5ALVAC7ED AND KEPT AT AN ON-51TE NUR5ERY Uj TREE5 INDICATE 15 YEAR5 &ROHTH .......... iY J PURINGS C0145TRUCTION. EX15TINC7 OATHERINGS, —T— SPACE PLANTIN& HA5 ALAAY5 BEEN INTENDED < 0-t --0- TO 5E TEMPORARY 5Y THE OY4NER. �"J ................ ........... ............................................................ ....................... .......... j,........... ........... ............. ....... 6� ........... ........................ ....................... ...................... ............................... ...... PLANTI NO LZOMP ....................... ..................... ........... LLI .............. .............. ........................ ....................... . ...... ................ . ....................... z .......... 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MEPIVH E:= TURF TIFMY BEMA MEPIUM 5 91 W*AIWILLEA 5FECIES WU6AIWILLEA 15 ISAL. FA3-516 LOA L L 12 im PARTMNCXI9N5 -1RI0hFIDATA W5TONIVY 15 MMqUM MSTMA FLOR15MA JAPANESE V415TERIA 15 &AL. MEDIUM LL: T LL;' z VINEYARD LL;; LA:'-LL; 0 L' VINEYARD PLANTIN& BY OTHER5 LLJ NOTE. Z 5M AM MNZOVER AW.A5 0=* L*915 AM %.0PE5 OM 5:1 %kL BE TOP PRE5%V 141TH A MINIHJM OF 3 DEPTH 5WaM ..........- > 5W KLCM TO RETAIN 501L M015nft. U M ALL 5M AW.A6%IOLL FeEIVE A 5 LAYER OF 5W MILCH. CONTRXTOR%ALL PROVIDE SAMPLE FOR LW%AFE ARCHTW75 APPROVAL. L3 3 ; '-LL CONTWTOR%IALL 9AW WIL SNIPLS FROM AFT-A 10CATEP ON THE PLAN TO THE WIL AM PLAINT LABORATORY'FOR TE5TIN6. THE TMT5%KL BE RM FOR WMIEM,01g&ISTRY AM TEXTIME. M WMT 50&L PWVIPE W=MK4M A*10MM FOR; WACE 501L lit FWARATION FOR ORMCOVER AMP Kk%PI-AMW 110E AIV%W PIAT'INS OUIPELIMM'ANP MNNTOW42 FE"LIZATION. WfIRACTOR%IOLL FWVE A ON OF THE WPORT TO THE LWSCAPE ARCHITECT PRIOR TO TIE IWSTALLATION OF AW PLANT MATERIAL ANP 15 EXPECTED TO FOLLON ALL FECOMMEMATIONS 5TATEP IN THE REPORT. -MEP 5TRM MAT5(% 150 BY NORTH MjMAN OW(COO) 413-ft5 OR CITY APPROVED EOUAL) LU z 9iOLL BE INBTALLEP ON ALL 5LOPES 5.-1 OR OMATER. Mq POT LBOWMW Uj F- affy i6-AQ PPLANT MATMIA C\4 Uj 0 oz 65 0 12 ITALIAN TERRA 00TTA - 'RR12' (1) 1 GAL. 0 < L, LL 4q 18 50%: VENETIAN ARCHITECTURA. 5TONE 'I-C-SM' (1) 5 OAL. 0 'RB-5Mo 50%� VENETIM ARCHITECTURAL 5TONE LLj ........... g56 ITALIAN TERRA 00TTA - RR56' (5) 1 &AL. 4 (1) 15 OAL. co < ............ go14 22 ITALIAN TERRA COTTA - 5022' (2) 1 OAL. 4 (2) 5 &AL. Z ............... .............. 0 z 51 MALIAN TERRA COTTA (4) 1 &AL. 4 (1) 15 GAL� ............... E3 M ........... M= FM z 'ITALIAN TERRA COTTA' POTTERY AVAILABLE FROM CANYON 0 L I WA .................... POTTERY COMPANY, M. rim.cangonpotterg.com M .................. VENETIAN ARCHITECTURAL 5TONE, mr4mvenatimstore.rom < Z ............... .......... ...................... 0 ............ ...... ............V) ... .......... S ... ...... ..... ....... ......... ..................... Ld CL Z ............. ... . ....... < UJ < ... ........... + .............. LAJ < 0— ........... .......... ......... z SM &eET LB-002 FOR KEYMAP MATCHUNE SEE SHEET L2-512 z< z z :2 0 Ld 20 10 0 20 40 60 < cr- F- --j 0 < - =L U- F- 0 z a� 50ALE; 1"=20'-O�� (n 0 0 ................... < Uj V) NOTE: EAL-LANDSCAPE ARCHITECT BENCHMARK: SHEET NO. 0 > 0 z PREPARED BY: PP26055 IP150021 / A4S4303 -D < I HIN THESE PLANS 98CAft 0 AAjVVVVVVWVVWVWVVA VVWWWV\ E Ljj SHALL NOT COMMENCE UNTIL AN L2-31 1 V) F- HITECTURE ENCROACHMENT PERMIT AND(OR A 00 EUROPA VILLAGE CEST LA VIE LO DIAL < TWO WORKING GRADING PERMIT HAS BEEN SSUED. go . LK0 0 V) BEFORE 41210 VIA EUROPA 0 LLj Ld YOU DIG YOU DIG> 0 Ire 0 F- The private landscape architect signing these plans is responsible for assuring JOHN P SON PLANTING PLAN -MOFZ1 SHTS Q Z 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies a_ < .................- 0- Cr- A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect MARK By DAIE APPR, DAE 22 OR: 0. COUNTY shall be responsible for determining an acceptable solution and revisiriq the plans for WMIS SCALE: WESTEUROPA, LLC FILE NO. -L-11 .11111,-L"< 0- ICE ALERT Lgroyq1_bLthe counit. CWNTY RLA N H: V: I I s EX15TING LAND50APE NOTE, u sol® � : / 2 o I MAJORITY I 1 ITLY I _ �.� .. 1 TI T , . L ' • 9 .., .. ,:..,, m Li I LOT 5AL\/A&W AND KEPT......... TAN 1 U Y . mm , .. ....:. ..-. 8 INDICATE 15 YEARS &RONTH ..: —7- VURIN6 r,0N5TftCTI0N, EX15TINC7 GvATHERIN& .. .. .. ' .. .. .e t.... ,. .... .:.5 .. .. PLANTING HAS ALNAY5 BEEN INTENDED LLJ .... ..-. HE ONNER. TO T v t x .,.- ... - .. :.,....,.,.f. ..... ...... '.::aa:.. .-. .. :v.., ... .-..:....... ........i-....... '"➢"tea. ,..... ': : .. enx - :fF • .// 213 —-_...,. ..... ... —gym.—.,,.... .,: ... .. / 24" BOX Ak40/1.2-516 LON f T _..._ :......... R v , 4 ; a -- - -- -- -- -- -- --- -- -- -- , -- -- -- - ---Q-_- --- �-- ---- --- -- --_. 4 - -- - -� -�- . MEDIUM OLIVE -15 9AL. LON -o54 -24- BOX .......... I En _ ,,. 1 1 -EXISTING .,........ ................. - . - - - -- , AIFICALIFORNIA IU �. tl- ... RECEIVEIL SWIER. TENCIRCLE 0 LJ TRAM 1 I H K R, , /. --0- -C�-- -Q77 ROM&L WT%A&L BE LLXATM AT EVE OF W05CAPE AV EXW WONP COM OF TREE A MINIKM OF V IN EACH F_ LAbLIVIENT 9mTJOK ACI ---- -- ------- --------- ----- - T 51X TIES ITI TRIPLEASI; 1 w $ T USE PIAMETER STAKa IN H x y ., I _ YL A m 16 IU F I A FAI I ! 15 IS& Loll REFLEXA:5 CORREA V M5TRALIAN_R051A 5 LON Uj 110 HEBE VERONICA LAKV VERONICA LAKE HME 5 152AL. 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THE TESTS%U BE RM FOR WMIENT5 CHEMISTRY TPREPARATION FOR C-ROMPWVER Ab Kk% MIRE. THE REPORT SHALL I PROVIDE I A LI �°I IL T PROVIDEA - T ARCHITECT I T INSTALLATION MATERIAL 15 EXPECTEP TO FOLLOA ALL RECOMMENDATIONSSTATED IN THE REPORT. 5 (50 150 BY NORTH AMERICM ( ITY APPROVED IN5TALLEP ON ALL 14FES 5.1 OR SEATER. Uj ' e Ld z FA 6 1 °0 ITALIAN TERRA 00TTA - RRIZ (1) 1 U_ H m VENETIAN STONE - °L ® ' () aI a VENETIAN ARZHITECTURAL - ' 09 m 1 0 56 ITALIAN - ' OI &AL44 (1) 1 La 14 22 goITALIAN ( ) 1 a ( ) 1 1�s ITALIAN - '5051' O 1 La 4 (1) 15 &AL0 cQf In ® 'ITALIAN COTTA' POTTERY AVAILA5LE POTTERY COMPANY, I W. mrim/ampnpotterg.com VENETIAN ARCHITECTURAL5T M 5 LU Uj CL Uj w SEE! SHET L5-002 FOR KEYMAPc 0 Lgj :2 LD 20 10 0 20 40 60 V) .., .., l"� /®x@81 BENCHMARK: - SEAL-LANDSCAPE Hi TCT _k SHEET NC®NOTE: PPA Y: PP lP15002 O CONTAINED WITHINTHESE LADS aV RIVERSIDE 0 VVVVV~ � elf SCALL NOT COMMENCE UNTIL A T , EUROPA VILLAGE CEST LA VIE IENCROACH EST PERMIT A DIAL TWO WORKING 4010 SORRE TO VALLEY LV g SUITE 200 V) QI RER ITNASSEE SS EQ° SAID DIEGO, CA 92121 : . 41210 I ` EUROPA Lj LU �o� oE� PHONE � 7� m LANDSCAPE PLANS 0 YOU QIP The rivets landscape architect signing these lens is responsible for assuring o -j`� CF SITS CL � p p U P SON PLANTING I PLA TOLL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies _ ®® arising after count approval or during construction, the private landscape architect FOR: ° COUNTY o P 'l L9CSERVICE 4Y 4 y p p ITT TE T SCALE: FILE NO. UNDERGROUND NI F ALERT shall be respons to for det an acceptable solutin and rev ng the plans for L.A N a 3503 , EXP 2/20 ATE: H:—V: �� � LLC Offrovall b the count, PARKIN6 LOT I I TI 50APE NOTE. , ° ( / 25,50091. (PARKING A MAJORITY OF THE SITE15 CURRENTLY 42% OF PARKIN6 AREA TO BE SHADW VINEYARDPLANTINO TO REMAIN DETAILT L2-121 FOR PARKIN6LINE5 AROUND PARKINGT REPLACED, I TI 5 HILL LOT EVC-7E 5EPARATION FROM PLANTINGINPICATE 15 YEARS &ROATH5ALVA&EV AND T AT AN ON-51TE NUR5ERY MATCHLINE - SEE SHEET L2-514 ! i r I T1 I T1 T t � 1 f ! 5PACE PLANTIN& Y INTENDED ! T Y 5YT ° UjPLANTmmp1 !�.. :.:- f 1 I ! ! ! ! ! 0 l ' i t ! ! t ! ! ( 1 r ! ! ! ! ! ! ! 1Lf3 ! ! ! ! d t I .. / ! ! a ! f ! ! 115 allMM 9EMPERVIREN5ITALIAN 24 AkW&2-516 LON Uj ! ! ! ! R. .W. 1 TRAIL d ; ! EASEMENT ! I 1 A T A Y -- -- = - -- -- -- - -- -- - i L IU i 1 .. i... 1 t d! OLEA EW4PEA SW HLL FRIJITLE55OLIVE — ----o----Q----Q — -- --- f I! 14 : f ! ! 1 TI 1 P ( ! . ( : ! 2 IA IF ICALIFORNIAL IU ! . . .. --o----a---- ---- -- -- ----- ---- -- —a---- --- -- : U-i ._ _ _. d HRIN I a I 1 TENCIRCLE ! ! ! I - ¢ ! ! A T 1:I IN EACH ALL TfM SH&L BE T 5T X TI ( I I 1 STWINS --- --- - v - --- _ jj --- -- Q --- -- -- - -=-�--- V. Ld ! ! !f !t ( I 1A l . 15 &AL X2_516 MEDIUM i ! 4 CALLIAWRA CALIFORNICA BAJA FAIRY 05TER 15 && Lori Y LL5' MTRALIAN RJOH51A ! ! ! _. -- --©— .. ---fl— Uj W @ HEDE VERONICA LAKE VERONICA LAVANPULA AWMTIFOLIAL1 LA i ! - Ui LAA A , Lori MA T I LON ! ! :: ! , Y 1 Lori ® - -- _ { 12 A IUM Uj �.z u4 ! ,: . ! , ! ( R.O.Q. t .......... .O. I 11 56& X2-516 MEDIUM 1 Y LILYMEDIUM . TRAIL ............. I LILYTWF I OAL. MEDIUM I FWWRWOOLVEN15 GAL. MEDIUM CL Of t X FLOMER CAMET@) MEDIUM ......... .:... . 010 CINERARIA M5TY MILLERI 6AL MEDIUM L ATI, I _..: . FLATS/12" b ° B/L2-516 Lori 1 Y FLAT5/120 O.C. Lori L I 1 11 I FLA . IUM TLRF TIFVqAY BERMUDA 90P MEDIUM _ � I W*AIWLLEA SPECIES -I I I F 31 LON : 12 T X15 AT T> I I IUB IA FL I A I,, 15 &AL. MEDIUM E75 RA NCHO C VINEYARP PLANTINGSY OTHM w Wit,. > ALIF301 T 1 A I 3� 'IN 5W ORN)f Z MW XV MWOM OMM%UVI* L*%NO 5LOM OVM � � BARK MLON T I 1 1 ............ 00 (,1'**) _ M- ZWEV LO � s ALL 5M 5 I A H'. T 1 HIAPPROVAL, m IT 1L T _ WATEP ON THE FLAN TO M WIL ANP FLAW LABORATORY'FORTESTIN6. THE VOISTRY AM TEXWMVIPE FIEW401EWED� A eWACE IL T g DIE M NO 5M KMI* LI Tl T I A T PRIOR TO THE INSTALLATION OF MY FUW M Uj INNALLEP ON ALL SLOPE5 3°1 OR ° 0 ELAN-TO 40 Uj I I g 0 z Z530 12H ITALIAN I ° (1) 1 SAL U 1 . VENETIAN ARCHITECTURALT ® aL — ' (1) 5 OAL e VENETIAN ARCHITECTIUR& UjI 1 0 56 e� ITALIAN ( ) I L, (1) 1 1 ITALIAN 2` ( ) 1 L° 4 ( ) 5 SAL 1 El 1 ITALIAN 1° O 1 OAL 4 (1) 1 ° I 'ITALIAN COTTA' I CANYON F5 >_ POTTERY C.011PANY, M. rimm.ampnpottaqcom -0 TI HI L T m ti toy ®tom c CL F— z 00 SEE SHEET LB-002 FOR KEYMAP < z Ld 20 10 0 20 40 60 —I a, dt ®n SEAL—LANDSCAPE TBENCHMARK: MEET im Ld U) ° PREPARES BY: PP 1150021 30 ORS CONTAINED WITHIN THESE PLANS � �` SHALL HOT COMMENCE UNTIL AN �� ; ` p 1 P RIVERSIDE l cn T ENCROACHMENT PERMIT AND ORA `%` EURPA VILLAGE — CHEST VIE L cL2-31 3 DIAL TWO WORKING I 4010 RET VALLEY BLVD. ,, SUITE 200 � GRADING PER IT HAS SEE SSUED° 1 1 �ftwREFRe >vb ASS €Fane A D I EGO, C 92121 W& Lij LJIL YOU U G YOU OIG PHONE 858-558-8977 LANDSCAPE PLANS S c F— The private landscape architect signing these plans is responsible for assuring Y qJOHN S0 OF SHT g. C� TOLL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies s r PLANTING T I I LACL A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect PATE 5 22 FOR: W.O. COUNTY CL UNDERGROUND SERVICE ALERT shall be responsible far determining an acceptable solution and revising the plans far n SOLE® I STEUROPA LLC FILE 110, approval b the county. TT FETA 350 ESP 220 DATE: , ° ________ Zlk - I 0- , 0- I _____ ____ __ �A ,.� ,.., - , - , , ,, . . KING LOT 5HAVINC7. �,.::.: � �_.�,�_ % , , I , , , .71�:�, I � - , " - I I . 1. F2AA AND 'F OTE - . , , . , I . . � : " , � . , , : . ,�.:,_� - " '. , , I � . I , - : , � - I e , � . I � ��::',,'�:,��:.:. ..:,� ! ..� ,� �, � I... ��:��"� ::�.�dd��.�:� :���,��, " , �,�,� , ,� �', _:�0.�,��:,. , : 114 , z.:_ ,����,:,,:. ,: 1, " - , � � I , " '' I � . , , � ��_ _ C X_I5 T�16 JL�ANM.1550A.AE .hN0 E, �:�:7.. , , , , 1, j� , �/, - ..."., , � :. ,,���.,� I.I. .I�.,.�. :���� �, �. QQ10 : , , '' . . ::�� _ , 1, I I ,. 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LI 0:� �_ 0 F- 0 < -_____ - 20 10 0 20 40 60 < Z: U_ �- � — - co Z 11:� 1� D r - OH > U, 0 0 3 SCALE: 0204 O�� 0 0- — ___— —— Ld m NOTE: - — ——— SEAL-LANDSCAPE ARCHITECT - ....'�. , - 0- > PREPARED BY: BENCHMARK: PP26055 / IP150021 / MS4JOJ SHEET NO, 0 - 0 R I L�rf2ll rzm7= Ll-', IN THESE PLANS 98CAP 1,,,..,-",,-,��i; of — 1'. � /VVVVVVVVVVVVVVVV%1~ ____ 1, Ad*�:�`,, D 111� SHALL NOT COMMENCE UNTIL AN -%0 F 8"04. IZ (YOLANITY 77 000154DEE bi ` "" V) I.- % - ,.... 1! < ___ 9 - ii. I� 0 � . 0. 9" —3 1 4 y N-, DIAL ENCROACHMENT PERMIT AND(OR A - GMP LANDSCAPE ARCHITECTURE ,111 - TWO WORKING E — . EUROPA VILLAGE -- C'EST LA VIE L2 LO LUA , �, GRADING PERMIT HAS BEEN SSUED. - -_ CA 1 - - Wn - cn 01 BEFORE 16 M 4C Uj LA --- .- - — 19 SAN DIEGO, CA 92121 4121 0 VIA EUROPA _'_____ CD U YOU DIG = w �*� > C) YOU DIG �--- I A ONDSCAPE PONGS Q0 z I 0 F- 1 1 The Oute landscape architect signing let plans is responsible for assuring —_ * * IJXOIH*N F) S30AN m CON < Q-1 0 TOLL FREE 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discm,ancies — ___ , PLANTING PLAN _200Fill SHTS CL 0- < t . ��� r - I- I if7 E [ K! 1 1 w A PUBUC SEVICE BY aris4 after county approval or during construction, the private landscape architect ma BY DWATE ARK DWAIE 5 22 — FOR: W.O. COUNTY < a- UNDERGROUND SERME ALERT shall be responsiWe for determining an acceptable solution and revising the plans for Rmsms __ I __ , �:22mmw� SCALE: 1 I 1 - I - wwo lot the cm b, ENGNO I C..V - . &A N . 0 I E: H:_V:— INVESTEUROPA, LLC FLE INO. Amow — � —9- - I I �',' I I I I - ___ ___ � . 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I ' . ,� I .�%j / ' ' / �+ ; �. � . .� I I 0 _ : : I � "' t L . ., , : 1. / Fn - Lo - 1.1- L_-��-' !'' .. 114r: , �:. � / /�"' ".. ". � / / / .- // I . _ + � p � . . / .., / I./.....-... / ... � : . :'� :. I '� I 4 +1 ` :, . . � � . _/ �, I I I� �� e I .' . I I I I I . � . .. . __ . ; ' ' I I . � - I , 1 . : I . . � .1, , , I -1 I I p I , ;.' T . ; .''.. ,. .� � w Ljj :�:::�� �q jqqmm��: , / % � , . .1 .11 ., .1.� x PLANTING DETAILS 4 NOTES. I � I 1: �.. I I . . --,, X - .111__ ' I .. I I , / / '4 :f ;''�,;: ;:: I - _.. J ...... 1. +: . . . N � I .el �' I ,. + . : ; : : ; . 11-1 -.... : � I I I ,� � 1 . . � .; - /* �/ ;� :+ +. �/'/;'�::: - ' , � '.; il " I � I I �_ � - .1 ......1-1 I : / I / " I �� � . � � I /__ ++ .1 ",.. ...._ ++ I" , ;+ I � � : I - � I � ; : : � < +_ �f . I . � . ,� 1; � ..I.." I - '/':!'/;;' I , :: I . p � . � ; I : < LAj - . � ; SIGHT LINE I ��' 1 . I q . / / Al ., / ' ', � : . I .. . ;�. '; . ; ; I � : 0 . . I .� I- . I . 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I F � + - 11 I , . , ��' ' 11 , , , - 44�:' -1.1.11 _'' % �..'�.'.. ..:: � E + 'a I > . , " , .. 11 ,., �111'_: ....' .1 ........_,-111''.1... ' ..',..' :._+,: i:'�' � ... � ...". . I'll - ,+ - I -.11... Q I... 1, � ..' '......-I 1, _ .L . 1*:..:��+++" .,,;, � ......- ,� 11 � . * I � - ..".. - '..' � , +.� 5 CL F_ 77777----L�� . ' '. + 'a ILd CL Z ... � I � --l".11-...- ", , :L' 14 - +" ,- .11 L - - . - I� -1 � ; 11-L" + "I. ." I - - -- I ��'.* ." - I .1 I I I ... I I I—- .. 11 I N = :2 I I.. . I I .1 I I .1 . . .. . I.. I .. I � i. . __ ..", -1 ___��� + � . . I - , I -.1 � m < LLJ - __ � SEE SHEET L5-002 FOR KEYMAR < �_ L __ L LL I L. L . - x I ��______' �_ I . cn ,.. . 1. . ,. I I . 1. Of 1 3: < I .1. 'L..L ."'I'L Z2 CAREX TMTAaA NW ZE&ANP 5EP6E 9/4 6ALJ24" O.C. BA.2-516 LOH w 0- I I - . I 0 Uj LU LIJ . Z5 []= CAREX TUMLICOLA BERKELEY WDSE FLAT5/16" O.C. Lori z 00 0 1 z L z < z NOTE: CD w m 2 REIT.RME RIVEFaVE COUNTY TLKA IV DIO-%I&E PETALS ON %W U-501. 20 10 0 20 40 60 < It �_ I j I I I - J F_ 0 < � � , ]MINE11mommmommm m U_ P 5; 0 z x 1� 50ALE. I"=20'-O" 0 0 - I D IT < (n 0 CIL - . .I,-.--- _. -_ �_ -_ - q.. cr_ U) NOTE, SEAL-LA A A I BENCHMARK- SHEET NO. 0 LIJ -L - ! PREPARED BY: PP26055 / IP 150021 / MS4JOJ cr_ > 0 z I I �- < e2n [�� 11 �' WORK CONTAINED WITHIN THESE PLANS I DSCAP'& Adll'!"','.�"`�1:; D ___ � :ij".--+i!',+!;' VV\NVVVVVVV\N~ � AAAA1VVVV%AA1VWVVV~ +1*0: 0 .. "', grace A. i 0!� SHALL NOT COMMENCE UNTIL AN ff '� , A , i 'I w '- - GMP LANDSCAPE ARCHITECTURE "111 L2-31 5 " y < �'_� MIT AND(OR A %. � .0 I EUROPA VILLAGE - C EST LA VIE LO 0 DIAL TWO WORKING � I � . U) Ld GRADING PERMIT HAS BEEN SSUED. fn - - 0 V) BEFORE I - 2 0 I 4121 0 VIA EUROPA 0 'm W Uj -A "D .4 - . (10 0 > 0 YOU DIG YOU DIG --_ __ --- I * * m . N 0 �= ___ The private landscape architect signing these plans is responsible for assuring JOHN �_WN I PLANTING PLAN -MOFM SHTS QL. z or_ 0 1-800-227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies - m - _'�)/ /I----- - �' a_ < (L < -_ '"f___-_ FOR: �0. -1 I- A PUBLIC SERVICE BY arising after county approval or during construction, the private landscape architect _L__�IIE ' MMR, DATE I 5Z22/ COUNTY f"I _4�t _____ I /_/ U ) � Cl- 0- x shall be responsibie for determ6ng an acceptable solution and revising the plans for __ "SONS It !� SCALE: IWESTEUROPA, LLC FILE NO. Im < 0- UNDERGROUND SERVICE ALERT q DBITY I RLA ! . 0]�T DATE: H: V: , I i _- ',liprov EN Me . - I . - P I , mm � I I . "I I I - � I I -I-- �'11 I 11 PLNi-FLl 14-082 CLY up di" I 000WORETE SI I PREPAWD WIL I T L. ISA . . ::. <. ..._.._.. . `. . 'T ABLET ® T 221( T IN 10' 17 II ,d ,RETE C '; IMPROVEMENT A6 INIPIOATED PLAN SOORAPE ' STRIPLli / 4HAPZ60APE IMPROVEMENT AS 'X ISA ALAN PLAN & PLANT PER NT / ..:n .. . , FLA LEGM Z ALL TREES KITH 10' OF ANY KALK, i ® a I gUTILI < SPACANS PER PLANT OF TREE A AT ED6E OT DAiRR I 5 t RECEIVEI I ICA � N PLANS.A, THE z WNTRACTOR g® IIATI T IT TO LAMMAPE?.� I A T PRIORTO LLJ1 i I I Z F— LLJLai 8 F— ' ij --. M I I flaA �I zA ROOT BARRIER &ROUNDCOVER PLANTINO 14-02 G4Y NDT,* 14-02 GLV NvwpAnq LLJ UJI IRXTBALL TI AIL I" A50VE FINISH I VINYL TREE TIE (6 REQUIREP) 9 FIN15H LL_ ( 2' IA I e L I FINISHAT SLOPE T 0°) W 91k 5TT 5 2 1 NI TIE I T ILL II ( ) Ld z OF TREE. F I ILIA I \ 6 PLANT T ( SM NOTES) S AI T T t -or- FINISH PAVED ABOVE TIES. \ 4 I REGIJI I IN(I FINISH LEft-W MR Off"4" HtSH I , IN (IF F M 02`4' BARK HJLCH LA (SEE 0 F- 5HALL BE PULLED cr INSTALL AT fAKAY MOM BASE Or- TREE/9MB I A LN < IL BASE OF TNM IF IN LAKN AFrE.A 22� A MIN- OF 6" NOTEI 6 VIHERE TREES,ARE PLANTED 2xROO L DIAMETER IN T REMOVE TURr A MIN. OF 120 01A. AT THE BASE OF THE a y INSTALL AN ARBOR GUARD AT THE BASE OF THE TftW.C TREE DOUBLE STAKINO V TREhm AND SHRU5 FLANTIN6 Ljj I OVINE ATTACHED TO K1kLL AITH PLANT> VINYL TI a) 2 NURSERY STArZ5 To 5E REMOYM 00 9 r*LL SURFACE I f4 OROM m I" ABOVE FINI 4" H16H VIATERINSIN 1 T TAMEM PER FLANTINSP IFIL TI LLJ II FINISH e-111 BACKFILL MIX Ld I IIFI ATII S) e UNDISTUROM NATIVEIL 11 ! ROOTBALLI NOTEs VINE SKALL BE A T I MASONRY KALLS PV CLEAR EPDXY < I iVINE TIES1,PO NOT ATTACH VINES : TO OJILP I STAKETO BE MOVED OUT OF INSTALLEDROOTBAU AM < F" FACE OF KILL (IMINM r I F— TOP Of VOTERINS 0 BE CL BAS O SELOPI 6° 6 FIN I FLOOR S 5` L j 2xROOTBALL DIAMETER e a- E VINE FLANTIN6 W 0 X F LL_ NOTE- SEAL—LANDSCAPE ARCHITECTBENCHMARK: HEE` ISO° F- OR CONTAINED WITHIN THESE PLANS PREPARED Y® f` 115002 2 v SHALL NOT COMMENCE UNTIL AN -321 GMP LANDSCAPE ARCHITECTURE — - ®� f� ` RIVERSIDELd ENCROACHMENT P'ER IT A OR A SIAL ',: EUR VILLAGE VEST VIELn TWO WORKING � _ 010 SORRENTO VALLEY BLVD. ,a , SUITE 200 Fes` � � � GRADING PER IT HAS BEEN SSUEU° BEFORE .b o DAYS BEFORE C SANDIEGO, OA 2121 41210 VIA CJ YOU DIG YOU 01 RHONE 77MNSC �EPLANS Q0 F_ be private landscape architect signing these pians is responsible for assuring - 7 JOHN P SON C 0 TOLL FREE 1-300®227-2600 the accuracy and acceptability of the design hereon. In the event of discrepancies _ __._.... 5,2 I=� PLANTING DETAILS OF CL � arising after county approval or during construction, the private landscape architect PUBLIC SERVICE Y Y DATE APPR. DA 11 22 - elm °�°�° shall be responsible fardeterminingn SCALE° 6L4w,7 UNDERGROUND SERVICE ALERT ,.,�. ,� , P e a acceptable solution and revising the plans for S o ° e I TEI�ROI�A® LSC FILE Oa a roval b the count. RIY RLA P ' a 0 ESP 2120 ®ATE- a Va —A Zt y:1 C �(y rr