Loading...
HomeMy WebLinkAboutCanyon Hills Staling Production Landscape REV. SHT. DESCRIPTION DATE BY STARLING AT CANYON HILLS IL TRACT #36117 PA 1 B NORTH SUBMITTED FOR APPROVAL APPROVED RELEASED FOR BID J LAKE ELSINORE , CALIFORNIA CONSTRUCTION SET ISSUED SHEETINDEX PRODUCTION LANDSCAPE IMPROVEMENT PLANS SHT NO. SHEET DESCRIPTION T-1 TITLE SHEET CONSTRUCTION NOTES AND LEGEND APPLICANT IR-1 FRONT YARD TYPICAL IRRIGATION LAYOUT PLAN IR-2 FRONT YARD ATYPICAL IRRIGATION LAYOUT PLAN IRT-1 SITE IRRIGATION LAYOUT PLAN PARDEE HOMES IRT-2 SITE IRRIGATION LAYOUT PLAN IRT-3 SITE IRRIGATION LAYOUT PLAN 1250 CORONA POINT CT. IRT-4 SITE IRRIGATION LAYOUT PLAN NOTES CORONA,CA 92879 IRT-5 SITE IRRIGATION LAYOUT PLAN 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR,TRANSPORTATION,MATERIALS,AND SERVICES CONTACT:KEITH LEDBETTER IRT-6 SITE IRRIGATION LAYOUT PLAN PHONE:951-377-9724 IRT-7 SITE IRRIGATION LAYOUT PLAN NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND IRT-8 SITE IRRIGATION LAYOUT PLAN SPECIFIED HEREIN. IRT-9 SITE IRRIGATION LAYOUT PLAN 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. KEY MAP IRT-10 SITE IRRIGATION LAYOUT PLAN 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE,COUNTY AND IRT-11 SITE IRRIGATION LAYOUT PLAN LOCAL CODES,ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. IRT-12 SITE IRRIGATION LAYOUT PLAN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE NATURE AND LOCATION IRT-13 SITE IRRIGATION LAYOUT PLAN OF ALL UNDERGROUND UTILITIES,PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, y„ ID-1 IRRIGATION LEGENDICALCS INCLUDING DELAYS. ,'. ID-2 IRRIGATION DETAILS 5.ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN j ID-3 IRRIGATION DETAILS INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE ID-4 IRRIGATION NOTES&SPECIFICATIONS OWNER(JOB SUPERINTENDENT)AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE ID-5 IRRIGATION NOTES&SPECIFICATIONS PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER(JOB t PA tB,i ID-6 IRRIGATION NOTES&SPECIFICATIONS PA 1A SUPERINTENDENT)OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. r PL-1 FRONT YARD TYPICAL PLANTING LAYOUT PLAN `r PL-2 FRONT YARD ATYPICAL PLANTING LAYOUT PLAN ^ l COMMERICIA LEGEND ^.,r PL-3 FRONT YARD TYPICAL PLANTING SCHEME PA 1C 1 PLT-1 SITE PLANTING LAYOUT PLAN DIAMETER (33,60) EXISTING SPOT ELEVATION PARK PA 2D FF FINISH FLOOR ELEVATION 33.60 PROPOSED SPOT ELEVATION PLT-2 SITE PLANTING LAYOUT PLAN ` T PLT-3 SITE PLANTING LAYOUT PLAN GF GARAGE FLOOR ELEVATION HT HEIGHT ,.n � � m PLT-4 SITE PLANTING LAYOUT PLAN PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS P PLT-5 SITE PLANTING LAYOUT PLAN TW TOP OF WALL ECR END OF CURB RADIUS �P ^ �PA2c >�� PLT-6 SITE PLANTING LAYOUT PLAN TF TOP OF FOOTING ELEVATION TC TOP OF CURB % BW BOTTOM OF WALL BC BOTTOM OF CURB wx FUTURE PLT-7 SITE PLANTING LAYOUT PLAN TS TOP OF STEP EJ EXPANSION JOINT ::COMMERICIAL � ,'s PLT-8 SITE PLANTING LAYOUT PLAN BS BOTTOM OF STEP EJ SCORE JOINT PLT-9 SITE PLANTING LAYOUT PLAN City of Lake Elsinore CB CATCH BASIN SC SAW CUT �ILROgp OANYON ROAD PLT-10 SITE PLANTING LAYOUT PLAN Planning Divis-o P val PLT-11 SITE PLANTING LAYOUT PLAN FIG FINISH GRADE R RADIUS PLT-12 SITE PLANTING LAYOUT PLAN FS FINISH SURFACE RDWD REDWOOD Approved By: HP HIGH POINT HDR HEADER NORTH PLT-13 SITE PLANTING LAYOUT PLAN 14 NTs LP LOW POINT LA LANDSCAPE ARCHITECT Date: FL FLOW LINE MIN MINIMUM PD-1 PLANTING DETAILS OC ON CENTER MAX MAXIMUM PN-1 PLANTING NOTES&SPECIFICATIONS X CB CATCH BASIN MJ MASTIC JOINT VICINITY MAP X TG TOP OF GRATE ELEVATION TYP TYPICAL X INV INVERT ELEVATION PA PLANTING AREA CONSULTANTS x BB BOND BEAM ELEVATION O DECK DRAIN SITE cry ALIGN O LOCATION TURF DRAIN 1.oi GRADIENT IN PERCENTAGE �Q LANDSCAPE ARCHITECT IRRIGATION PROPOSED CONTOUR 74 0 4:1 RATIO:4'HORIZONTAL DISTANCE CANYON SUMMERS MURPHY&PARTNERS SUMMERS MURPHY&PARTNERS O ti PER V OF VERTICAL HEIGHT sib EXISTING CONTOUR LAKE 34197 PACIFIC COAST HWY.,SUITE 200 34197 PACIFIC COAST HWY.,SUITE 200 NEWPORT RD DANA POINT,CA 92629 DANA POINT,CA 92629 R RIDGE BERM-BUILT-UP 5 PHONE:949.443.1446 XT.232 PHONE:949.443.1446 XT.278 z Ge GRADE BREAK LANDSCAPE GRADE 2 WESTRIDGE WAY HOLLANDRD CONTACT:LESLIE LEE-MI CONTACT:MIKE MCMILLEN _0 - —DETAIL REFERENCE EKE TASSEL wnv 2 y` s U F DIRECTION OF FLOW ELSINORE RAIL R°" °q s° CIVIL ENGINEER ARCHITECT LU w e—SHEET LOCATION hi o F DRAINAGE PIPE _ SRO °� RICK ENGINEERING COMPANY WHA a (n SECTION REFERENCE J M o ANvoN Ro 2 SOUTH POINTE DRIVE,SUITE 275 2850 REDHILL AVE SUITE 200 euNOv a Z ® ATRIUM DRAIN —SHEET LOCATION LAKE FOREST,CA 92630 SANTA ANA,CA 92705 J. Underground Service Alert VERIFY SCALES PHONE:949-588-0709 PHONE:949-250-0607 0 BASIS AT BEARING CONTACT:DAN BURK CONTACT:CESAR CASTAGNO � COORDINATE SYSTEM: xxx BAR IS ONE INCH ON z c DESCRIPTION:xxx ORIGINAL DRAWING X z X `i 0® 1 NORTH Q N.TS. X ,1 8 IF NOT ONE INCH ON a X THIS SHEET, ADJUST X NI TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT RDscAA �pE STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS 5,w a ASSISTANT GENERAL MANAGER DATE n T 1 U — - - — p� ENGINEER NAME HERE R.D.E. xxxxx SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING DEPARTMENT APPROVALS — __ ♦ —* EXP.x/x/XX 34197 COAST HIGHWAY,SUITE 200 DANA POINT,CALIFORNIA 92629(949)443-1446 TITLE SHEET OF 40 SHTS 'nrgTFOFUFO�aP LANDSCAPE ARCHITECTS FILE N0. U CONTACT INFO LESLIE LEE-MI EMAIL:Ilee@smpinc.net 368 TL z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX - W IRRIGATION NOTES 1. 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. 2. 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 REPORTED TO THE OWNER'S REPRESENTATIVE. } 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE ' ----- BEGINNING WORK. ---- ---- --- --- .`- ...... 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC.ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENTAS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED.ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. II II 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS.CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY,COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. PLAN 2 PLAN 3 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE.LABEL SPARE WIRES AT BOTH ENDS. _ 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED.SEE LEGEND FOR TYPE.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED PLAN 1 TO EASILY PULL WIRE THROUGH.ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS.SLEEVES TO EXTEND AT LEAST 12"PAST THE EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE.ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18"OF HARDSCAPE. 12. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS.SUMMERS/MURPHY&PARTNERS INC. 13 RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY,AND NECESSARY ADJUSTMENTS C2 $-DRIP 3 1.5 C2 MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. /4" n 1.0 C1 1n S-DRIPII 3/4* T-BUS 3/1 C2 1.2 1.0 C1 RSTCASE WATER PRESSURE GALCULATKJNS 3/4" S-DRIP T-SUB 31C WATER METER NUMBER Typ.L01 WATER METER SIZE 31-0A BUIIDING WRIER BURPLY Cl 1.0 HYDRAULIC GRADE L}NE(FT) 1420 WATER METER ELEVATIflN'{FT1 WA B LIXN W R — — I 3/4• T-BUB j BDR ■ ELEVATIGN OIFFERENC£(Fi} N/A ISTATIC PRESSURE{PSI) ># I REMOTE CONTROLYALWS#' C:" REMOTE CONTROL VALVE L?E L ❑ R_GV DEMAND(GRM) 43 3 TOTAL DEMAND(}FM) 4 BwLDwcwAlcR ,1 SUPPLY HIGHEST HEAD SERV£D1FT1 N!A STATIC PRESSURE AT HIGHEST HERD 20 1 'ISim DESCRIPTION Fd,L1W PSI LOSS #n 1" SERVICE LINE(50 FC OF TYPE KCOPPER) 43. 03 P3! 3/4"' WATER METER 43. 05 P31.. 1". MASTER VALVEIFLOW.SENSOR 43.: 24 PSI'. 125" 100 FEET OF MAINLINE:SCH.40 PVC PIPE 4.3 0.1 PSI 11/4� __ N4" REMOTE CONTROL VALVE 4,3 3.B PSI _ 10% LATERAL LINE LOSS WA 08 PSI 20% FITTING LOSS(IN ADDITION TO ELBOWS SHOWN) NIA 1 S PSI NSA ELEVATION CHANGE(P.O C.TO HIGHEST HEAD) NIA 0.6 PSI TOTAL SYSTEM PRESSURE LOSS(SUM OF 41 T7'RU*16) 'kZ Its PSI SIDEWALK PRESSURE REQUIRED AT HEAD 1& 20.0 PSI WATER METER TOTAL PRESSURE REQUIRED(SUM OP#17AND#10) 19 316 PSI CURB STATIC"WATER PRESSURE(FROM ABOVE) 20 650 PS{. RESIDUAL PRESSURE j3OBTiAQT#49 FROM#21T1 21 53.4 PSI .SET PRV OR MCV AT{*2I PLUS S'OPSI) 22 6d4 PSI PRES$lH2£DOQ8T,IF'REQUIRED ISE'YTQ ACCkHHEVE,20 PSI RESIDUAL} 23 TWA PS!'. TYPICAL IRRIGATION LAYOUT PLAN SCALE:1"=10' E X NORTH POC INFORMATION PROVIDED BY: PIPE SIZING CHART EVM WD (951)674-3146 0 TO 5 GPM 3/4"SCH 40 PVC PIPE 5 TO 10 GPM 1"SCH 40 PVC PIPE WATER OPERATIONS 10 TO 15 GPM 1-1/4"SCH 40 PVC PIPE MANAGER: CHASE WARNER 15 TO 25 GPM 1-1/2"SCH 40 PVC PIPE ex.8207 NOTE: HGL 1420 CONTRACTOR SHALL SIZE ALL LATERAL LINES PER DATE: 03/11/2016 PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE Z �I SIZE EXCEED DESIGNATED GPM RANGE. SCALE: 1"=I(Y U LLJ Z O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES ° BAR IS ONE INCH ON RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK BAR IS ONE INCH ON EXISTING UTILITY DISCLAIMER NOTE OWNER DEVELOPER COORDINATE SYSTEM: xxx FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH DESCRIPTION:xxx ORIGINAL DRAWINGELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES DATE: ti THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 O® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 X a. IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF X N THIS SHEET, ADJUST THIS SHEET, ADJUST THIS PROJECT. X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY ATE. ENGINEER NAME HERE DATE SCALES ACCORDINGLY s WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT ,y.NDSCAPf. ; A16-xi STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS a ASSISTANT GENERAL MANAGER DATE Wig- - �� TRACT 361 17 PA 1B NORTH STARLING IR-1 ENGINEER NAME HERE R.C.E.XXXXX SUMMERS/MURPHY&PARTNERS, INC. - EXP.X/X/XX 34197 COAST HIGHWAY,SUITE 200 FRONT YARD TYPICAL IRRIGATION LAYOUT PLAN • D}M_1, * DANA POINT,CALIFORNIA 92629(949)443-1446 OF 40 SHT$ DEPARTMENT APPROVALS m r4 Bab �P LANDSCAPE ARCHITECTS FILE NO. d o �OFCALIF� CONTACT INFO:LESLIE LEE-MI EMAIL'.llee@smpinc net 334 IR FYT Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES, XX P.Z.: xx - - LLJ IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS,RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE APART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. 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 REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. --"- 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC.ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. -" 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENTAS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS FF =_= WERE PREPARED.ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S I- REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY -- FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS.CONTRACTOR SHALL BE i,g C3 RESPONSIBLE TO COMPLY WITH LOCAL CITY,COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND S-DRIP 3/4• - INSTALLATION. PLAN 3 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE.LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED.SEE LEGEND FOR TYPE.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH.ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS.SLEEVES TO EXTEND AT LEAST 12"PAST THE EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE,ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18"OF HARDSCAPE. - - - j 12. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS.SUMMERS/MURPHY$PARTNERS INC. j/ RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY,AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. C2 1.8 3/4• S-DRIP "__-.-- I WORST CASE WATER PRESSURE CALCULATIONS Cl 1.0 3/4• T-BUB / / WATER METER NUMBER I TW,Lot IWATER METER SIZE 34' BUILOMO WATER HYDRAULIC GRADE LINE(FT) 1420 WATER METER ELEVATION(FT) N/A ❑ 6uPPLY ❑ / /� �" ELEVATION DIFFERENCE(F"f) NIA STATIC PRESSURE(PSI) 85 / REMOTECONTROI.VALVE 11 c. REMOTE CONTROL VALVE EIZE R.C.V_DEMAND(GPM) 4:3 TOTAL DEMAND(GPM) - -—— - HIGHEST HEAD SERVED(FT) NIA STATIC PRESSURE AT HIGHEST HEADS 20 51ZE DESCRIPTION FLOW PSl LOSS - 1" SERVICE LINE(50 FT OF TYPE KCOPP>:ER) 4.3 0.3 PSE $M' WATERMETER 4,3 05 PSI' 11/4• / 1" MASTER VALVE I FLOW.SENSOR 4.,3.. Z4 PSI. Yam" 100 FEET OF MAINLINE:SCH 40 PVC PIPE 4,3 6I. PSI.. 3/4' REMOTE CONTROL VALVE 4A S_ffi PSI 1 1 \ 1 10%. LATERAL LINE LOSS ',. NIA. RB PSI' -- 1 201E FITTING LOSS(IN ADDITION TO ELBOWS SHOWN) NIA i 8 PSI SIDEWALK -- WA ELEVATION CHANGE(P.00 TO HIGHEST HEAD)' N)A. 06 IPSI CURB TOTAL SYSTEM PRESSURE LOSS(SUM OF THIRD 17 11.5 PS( PRESSURE REQUIRED AT HEAD t6 20:0 PSI TOTAL PRESSURE REQUIRED(SUM OF#17 AND#18) t9 - 31.6 PSI STATIC WATER PRESSURE(FROM ABOVE'} 20 M.0 PSI RESIDUAL PRESSURE(SUBTRACT#19 FROM#20) 21 53.E PSI SET PRV OR MCV AT(#21 PLUS 10 PSI) 22 63,4 PSI PRESSURE BOOST,IF REQUIRED(SET TO ACHIEVE 20 PSI RESIDUAL) 23 NIA PSI ATYPICAL IRRIGATION LAYOUT PLAN (CORNER) X SCALE:1"=10' X NORTH X POC INFORMATION PROVIDED BY: PIPE SIZING CHART EVMWD (951)674-3146 0 TO 5 GPM 3/4"SCH 40 PVC PIPE 5 TO 10 GPM 1"SCH 40 PVC PIPE WATER OPERATIONS 10 TO 15 1 GPM I 1-1/4"SCH 40 PVC PIPE MANAGER: CHASE WARNER 15 TO 25 GPM 1-1/2"SCH 40 PVC PIPE 0. a ex.8207 NOTE: HGL 1420 CONTRACTOR SHALL SIZE ALL LATERAL LINES PER DATE: 03/11/2016 PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE Z al SIZE EXCEED DESIGNATED GPM RANGE. a SCALE: 1'= W U W Z_ O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER P COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES o DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 X IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE UMITS OF X THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY. PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1A,10SCA, o �QFD4M.Murphy 7P STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS E ASSISTANT GENERAL MANAGER DATE PA 1 B NORTH STARLING �R-2 O SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, ENGINEER NAME HERE R.C.E.XX%X% 34197 COAST HIGHWAY,SUITE 200 �.�.a�mM * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 FRONT YARD ATYPICAL IRRIGATION LAYOUT PLAN OF 40 SHTS DEPARTMENT APPROVALS lq �' LANDSCAPE ARCHITECTS FILE NO. CD o OFCALIF CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinc.net 334 IR FYT Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY:NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX - - LLJ KEY MAP I ' Os' T SIDEWALK �ZO ., 11M Al CURB _.. // \ S_DRP 3/4' / \/ 5.37 A2 NORTH NOTE A: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH \\/ \ O�( /. TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE 2M Al TO K. STARTING S� /4" J NOTE B: CONTRACTOR SH S ALL ADJUST TALL HEADS AND DRIPLINE AS REQUIRED TO A ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING "(12 \ / / / B O UT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORI. \ / r` NOTE C: ` \ S-OM {" \ // MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS T• \\ Q. Q\1�0 VD A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES 000� NO \ / R • / � LOB 13 \ \ \ / ��� 1 / / rP��N6 8 X mi �� \ /\ / x N ART O NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE NOTE: 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE � LOCATION AND INFORMATION, 15 To 25 GPM 1 1-1R"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. aI / / REFER TO CANYON HILLS 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF V-D"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O ONTRACTOR SHALL SIZE ALL LATERAL LINES PER n �J IMPROVEMENT PLANS TRACT F-- /-' PIPE IZING CHART,INN E SHALL PIPE O INSTANC 36118-PLANS BY SMP. IZE EXCEED DESI NATED GPM RANGE. SCALE Tr=V U 27 Ljj Z 0 10 20 50 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAW FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES x o DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 x m O® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 x PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF x u2i is THIS SHEET, ADJUST THIS PROJECT. THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY. REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT ,pNDSc4pf o Q4.�N.Mures 1 J111% STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS ASSISTANT GENERAL MANAGER DATE _. _. SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 113 NORTH IRT-1 ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 - --- - — EXP.X/X/XX SITE IRRIGATION LAYOUT PLAN of ao sHTs r' DEPARTMENT APPROVALS __ # a-az-ts +f DANA POINT,CALIFORNIA 92629(949)443-1446 LANDSCAPE ARCHITECTS FILE NO. oOFCAUF CONTACT INFO:LESLIE LEE-MI EMAIL:IIes@jsmpinc.net 334 RR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY. WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES: XX P.Z.: XX — — L d KEY MAP CURBt AzaY', l � N I \ / y N� NTS NOTE A: / 2 BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH Z TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE r PRIOR TO STARTING WORK. NOTE B: l� C" \\ CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO t Z4 - Q ♦ ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING Q 1 !�j ♦ BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD f ,,_ p, LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. O NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, SIDEWALK ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND P A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES FIRE HYDRANT 1` l l ERTOST g TRPOj SPREppRE 13 SMP S ON coo?, Po64 LPN AC 2gR �pT 65 \ 1�i,�`I BAN 3P 1� �01 66 \ p O1 6, 1 \ X \ X _ X I I E siziNG ..-�"��.1�' r NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE j FOR P.O.C.AND CONTROLLER 5 T05 0 GPM 1" CH.40 PVC PIPE 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE NOTE: `�OR LOCATION AND INFORMATION, 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. •• REFER TO CANYON HILLS 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE Z GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF V-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O CONTRACTOR SHALL SIZE ALL LATERAL LINES PER IMPROVEMENT PLANS TRACT ' >�^ PIPE SIZING CHART,I NO INSTANCE SHALL PIPE U 3611 B-PLANS BY SMP. SIZE EX EED DESIGNATED PM RANGE. SCALE" T= _. LLJ a- (n 15 Z O 10 20 30 40 Underground Service Alert VERIFY SCALES VERIFY SCALES BASIS OF BEARING RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER P COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES X `e DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 O® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF X f THIS SHEET, ADJUST THIS PROJECT. THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE X N TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. S ELSINORE VALLEY MUNICIPAL WATER DISTRICT ND5Cq p4, Jill STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS ASSISTANT GENERAL MANAGER DATE R.C.E. SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 1 7, RA 1 B NORTH IRT-2 �_y ENGINEER NAME HERE EXP.X/X/xX 34197 COAST HIGHWAY,SUITE 200 OF 40 SHTS _ DEPARTMENT APPROVALS # 9-E-te * DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION LAYOUT PLAN `"^y LANDSCAPE ARCHITECTS FlLE NO. OF CALIFS CONTACT INFO:LESLIE LEE-MI EMAIL:Ileegsmpinanet 0 334_IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NO CHECKED BY: LLM DATE: SMP#742-371 RES: XX P.Z.: XX - LLJ - KEY MAP FIRE HYDRANT '_ ENE,5� ♦�� \ F��� �J j ,.�-��'" y ^� MPS ,�,�, ♦. P ♦ {,�,.,.,,� 3 µ' vo� ♦ �oN ♦ �� \ P��1�3 \ NORTH FIRE HYDRANT ♦ \ PLP�1Q \\ \\ \�\ �� NTS. O NOTE A: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH �Q \ A`�rtJ1 y• TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. ' \\ P0,�1g5 _� \ Al 244 � NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO 5-OAIP 2 ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD N 3GR \ ��� ��� \ �` n0� LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING P O AAA \\ - � \ Q \ \ N � �0 WORK. NOTE C: 5-OWP �4' ` \ �G MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, v ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES \ \ TYP. 314 yy3 NA \ \���. \ 3G� \ Al 2E4 \ \ Qv P,N1Qo 3/4" S-0111' -1 \ \ \ P / 290 Al samr 3/4. OAl �13g \\ \ \ \ S-OfR 3/4' SIDEWALK CURB All 1.84 2 3/4" 5-0W > A2 U PFtE sueVe " r� \ ♦ STREET LIGHT ♦ ♦ Piph SwNG CHART O NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE „J FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE NOTE: 3i 10 TO 15 GPM 1-214'SCH.40 PVC PIPE LOCATION AND INFORMATION, 15 TO 25 GPM 1-112"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. REFER TO CANYON HILLS 25 TO 35 IGPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z ♦ GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF V-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. Q O IMPROVEMENT PLANS TRACT CONTRA T R SHALL SIZE ALL LATERAL LINE R PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE ~ ♦ ♦ 36118-PLANS BY SMP. SIZE EXC ED DESIGNATED UHM RAN . SCALE' P=1a W P ♦ ♦ cf) z O 10 20 50 40 Underground Service Alert VERIFY SCALES VERIFY SCALES BASIS OF BEARING RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES r DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m 0 1!siW!5i91 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 X N IF NOT ONE INCH ON IF THIS ONE INCH ON U PIPE. THTILITY,IS PROJECTOR STRUCTURE WITHIN THE LIMITS OF X THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT V,NDSCgpt, M., q9 AMID STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE " SUMMERS/MURPHY&PARTNERS, INC. IRT-3 ENGINEER NAME HERE R.C.E.XXXXX TRACT 36117 PA 1B NORTH34197 COAST HIGHWAY,SUITE 200 n * B * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION LAYOUT PLAN OF 40 SHTS DEPARTMENT APPROVALS `nrq mM �r LANDSCAPE ARCHITECTS FILE N0. � o �OFCALIF� CONTACT INFO:LESLIE LEE-MI EMAIL:IIee@smpinc.net 334 IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES: XX P.Z.: XX — — I-JJ FIRE HYDRANT KEY MAP ♦ / ♦' ♦ ♦ <� NCH ♦ \ 211 Al NOTE A: !� BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, , �4" N� ACTUAL LOCATION O BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. '( \ CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE \ fir° \ `1P ♦ LO PRIOR TO STARTING WORK. \ ` tiNOTE B: \ Q N53 ♦ � CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO \10 � / �� ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING \ , % BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: �° ♦ MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, �� ,/��% ♦ ACTUAL IAND F TED EQUIPMENT LOCATION TO BE WITHIN ERS ADJA ENT HARDSCAPE A D OTHER OBSTACLES AND A MINIMUM OF8"OF TYP. Al 3 3/4 \ ♦ STREET LIGHT 20p \ Q�,�gS 214 Al 3 3/4" 2 [� x x ♦ �{ GOB♦ ��0 x j/ O NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE �+I , FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE NOTE: LOCATION AND INFORMATION, 10 TO 15 GPM 1-1/"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. REFER TO CANYON HILLS 25 TO 35 IGPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z �I GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF 1'-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O CURB IMPROVEMENT PLANS TRACT CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART IN NO INSTANCE SHALL PIPE 36118-PLANS BY SMP. SIZE EX EED DESIGNATED GPM RANGE. U SIDE WALK SCALE: 1' =10' Li Cn z O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER p COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES 09 o DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 x m O® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 O® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 x PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 N IF NOT ONE INCH ON IF THIS ONE INCH ON THIS PROJECTOR STRUCTURE WITHIN THE LIMITS OF x THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY t WATER/SEWER APPROVED BY, REV BY DATE REVISIONS APPR.DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT v,0020A. zlizz � 4 y,.Murphy qp STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS d a ASSISTANT GENERAL MANAGER DATE g �, �^ TRACT 36117 PA 1B NORTH IRT-4 -„_,6 ENGINEER NAME HERE R.C.E.XXXXX SUMMERS/MURPHY&PARTNERS, INC. # 'S EXP.X/X/XX 34197COASTHIGHWAY,SUITE200 IRRIGATION LAYOUT PLAN DEPARTMENT APPROVALS 4' 6-u-16 1F DANA POINT,CALIFORNIA 92629(949)443A44fi OF 40 SHTS mfgT oa. aP LANDSCAPE ARCHITECTS FILE NO. oFCFCAUF�� CONTACT INFO:LESLIE LEE-MI EMAIL Iiee@smpim.net 334 IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES: XX 1.-1 ),X - - LJj STREET LIGHT KEY MAP ♦ # Al c 40 5� 40011117xss Ai �o v,o / N,,, NOTE A: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, • \ Q�J I\11 \ r ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH \ TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE B: Q C�110 \ ` /� \\ Q�O� 2-4 Al CONTRACTOR SHALL ADJUSTALL HEADS AND AC R ACCOMMODATE ANY VERTICAL OBSTRUCTIONS REQUIREDPLINE AS THAT MAY OCCUR,INCLUDING J 3/4' BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING ` / \ WORK. NOTE C: NZP r \ MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, gvIN Nqa ` \ i ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES \ r \ TYP. \ \ \ CURB SIDE WALK \ \ 1\ J�4. ZOIQ \ Q. D.\1yf0 • ���t \ \ tA8 Al \ \ 7. A, 2.18 \ s Z3/4' s aea • NOTE: 0 TO 5 1 GPM 3/4'SCH.40 PVC PIPE 0 (P C� FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE NOTE: 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE LOCATION AND INFORMATION, 15 TO 25 IGPM 1-1/2"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. p G'� REFER TO CANYON HILLS 25 TO 35 IGPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF 1'-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. 0 CONTRACTOR SHALL S ALL LATERAL LINES PE CJ IMPROVEMENT PLANS TRACT f PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE 5` 36118-PLANS BY SMP. IZE EXCEED DESIGNATED GPM RANGE. SCALE �'=V 0 w MPG z O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES a RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER ` COORDINATE SYSTEM: xxx BAR IS ONE INCH ON FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH BAR IS ONE INCH ON DESCRIPTION:xxx ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES r ORIGINAL DRAWING THE REQUIREMENTS PRESCRIBED BY THE X DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 x m D® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF Is THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. BEFOR TWO WORKING DAYS E YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. g ELSINORE VALLEY MUNICIPAL WATER DISTRICT O U,ND SCApf, W~�p�Ny �cy AIR STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS O V `^ TRACT 361 17 PA 113 NORTH IRT-5 > a ASSISTANT GENERAL MANAGER DATE �g SUMMERS/MURPHY&PARTNERS, INC. e t_st_tp ENGINEER NAME HERE R.C.E.XX%Xx 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS /< * EXP.x/x/xx DANAPOINT,CALIFORNIA92829(949)443-1448 IRRIGATION LAYOUT PLAN OF 40 SHTS 'nj,�F LAND SCAPEARCHITECTS FILE NO. 0 3o OFCAUF CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpin—et 334 IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES. XX P.Z.: XX — — LL1 KEY MAP • • s 000 • ` �` �. STREET LIGHT • • tf141 FIRE HYDRANT EEC�R � • KKR 3�� � NS ,;; v 160 �� c .� • \ PLp,011� is� \ \ T \ _ G Arob NORTH vol \\ NOTE A: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. y1 - - \ CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE 3/4" SOAPS / � R PRIOR TO STARTING WORK. NOTE B: \'O �6o CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING 221 Al BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: \,O Al 114 MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ` PR 3 4, S-OAP \ ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS �° AND A MINIMUM OF 18'OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES P. 2.11 Al \ / OIw 3 3/4" \ Al 3.78 \ \ A2 A2 \ \ 3/4" SOAP f j 41-1 / b 00 see TO,O` \ � 2�o. � �GNP�1�1E ",Pop�\ • MP X x ' x / 2& r STREET LIGHT ICHART >O> NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE 10 TO 15 GPM 1-114"SCH.40 PVC PIPE NOTE: LOCATION AND INFORMATION, 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. z CURB REFER TO CANYON HILLS 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE O 1' n �.1 GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF -0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. \` IMPROVEMENT PLANS TRACT CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZINGCHART,IN NO INSTANCE SHALL PIPE U SIDE WALK 36118-PLANS BY SMP. SIZE EXCEEDDESIGNATED GPM RANGE. SCALE: P=10'SIDE LJ C/ � i z O 10 20 50 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON DESCRIPTION:xxx FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES ORIGINAL DRAWING ORIGINAL DRAWING r THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 z 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 p® � A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 x PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 435-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF mm is I THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. x TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT DSCgp4- AP STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o o IRT-6 ASSISTANT GENERAL MANAGER DATE TRACT 361 17, PA 1 B NORTH ENGINEER NAME HERE R.C.E.%XXXX SUMMERS/MURPHIG&PARTNERS, INC. 34107 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS ¢ * ExP.x/x/xx DANAPAND CALIFORNIA SCAPEAR2HI (949)44&1446 IRRIGATION LAYOUT PLAN OF 40 SHTS ">y LANDSCAPE ARCHITECTS FILE N0. � �OFCAUf llee@smpinc.net 3o CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee [ ENGINEERING WATER WASTEWATER I DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM I DATE: ISIVIP#742-371 RES: XX P.Z.: XX 334 IRR SITE W FIRE HYDRANT ' KEY MAP 1s ,, SHEES ART 9 S v�v �. ',✓'/ >1, ' LANE.S�� t MATCH 2.04 4 � t t Ln I� '\ MATCHLINE -SEE SHEET IRT-8 NTS. NOTE A: FIRE HYDRANT O _ _ ;1 \ BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, 1 ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 5\ Z t \ CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE 1 O! it I PRIOR TO STARTING WORK. TI r "p �i \ NOTE B: ID '�t 11 \ CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO \ ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING ! �}7 N 1 \ BUT NOT LIMITED.TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD � ,1 r , ', LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING 1 ZQ CIDD �t — \ WORK. r lL O ' — -- — -- '\ NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS \\\ \ AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES O i — i II m 0)) J.. STREET LIGHT D \ \ N70 11 Z I \ \\ P Vol 1a Ez \ r \ ? \ \ Al tam \ P O,('\$0 3/4" S-DRP \ \ x x P� 9 G p�r11 6 \ Vol 1l . CURB X SIDE WALK c)N, V� /,% PIPE IZIN a NOTE: Z • 0 TO 5 GPM 3l4"SCH.40 PVC PIPE j wl FOR P.O.C.AND CONTROLLER ( Q r I 1 5 TO 10 GPM 1"SCH.40 PVC PIPE LOCATION AND INFORMATION, J ' ' 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE qO IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. �I REFER TO CANYON HILLS d J 15 TO 35 GPM 2"SC S 40 PVC PVC PIPE yl GATED ENTRIES LANDSCAPE I ' �Tj,-�/ . • 6 25 TO 35 GPM 2'SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE Z ' `O NOTE: A MINIMUM OF 1'-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O IMPROVEMENT PLANS TRACT C� CONTRACTOR SHALL SIZE ALL LATERAL LINES PER N PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE 36118-PLANS BY SMP. ". • cG�S`" SIZE EXCEED DESIGNATED GPM RANGE. SCALE: 1"=W w STREET LIGHT a_ � MP z 0 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES x r THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 a° O® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 O® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 x PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS SHEET, ADJUST THIS SHEET, ADJUST THIS PROJECT. ATE: ENGINEER NAME HERE DATE TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY `= WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: E LS I N O R E VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICTzitz �pN0SO4Af o STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS O o ASSISTANT GENERAL MANAGER DATE W g � TRACT 3 61 17, PA 1 B NORTH I RT-7 ENGINEER NAME HERE R.C.E.xxxxx SUMMERSIMURPHY&PARTNERS, INC. n "31-18 34197 COAST HIGHWAY,SUITE 200 _ DEPARTMENT APPROVALS s * EXP.x/x/xx DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION LAYOUT PLAN OF 40 SHTS CA ?P CONTACT INFO:LESLIE LEE-MI ARCHITECTS EMAIL:Ilee t OF CAUF� FILE NO. llee@smpinc.net IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DAt>=: SMP#742-371 RES: XX P.Z.: xX — — w KEY MAP MATCHLINE -SEE SHEET IRT-9 FIRE HYDRANT fI I I • / 3 � po TREET LIGHT P r PLAN 2CR l Gp I PLAN LOT 189 �N 3 A' �~ 3B I P ,y 9a �p-T 190 LpT 188 2 I I <yN NORTH m 4Oj, gR / -S,FF n NOTE A: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. Z I 1 �p�'✓2 /IQ� CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 6 O NOTE B: / . CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD J 1 LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING I "^_...,,.� / //' ` WORK. . NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS ` AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. i 291 Al 5-OAp J/4' gG \\ • �J 11111L SIZING CHART NOTE: 0 TO 5 GPM 1 3/4"SCH.40 PVC PIPE J FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1°SCH.40 PVC PIPE NOTE: vtil • LOCATION AND INFORMATION, 10 TO 15 GPM 1-1/4'SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE pi CURB GREFER TO CANYUN HILLZ�ATED ENTRIES LANDSCAPE 25 TO 35 GPM 2'SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z NOTE: A MINIMUM OF 1'-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. 0 IMPROVEMENT PLANS TRACT CONTRACTOR SHALL SIZE ALL LATERAL LINES PER SIDE WALK 36118-PLANS BY SMP. SIZE EX I EE NG CHART NATED GPM RAN IN NO INITANCI SE ALL PIPE U SCALE r=1a LLI z O 10 20 50 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER 11 COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH ON o ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES r DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 O® RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 O® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (76-, 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF x � THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY r WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT rl9scgP AMP STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS O o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH IRT-8 0 Idt-10 ENGINEER NAME HERE R.C.E./X/XX 34197 COAST HIGHWAY,SUITE 200 IRRIGATION LAYOUT PLAN OF 40 SHTS DEPARTMENT APPROVALS -P * EXP.X X XX DANA POINT,CALIFORNIA 92629(949)443-1448 '?q — `P LANDSCAPE ARCHITECTS FILE NO. O OFCAOFV' CONTACT INFO:LESLIE LEE-MI EMAIL:Iles smpinc.net o � 334 IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES: XX P•Z•: XX — — W KEY MAP a , A t ' I b P §� NTrw. \ I NOTE A: REFER TO STREETSCAPES& \ I BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, SLOPES PLANS,TRACT 36117 Q� I I ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH 1 TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. PREPARED BY SMP �O �/ \ I I I CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE r \ I PRIOR TO STARTING WORK. O``O \ I O NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO �` ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING \ I 1 BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING \ I W WORK. \ I NOTE C: MAINLIE FOR CLARITY ONLY, PLAN 3AR PLAN 2B (0 ACTUAL MAINLINE NE AND RELATED EQUIPMENT D RELATED EQUIPMENT SHOWN LOOCATION TITHINIO NG BE WITHIN PLANTERS P 87 p LOT 89 LA LOT 88 I 1 N 1CR ((� AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES O II I 1 LOT y0 * TYP. r �_..... co Vol g5 \\ /V �O p � SNPP�RPG ■ ■ ■ ■ �■� ■ ■ Z 4 i too CURB STREET LIGHT i 00 ��, / / / • N�E� SIDE WALK $EE$ N MP yap `1 t PIPE SIZING CHART0 NOTE:w 0 TO 5 GPM 3/4"SCH.40 PVC PIPE l FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE b 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE NOTE: LOCATION AND INFORMATION, 15 TO 25 GPM 1-1/2"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. REFER TO CANYON HILLS 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z di GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF V-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O IMPROVEMENT PLANS TRACT CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE 36118-PLANS BY SMP. SIZE EXCEED DESIGNATED GPM RANGE. SCALE: '._'a W U) z O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES BAR IS ONE INCH ON RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER 2 COORDINATE SYSTEM: xxx BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES X e DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 x m O® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVDB8 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 is PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF N THIS SHEET, ADJUST THIS SHEET, ADJUST THIS PROJECT. TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY ATE. ENGINEER NAME HERE DATE SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT - ,1Dscgpf STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 113 NORTH IRT-9 gat-ie ENGINEER NAME HERE R.C.E.XXXXX DEPARTMENT APPROVALS 34197 COAST HIGHWAY,SUITE 200 DANA * * EXP.X/X/XX POINT,CALIFORNIA92629(949)4431446 IRRIGATION LAYOUT PLAN of 40 SHTS ''>q LANDSCAPE ARCHITECTS FILE NO. 0 o OFCAL%f CONTACT INFO:LESLIE LEE-MI EMAIL:oee@smpinc.net 334_IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHEC ED BY: LLM DATE: SMP#742-371 RES: XX P.Z.: XX - LJ..I KEY MAP e N f � . U co LU / i co Ly pB / J� a AN 3 UL0T A i —j <A9 2@ / �pl 2 R NORTH® NTS. / NOTE A: • * *Sao ,, <pT BUBBLERS9.?7q TY ONLY, ACTTUALLOCATION TOO BELWITHIN PLAN INES ARE SHOW ERN UBBLERS SHALL BE A GNWITHIN PAVING FOR IED WITH . . / TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE / A PRIOR TO STARTING WORK. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: 10 - / `�,\ MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS p AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES r93`'e / TYP. SIDEWALK / CURB <p 9ti� / T C / qT�y<�♦ s�q 9s R 8 / �pT ♦ 99 4k, G�v ` PIPE SIZI O 0 TO 5 GPM 3/4"SCH.40 PVC PIPE m r NOTE: 5TO 10 GPM 1"SCH.40 PVC PIPE NOTE: 3i �+I . 10 TO 15 IGPM yl FOR P.O.C.AND CONTROLLER 15 TO 25 GPM 1-112"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. LOCATION AND INFORMATION, 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACKZ FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE a R A MINIMUM OF 1'A"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O REFER TO CANYON HILLS CONTRACTOR SHALL SIZE ALL LATERAL LINES PE GATED ENTRIES LANDSCAPE PIPE SIZING CHART IN NO INSTANCES L PIPE I— IMPROVEMENT PLANS TRACT SIZE EXCEED DESIGNATED GPM RANGE. SCALE: 1"= 10" 36118-PLANS BY SMP. W (n Z O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES Q RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK BAR IS ONE INCH ON EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES DATE: XX.XX DESCRIPTION:xxx ORIGINAL DRAWING THE REQUIREMENTS PRESCRIBED BY THE ORIGINAL DRAWING MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 117 o m O® RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 D® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 s IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF JUST IR THIS SHEET, ADJUST )ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. x NI TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY € WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET N0. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT DSCAAF Jilin STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS 0 TRACT 361 1 7 PA 113 NORTH IRT-10 ASSISTANT GENERAL MANAGER DATESUMMERS/MURPHY&PARTNERS, INC. ENGINEER NAME HERE R.C.EX XXXXX X% OF 40 SHTS DEPARTMENT APPROVALS POINT,CALIFORNIA HIGHWAY,SUITE 2Oo # ��,a ; // DANAPANDSCAPEAR2HI (949)4431446 IRRIGATION LAYOUT PLAN n srq er �Rr LANDSCAPE ARCHITECTS FILE N0. 0 oOFCALIF"' CONTACT INFO:LESLIE LEE-MI EMAIL:Ile.@—pI--t 340 IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES: XX P.Z.: XX - - LJ.J KEY MAP REFER TO STREETSCAPES& SLOPES PLANS,TRACT 36117 PREPARED BY SMP NORTH ti W NTS. W pCgN , NOTE A: R ` / ACTUAL LOCATION L OCATION TO BE WITHIN PLANTER.BUBBLERS I THIN PAVING FOR CLARITY ONLY, o SHALL BE ALIGNED WITH ((� / TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 2 / CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. 2 NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO 11 A/ - / / ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING w / BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WOR NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, 016 ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS °-r AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYR / / / A / 3c CURB / SIDE WALK s A AO <A� <p�oSeR <�j�� *% q / aa1 Al 1 -v 3 3/4" ti ` X O�� X *41** vipF SIZING CHART �i FOR P.O.C.AND CONTROLLER 0 TO 5 GPM 3/4"SCH.40 PVC PIPE O 10 GPM 1"SCH.40 PVC PIPE ♦ IT—Too 05 GPM 1-1/4"SCH.40 PVC PIPE NOTE: LOCATION AND INFORMATION, ,ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. 15 TO 25 GPM 2"5C SCH. V PVC PIPE REFER TO CANYON HILLS 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z pl GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF V-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O IMPROVEMENT PLANS TRACT CON CTOR SHALL SIZE ALL LATERAL LINES ER 36118-PLANS BY SMP. PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. SCALE; 'P U W E z O 10 20 30 40 Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES BAR IS ONE INCH ON RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES o THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760- 436-8404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF 12 is 11 THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: E LS I N O R E VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICTpso4r ' STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE �� TRACT 3 61 1 7, PA 113 NORTH I RT-1 1 SUMMERS/MURPHY&PARTNERS 1-31_18 ENGINEER NAME HERE R.G.E.XXXXX , INC. EXP.X/X/X% 34197 COAST HIGHWAY.SUITE 200 IRRIGATION LAYOUT PLAN OF 40 SHTS DEPARTMENT APPROVALS # 9-y-18 �F DANA POINT,CALIFORNIA 92629(949)443-1446 ''>� o� �P LANDSCAPE ARCHITECTS FILE NO. o �OFCALIF� CONTACT INFO:LESLIE LEE-MI EMAIL:llee@smpinc.net IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-371 RES: Xx P.Z.: xx - - LLJ KEY MAP r STREET LIGHT I LIMIT OF WORK P \ � LAN 3 LOT113 �. Vol�12 v ,.. ......... ;= LOS AAA NORM `0��'� NOTE A: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE \ \ PRIOR TO STARTING WORK. \ \ NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: J /f // MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS \\ O� % j AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES �l �f 10 At 436 al co A2 895 vv ,'0� v a� Nd�a c t 10-1 C NVId f CURB SIDE WALK �yC a \\ y \ X GUTTER 6�L�� \ X X pF� ____ -,,• WORKmph siLNG CHART - -- F Fsy r' L. NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE FOR P.O.C.AND CONTROLLER 5 TO 1D GPM 1"SCH.40 PVC PIPE NOTE: 10 TO 15 GPM 1-1/4"SCH.40 PVC PIPE yfI LOCATION AND INFORMATION, 15 To 25 GPM 1-1/2"SCH.40 PVC PIPE ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. REFER TO CANYON HILLS 25 TO 35 jupm 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE Z pI y3 GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF 1'-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. O IMPROVEMENT PLANS TRACT CONTRACTOR SHALL SIZE ALL LATERAL LINES PER 3611 B-PLANS BY SMP. PIPE SIZING CHART IN NO INSTANCE SHALL PIPE SIZE EX EED DESIGNATED GPM RANGE. SCALE: 1'=la LLd Cn z O 10 20 50 40 Underground Service Alert VERIFY SCALES VERIFY SCALES BASIS OF BEARING RIVERSIDE COUNTY BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON I CERTIFY THAT THE DESIGN OF THE BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES X r THE REQUIREMENTS PRESCRIBED BY THE DATE: XXXXX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 x m PPROVED BY: DESCRIPTION: XXXXX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 X a IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF x wl THIS SHEET, ADJUST ATE: - ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. X TWO WO IE WATER/SEWER APPROVED BY: REV DIG REV BY DATE ACCORDINGLY REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY. SCALES ACCORDINGLYIOR A Y C A p T o ELSINORE VALLEY MUNICIPAL WATER DISTRICT , ELSINORE VALLEY MUNICIPAL WATER DISTRICT RICT SHEET N0. Q 1pNDSC4p4, - y,4 �u. 4,���s STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS �^ TRACT 361 1 7, PA 1 B NORTH IRT-12 p ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. a ENGINEER NAME HERE R.C.E. XXXXX Rene,rol ome EXP.X X XX 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS « c-n-i6 ■ DANAPOINT,CALIFORNIA92629(949)443�1448 IRRIGATION LAYOUT PLAN OF 40 SHTS `'> r LANDSCAPE ARCHITECTS OF CALIF FILE N0. o CONTACT INFO:LESLIE LEE-MI EMAIL:IleeQsmpinc.net 334 IRR SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY:LLM DATE: SMP#742-371 RES: XX P.Z.: XX — — LJJ KEY MAP � k I W ti^ i % .: W y� W + Z I � J _.. NOFM �Z/+ NTB. i•� Al NOTE A: C s-W J/4' % l ,r 1 S�w BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, C /4 ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH T-&IB 3/4 �IS/� TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. F CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. L LAN IR J� �T'? NOTE B: 106 CONTRACTOR SHALL ADJUST ALL HEADS AND DRIPLINE AS REQUIRED TO O =^rye \ ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT POLES,FIRE HYDRANTS,ETC.VERIFY ALL HEAD Q� Al 2 LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING Q 3/P 5-�W WORK. v NOTE C: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, /o ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18"OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. MATCHLINE -SEE SHEET IRT-11A, Al 5163 SIDE WALK CURB GUTTER STREET LIGHT 5.47 Al LAN 3R OT 126 PLAN 2 1 l PLAN 1 R Wn, om LOT 125 i LOT 124 I \ �� \ X 2 y/y S-aw I 5 If'�(7 1 X aae Al I Al a01 I %POD 123 \ \ X UJI 3/4• --- II 2/4 S-OIOP I s Al aae -._. -- W O NOTE: 0 TO 5 GPM 3/4"SCH.40 PVC PIPE I FOR P.O.C.AND CONTROLLER 5 TO 10 GPM 1"SCH.40 PVC PIPE I- I / LOCATION AND INFORMATION, 15 TO 25 GPM 1 1/2"SCH.40 PVC PIPE A40 PVC PE LL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. REFER TO CANYON HILLS 25 TO 35 GPM 2"SCH.40 PVC PIPE SETBACK FROM FRONT EDGE OF CURB OR SIDEWALK.EACH VALVE BOX IS TO BE z cc GATED ENTRIES LANDSCAPE NOTE: A MINIMUM OF 1'-0"FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. 0 IMPROVEMENT PLANS TRACT CONTRACTOR SHALL AL E ALL LATER LINES PE -- PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE 3611 S-PLANS BY SMP. o SIZE EXCEED DESIGNATED GPM RANGE. w V LIMIT OF WORK SCALE 1'=10' E (n z O 10 20 30 40 o Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER DEVELOPER P COORDINATE SYSTEM: xxz BAR IS ONE INCH ON BAR IS ONE INCH ON WI ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE TH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES r DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 X i RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 0® 1 X m PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 435-8404 u IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF 2I THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. x TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY r WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT v,NoscApf AMP STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o TRACT 36117 PA 1B NORTH IRT-13 o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. eg 7I. ENGINEER NAME HERE R.C.E.XX%%% 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS B P EXP.X/X/XX DANAPOINT,CALIFORNIA SCAPEARCHI (949)443-1446 IRRIGATION LAYOUTPLAN OF 40 SHTS n � LANDSCAPE ARCHITECTS (.� C'1 OF CALIF FILE NO. o CONTACT INFO-LESLIE LEE-MI EMAIL:IIee�smpinc.net 334 IRR SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE SMP#742-371 RES: XX P.Z.: XX — — LLB IRRIGATION MATERIAL LEGEND Tract 1BFYT PLAN IRRIGATION NOTES SHEET/ 8/1/2016 DETAIL SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI MAXIMUM APPLIED WATER ALLOWANCE: 1. ALL LOCAL MUNICIPAL AND STATE LAWS,RULES AND REGULATIONS TOTAL MAWA=(Efo)(0.62)r(0.55 z LA)+(0.45 x SLA)] GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE TREE BUBBLERS : Eta factor ETAF AREA 14,654 Gx" HEREBY INCORPORATED INTO AND MADE A PART OF THESE LA 57.3 0.82 a.66 Tao 14,e54 20 IIIv), SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY O RAIN BIRD REDS-B-1401 DEEP ROOT WATERING SYSTEM WITH 1401 0.25 GPM BUBBLER NOZZLE, .25(0.5) 30 sw s7.a a.s2 0.0 a = o THE CONTRACTOR. EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE,PLACE BUBBLERS AT EDGE OF --- 2. THE ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES,STRUCTURES AND SERVICES BEFORE COMMENCING TOTAL ESTIMATED APPLIED WATER USED: 8,671 Gatnr WORK.THE LOCATIONS OF UTILITIES,STRUCTURES AND SERVICES �+ TOTAL EAWU=(Eto x 0.62)x RHA x PF)#E)+SLA1J 1P ccuyr SHOWN IN THESE PLANS ARE APPROXIMATE ONLY.ANY ON-GRADE DRIP - SHRUB AREAS DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD Percentage of MAWA used: ea% CONDITIONS SHALL BE REPORTED TO TH E OWNER'S J NN RAIN BIRD XFD-06-18 DRIP TUBING W/0.6 GPH EMITTERS 18"ON CENTER,INSTALL TUBING ROWS A MAXIMUM OF 16-18"APART IN PLANTING Calculafiona: REPRESENTATIVE. AREAS.ALL TUBING SHALL BE INSTALLED ON GRADE WITH 3"BARK MULCH COVER AND 9"WIRE STAKES FIVE(5)FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK.INSTALL PER MANUFACTURERS SPECIFICATIONS. Hydro one#1(Law Waterua shrub-Ddp) (HA) (PF) (S") - 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR RAIN BIRD FITTINGS WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING INSTALL PER MANUFACTURERS SPECIFICATIONS. t 5ia os2 Ix[t 859 oat x Boa )+ 0 8,571 Gets. ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING PLO INSERT FITTINGS INSTALL PER MANUFACTURERS SPECIFICATIONS. Hydro...#2(Dry at...Bed) (HA) (PF) (SLA) REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE ( 573 x 0,62 )xD 91 1 x ° 1+ o = o Gal./W BEGINNING WORK. INSTALL A MIDCAP AS FLUSH CAP AT LOW POINTS OF DRIPLINE OR PCV MANIFOLD LINE,INSTALL FLUSH VALVE INSIDE A SEPARATE L RAIN BIRD 5. THIS DESIGN IS DIAGRAMMATIC.ALL EQUIPMENT SHOWN IN PAVED VALVE BOX,ONE AT THE END OF TUBING RUNS IN EACH DIRECTION.INSTALL MIN.ONE FLUSH VALVE PER 1000'OF TUBING IN EACH AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED DIRECTION ON DRIPLINE FLUSH MANIFOLD.INSTALL 18"FROM PAVING.INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S Tract 1 B FYT PLAN 2 WITHIN PLANTING AREAS. SPECIFICATIONS.PROVIDE A 18"LOOP TO TUBING.(MIN.(1)REQUIRED PER SYSTEM-LOCATE BEST LOCATION IN FIELD) 8112016 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT K ® RAIN BIRD ARVO5 IR 0 ANACUUM RELIEF VALVE INSTALLED WITH AXFD-TFA-075 COMBINATION TEE AND A 3/4"X 1/2"REDUCER BUSHING,INSTALL AIR MAXIMUM APPLIED WATER ALLOWANCE: AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT RELIEF ASSEMBLY VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA.MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN TOTAL MAWA=(Ef)(0.64rr0.55x LA)+(0.45x SLAY UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME UNDULATING AREAS,VERIFY QUANTITY PRIOR TO STARTING WORK,INSTALL VALVE BOX 18"FROM PAVING AND AT HIGH POINTS OF Eto rector ETAF AREA ll,W7 Gat.7yr THESE PLANS WERE PREPARED.ANY SUCH CONDITIONS SHALL BE PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. (MIN.(1)REQUIRED PER SYSTEM LA 57.3 0.62 0.65 592 11,567 15 ooyrp BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE -LOCATE BEST LOCATION IN FIELD) SLA 57.3 0.62 0.45 o = o PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED G,E ® P.O.C. 3/4"DOMESTIC WATER METER FOR FUTURE RESIDENCE,EXISTING PER CIVIL DRAWINGS NECESSARY BY THE OWNER. D WILKINS 500HLR 1.25"PRESSURE REGULATOR(REQUIRED IF HOUSE PRESSURE EXCEEDS SSPSI) TOTAL ESTIMATED APPLIED WATER USED: 6,763 GaLNr 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND TOTAL EAWU=(EM x Oe2)x l(HA x PFAE)+SLA)] 9 -1, SPECIFICATIONS.CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY,COUNTY AND STATE REQUIREMENTS FOR A ■ CHAMPION 262 ATMOSPHERIC VACUUM BREAKER.INSTALL 12"ABOVE GROUND AT TOP OF SLOPE Percentage of MAWA ured: 58% BOTH EQUIPMENT AND INSTALLATION. Cakulationa 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC C ® RAIN BIRD 100-PEB 1"NORMALLY CLOSED MASTER CONTROL VALVE. Hydro-.M(Low Water uaa Shrub-Dap) (Ha) (PF) ISLA) CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S ( ra 0. d.a1 62 Ix[( 514 s.763 GW.Nr AUTHORIZED REPRESENTATIVE. x M RAIN BIRD (FLOW VALVE RANGE 0.2-5.0 GPM)-XACZ-075-PRF(3/4"VALVE)(FLOW VALVE RANGE 3.0-15.0 GPM)-XACZ-100-PRF(V VALVE)PLASTIC 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM TYPE CONTROL ANTI-SIPHON VALVE,WITH PRESSURE REGULATOR.INSTALL ON THE DOWNSTREAM SIDE OF EACH DRIP RCV 12" Hydro.one#2(Dry stream Bed) (HA) (PF) (SLA) CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE.LABEL SPARE WIRES AT BOTH ABOVE FINISH GRADE.INSTALL VALVES AWAY FROM VIEW. ( 573 x osz )xl( 7e 1 x o )+ o o G&N, ENDS. N • RAIN BIRD (0.2-22.0 GPM)075-ASVF 3/4"REMOTE CONTROL VALVE.INSTALL RCV 12"ABOVE FINISH GRADE.INSTALL VALVES AWAY FROM VIEW. 10, ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE Tract 1 B FYT CORNER LOT Tract 1 B FYT PLAN 3 THE DIAMETER OF THE PIPE CARRIED.SEE LEGEND FOR TYPE.ALL H ®® RAIN BIRD RAIN BIRD ESP4SMTE INDOOR MOUNTED IRRIGATION CONTROLLER,W/MODULES TO PROVIDE REQ.STATION QUANTITY a/vzols ervzols WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH.ALL SLEEVES INCLUDE A RAIN BIRD WIRELESS. INSTALL NO FARTHER FROM CONTROLLER THAN 800'FT FROM CONTROLLER. WIRELESS MAXIMUM APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALLOWANCE TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SOLAR SYNC TO BE INSTALLED ON EVE WITH SOUTH OR WEST EXPOSURE AND FREE FROM ANY OBSTRUCTIONS SUCH AS TOTAL MAWA=Efo 0.62((055x LA)+(0.A5x SLA)] TOTAL M4WA=(Eto)(0,Oyf(B55 x LA)+(0.45 x SLAY SLEEVING DETAILS.SLEEVES TO EXTEND AT LEAST 12"PAST THE TREES,BUILDING,ETC. INSTALL PER MANUFACTURERS SPECIFICATIONS.CONTROLLER'S'TO BE LOCATED AT LOT 2.USE 14 FEW rector ETAF AREA 17,800 Gsf.m Eto favor ETAF AREA 10,629 GaIN, EDGE OF THE PAVING. AWG WIRES TO TEMPORARY CONTROLLER LOCATION.WIRES TO BE REMOVED AFTER BUILDING BUILD OUT. LA s7.a 0.6z o.. s11 • 17,8ao u °crryr LA 57.3 o.az o.55 su = 1o,eze 14 °crryr P ® RAIN BIRD SENSOR AND MODULE,MOUNT SENSOR TO EAVE OF ROOF IN FULL SUN EXPOSURE AND WIRE TO SYNC MODULE. sLa 57.3 0.62 0.45 0 = o SLA 57.3 0.62 o.sa o = 0 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR WIRE MODULE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION GROUND COVER AREAS WHERE POSSIBLE.ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. m N/A 120 VOLT ELECTRICAL POWER,PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD 636e INSTALL ALL REMOTE CONTROL VALVES WITHIN 18"OF HARDSCAPE. TOTAL ESTIMATED APPLIED WATER USED: 9.905 GaI.M TOTAL ESTIMATED APPLIED WATER USED: Gales I AS APPROVED PVC PIPE 3/4"-2"SCH.40 AS LATERAL LINES 12"BELOW GRADE TOTAL EAWU=(Eto x 0.62)x((HA x PFyIE)+SLA)J c,,/y: 13 y TOTAL EAWU=(0ox0.62)x((HA x PF)IIE)+SLA)] 9 dcHyT 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE,SCREEN AND I --- AS APPROVED PVC PIPE 11/4"SCH.40 AS MAINLINES 18"BELOW GRADE ARCS SHOWN ON THE PLANS.ALL HEADS ARE TO BE ADJUSTED TO Percemage of MAWAuad: 0% Percentage,of MAWAuad: eo% PREVENT OVERSPRAY ONTO BUILDINGS,WALLS,FENCES AND F _____ AS APPROVED PVC PIPE SCH.40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED Cakulationa: calculations: HARDSCAPE.THIS INCLUDES,BUT NOT LIMITED TO,ADJUSTMENT OF PLACE BELOW ALL PAVING,HARDSCAPE,ETC.,AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. DIFFUSER PIN OR ADJUSTMENT SCREW,REPLACEMENT OF al Waterute Shrub-Dap) (HA) (PF) (SLA) Hydrozone#1(Low Water Ua Shrub-Dap) (HA) (PF) (SLU PRESSURE COMPENSATING SCREENS,REPLACEMENT OF NOZZLES I,F NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) Hyaro:one (Low ( 570 osz )xh 745 oa 1+ o aso3 cnr s73 osz .4 03 )+ D Gatnr WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF x m. ( x )xa x = saes B NO SYMBOL 3M DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS ° oei NOZZLES WITH ADJUSTABLE ARC UNITS.e1 x Hydra-re#2(Dry Stream Bad) (HA) (PF) (SLA) Hydroaone 92(Dry Stream Bed) (HA) (PEI (SLA) 13. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES ( s7a x osz )x[( lee 1 x o I. o = o Gal.nr ( 573 x osz )xIl 80 1 x ° )+ o = o Ger.nr FOR GROUNDING MANUFACTURE S7HE PECIIFIICATIIONS.SUMMERS I MURPHY&CONTROLLER AND RELATED ENT PER PARTNERS INC.RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY,AND NECESSARY ADJUSTMENTS MADE TYPICAL IRRIGATION SCHEDULE-ESTABLISHMENT PEAiS16fl: D7Or1f118 I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION TO COMPLY WITH MANUFACTURER SPECIFICATIONS. SYSTEM CALLOUT STARLING TR18fRON7 YARD 7YPICALS JAN FES MAR APR MAv J481 ,BLL 4Ud: Sty rJCT trov DEC Tooc PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND VALVE NUMBER Inal ING TRtI YARD T 1 30 2.iD ago s4o 790 _ s.za 6: 400 ts0 130 57.m WATER EFFICIENT LANDSCAPE REGULATIONS,I HAVE PREPARED THIS PLAN POC:IOon 21111: 1 ETorDay1 0,04 ow. 0.14 a15 0,25 0.29 ¢. a31 o1s a,a 0. 021 IN COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL XX XX_ sANaax 2 3 3 3 4 4 4 -4 4 3 3 2 AND AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING Landscape Maintenance Schedule G p M -Type AKc Prasta [E ICONSTRUCTION DOCUMENTS. CERTIFY THAT THE PLAN IMPLEMENTS i)landscapes shall be maintained to ensure water efficiency.A regular XX XX-VALVE TYPE sbrata THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. maintenance schedule shall include but not limited to checking,adjusting,cleaning Wore par, 1 0 5 0,43 1 a€1 1 12E 151 1 07.1 $$,2 1 3a4 1 43.2 399 1 821 291 1&0 1 12.7 126 Nun,Day VALVE SIZE 1 sty..of valves Taal Fun Tines 13 16 27 3s' 38 43 40 32 JB 26 13 13 T al M1 Ilosy and repairing equipment;resetting the automatic controller,aerating and detaching X Tres tort areas;replenishing mulch;fertilizing;pruning;and weeding in all landscape X Stibaays as 3 g.75 zo 23 42 66 59 67 62 5-D 46 4 2a 20 n�aroay WATER CONSERVATION NOTES areas. 1 Uty.of Valves Total Run Tines 2 2 4 6 fi 7 6 '.6 5 # 2 ? Total MlntDdY 2)Repair of irrigation equipment shall be done with the originally sp-Med materials --. - -- THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL or their approved equivalents. Ttalva1wa 2 TOTAL RUN TIMES IHRS} 02 oS 05 0. 07 o.s oa a6 0.6 D;6 ti.2_O.z BE EMPLOYED IN THIS PROJECT: JAN FEB MAR APR MAY JUN JUL AUG SEP QffNtN DEC • WATER CONSERVING PLANTS,AND PLANTS NATIVE TO HOT,DRY Operation and Maintenance Manuals: -- ----- -- - --- - - - r-- ! -- SUMMERS,UTILIZED IN 95%OF THE TOTAL PLANT AREA. Prepare and deliver to the OWNER'S Representative,prior to the start of TYPICAL IRRIGATION SCHEDULE-ESTABLISHED LANDSCAPE maintenance,all required and necessary descriptive material in STARLING TR 1B'FRONT YARD 7YPICALS JAN FEB MAR_ APR MAY JUN JUL AUG 81BP OCT Nov DEC Total • IRRIGATION ZONES SEPERATED BY PLANT MATERIAL. complete detail and sufficient quantity,properly prepared in four -- -- individually bound copies.Describe the material installed in sufficient Q ETolblo 130 110 420 540 7.DD alw $2D s:6D 40o q9q 13° 9Y30 PIPE SIZING CHART POCI Cod eta 0 ETo/oay o04 ¢oH at4 a1s Des azs a2a D:F1 Dia ens o w a o4 • USE OF HYDROZONES WITH PLANTS GROUPED BASED UPON detail to permit qualified operating personnel[o understand,operate j 1. TYPICAL :DaysfWeek 2 2 2 z 2 2 2 2 2 2 z z AMOUNT OF WATER NEEDED TO SUSTAIN THEM, and maintain all equipment.Each manual shall include the following: -90 TO 5 GPM 3/4"SCH 40 PVC PIPE Atcc Pr Rate I 1E. shrub • SOIL AMENDMENTS UTILIZED TO IMPROVE WATER HOLDING L Index sheet Indicating the Contractor's name,address and z 0 5 TO 10 GPM 1"SCH 40 PVC PIPE infine sa r p 0A 0,43 & 1 WI tag: 327 43:a s1 5 . I 63s St 3 4s.e al-1 1aa 101 Min/Day telephone number,fax number and e-mail address. 1 10 TO 15 GPM 1-1/4"SCH 40 PVC PIPE 1 Ory,:or Valves Twat Rah.7lmes 40 1a 38 43 61 69 64 51 47 31 15 10 Total Min, Day. CAPACITY OF SOIL. O n 15 TO 25 GPM 1-1/2"SCH 40 PVC PIPE Tree • AUTOMATIC IRRIGATION SYSTEM ADJUSTED SEASONALLY AND ii.Duration of guarantee period with guarantee forms. f- >�bd[era a4 3 075 1.6 2.6 51Lo.$- $5 1a.7 99 as 7-2 Cs za 1 B MWDay WITH WATERING HOURS BETWEEN 9:00 P.M.AND 9:00 A.M. o THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 1 oty of Valves Tsral Rna Ten ae 2 3 5 10 It t0 6 7 6 2 2 Total Mln/Da. w !1 NOTE: iii.List of equipment with names and addresses of manufacturer's ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO • IRRIGATION SYSTEM DESIGNED TO WATER DIFFERENT AREAS •• CONTRACTOR SHALL SIZE ALL LATERAL LINES PER _ __ local representatives. VARYING SITE CONDITIONS. CONTRACTOR SHALL To{el valves z TOTAL RONRMEs{HRSj o.2 as 0.6 1.z +a 1z t.o o s b s 0.3 0z OF THE LANDSCAPE BASED ON WATERING NEED.PIPESIZING CHART,IN NO INSTANCE SHALL PIPE ADJUST RUN TIMES AS REQUIRED TO PROVIDE (nSIZE EXCEED DESIGNATED GPM RANGE. APPROPRIATE WATER FOR EACH VALVE CIRCUIT. -- JAN. FEB MAR 1AAY aUN JUL At1G s� saci Nov DEC • RECOMMENDATIONS GIVEN FOR ANNUAL IRRIGATION SCHEDULE. iv.Complete operating and maintenance instructions on all major equipment. z Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES ° BAR IS ONE INCH ON RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER ` COORDINATE SYSTEM: xxx BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES X r DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 X i RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 0® 1 X PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 a IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF X THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY t WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT v,HoscAA zttz � aMMy4k�.� STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE re " SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 1 7, PA 113 NORTH STARLING ID 1 q Tat-1e ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HfGHWAV,SUITE 200 IRRIGATION LEGEND/CALLS OF 40 SHTS DEPARTMENT APPROVALS ix ­1fF EXP.X�X�XX DANA POINT,CALIFORNIA 92629(949)443-1446 dy,Tf I­ mar LANDSCAPE ARCHITECTS FILE NO. 0 3 'ICALtT CONTACT INFO:LESLIE LEE-MI EMAIL:llee@smpino.net 334 ID FYT z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX - - LJi FINISHED GRADE IN TURF AREAS M�q M� PRESSURE SUPPLY LINE TO HOUSE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN UVR PVC SCH.80 THREADED 90' ( COVER,USE STAINLESS BOLT,NUT,AND WASHER. SFF ST AL PRESSURE SUPPLY LINE TO ATMOSPHERIC VACUUM BREAKER PpE ND)F V $f VIe1- IRRIGATION SYSTEM EDGE.BOX EAT BREDATRIGHTANGLE TO HARDSCAPE F 'R EDGE.HEAT BRAND"PRV"ONTO LID. 59 �/ b) ROT F$ TEE FITTING INSTALLED BY PLUMBER � �p�E PRESSURE REGULATOR,SEE LEGEND FOR SPECIFICATION TWO PVC ELLS AS REQUIRED(TYP). T •\/ /// \ �I" // /\/ /\\%\\/\ '- T " FINISHED GRADE BURIED TAS SHOWN ON PLANS T PVC MIN.12" HIGHEST BOVE ® 9 ' •�III IN SHRUB AREAS T \ A- \ SLOPE 0 TLET / 3 / /\\\\\ - NIPPLE, MIN.,2 RED. FINISH GRADE ANGLE VALVE,SEE PVC SCH 40 SLIP LEGEND FOR SPECS I I- MASTER CONTROL COUPLING,2 REQ. — I I—III—I DRISPLICE _ T w6(F �P� E51 Oplp \/ VALVE 2'MIN. PVC MAINLINE TO VALVES I -III—III—I,1 / L CONNECTIONS I _ �R ��I�� uNF �� VALVE BOX I I I I-I I I-I I I-I l( �p,PVO�,((p�t SCH.80 PVC NIPPLE TPY. BRICK SUPPORTS(FOUR TOTAL) — (I—III—III—I Ilk( p gGAP1E � NIL`' B // SCH.80 PVC UNION 3/4'ROCK,3 CUBIC FT. MIN.H ABOVE - I _ _ _ _ Tlp) VO ( V / IRRIGATION MAINLINE, FINISH GRADE (—III-I ¢� \//// SEE SPECS. BRASS NIPPLE LANDSCAPE FABRIC _ MANp Yyw( ) k QRIpIIpF QQ PVC MALE ADAPTER TYP. BRASS UNION TYP. PVC SCH.80 III—III— I— I—III—I I III—III—III-I I(- NOTES: RMpRFS PRESSURE SUPPLY LINE PVC MAINLINE FROM P.O.C. AS R EQ,LENGTH I I I I I( PVC LATERAL LINE DG,, I- 1.SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS FOR ALL DIMENSIONS FROM METER TO HEADSR PVC LATE 2.ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS INSTALL CONTROL RAL LINE AND LATERAL AND INLINE SPACING PRESSURE REGULATOR(IF REQUIRED) NOTE:PRESSURE REGULATOR REQUIRED IF HOUSE STATIC PRESSURE IS ABOVE 85 PSI. CONTRACTOR SHALL PROVIDE PRESSURE A MINIMUM OF ONE FOOT APART IN SHRUB AREAS TO AVB SPECIFICATIONS.USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL REGULATOR ONLY IF STATIC PRESSURE EXCEEDS 85 PSI UNLESS OTHERWISE NOTE NOTED. SWING CHECK VALVE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF NOTE: 3. IF DRIP TUBING HAS BEEN HAND DUG IN,STAKE DRIPLINE AT 4'O.C. THE PRESSURE REGULATOR ASSEMBLY. ALL THREADED CONNECTIONS TO HAVE PVC SCH.40 SxT FITTINGS(TYP.) AND AS NECESSARY TO INSURE SECURITY T BELOW GRADE.IF DRIP TUBING HAS BEEN PLOWED IN,NO STAKING IS NECESSARY. TEFLON TAPE OR PASTE. 9"JUTE WIRE STAPLE,INSTALL TO HOLD DOWN TUBING,5 FEET ON CENTER ALONG LENGTH OF TUBING �—I 1/2'SCH 40 PVC THREADED TEE FITTING G PRIVATE LOT P.O.C. D PRESSURE REGULATOR A ATMOSPHERIC VACUUM BREAKER III—III—III—�I—III—III—III—III—I�I—II 3" BARK MULCH WITHTWORB MALE ADAPTERS 2'I X i7mm BARB MALE ADAPTERS III=1 I I I—I I—III—I I—I I1—III—III—III—III_ 2'OF SOIL TO COMPLETELY -III—III— I—III—III—II~_III—_III— I Z' COVER THE DRIP TUBING 11-III-11 II-III-11 III—III-11 DRIP TUBING LANDSCAPE DRIP LINE, 17—OUTSIDE DIAMETER LOW VOLTAGE WIRES,3 MAXIMUM FINISH GRADE MAINLINE TO RCVS WIRES PASS THROUGH GROOVES IN FINISHED GRADE OF AMENDED SOIL CONTROLLER �—CLOSET BAALL AFTER LID WI CLOSE I I—I�I—III I I—I�I—III I I—III—III �AMMENDED sotL' rvorE:ALL INTERIOR col4Dulrs III III—III II III—III III III—III 11 BRING SOIL LEVEL AND J-BOXES SHALL BE STEEL RAIN SENSOR —IIZ CLOSE TUBE UDAFTER WIRE II—III—III II—III—III II—III—III T041/2"BELOW S INSERTED INTO TUBE _ _ I— FINISHED GRADE SCH 21T,TAREPVC DEDPLE BOTH END(MUM 1'CONDUIT,SWEEP AND J-BOX III -III—III III III=III III _III=III II PRIOR TO DRIP LENGTH,THREAOEO BOTH END$ FOR ELECTRICAL POWER SUPPLY CONTROLLER ------ TUBING INSTALLATION AMENDED SITE SOIL,SEE PLANTING PLANS I AND SOILS REPORT POLY TUBE PRE-FILLED WITH WIRE STAKE 12" 1 314'CONDUIT FOR WEATHER SENSOR ELECTRICAL POWER �It- MASTER CONTROL VALVE wATERPROOF GEL KING BROTHERS INDUSTRIES FLEXIBLE I LJ NIPPLE,112'XB",WITH FNPTXMNPT BUILDING WALL II `AS PER LANDSCAPE DRAWINGS AND SOILS REPORT THREADED ENDS BY OTHERS II 2'CONDUIT FOR RCV WI RES, LOCK TABS PREVENT WIRE REMOVAL RECOMMENDED INSTALLATION: SCH40 PVC$X HEADER TEE FIRING, II Sq^ MCV WIRES AND FS WIRES ONCECONNECTORISINSERTED TONSURE EVEN PARALLEL AND LEVEL TUBING ROWS IT IS RECOMMENDED THAT SIZE:HEADER HEADER 1l2" 3/4"STEEL CONDUIT TO i i 1 1/4'CONDUIT FOR GROUND WIRE 3/4'WATER METER THE SOIL LEVEL IN THE PLANTER AREAS BE BROUGHT S A ED BELOW FINISHED SOLAR svrvc I I SCOTCHUDK ELECTRICAL SPRING GRADE INSTALLATION FTHET BIN AS PER THE LANDSCAPED DRAWINGS PRIOR PVC HEADER LINE,SUPPLY OR DISCHARGE II CONDUIT SUPPORTS,12"O.C. CONNECTOR.WIRES SHALL BE TO THE INSTALLATION OF THE TUBING. WEATHER- PRESTRIPPED OF IQ'TO IN THE PROOFS I JUNCTION BOX,SIZE PER CONDUIT SERVICE TO HOUSE INSULATION PRIOR TO INSERTION INSTALL TUBING AS INDICATED ON THESE DRAWINGS AND SECURE TO GRADE USING SECTION VIEW-N.T.S. JUNCTION BOX II IN TO THE CONNECTION.TWIST WIRE HOOP STAKES AT 5 FEET ON CENTER SPACING. 12 FLOOR OF BUILDING,BY OTHERS CONNECTOR ONTO WIRES TO SEAT FIRMLY. :NOTE NOTE: BACKFILL FINAL 2"OF SOIL OVER THE TUBING AFTER INSTALLATION OF THE TUBING ' ��''"� - NOTES: scorcHLOK CONNECTOR AND WIRES TUBING INSTALLED IN PARALLEL ROWS,SPACING AS INDICATED ON THE LEGEND. -.':'��'`;':..'' DETAIL SHOWS FRONT VIEW PVC VERIFY WATER METER LOCATION AS SHOWN ON THE CIVIL DRAWINGS INSERTED INTO TUBE UNTIL THE CONDUIT >�•'A'".• ,•''• ~'' • OF AND CONNECTOR PASSES LOCK TABS VIEW EXAMPLE OF A WALL STUB OFF HOUSE SUPPLY FOR IRRIGATION SYSTEM.PROVIDE A BALL VALVE _ 0 AND SWEEP EXTENDCONDUITAMIN.OF12' PENETRATION.EACH CONDUIT REMOTE CONTROL VALVE SIZE TO MATCH TO ISOLATE THE SYSTEM. (SEE IRRIGATION LEGEND INTERIOR FROM THE EDGE OF BUILDING REQUIRES A AND RI THE FOR CONFIGURATION) INTERIOR AND EXTERIOR OF ELECTRICAL POC SHALL BE A 120 VOLT 15 AMP SERVICE DEDICATED TO THE AV THE BUILDING. IRRIGATION CONTROLLER AND INSTALLED BY THE ELECTRICAL CONTRACTOR NOTE:WIRE CONNECTOR SHALL BE A 3M OBV DIRECT BURY SPLICE KIT. DOWN B" CONTROLLER SHALL BE MOUNTED WITHIN RESIDENCE GARAGE,SEE DETAIL KIT SHALL INCLUDE ASCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND SLOW ACUUM RELIEF VALVE WATERPROOF SEALING GEL.TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. S(PLUMBED TO DRIPLINE WIRES.LARGER WIRES OR GREATER QUANTITIES OF WIRES REQUIRE A RAIN SENSOR SHALL BE MOUNTED ON EAVE OF RESIDENCE ROOF,SEE DETAIL DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3k140R2M2PRE-STRIPPED COPPER OR EQUL)AT EACH HIGH POINT) LARGER APPROVED WIRE CONNECTION.IN-LINE, SPRING CHECK ZONE FLUSH VALVE 20 VALVE TO DISCOURAGE PLUMBED TO PVC (TYP) LOW END DRAINAGE(TYP) FV MANIFOLD ARROW INDICATES CHECK DIRECTION CONNECTION (PVC TO ELL) H WALL MOUNT CONTROLLER E PRIVATE LOT P.O.C. B WIRE CONNECTION I x TRIANGULATE EMITTER SPACING (TYP) (OR EQUAL) (SEE IRRIGATION LEGEND/SPECIFIC- CK FINISHED GRADE IN TURF AREAS AT10NS FOR LATERAL AND IN LINE PVC FLUSH EXHAUST MANIFOLD PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN SPACING) 4 COVER,USE STAINLESS BOLT,NUT,AND WASHER. PVC SUPPLY MANIFOLD METAL STAKE TYP BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE 15 (TYP) =III_ —1 4 'a' EDGE.HEAT BRAND"MCV"ONTO LID. MANIFOLD SCH.80 PVC THD.NIPPLE,LENGTH AS RED,3'MIN. CONNECTION (OR EQUAL) X TRIANGULATE EMITTER SPACING (TYP) - —���� I _ MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. (PVC TO ELL) X =ily= (SEE IRRIGATION LEGEND/SPECIFlC- 1 777 AREA PERIMETER ATIONS FOR LATERAL AND IN LINE -ry7T II� I 1 1 �I �r� 1 IN LINE SPACING SPACING) '^ 12' l I : —I — FINISHED GRADE DRIPLINE LATERAL PVC SUPPLY MANIFOLD w IL�I{{I--I I O ifp j I I I_ 2 .�Ii I I 4•• I I I I— IN SHRUB AREAS 10 (OR EQUAL) SEE LEGEND/ EMOTE CONTROL VALVE T-IIG I—I x _ WIRECONNECTIDNS s SPECIFICATIONS FOR LATERAL CK CrFOR SEEIRRIGATION LEGEND z = = - — — VALVE ID TAGX AND IN LINE SPACING CONFIGURATION) s 3 = F — SCH.BO PVC UNION PVC FLUSH EXHAUST MANIFOLD --' °`i;.. `;`.' :;:;:(` :�+'•?"" I�I� X ^s," - . .--r TRANSITION TO CORRECT SUPPLY MANIFOLD _ _ I (s�2�- � - -�':e' I 4 PIPE DEPTH USING TWO 45 CONNECTION PVC TO TEE _ I - 6" =%}*.v1 _ _ DEGREE SCH.80 PVC ELLS �7777ii _ Cw•c`'•` +:°L0`. .. SCH.80 PVC T.O.E.NIPPLE PERIMETER LATERALS - 12"FROM ( ) III II —IJ.= 4r"' =` "4c,:�;;r4— z'PAVING OR EDGE TREATMENT AT DRI EQUAL) —TIT= LE>•�"�;'•• ` """�` —BOTTOM OF SLOPE AND 8'AT TOP •:?cr:+.,_�v;�� _ 5 5 DRIPLNE LATERAL �II= 5 ° OF SLOPE AV — F-`r,'„.tid?^""? _ (TYP) (OR EQUAL) SEE LEGEND/ —I _ _ �P'°''''-'� �� - —_ sEESPECIFICATIONS�$ O �u.{^a w yr— o FV METAL STAKE) SPECIFICATIONS FOR LATERAL � .. � °O, � BRICK SUPPORTS SEE NOTE 3 '.''".'tom .IS"T? g �° AND IN LINE SPACING - _ 6 ��;,4c>••s.,-•...+ ° ZONE FLUSH VALVE III- - I I=r,±•i%';•_. +,}� '•,: ' ° 4 REQ.PER BOX NOTES: PLUMBED TO PVC (TYP) AREA PERIMETER y, ` " LA ROCK,3 CUBIC, IN LINE SPACING -I I I �, II -�1—y I — — f LANDSCAPE FABRIC,WRAP 1,SEE RADDITIONAL INFO MAENON/SPECIFICATIONS AIR REUEF LATERAL- BLANK e" " UP AND OVER BOX HOLES 0 DRIPLINE(OR EQUAL) 1.FINISH GRADE ADD SEAL/VAPORLOCK 2. IF DRIP TUBING HAS BEEN HAND DUG IN,STAKE DRIPLINE AT4'O.C.AND AS NECESSARY TO CK 12" OPEN END OF CONDUIT v IF SECURITY 4"BELOW GRADE.IF DRIP TUBING HAS BEEN PLOWED IN,NO STAKING IS (CENTERED ON MOUND OR BERM) 2.CLEAN BACKFILL-90%COMPACTION REQUIRED-SEE SPECS CONTROL WIRES IN SCH.40 NECESSARY. PERIMETER LATERALS - 6-9"FROM 3.NON-PRESSURE LATERAL LINE PER LEGEND PVC ELECTRICAL CONDUIT 4.PRESSURE SUPPLY LINE PER LEGEND 1.HARDSCAPE(TYPICAL) CONTINUOUS TO CONTROLLER 3.ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS PAVING OR EDGE OF TREATMENT 5.CONTROL WIRES-INSTALL BELOW PRESSURE SUPPLY LINE 2.CLEAN BACKFILL-90%COMPACTION REQUIRED SEE SPECS Z SPECIFICATIONS USE COMPRESSION FITTINGS ONLY OR APPROVED EQUAL O 6.PROVIDE 2"OF CLEAN SAND BELOW PRESSURE MAINLINE 3.SAND(TYPICAL) BRASS MAINLINE PIPE AND AIR/VACUUM RELIEF VALVE FITTINGS FROM IONS OW 0 I 4.NON-PRESSURE LATERAL LINE/SLEEVE(SIZE PER CHART) SECTION VIEW-N.T.S. PER SPECIFICATIONS v 4.RUN TUBING PARALLEL TO SLOPE.IN THE UPPER 2/3rd's OF THE SLOPE (PLUMBED TO DRIPLINE NOTES: 5.CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE(SIZE PER CHART) $PACE TUBING AT 141g'.IN THE LOWER i/30F THE SLOPE,INCREASE (OR EQUL)AT EACH HIGH POI BUNDLE AND TAPE WIRES AT I2'O.C.PIGTAIL AND LOOP NOTE:DISTANCE BETWEEN ROWS BY 25%OR APPROXIMATELY 22-112" CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. 6.PRESSURE SUPPLY LINE/SLEEVE(SIZE PER CHART) BRASS ELLS,BRASS•NIPPLES,UNION,FEMALE ADAPTER AND AND ALL NIPPLES SHALL BE SIZED TO MATCH THE MASTER (� PVC FLUSH EXHAUST MANIFOLD SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED By CONTROL VALVE DRAB INDICATED ON THE DRAWINGS. - 5.INSTALL CHECK VALVES IN SUPPLY AND FLUSH MANIFOLD LINE AS DETAILED/AS REQUIRED CONTINUOUS PVC NOTES: _ TO DETER DRAIN DOWN. TRUNKLINE MANIFOLD CHECK VALVES 0 4'ELEV.CHANGE THE CITY.38"MIN.COVER I$REQUIRED FOR RECLAIMED WATER ALL SLEEVES TO BE SCH 40 PVC.SIZE ALL SLEEVES PER SLEEVING CHART INSTALL VALVE BOXES 12"APART AS INDICATED ON DETAIL$ID033. W MAINLINE(WHERE APPLICABLE).INSTALL I'x1'xi'THRUST AT ALL ON PLANS.EXTEND SLEEVES 12'BEYOND EDGE OF HARDSCAPE ON BOTH EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ON THE VALVE ASSEMBLY.PIPE SHALL P (POTABLE SYSTEMS-GREEN VALVE BOX LIDS/RECYCLED SYSTEMS-PURPLE VALVE BOX LIDS) CHANGES IN DIRECTION OF PRESSURE MAINLINE AND ATALL ENDS. NOT COME INTO CONTACT WITH VALVE BOX. TERMINAL POINTS OF MAINLINE. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. J DRIPLINE LAYOUT/CONNECTIONS I PIPE INSTALLATION F SLEEVE INSTALLATION C FMASTER CONTROL VALVE z Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES ° BAR IS ONE INCH ON RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER ` COORDINATE SYSTEM: xxx BAR IS ONE INCH ON ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES X o DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 X m 0® ) RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX,XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 D. IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE41 WITHIN THE LIMITS OF THIS SHEET, ADJUST THIS SHEET, ADJUST THIS PROJECT. ml TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY ATE: ENGINEER NAME HERE DATE SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT �,NB$c0 ' �} STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS 0 O o ASSISTANT GENERAL MANAGER DATE �g �" SUMMERS/MURPHY&PARTNERS, INC. TRACT •#361 17, PA 7 B NORTH STARLING ID-2 7-St-I! ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS * * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION DETAILS OF 40 SHTS _ ">,y LANDSCAPEARCHITECTS FILE NO. 0 3 OFCAUF CONTACT INFO:LESLIE LEE-MI EMAIL.II..p pi , Rt 334 ID FYT z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX - - LL1 18-24"COILED WIRE 6"ROUN SET BOX 1"ABOVE 12"MIN.IPS FLEX VALVE BOX MULCH LAYER ELECTRIC ANTI-SIPHON SET BOX 1"ABOVE HOSE EXTENSION MULCH 1 R CONTROL VALVE WATERPROOF WIRE WATERPROOF CONNECTORS(2) MULCH LAYER ( ) 1„ CONNECTORS(2 TYP. 12" MULCH LAYER y" _ (SEE NOTE 1) 24"WIRE LOOP o" ELECTRICANTISIPHON CONTROL VALVE 1" OPPER PIPE&FITTINGS 2„ I — AIRIVACUUM RELIEF _I I 1=I IIII I GRADE MIN.12"ABOVE FINISH GRADE (— HIGHEST OUTLE 6"MIN FINISH GRADE _ i I I—III (LENGTH AS REQUIRED) 7) _ _ _ FINIS I PLASTIC CONTROL BOX i II GRADE W/BOLT DOWN LID BRICK SUPPORTS III— —III -%'*.'rr I I- 12"MIINIMUI III (IIII III (III -IIII IIII IIII -IIIII (THREE> PVC SCH.80 NIPPLE 18"MINIMUM RICKS AT EACH _ LENGTH AS REQ.(1 OF CORNER OF BOX E.II I I=I I. =I I I I I I I I I I II I; LATERAL PIPE&FITTINGS fLw IIII— I IIIII- _Iri MAIN LINE PIPE&FITTINGS PVC LATERAL PVC PRESSURE MAIN, flI II PVC PIPING AND FITTING LINE PIPING, PER LEGEND P.V.C.SCHEDULE 40 ELL P.V.C.PIPE OR POLYTUBING PER LEGEND SxT SCH.80 FITTINGS END FLUSH BALL AS APPLICABLE SECTION VIEW-N.T.S. VALVE OR CAP NOTES: NOTE: 1.3"DEEP LAYER MULCH MATERIAL AS 'NOTE` PER SPECIFICATIONS. NOTE: 1.3"DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. 2.AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE. ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12"ABOVE THE HIGHEST LOWER THAN DRIPLINE LATERALS. SPRINKLER HEAD WITHIN THE ZONE,OR,ACCORDING TO LOCAL CODE. K OPEN N ANTI-SIPHON VALVE M I DRIP ANTI-SIPHON VALVE L DRIP FLUSH VALVE K DRIP AIR RELIEF VALVE 4 2 3 O FINISH GRADEfTOP OF MULCH O ROOT WATERING SYSTEM:RAIN BIRD RWS O ROOT WATERING SYSTEM: O SWING ASSEM13LY(INCLUDED) RAIN BIRD RWS-B-1401 OR RWS-B-1402(INCLUDES RETAINER,36" TUBE,0.25 OR 0.5 GPM BUBBLER&INTEGRATED CHECK VALVE,4' A B OD 1/7 MALE NPT INLET(INCLUDED) ROOF LINE 1 GRATE,VERSATILE SWING ASSEMBLY WITH 1/2"M NPT INLET) O PVC SCH 40 TEE OR EL O BUBBLER:RAIN BIRD RWSB-1401 OR RWS-B-1402 O PVC OR POLYETHYLENE LATERAL PIPE 5 O FINISH GRADE/TOP OF MULCH O N/A C ® 4'LOCKING GRATE(INCLUDED) O q"WIDE X 36"LONG RIGID BASKET WEAVE CANISTER D (INCLUDED) O 1T'SWING ASSEMBLY(INCLUDED) © 11T MALE NPT INLET(INCLUDED) E 0 PLANT ROOT BALL MOUNTING BRACKET 7 WIRELESS RAIN SENSOR o O PVC SCH 40 TEE OR EL F NOTE: H MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT. 0 7 6 8 O PVC OR POLYETHYLENE LATERAL PIPE DISTANCE I8 LESS IF OBSTRUCTIONS EXIST. WIRES TO a O9 4-WIDE X36"LONG RIGID BASKET WEAVE CANISTER(INCLUDED) I CONTROLLER 9 NOTES: 1.POSITION 23 UNITS(OR MORE)EVENLY SPACED AROUND PLANT.FOR NEW TREES/PALMS PLACE NEAR ROOT SALL. NOTE: FOR EXISTING TREES/PALMS PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREEIPALM TRUNK. MOUNT WIRELESS RAIN SENSOR ON ROOF EAVE SURFACE WHERE IT 2.INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, 3.WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS,ADD 3/4'GRAVEL UNDER AND AROUND THE UNIT TO BUT NOT IN THE PATH OF SPRINKLER SPRAY. ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 4.ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. P WEATHER SENSOR 0 DEEP ROOT WATERING SYSTEM x 0 z 0 - w P � (n z Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES o' RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER ` COORDINATE SYSTEM: xxx BAR IS ONE INCH ON FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES x e THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m x 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-5404 IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS SHEET, ADJUST THIS SHEET, ADJUST THIS PROJECT. TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY ATE: ENGINEER NAME HERE DATE SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT °SCgPe ANDSTARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS u e 0 o ASSISTANT GENERAL MANAGER DATE rcg �C SUMMERS/MURPHY&PARTNERS, INC. TRACT #'361 17, PA 1 B NORTH STARLING ID-3 3i -31-18 ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 # * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION DETAILS OF 40 SHTS DEPARTMENT APPROVALS '"J., LANDSCAPE ARCHITECTS FILE N0. � a �OFCALIF� CONTACT INFO:LESLIE LEE-MI EMAIL:IIe Qsmpinc.net FILE ID FYT z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM Gnre SMP#742-368 RES: XX P.Z.: XX _ _ W SECTION 02810 8. The Contractor shall repair or replace all existing irrigation systems,in areas B. The Owner's authorized representative shall have final authority on all portions of the LANDSCAPE IRRIGATION c. The catalog cuts shall be one or two pages from the most recent manufacturer's adjacent to and within the project area of work,damaged by the construction of this work. PART 1-GENERAL catalog that indicate the product submitted. Do not submit parts lists,exploded project.Adjacent irrigation systems shall be made completely operational and 1.1 Summary diagrams,price lists or other extra information. provide complete coverage of the existing landscaped areas. All repairs shall be C.After the system has been completed,the Contractor shall instruct Owner's authorized d. The catalog cuts shall clearly indicate the manufacturer's name and the item complete to the satisfaction of the Owner's Representative. representative in the operation and maintenance of the irrigation system and shall A.It is the intent of the specifications and drawings that the finished system is complete in model number. The item model number,all specified options and specified furnish a complete set of operating and maintenance instructions. every respect and shall be ready for operation satisfactory to the Owner. sizes shall be circled on the catalog cuts. 1.6 Inspections D. Any settling of trenches which may occur during the one-year period following B. The work shall include all materials,labor,services,transportation,and equipment e. Submittals for equipment indicated on the legend without manufacturer names, A.The Contractor shall permit the Landscape Architect and Owner's authorized acceptance shall be repaired to the owner's satisfaction by the Contractor without any necessary to perform the work as indicated on the drawings,in these specifications, or"as approved",shall contain the manufacturer,Class or Schedule,ASTM representative to visit and inspect at all times any part of the work and shall provide additional expense to the owner. Repairs shall include the complete restoration of all and as necessary to complete the contract. numbers and/or other certifications as indicated in these specifications. safe access for such visits. damage to planting,paving or other improvements of any kind as a result of the work. 1.2Construction Drawings f. Submittal format requirements: B. Where the specifications require work to be tested by the Contractor,it shall not be covered over until accepted by the Landscape Architect,Owner's authorized 1.10Guarantee A.Due to the scale of the drawings,it is not possible to indicate all offsets,fittings, g. Submittals shall be provided as one complete package for the project. Multiple representative,and/or governing agencies. The Contractor shall be solely responsible sleeves,etc.which may be required. The Contractor shall carefully investigate the partial submittals will not be reviewed. for notifying the Landscape Architect,Owner,and governing agencies,a minimum of A.The entire sprinkler system,including all work done under this contract,shall be structural and finished conditions affecting all of his work and plan his work 48 hours in advance,where and when the work is ready for testing. Should any work unconditionally guaranteed against all defects and fault of material and workmanship, accordingly,furnishing such fittings,etc.as may be required to meet such conditions. h. Submittal package shall be stapled or bound in such a way as to allow for be covered without testing or acceptance,it shall be,if so ordered,uncovered at the including settling of backfilled areas below grade,for a period of one(1)year following Drawings are generally diagrammatic and indicative of the work to be installed. The disassembly for review processing. Contractor's expense. the filing of the Notice of Completion. work shall be installed in such a manner as to avoid conflicts between irrigation systems,planting,and architectural features. i. Submittal package shall have all pages numbered in the lower right hand corner. C.Inspections will be required for the following at a minimum: B. Should any problem with the irrigation system be discovered within the guarantee Page numbers shall correspond with submittal index. period,it shall be corrected by the Contractor at no additional expense to owner within B. All work called for on the drawings by notes or details shall be furnished and installed 2. System layout ten(10)calendar days of receipt of written notice from Owner. When the nature of the whether or not specifically mentioned in the specifications. When an item is shown on 3. The Landscape Architect or Owner's authorized representative will allow no repairs as determined by the Owner constitute an emergency(i.e.broken pressure the plans but not shown on the specifications or vice versa,it shall be deemed to be as substitutions without prior written acceptance. 3. Pressure test of irrigation mainline(Four hours at 125 PSI or 120%of static water line)the Owner may proceed to make repairs at the Contractor's expense. Any and all shown on both. The Landscape Architect shall have final authority for clarification. pressure,which ever is greater.) Mainline pressure loss during test shall not damages to existing improvement resulting either from faulty materials or 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the exceed 2 PSI. workmanship,or from the necessary repairs to correct same,shall be repaired to the C. The Contractor shall not willfully install the irrigation system as shown on the drawings guarantee. Such warranties shall only supplement the guarantee. satisfaction of the owner by the Contractor,all at no additional cost to the Owner. when it is obvious in the field that obstructions,grade differences or discrepancies in 4. Coverage test of irrigation system. Test shall be performed prior to any planting. area dimensions exist that might not have been considered in engineering. Such 5. The Landscape Architect or Owner's authorized representative will not review the C. Guarantee shall be submitted on Contractors own letterhead as follows: obstructions or differences should be brought to the attention of the Landscape submittal package unless provided in the format described above. 5. Final inspection prior to start of maintenance period Architect as soon as detected. In the event this notification is not performed,the GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM Irrigation Contractor shall assume full responsibility for any revision necessary. B. Substitutions:If the Irrigation Contractor wishes to substitute any equipment or 6. Final acceptance materials for those equipment or materials listed on the irrigation drawings and We hereby guarantee that the sprinkler irrigation system we have furnished and 1.3Quality Assurance specifications,he may do so by providing the following information to the Landscape installed is free from defects in materials and workmanship,and the work has been Architect or Owner's authorized representative for approval. D. Site observations and testing will not commence without the field record drawings as completed in accordance with the drawings and specifications,ordinary wear and A.Provide at least one English speaking person who shall be present at all times during prepared by the Irrigation Contractor. Record drawings must complete and up to date tear and unusual abuse,or neglect excepted. We agree to repair or replace any execution of this portion of the work and who shall be thoroughly familiar with the type 1. Provide a written statement indicating the reason for making the substitution. for each site visit. defective material during the period of one year from date of filing of the Notice of of materials being installed and the manufacturer's recommended methods of Completion and also to repair or replace any damage resulting from the repairing or installation and who shall direct all work performed under this section. 2. Provide catalog cut sheets,technical data,and performance information for each E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses replacing of such defects at no additional cost to the owner. We shall make such substitute item. of the Landscape Architect,Owner's authorized representative,and governing repairs or replacements within 10 calendar days following written notification by the B. Manufacturer's directions and detailed drawings shall be followed in all cases where agencies for reinspection or retesting will be paid by the Irrigation Contractor at no owner. In the event of our failure to make such repairs or replacements within the. the manufacturer of articles used in this contract furnish directions covering points not 3. Provide in writing the difference in installed price if the item is accepted. additional expense to Owner. time specified after receipt of written notice from owner,we authorize the owner to shown in the drawings and specifications. proceed to have said repairs or replacements made at our expense and we will pay 1.5 Existing Conditions 1.7 Storage and Handling the costs and charges therefore upon demand. C.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 A.The Contractor shall verify and be familiar with the locations,size and detail of points A.Use all means necessary to protect irrigation system materials before,during,and PROJECT NAME: specifications,and their provisions shall be carried out by the Contractor. Anything of connection provided as the source of water,electrical supply,and telephone line after installation and to protect the installation work and materials of all other trades. In PROJECT LOCATION: contained in these specifications shall not be construed to conflict with any of the connection to the irrigation system. the event of damage,immediately make all repairs and replacements necessary to the above rules and regulations of the same. However,when these specifications and acceptance of the Landscape Architect and Owner and at no additional cost to the CONTRACTOR NAME: drawings call for or describe materials,workmanship,or construction of a better 1. Irrigation design is based on the available static water pressure shown on the Owner. ADDRESS: quality,higher standard,or larger size than is required by the above rules and drawings.Contractor shall verify static water on the project prior to the start of regulations,the provisions of these specifications and drawings shall take precedence. construction. Should a discrepancy exist,notify the Landscape Architect and B. Exercise care in handling,loading,unloading,and storing plastic pipe and fittings TELEPHONE: Owner's authorized representative prior to beginning construction. under cover until ready to install. Transport plastic pipe only on a vehicle with a bed D. All materials supplied for this project shall be new and free from any defects. All long enough to allow the pipe to lay flat to avoid undue bending and concentrated SIGNED: defective materials shall be replaced immediately at no additional cost to Owner. 2. Prior to cutting into the soil,the Contractor shall locate all cables,conduits,sewer external load. septic tanks,and other utilities as are commonly encountered underground and he DATE: E. The Contractor shall secure the required licenses and permits including payments of shall take proper precautions not to damage or disturb such improvements. If a 1.8 Cleanup and Disposal charges and fees,give required notices to public authorities,verify permits secured or conflict exists between such obstacles and the proposed work,the Contractor shall arrangements made by others affecting the work of this section. promptly notify the Landscape Architect and Owner who will arrange for relocations. A.Dispose of waste,trash,and debris in accordance with applicable laws and ordinances PART 2-MATERIALS The Contractor will proceed in the same manner if a rock layer or any other such and as prescribed by authorities having jurisdiction. Bury no such waste material and 1 ASubmittals conditions are encountered. debris on the site. Burning of trash and debris will not be permitted. The Contractor 2.1 Summary 3. The Contractor shall protect all existing utilities and features to remain on and shall remove and dispose of rubbish and debris generated by his work and workmen at X A.Materials List: adjacent to the project site during construction. Contractor shall repair,at his own frequent intervals or when ordered to do so by the Owner's authorized representative. A.Use only new materials of the manufacturer,size and type shown on the drawings and X cost;all damage resulting from his operations or negligence. specifications. Materials or equipment installed or furnished that do not meet X 1. After award of contract and before any irrigation system materials are ordered from B. At the time of completion the entire site will be cleared of tools,equipment,rubbish and Landscape Architect's,Owner's,or governing agencies standards will be rejected and suppliers or delivered to the job site,submit to the Owner a complete list of all 4. The Irrigation Contractor shall coordinate with the General Contractor for installation debris which shall be disposed of off-site in a legal disposal area. shall be removed from the site at no expense to the Owner. irrigation system materials,or processes proposed to be furnished and installed as of required sleeving as shown on the plans prior to paving operations. part of this contract. 1.9 Completion 2.2 Pipe 0 5. The Contractor shall verify and be familiar with the existing irrigation systems in 2. The submittals shall include the following information: areas adjacent to and within the Project area of work. A.At the time of the pre-maintenance period inspection,the Landscape Architect, A.Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the Owner's authorized representative,and governing agencies will inspect the work,and backflow,prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM z - a. A title sheet with the job name,the contractors name,contractor's address and 6. The Contractor shall protect all existing irrigation systems,in areas adjacent to and if not accepted,will prepare a list of items to be completed by the Contractor. Punch D1785. 0 telephone number,submittal date and submittal number. within the project area of work,from damage due to his operations. list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting.This checked off list to B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control U - b. An index sheet showing the item number(i.e.1,2,3,etc.);an item description 7. Contractor shall notify Owner's Representative if any existing system is temporarily indicate that all punch list items have been completed.At the time of the valve shall be Class 200 solvent weld PVC conforming to ASTM D2672. W (i.e.sprinkler head);the manufacturer's name(i.e.Hunter Industries);the item shut off,capped or modified.Provide 48-hour notice,prior to turning off or modifying post-maintenance period or final inspection the work will be re-inspected and final model number(i.e.1-40-ADV/36V);and the page(s)in the submittal set that any existing irrigation system. acceptance will be in writing by the Landscape Architect,Owner's authorized to contain the catalog cuts. representative,and governing agencies. z Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES COORDINATE SYSTEM: xxx BAR IS ONE INCH ON RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK BAR IS ONE INCH ON EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH o DESCRIPTION:xxx ORIGINAL DRAWING ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES o THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m 0® I RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 a IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF s X THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. X BEFOR TWO WORKING DAYS E YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY t WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT �Naosc�PF STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o pg � TRACT 361 17 PA 1 B NORTH STARLING ID-4 o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. ENGINEER NAME HERE R.C.E.XXXXX 34'19T COAST HIGH WAY,SUITE 200 � , EXP.X/X/XX DANAPOINT,CALIFORNIA92629(949)443-1446 IRRIGATION NOTES AND SPECIFICATIONS OF 40 SHTS DEPARTMENT APPROVALS srgT �P LANDSCAPE ARCHITECTS - FILE NO. CD oOFOAOf CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinc.net 334 ID FYT z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE SMP#742-368 RES: XX P.Z.: XX - - ILL] 2.3 Metal Pipe and Fittings D. Field Measurements: 2. Flooding in lieu of tamping is not allowed. 2.8 Electrical A. Brass pipe shall be 85 percent red brass,ANSI,IPS Standard 125 pounds,Schedule 1. Make all necessary measurements in the field to ensure precise fit of items in 3. Under no circumstances shall truck wheels be used to compact backfill. 40 screwed pipe. A.All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 4. Provide sand backfill a minimum of 4 inches over and under all piping under paved B. Fittings shall be medium brass,screwed 125-pound class. B. All electrical work shall conform to local codes and ordinances. areas. 2. All scaled dimensions are approximate. The Contractor shall check and verify all C. Copper pipe and fittings shall be Type"K"sweat soldered. 2.9 Low Voltage Control Wiring size dimensions prior to proceeding with work under this section. 3APiping 2.4 Plastic Pipe and Fittings A.Remote control wire shall be direct-burial AWG-UF type,size as indicated on the 3. Exercise extreme care in excavating and working near existing utilities. Contractor A.Piping under existing pavement may be installed by jacking,boring,or hydraulic A. Pipe shall be marked continuously with manufacturer's name,nominal pipe size, drawings,and in no case smaller than 14 gauge. shall be responsible for damages to utilities,which are caused by his operations or driving. No hydraulic driving is permitted under asphalt pavement. schedule or class,PVC type and grade,National Sanitation Foundation approval, neglect. Commercial Standards designation,and date of extrusion. B. Connections shall of the manufacturer,size,and type indicated on the drawings. 1. Cutting or breaking of existing pavement is not permitted. E. Diagrammatic Intent: B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in C.Ground wires shall be white in color. Control wires shall be red(where two or more 2. Carefully inspect all pipe and fittings before installation,removing dirt,scale,burrs, accordance with ASTM D2672,ASTM D2241 or ASTM D1785. controllers are used,the control wires shall be a different color for each controller. 1. The drawings are essentially diagrammatic. The size and location of equipment and reaming. Install pipe with all markings up for visual inspection and verification. These colors shall be noted on the"Record Drawings"plans located on controller and fixtures are drawn to scale where possible. Provide offsets in piping and C. All solvent weld PVC fittings shall be standard weight Schedule 40(and Schedule 80 door). changes in equipment locations as necessary to conform with structures and to 3. Remove all dented and damaged pipe sections. where specified on the irrigation detail sheet)and shall be injection molded of an avoid obstructions or conflicts with other work at no additional expense to Owner. improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket" 2.13 Irrigation Heads and Drip Emitters 4. All lines shall have a minimum clearance of 4 inches from each other and 12 inches bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells F. Layout: from lines of other trades. shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. A.Irrigation heads and drip emitters shall be of the manufacturer,size,type,with radius of throw,operating pressure,and discharge rate indicated on the drawings. 1. Prior to installation,the Contractor shall stake out all pressure supply lines,routing 5. Parallel lines shall not be installed directly over each other. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and and location of sprinkler heads,valves,backflow preventer,and automatic shall conform to ASTM D 1785. B. Irrigation heads and drip emitters shall be used as indicated on the drawings. controller. 6. In solvent welding,use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including E. All solvent cementing of plastic pipe and fittings shall be a two-step process,using C.Irrigation heads shall have purple reclaimed water warning cover. 2. Layout irrigation system and make minor adjustments required due to differences wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes primer and solvent cement applied per the manufacturer's recommendations. Cement between site and drawings. Where piping is shown on drawings under paved setup time before moving or handling and 24 hours curing time before filling. shall be of a fluid consistency,not gel-like or ropy. Solvent cementing shall be in 2.14 Drip Irrigation Equipment areas,but running parallel and adjacent to planted areas,install the piping in the conformance with ASTM D2564 and ASTM D2855. planted areas. 7. PVC pipe shall be installed in a manner,which will provide for expansion and A.Drip tubing equipment such as flush valves,air relief valves,wye strainers and contraction as recommended by the pipe manufacturer. F. When connection is plastic to metal,female adapters shall be hand tightened,plus one pressure regulators shall be of the manufacturer,size,and type indicated on the G.Water Supply: turn with a strap wrench. Joint compound shall be non-lead base Teflon paste,tape, drawings. 8. Centerload all plastic pipe prior to pressure testing. or equal. 1. Connections to,or the installation of,the water supply shall be at the locations 2.11 Miscellaneous Equipment shown on the drawings. Minor changes caused by actual site conditions shall be 9. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or 2.5 Valves made at no additional expense to Owner. Teflon paste. A.Landscape Fabric: A. Ball Valves: H. Electrical Service: 10.For plastic-to-metal connections,work the metal connections first. Use a 1. Landscape fabric for valve box assemblies shall be 5.0-oz.weight woven non-hardening pipe dope an all threaded plastic-to-metal connections,except 1. Ball valves shall be of the manufacturer,size,and type indicated on the drawings. polypropylene weed barrier. Landscape fabric shall have a burst strength of 225 1. Connections to the electrical supply shall be at the locations shown on the where noted otherwise. All plastic-to-metal connections shall be made with plastic PSI,a puncture strength of 60 lbs.and capable of water flow of 12 gallons per drawings. Minor changes caused by actual site conditions shall be made at no female adapters. 2. All ball valves shall have a minimum working pressure of not less than 150 PSI and minute per square foot. additional expense to Owner. shall conform to AWWA standards. 3.5 Controller 2. Type:DeWitt Pro 5 Weed Barrier or approved equal. 2. Contractor shall make electrical connections to the irrigation controller. Electrical B. Automatic Control Valves: power source to controller locations shall be provided by others. A.The exact location of the controller shall be approved by the Landscape Architect or B. Equipment such as ET sensors,flush valves,air relief valves and Wye strainers shall owner's authorized representative before installation. The electrical service shall be 1. Automatic control valves shall be of the manufacturer,size,and type indicated on be of the manufacturer,size and type indicated on the drawings. 3. Contractor shall make electrical connections to the irrigation controller. 230-volt coordinated with this location. the drawings. single-phase electrical power source to pump assembly location shall be provided PART 3-EXECUTION by others. 1. The Irrigation Contractor shall be responsible for the final electrical hook up to the 2. Automatic control valves shall be electrically operated. .2 Trenching irrigation controller. 3.1 Site Conditions 2.6 Valve Boxes A.Excavations shall be straight with vertical sides,even grade,and support pipe 2. The irrigation system shall be programmed to operate during the periods of minimal A.Inspections: continuously on bottom of trench. Trenching excavation shall follow layout indicated use of the design area. A.Valve boxes shall be fabricated from a durable,weather-resistant plastic material on drawings to the depths below finished grade and as noted. Where lines occur resistant to sunlight and chemical action of soils. 1. Prior to all work of this section,Carefully inspect the installed work of all other trades under paved area,these dimensions shall be considered below subgrade. 3.6 Control Wiring and verify that all such work is complete to the point where this installation may B. The valve box cover shall be green in color and secured with a hidden latch properly commence. 1. Provide minimum cover of 18 inches on pressure supply lines 2%inches and A.Low voltage control wiring shall occupy the same trench and shall be installed along mechanism or bolts. smaller. the same route as the pressure supply lines whenever possible. 2. Verify that irrigation system may be installed in strict accordance with all pertinent 2. Provide minimum cover of 18 inches for control wires. C.The cover and box shall be capable of sustaining a load of 1,500 pounds. codes and regulations,the original design,the referenced standards,and the 1. Where more than one wire is placed in a trench,the wiring shall be taped together manufacturer's recommendations. 3. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape D. Valve box extensions shall be by the same manufacturer as the valve box. ways. at intervals of 20 feet. B. Discrepancies: E. The plastic irrigation valve box cover shall be an overlapping type. 4. Provide minimum cover of 12 inches for non-pressure lines. 2. All connections shall be of an approved type and shall occur in a valve box. 1. In the event of discrepancy,immediately notify the Landscape Architect or Owner's Provide an 18-inch service loop at each connection. F. Pressure regulating valve boxes shall be 16"x11"x12"'nominal'rectangular size. authorized representative. 5. Pipes installed in a common trench shall have a 4-inch minimum space between Valve box covers shall be marked"PRV""heat branded"onto the cover in 1-1/4 inch pipes. 3. An expansion loop of 12 inches shall be provided at each wire connection and/or high letters/numbers. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have directional change,and one of 24 inches shall be provided at each remote control G.Ball valve boxes shall be 10"circular size. Valve box covers shall be marked with"BW been resolved. 3.3 Backfilling valve. 0 "heat branded"onto the cover in 1-1/4 inch high letters. C.Grades: A.Backfill material on all lines shall be the same as adjacent soil free of debris,litter,and 4. A continuous run of wire shall be used between a controller and each remote 2.7 Automatic Controller rocks over 1/2 inch in diameter. control valve. Under no circumstances shall splices be used without prior approval. z of 1. Before starting work,carefully check all grades to determine that work may safely 0 A. Automatic controller shall be of the manufacturer,size,and type indicated on the proceed,keeping within the specified material depths with respect to finish grade. 1. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides drawings. for the full width of the trench and the full length of the pipe.Backfill materials shall U 2. Final grades shall be accepted by the Engineer before work on this section will be be sufficiently damp to permit thorough compaction,free of voids.Backfill shall be LLJ B. Controller enclosure shall be of the manufacturer,size,and type indicated on the allowed to begin. compacted to dry density equal to adjacent undisturbed soil and shall conform to 0- drawings. adjacent grades. z Underground Service Alert gAsls OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY I CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR IS ONE INCH ON BAR IS ONE INCH G ORIGINAL DRAWING FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES o DESCRIPTION:xxx THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m 0® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 0® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 %PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 a IF NOT ONE INCH ON IF NOT ONE INCH ON UTIUTY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS SHEET, ADJUST ATE: ENGINEER NAME HERE DATE THIS SHEET, ADJUST THIS PROJECT. TWO WORKING DAYS aEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT val9s041f .- � STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE I D-5 SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING ENGINEER NAME HERE R.C.E.%X%XX n EXP.X/X�XX 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS ��-1) DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION NOTES AND SPECIFICATIONS OF 40 SHTS _ f °?4 Ikb �r - LANDSCAPE ARCHITECTS FILE NO. o �OFCALIF� CONTACT INFO:LESLIELEE-MI EMAIL:IIee@smpinc.nel 334 ID FYT z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LEM DATE: SMP#742-368 RES: XX P.Z.: XX _ LLJ 3.7 Valves E. Final inspection will not commence without record drawings as prepared by the A. Automatic control valves,quick coupler,and gate valves are to be installed in the Irrigation Contractor. approximate locations indicated on the drawings. 3.15 Maintenance 1. Valve shall be installed in shrub areas whenever possible. A.During the maintenance period the Contractor shall adjust and maintain the irrigation 2. Install all valves as indicated in the detail drawings. system in a fully operational condition providing complete irrigation coverage to all intended plantings. 3. Valves to be installed in valve boxes shall be installed one valve per box. 3.16 Completion Cleaning 3.8 Valve Boxes A.Clean up shall be made as each portion of the work progresses. Refuse and excess A. Valve boxes shall be installed in shrub areas whenever possible. dirt shall be removed from the site,all walks and paving shall be broomed,and any damage sustained on the work of others shall be repaired to original conditions. 1. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill,3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in END OF SECTION ground cover areas. 3.9 Irrigation Heads and Drip Tubing A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings. 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3.11Miscellaneous Equipment A.Install all assemblies specified herein according to the respective detail drawings or specifications,using best standard practices. 1. Install devices such as rain sensors as indicated on the drawings and as recommended by the manufacturer. 3.12FIushing the System A.Prior to installation of irrigation heads,the valves shall be opened and a full head of water used to flush out the lines and risers. B. Irrigation heads shall be installed after flushing the system has been completed. 3.13 Adjusting the System A. Contractor shall adjust valves,align heads,and check the coverage of each system prior to coverage test. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage,all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. 3.14 Testing and Observation A.Do not allow or cause any of the work of this section to be covered up or enclosed until X it has been observed,tested and accepted by the Landscape Architect,Owner,and X governing agencies. X B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner,and governing agencies,a minimum of 48 hours in advance,where and when the work is ready for testing. C.When the sprinkler system is completed,the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. z a D. The Contractor shall furnish all materials and perform all work required to correct any O inadequacies of coverage due to deviations from the plans,or where the system has U been willfully installed as indicated on the drawings when it is obviously inadequate, L1J without bringing this to the attention of the Landscape Architect. This test shall be 0- accepted by the Landscape Architect and accomplished before starting any planting. Z Underground Service Alert BASIS OF BEARING VERIFY SCALES VERIFY SCALES RIVERSIDE COUNTY CERTIFY THAT THE DESIGN OF THE BENCHMARK EXISTING UTILITY DISCLAIMER NOTE OWNER/DEVELOPER COORDINATE SYSTEM: xxx BAR II ONE INCH G FIRE DEPARTMENT WATER SYSTEM IS IN ACCORDANCE WITH BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING ELEVATION: XX.XX ORIGINAL DRAWING APPROVAL OF THIS PLAN BY THE ELSINORE VALLEY SEA COUNTRY HOMES X o THE REQUIREMENTS PRESCRIBED BY THE DATE: XX.XX MUNICIPAL WATER DISTRICT DOES NOT CONSTITUTE 2235 ENCINITAS BLVD, STE 111 m U® 1 RIVERSIDE COUNTY FIRE DEPARTMENT DATUM: NVGD29 OR NAVD88 O® 1 A REPRESENTATION AS TO THE ACCURACY OF THE ENCINITAS, CA 92024 X PPROVED BY: DESCRIPTION: XX.XX LOCATION OF, OR THE EXISTENCE OF, ANY UNDERGROUND (760) 436-8404 X IF NOT ONE INCH ON IF NOT ONE INCH ON UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF X #At THIS SHEET, ADJUST THIS SHEET, ADJUST THIS PROJECT. X ATE: ENGINEER NAME HERE DATE TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT �pHosc4, �Q�v„MurpyR�: °j STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE I D_� O u 'A ENGINEER NAME HERE R.C.E.XXXXX SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 1 7, PA 1 B NORTH STARLING 34197 COAST HIGHWAY,SUITE 200 - EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 IRRIGATION NOTES AND SPECIFICATIONS of 40 SHTS DEPARTMENT APPROVALS LANDSCAPE ARCHITECTS OF�AUf�rP FILE NO. 3o CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinc.net 334 ID FYT Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ _ W LEGEND SYM DESCRIPTION 15 GALLON VERTICAL SHRUB i O 5 GALLON SHRUB 1 GALLON SHRUB 24"BOX ACCENT TREE(1 PER LOT) 24"BOX STREET TREE I )Fr _= TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES -REFER TO 20'SCALE PLANS(SHEET PLT-1 THRU PLT-5) FOR LOCATION$SPECIES I{ GROUND COVER PLANTING PLAN 2 PLAN 3 REFER TO SHEET PL-3 FOR PLANT MATERIAL NOTE: -CONTRACTOR SHALL INSTALL 1 GALLON SIZE CONTAINERS @ 30"ON CENTER ALONG WITH TOP DRESSING. PLAN I -A MINIMUM SPACING OF 30"FROM OTHER SHRUBS MUST BE MAINTAINED TO AVOID CROWDING AND PROMOTE PROPER HORTICULTURAL GROWTH OF THE PLANTS. -WHERE LINEAL PLANTERS OCCUR INSTALL GROUNOCOVER CENTERED IN PLANTER BED SPACED @ 30" O.C. O O DRY STREAM BED COBBLE: O O -SPANISH:1"-3"SIERRA COBBLE O O -TRADITIONAL:1"-4"MISSION COBBLE O ITALIAN:1"-3"ARIZONA RIVER COBBLE O O O O O O O O O — — — — — p O O O O ❑ Uf p l O i f { i I�II j I II SIDEWALK CURB WATER METER PAXTON LANE FRONT YARD TYPICAL PLANTING LAYOUT PLAN X SCALE:1"=10' x NORTH X NOTE: X ALL PLANTING BEDS TO RECEIVE A TOP DRESSING OF'PREMIUM BROWN CITRUS' ORGANIC BARK MULCH FROM SO CAL MULCH,OR LANDSCAPE AREA PERCENTAGES EQUAL(SEE PLANTING DETAILS SHEET PD-1) SHRUB QUANTITIES PER PLAN TYPE SHRUB AREAS TO RECEIVE 3"LAYER AND U GROUNDCOVER AREAS TO RECEIVE A 3"LAYER PLAN 1 PLAN 2 PLAN 3 PLAN 1 PLAN 2 PLAN 3 NOTE: o Z J CONTRACTOR TO PROVIDE 100%IRRIGATION MI ® TOTAL S.F.OF LANDSCAPE AREA 787 S.F. 592 S.F. 544 S.F. COVERAGE TO ALL PLANT MATERIAL 0 15 GALLON VERTICAL SHRUB 3 3 3 F— SHRUB AREA W/GROUND COVER 206 S.F. (26%) 147 S.F. (25%) 123 S.F. (23%) NOTE: U SHRUB AREA W/MULCH ONLY 491 S.F. (62%) 367 S.F. (61%) 361 S.F. (66%) REFER TO SHEET PL-3 FOR PLANTING SCHEMES LL-1 OO 5 GALLON SHRUB 13 10 10 DRY STREAM BED AREA 91 S.F. 12% 78 S.F. 14% 60 S.F. 11% REFER TO SHEET PDA FOR PLANTING DETAILS a_ 1 GALLON SHRUB NOTE: Z 17 15 12 QUANTITIES MAY VARY DUE TO CONDITION OF LOT SIZE. CONTRACTOR TO VERIFY QUANTITIES Underground Service Alert BASIS OF BEARING VERIFY SCALES COORDINATE SYSTEM: xxx BAR IS ONE INCH ON r DESCRIPTION:xxx ORIGINAL DRAWING SCALE: 1"=10' X 0® 1 S IF NOT ONE INCH ON THIS SHEET, ADJUST TWO WORKING DAYS E YOU DIG SCALES ACCORDINGLY O 10 20 30 40 BEFOR WATER/SEWER APPROVED BY:. REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT �p�ypg0gpf �Qv`W..WvMY ZP STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS 1 O a ASSISTANT GENERAL MANAGER DATE e P L- 1 ENGINEER NAME HERE R.C.E.XXXXX SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17 RA 1 B NORTH STARLING M EXP.X/X/XX 34197 COAST HIGHWAY,SUITE 200 - DEPARTMENT APPROVALS * -�-1'/ * DANA POINT,CALIFORNIA 92629(949)443-1446 FRONT YARD TYPICAL PLANTING LAYOUT PLAN OF 4o SHTS OF�uF°"�P LANDSCAPE ARCHITECTS FILE NO. U 3o CONTACT INFO:LESUE LEE-MI EMAIL:IleeQsmpine.net 334 PL Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ W LEGEND SYM DESCRIPTION 15 GALLON VERTICAL SHRUB OQ 5 GALLON SHRUB 1 GALLON SHRUB 24"BOX ACCENT TREE(1 PER LOT) 24"BOX STREET TREE TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES -REFER TO 20'SCALE PLANS(SHEET PLT-1 THRU PLT-5) FOR LOCATION$SPECIES PLAN 3 GROUND COVER PLANTING REFER TO SHEET PL-3 FOR PLANT MATERIAL NOTE: -CONTRACTOR SHALL INSTALL 1 GALLON SIZE CONTAINERS @ 30"ON CENTER ALONG WITH TOP DRESSING. -A MINIMUM SPACING OF 30"FROM OTHER SHRUBS MUST BE MAINTAINED TO AVOID CROWDING AND PROMOTE PROPER HORTICULTURAL GROWTH OF THE PLANTS. -WHERE LINEAL PLANTERS OCCUR INSTALL O O GROUNDCOVER CENTERED IN PLANTER BED SPACED @ 30" O O.C. O O O -- DRY STREAM BED COBBLE: -SPANISH:V-3"SIERRA COBBLE O e TRADITIONAL:V-4"MISSION COBBLE -ITALIAN:1"-3"ARIZONA RIVER COBBLE O O I O ❑ ❑ ❑ ° — ......._... .......___..._ O I 0 0 ....... ....I.. ....... O WATER METER IDEWALK URB ® FRONT YARD ATYPICAL PLANTING LAYOUT PLAN (CORNER) x NORTH NOTE: x ALL PLANTING BEDS TO RECEIVE A TOP DRESSING OF'PREMIUM BROWN CITRUS' ORGANIC BARK MULCH FROM SO CAL MULCH,OR EQUAL(SEE PLANTING DETAILS SHEET PD-1) Z#Z LANDSCAPE AREA PERCENTAGES SHRUB AREAS TO RECEIVE 3"LAYER AND SHRUB QUANTITIES PER PLAN TYPE GROUNDCOVER AREAS TO RECEIVE A 3"LAYER 3 � PLAN 3 PLAN 3 NOTE: z a CONTRACTOR TO PROVIDE 100%IRRIGATION 0 ® 15 GALLON VERTICAL SHRUB 3 TOTAL S.F.OF LANDSCAPE AREA 911 S.F. COVERAGE TO ALL PLANT MATERIAL F= SHRUB AREA W/GROUND COVER 144 S.F. (16%) W SHRUB AREA W/MULCH ONLY 601 S.F. (66%) NOTE: OO 5 GALLON SHRUB 13 DRY STREAM BED AREA 166 S.F. (18%) REFER TO SHEET PL-3 FOR PLANTING SCHEMES W REFER TO SHEET PD-1 FOR PLANTING DETAILS Cf) 1 GALLON SHRUB NOTE: z 20 QUANTITIES MAY VARY DUE TO CONDITION OF Underground Service Alert BASIS OF BEARING VERIFY SCALES LOT SIZE. CONTRACTOR TO VERIFY QUANTITIES LOCOORDINATE SYSTEM: xxx BAR IS ONE INCH ON - DESCRIPTION:xxx ORIGINAL DRAWING SCALET=V0® 1IF NOT ONE INCH ON THIS SHEET, ADJUST O 10 20 30 40 TWO s WAER/SEWERGAPPROVED BY:YOU DIG REV BYALDA ECCORDINGLY REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT N "r��s Tom%, STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o y o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING PL-2 ENGINEER NAME HERE R.C.E.XXXXX 34197COASTHIGHWAY,SUITE200 FRONT YARD ATYPICAL PLANTING LAYOUT PLAN OF 40 SHTS ' DEPARTMENT APPROVALS * ,�—* EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)44&1446 �?y oFpeeUF eP LANDSCAPE ARCHITECTS FILE NO. o CA CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinc.net 334 PL z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NO CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX - W SOUTHWEST EXPOSURE sw SOUTHWEST EXPOSURE sw SOUTHWEST EXPOSURE sw SYM BOTANICAL NAME SIZE WUCOLS SYM BOTANICAL NAME SIZE WUCOLS SYM BOTANICAL NAME SIZE WUCOLS COMMON NAME COMMON NAME COMMON NAME PODOCARPUS LLUS 15 GAL. MED LEUCOPHYLLUM RANGER SCENS 15 GAL. LOW LLI PRUNUI ITS' 15 GAL. MED YEW PODOCARPUS CAROLIINA CHERRY LAUREL LEANDE O HESPERED YUCCA IFOLIA 5 GAL. LOW C O XYLOSMMA CONROR PEAN M. 5 GAL. MED w OQ NERIU OOLEANDRER 5 GAL. MED CW LU G 0 WESTRCOASTAL ROSINGIA OEMARY SA 1 GAL. MED = 0 BULBINSTALKEDSBU BANE CENS 1 GAL. MED w 0 DIANELF AXLA AL MY NICA 1 GAL. MED Lij e GEIJERA PARVIFOLIA 24"BOX LOW U e MAGNOLIA RUSSET 24"BOX MED z e SCHINUS MOLLE 24"BOX LOW AUSTRALIAN WILLOW RUSSET MAGNOLIA z CALIFORNIA PEPPER rn MYOPORUM PARVIFOLIUM 1 GAL. LOW z MYOPORUM PARVIFOLIUM 1 GAL. LOW z ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL. LOW z NCN z NCN J HUNTINGTON CARPET ROSEMARY -AM4- LONICERA JAPONICA 15 GAL. LOW Q -ViA- DISTICTIS BUCCINATORIA ROSA BANKSIAE'WHITE' 15 GAL. MED z JAPANESE HONEYSUCKLE -j BLOOD RED TRUMPET VINE 15 GAL. MED J WHITE BANKS ROSE Q = z U) O z NORTHEAST EXPOSURE NE Q 0 NORTHEAST EXPOSURE NE NORTHEAST EXPOSURE NE J a- SYM BOTANICAL NAME SIZE WUCOLS Q SYM BOTANICAL NAME SIZE WUCOLS U) SYM BOTANICAL NAME SIZE WUCOLS < COMMON NAME COMMON NAME I COMMON NAME Z I CUPPRESSUS S.'TINY TOWERS' 15 GAL. MED z CALLISTEMON CITRINUS 15 GAL. LOW O � CALLIANDRA CALIFORNICA 15 GAL. LOW DWARF ITALIAN CYPRESS O RED BOTTLEBRUSH (BUSH) 0 BAJA FAIRY DUSTER Z _ O ROSMARINUS O. 5 GAL. LOW Q MA COGESTUM 5 GAL. MED O OO WESTRIN AS FR SEMA A 5 GAL. MED XYLOS ROSEMARY > O MIRROR PLANT F— COAST ROSEMARY Q 'TUSCAN BLUE' 0 AGAVE ATTENUATA 1 GAL. LOW _I ESCALLONIA'NEWPORT DWARF' 1 GAL. MED w ROSMARINUSTUSCANOBLUE ROSEMARY 1 GAL. LOW J FOXTAIL AGAVE W DWARF ESCALLONIA J Lj e GEIJERA PARVIFOLIA 24"BOX LOW Q 8 MAGNOLIA RUSSET 24"BOX MED LLI e SCHINUS MOLLS 24"BOX LOW CALIFORNIA PEPPER U AUSTRALIAN WILLOW RUSSET MAGNOLIA � - - ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL. LOW MYOPORUM PARVIFOLIUM 1 GAL. LOW CONVOLVUS SABATIUS 1 GAL. LOW HUNTINGTON CARPET ROSEMARY NCN GROUND MORNING GLORY AM ROSA'BANKSIAE'WHITE' 15 GAL. MED LONICERA JAPONICA 15 GAL. LOW DISTICTIS BUCCINATORIA WHITE BANKS ROSE JAPANESE HONEYSUCKLE ` BLOOD RED TRUMPET VINE 15 GAL. MED x x x x x 0 o I= U LLI n cn z Underground Service Alert BASIS OF BEARING VERIFY SCALES COORDINATE SYSTEM: xxx BAR IS ONE INCH ON .� DESCRIPTION:xxx ORIGINAL DRAWING x x 8 0® 1 X IF NOT ONE INCH ON x THIS SHEET, ADJUST x TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET No. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT Ov,NDSCgpf, STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. TRACT .#361 1 7, PA 1 B NORTH STARLING PL-3 � ENGINEER NAME„ERE R.C.E.xxxxx 34197 COAST HIGHWAY SUITE200 FRONT YARD ATYPICAL PLANTING SCHEME OF 40 SHTS DEPARTMENT APPROVALS * u * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 ,. srgr — FP LANDSCAPE ARCHITECTS FILE NO. 0 of0,CALIF CONTACT INFO:LESLIELEE-MI EMAIL:IIee@smpin—et 334 PL z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX - LL1 KEY MAP ' a, ;mod° fl i /� \� 1 SIDEWALK 0 7� CURB � \ Q�313�1`L� O ramH NTS. * STREET TREE LEGEND S ` SYM. NAME SIZE '^'nTEF Q NT ® 21" usnc;t \ e�O'1 12� *** ` ® TRISTANIA CONFERTA 24"BOX M 8 *** BRISBANE BOX g PISTACIA CHINENSIS 24"BOX M �2 / O CHINESE PISTACHE 3 \ ROOT BARRIER SHRUB SLOPE PLANTING LEGEND 1, SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES QTY WUCOLS CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. --- L A��•, /////1/1 J DWARF BOTTLE BRUSH COTONEASTER DAMMERI'LOWFAST' iGAL 30"O.C. --- M COTONEASTER N DIETES BICOLOR 1 GAL. 30"O.0 230 M REFER TO STREETSCAPES& 000 FORTNIGHT LILY SLOPES PLANS,TRACT 36117 *** MYOPORUM PARVIFOLIUM 1 GAL. 24"O.C. --- L PREPARED BY SMP / NDN ROSMARINUS O.'HUNTINGTON CARPET'1 GAL. 24"O.C. --- L NO / HUNTINGTON CARPET ROSEMARY •. / P o�132 / GENERAL PLANTING NOTES: 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR.Q RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE • C!� i''~/_w`O� CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR O SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE r SIDEWALK AREA.ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTIUTIES 1. ,} SHALL RECEIVE DEEP ROOT BARRIERS. 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER J / FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN%13 EET FROM ALL UNDERGROUND UTILITIES,STREETLIGHTS HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. X SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. X 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE x LANDSCAPE ONCE ALL WORK IS COMPLETE. P / 7.CONTRACTORIS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY X LOB 63 / 8 THE FINAL INSPECTION. .(NSPECTOR MATURE PLANTINGS SSHALL NOT NTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES - FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND z4z N 00000 FENCE PLANS PREPARED BY CIVIL ENGINEER O 1000® SYMBOL LEGEND � SYMBOL DESCRIPTION SYMBOL DESCRIPTION z aI I ( .-/ ELECTRIC JUNCTION CABINET O ELECTRIC SERVICE BOX STREET LIGHT / ELECTRIC JUNCTION CABINET LLJ N ✓ice' TRANSFORMER SLAB BOX W FIRE HYDRANT O STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON o DESCRIPTION:xxx ORIGINAL DRAWING SCALE: T =10' o F 0® 1 N IF NOT ONE INCH ON X THIS SHEET, ADJUST X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY NORTH O 10 20 30 40 WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1y,NDSCgp STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS y s PLT-1 0 SUMMERS/MURPHY&PARTNERS, INC. p� TRACT 361 17, PA 1 B NORTH STARLING ASSISTANT GENERAL MANAGER DATE n 7_�1_1a ENGINEER NAME HERE R.C.E.XXXXX EXP. 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS # * DANAPOINT,CALIFORNIA92629(949)443-144g SITE PLANTING LAYOUT PLAN OF 40 SHTS '"iy�� LANDSCAPE ARCHITECTS FILE NO. o OF CALIF CONTACT INFO:LESLIE LEE-MI EMAIL:I1ee@smpm,.—t 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: Xx P.Z.: XX _ _ LLJ KEY MAP t / Jc� CURB STREET TREE LEGEND i �-A�� SYM. NAME SIZE SAGE omrr. a ` '\ ®` • / TRISTANIA CONFERTA 24"BOX M 7 BRISBANE BOX 2 0 ` m O IA CHINENSIS 24"BOX M CHINE --- t CHINESE PISTACHE `\�, c0 ROOT BARRIER 2 tea, SHRUB SLOPE PLANTING LEGEND G SYMBOL BOTANICALJCOMMON NAME SIZE/NOTES OTY WUCOLS __®� SIDEWALK CALLISTEMON' DWARF BOTTLE JOHN' iGAL. 24"O.C. L BRUSH COTONEASTER DAMMERPLOWFAST 1 GAL. 30"O.C. --- M COTONEASTER \` ✓ . • * • � DIETES BICOLOR 1 GAL. 30"O.0 -- M FORTNIGHT LILY $SR��jSCGI 36$& ... MYOPORUM PARVIFOLIUM 1 GAL. 24"O.C. — L NCN FIRE HYDRANT , REFg ESP�NS11 OVR ���I ROSMARINUS O.'HUNTINGTON CARPET 1GAL. 24"D.C. — L `, PREPARgO gY O� G - HUNTINGTON CARPET ROSEMARY p GENERAL PLANTING NOTES: rt Tt / n 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRAC RECOMM�NDATIONS�,p,N RT SHALL INCORPORATED BY THE CONTRACTORTO INSTALLATION FROM F PLANTING SUCH REPAREAS. BE P 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE t ,.A 1 Q"C w` CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF j ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLAT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS.ER THAN FOUR( PNAC 4 PUBTREECSIDEWALS SHALL OT BE KEXCEPTNTED WHERETREEWELLSORPARKWAYS ARE PROVIDED FEET FROM ANY ATHER 2gR LOS 65 SSIDEWALK ARHALL RECEIVE LL ROOT BARRIERS.ITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES 1 �`"` 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER \ p r FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET FROM ALL 4 O"C UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. 1 + \ SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON N jP PLACEMENT. p�P 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPEONCEALL WORKISCOMPLETE. ) + VOT 6l 7.CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY x I+ I INSPECTOR AT THE FINAL INSPECTION. x j 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. j 10.PLANTING AREAS TO RECEIVE T LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: / - STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION z �. ® ELECTRIC JUNCTION CABINET 0 Of V'OS` ® ELECTRIC SERVICE BOX STREET LIGHT y` ® ELECTRIC JUNCTION CABINET \^' � + TRANSFORMER SLAB BOX Y Y FIRE HYDRANT U) STOP SIGN z Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON r DESCRIPTION:xxx ORIGINAL DRAWING 0® 1 SCALE: r=70' x o x a IF NOT ONE INCH ON x THIS SHEET, ADJUST NORTH O 10 20 30 40 TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR.DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT JUMP 0 CA. �pfy`y.Murpy 'tP STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS PLT-2 p ASSISTANT GENERAL MANAGER DATE TRACT 36117, PA 113 NORTH STARLING ENGINEER NAME HERE R.C.E.XXXXX SUMMERSIMURPHY&PARTNERS, INC. EXP.X/X/XX 34197 COAST HIGHWAY,S UITE200 DEPARTMENT APPROVALS o�ae-n +F DANA POINT, A 92HI (949)443-1446 SITE PLANTING LAYOUT PLAN OF 40 SHTS LANDSCAPE ARCHITECTS FILE NO. o OF CAGE CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinc.net 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ _ LJJ _ KEY MAP FIRE HYDRANT 1� � 1� gHEE ON ♦ ♦ LP 6. P � " PX� ® z� - h FIRE HYDRANT ♦ ♦ P�P�1A NETS. ♦ 1 STREET TREE LEGEND BA, \ P\• 1A6 SYM. NAME SIZE =ER PLANT USAG QNTY. TRISTAN I BCOO)NFERTA 24"BOX M 6 BRISBAN PLpN 3 4R PISTAC CHINENSIS 24"BOX M 11 o 1A 1G OIA CHINESE PISTACHE ROOT BARRIER \0 \ SHRUB SLOPE PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES OTY WUGOLS • Ny,d \ , CALLISTEMON'LITTLE JOHN' 1GAL. 24"O.C. 193 L DWARF BOTTLE BRUSH 3� COTCNEASTER DAMMERI'LOWFAST' 1 GAL, 30"O.C. 216 M Q�PN13a COTONEASTER vo %. METES BICOLOR 1 GAL. 30"O.0 167 M + * FORTNIGHT LILY FLP� �r IF MYOPORUM PARVOLIUM 1 GAL.24"O.C. 285 L 3 G-�1 NCN • ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.C. 42 L HUNTINGTON CARPET ROSEMARY = GENERAL PLANTING NOTES: o- O N 369 \. 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE p�A1AP �., SUCH REPORT SHALL NCORPORATED BY TOBTAINED BY THE COHETCON RACTOR INTO NSTALLLATIONRECOMMENDATIONSOOF PLANTING AREAS. BE - vO • CURB 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE O 10 / CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF SIDEWALK ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR V, �O SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT •`` G \ i f. PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. R 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR N . v\ PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE \ ` SIDEWALK AREA.ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES P�P ZGR t OAS G SHALL RECEIVE DEEP ROOT BARRIERS. .,` N �V 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER V� a 1AZ S� FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OFTEN(10)FEET FROM ALL ?j w`r3P UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. x k PO O • r: SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PVol 1�3 6 LANDSCAPEE ONCE ALL WORK ISOC CONTACT OMPLETE.THE CITY FOR A FINAL INSPECTION OF THE x ,1 4a � � 7.CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY x INSPECTOR AT THE FINAL INSPECTION. x 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. y • ,. ` / 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS ♦ STREET LIGHT NOTES: STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES j i ��%" ♦ - FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND z \ J/,/' ♦ FENCE PLANS PREPARED BY CIVIL ENGINEER 0 r ♦ ♦ Q�.�,1 SYMBOL LEGEND wl G SEE sN ` SYMBOL DESCRIPTION SYMBOL DESCRIPTION z Oto ``N� ELECTRIC JUNCTION CABINET 0 ' ♦ ♦ MP�GN ® ELECTRIC SERVICE BOX STREET LIGHT ♦ ♦ ® ELECTRIC JUNCTION CABINET LLJ TRANSFORMER SLAB BOX W FIRE HYDRANT Z STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE.REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON r DESCRIPTION:xxx ORIGINAL DRAWING SCALE: 1"=10 x m 0® 1 x x IF NOT ONE INCH ON X THIS SHEET, ADJUST NORTH 0 10 20 30 40 x TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY s WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. ELSINORE VALLEY MUNICIPAL WATER DISTRICT U NM SCgpf AMPSTARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS 9`o ASSISTANT GENERAL MANAGER DATE ,�, TRACT 361 17, PA 1 B NORTH STARLING PLT-3 ENGINEER NAME HERE R.C.E.XXXXX SUMMERS/MURPHY&PARTNERS, INC. # �S EXP.X,X,XX 4,97 COAST HIGHWAY,SUITE 290 SITE PLANTING LAYOUT PLAN DEPARTMENT APPROVALS # n3- 17 • DANAPOINT,CALIFORNIA 92629(949)443-1446 OF 40 SHTS e m,. oRx LANDSCAPE ARCHITECTS FILE N0. f 4T CFCAUF rP 334 PLT SITE z 3o CONTACT INFO'LESLIE LEE-MI EMAIL:Ilee@smpin—e t ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX — — W KEY MAP FIRE HYDRANT V ,( NORTH C, • �� A NTS. �P QP ���3 N2•nSSTREET TREE LEGEND Q '( • �i SYM. NAME SIZE usnEE 1— vw, NTY �� - ® TRISTANIA CONFERTA 24"BOX M 2 BRISBANE BOX N C \ � Go • ye \ PISTACIA CHINENSIS 24"BOX M 7 ?j • Ok * CHINESE PISTACHE A �O ROOT BARRIER `k SHRUB SLOPE PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES QTY WUCOLS \10 • CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. 41 L � DWARF BOTTLE BRUSH (P f COTONEASTER DAMMERI'LOWFAST 1GAL.30"O.C. --- M COTONEASTER DIETES BICOLOR - 1 GAL.30"O.0 105 M �+ • FORTNIGHT LILY W • MYOPORUM PARVIFOLIUM 1 GAL.24"O.C. 137 L A NCN s** ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.C. — L *'*w* HUNTINGTON CARPET ROSEMARY +***** GENERAL PLANTING NOTES: `nJP 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE v INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. G� 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR STREETLIGHT SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT ^G . PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE C• SIDEWALK AREA ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(1 T OF FROM ALL NTS,[ UNDERGROUND UTILITIES,STREETLIGHTS,HYDRA ,AND OUT DRAINAGE FLOW LINES. x SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. X ,( 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL WORK IS COMPLETE. x 7.CONTRACTOR IS TO FINAL I DE NSPECTES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY X INSPECTOR AT THE FINAL INSPECTION. X YV 8. MATURE T SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 9. ALL BOXEDD TREESREES T TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS O\N_ C. NOTES: STREETTREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES G`7 aV FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER O V♦ ` P��' SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION z ELECTRIC JUNCTION CABINET O j ® ELECTRIC SERVICE BOX STREET LIGHT CURB ® ELECTRIC JUNCTION CABINET W `^' z SIDE WALK TRANSFORMER SLAB BOX C r FIRE HYDRANT V) Z STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING a 0® 1 % SCALE: 1"=10' X a IF NOT ONE INCH ON 15THIS SHEET, ADJUST NORTH O 10 20 30 40 TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE °SOgpe SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT ��P4A`N.Mw,µy 4y STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS PLT-4 � " � � SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING o ASSISTANT GENERAL MANAGER DATE ,stye ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE200 * * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)4431446 SITE PLANTING LAYOUT PLAN of 40 SHTS DEPARTMENT APPROVALS 4y,—ate- r LANDSCAPE ARCHITECTS (' V' �OFCALIF FILE NO. o; CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee�smpinc.net 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ _ W KEY MAP STREET LIGHT grQx 110 2ON- STREET TREE LEGEND SYM. NAME SIZE MTn PLANT QNTY • P r% * */` TRISTANIA CONFERTA 24"BOX M 5 BRISBANE BOX J� N3�� • " PISTACIA CHINENSIS 24"BOX M 9 CHINESE PISTACHE ROOT BARRIER SHRUB SLOPE PLANTING LEGEND NZP G SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES CITY WUCOLS CALLISTEMON'LITTLE JOHN' 1GAL. 24"O.C. 136 L //;i C•� DWARF BOTTLE BRUSH COTONEASTER DAMMERI TOWFAST' 1 GAL.30"O.C. 126 M COTONEASTER // Q".��� \ ® .• *� METES BICOLOR i GAL.30"O.0 113 M FORTNIGHT LILY MYOPORUM PARVIFOLIUM 1 GAL.18"O.C. 85 L NCN ROSMARINUS O.'HUNTINGTON CARPET'1 GAL.24"O.C. - L HUNTINGTON CARPET ROSEMARY CURB GENERAL PLANTING NOTES: 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE FROM SUCH Q�('�`'6 • SIDE WALK NCORPORATEDBYTOHET ONTRACTORNDATIONS IN OENSTALLATIONOFPLANTINGAREAS, BE 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE AA CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF �K ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR * ` SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED, \ . ` 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE O SIDEWALK ARE0.ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES 5 SHALL RECEIVE DEEP ROOT BARRIERS. V 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER N` G� FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET FROM ALL �� ♦ .• `�� UNDERGROUND UTILITIES,STREETUGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. X SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON Z \ V\xv , 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE x ONCE ALL WORKl- Q � `O� .f G� 7.CONNTRACTOR S TO PROVIDE IS O COMPLETE.SOIL AMENDMENT DELIVERY TICKETS TO THE CITY x Z INSPECTOR AT THE FINAL INSPECTION.r x_ r_ 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. �L 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS (P NOTES: 3G .• - STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND J P \ FENCE PLANS PREPARED BY CIVIL ENGINEER N O Zm �� SYMBOL LEGEND Id `^I SYMBOL DESCRIPTION SYMBOL DESCRIPTION z ELECTRIC JUNCTION CABINET O ELECTRIC SERVICE BOX STREET LIGHT a� ' ♦ ��� SN ® ELECTRIC JUNCTION CABINET Ld TRANSFORMER SLAB BOX 101 FIRE HYDRANT •. a o z `,��`�' STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES MPG NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON o DESCRIPTION:xxx ORIGINAL DRAWING SCALE: 1"=W' x T 0® 1 x IF NOT ONE INCH ON x THIS SHEET, ADJUST NORTH O 10 20 80 40 TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT gDSC4p FAIR— OEM STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS 5P LT-5 TRACT 361 1 7 SPA 18 NORTH STARLING a ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. # 9 ENGINEER NAME HERE R.C.E.XXXXX n EXP.X/X/XX 34197 COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS *, ma-�� P DANA POINT,CALIFORNIA M29(949)443-1446 OF 40 SHTS rq LANDSCAPE ARCHITECTS SITE PLANTING LAYOUT PLAN FILE NO. a �OFCALIF� CONTACT INFO:LESLIE LEE-MI EMAIL:II..@—pinc.net 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX — _ W KEY MAP • • 7 STREET LIGHT 00 FIRE HYDRANT ' 7 � `� Q�� P���66 S� / a MP�c � ♦ pp.FZ �- m n � � P P 3gFz cTID / y 77777 1 � \ FN 2G N3PR \ p O�,66 INTS. 10% L STREET TREE LEGEND (PLANT DNTV FOR TOTAL SITE) SYM. NAME SIZE WATER PEiwr USAGE QNTv ® TRISTANIA CONFERTA 24"BOX M 8 BRISBANE BOX 0 t dv s �o PISTACIA CHINENSIS 24"BOX M 9 CHINESE PISTACHE ROOT BARRIER / SHRUB SLOPE PLANTING LEGEND SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES QTY WUCOLS It �A� CALLISTEMON' TTLE JOHN' 1 GAL. 24"O.C. 124 L -✓ o 7 R DWARF BOTTLE BRUSH �O. COTONEASTER DAMMERI TOWFAST 1 GAL.30"O.C. 59 M C!1 16� COTONEASTER 1l DIETES BICOLOR 1 GAL.30"O.0 126 M P16N FORTNIGHT LILY / \.0 MYOPORUM PARVIFOLIUM 1 GAL.24"O.C. 297 L NCN P\,P�1 2 ROSMHUNTINGTON CARPET ROSEMARY 1 GAL.24"O.C. 63 L B `C1 �� GENERAL PLANTING NOTES: FROM SUCH REPORT SH AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE C) , ! INCORPORATEDTREEMATER BY TH THE E COACTOR.RECOMMENDATIONS NTRACTOR INTO INSTALLATION OFPLANTING AR 2. EASL BE IAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED. THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLESIZEATTHE TIME INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR / SPECIES SUBSTITUTION;DOWNSIZING ORIT SUBSTITUTION OF PLANT MATERIAL WITHOUT PPX • . '���� PRIOR ALI I ATI IN ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IS SH RRIGATION VALVES IN SHRUB AREAS.SER THAN FOUR() G \ ALL 4 PUBLIC C S DEWALK EXCEPT SE WHEREOTREE WELLS OR PA4pKWAYS ARE PROVIDE FEET F OM ANY D WALKWAY SIDEWALK AREA.ALL TREE PLANTED WITHIN SIX(AFEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET FROM ALL UNDERGROUND UTILITIES,STREETUGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. tig0� ®� • MPS(,N�-�N SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. 8.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL WORK IS COMPLETE. 7.CONTRACTOR IS TO PROVIDE OVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY INSPECTOR AT THE FINAL INSPECTION. x / B. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. / 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEVARDS NOTES: - STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND STREETLIGHT FENCE PLANS PREPARED BY CIVIL ENGINEER O wi O� d6� SYMBOL LEGEND 26>O Z � ®` SYMBOL DESCRIPTION SYMBOL DESCRIPTION `. al � `� �' ® ELECTRIC JUNCTION CABINET O ® ELECTRIC SERVICE BOX STREET LIGHT U CURB ® ELECTRIC JUNCTION CABINET Lij `^/ z SIDE WALK TRANSFORMER SLAB BOX ( y FIRE HYDRANT z STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES ` NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN o COORDINATE SYSTEM: xxx BAR IS ONE INCH ON o DESCRIPTION:xxx ORIGINAL DRAWING x o® i SCALE: 1"=10' x x IF NOT ONE INCH ON x u,I THIS SHEET, ADJUST NORTH O 10 20 30 40 x TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR.DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT `AN9sc4,,f STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS ASSISTANT GENERAL MANAGER DATE PLT-6 a SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 1 7, PA 1 B NORTH STARLING ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 SITE PLANTING LAYOUT PLAN _ DEPARTMENT APPROVALS * EXP.x/x/xx DANA POINT,CALIFORNIA 92629(949)443-1446 OF 40 SETS '"rqr LANDSCAPE ARCHITECTS FILE NO. P OF CAI11, llee@smpinc .net 3 CONTACT INFO:LESLIE LEE-MI EMAIL:(lee SMP#742-368 RES: XX P.Z.: XX 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: INC CHECKED BY: LLM DATE: — — LJJ ' KEY MAP FIRE HYDRANT ' 1` \ SEE v 50 r 0 0 1 0 > NORTH NTS Ln A MATCHLINE -SEE SHEET PLT-8 STREET TREE LEGEND PLANTONTY FOR TOTAL SITE) FIRE HYDRANT SYM. NAME SIZE WATER PLANT �Y USAGE pNTV. Q ® TRISTANIA CONFERTA 24"BOX M 5 r BRISBANE BOX CHINENSIS 24"BOX M 11 ' OCHINE � .I t, CHINESE PISTACHE' � z SHRUB SLOPE PLANTING LEGEND O ''' ZROOT BARRIER �,v ' 11 SYMBOL BOTANICALICOMMON NAME SIZE/NOTES CITY WUCOLS 1 4 J _ - r 41 '• `14 CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. 54 L DWARF BOTTLE BRUSH r ;/, COTONEASTER DAMMERI'LOWFAST' 1 GAL.30"O.C. 33 M `I 0 r- --""'f COTONEASTER METES BICOLOR 1 GAL.30"O.0 26 M -4 W t FORTNIGHT LILY ' I 4 W I 1 T j MYOPORUM PARVIFOLIUM 1 GAL.24"O.C. 49 L '1, ! j NCN 1 v ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.C. -- L STREET LIGHT N(3) I HUNTINGTON CARPET ROSEMARY g o �• GENERAL PLANTING NOTES: a J ' 1. AT THE p1 PN10 INCORPORATEDOBTAINEDBYHEYCTON CONCONTRACTOR, RECOMMTOR INTOENDATIONS INSTALLATION RATIONSFROM O PLANTIN OF ROUGH CRADING,AN AGRONOMIC$OIL$ REPORT SHALL RT SHALL BE 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE �0 • CONTAINER SIZE INDICATED.IF THE CONTACTOR CANNOT LOCATE MATERIAL OF / ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR \ Q PRIOR APPROVAL OF SPECIES I LANDSCAPEDOWNS AIRCHIITECT WILL NOT BE ALLOOWEENG OR SUBSTITUTION OF PLANTp MATERIAL WITHOUT * 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 301 \ 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR Cl) PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWARE PROVIDED IN THE 00 p�P 181 SHALL RE EI ARE ALLEEPROOT T AANTED NTLERS.THIN SIX(6)FEET OFAYS WA KS OR PUBLIC UTILITIES Vol 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OFTEN(10)FEET FROM ALL J pY \ UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. x SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON Ct� PLACEMENT. x L 6.CONTACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE x LANDSCAPE ONCE ALL WORK IS COMPLETE. 7.CONTACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY x INSPECTOR AT THE FINAL INSPECTION, x • . 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES i - FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND CURB FENCE PLANS PREPARED BY CIVIL ENGINEER O \\ q96 SYMBOL LEGEND G SIDE WALK ZII-- �°' * O `v V . SYMBOL DESCRIPTION SYMBOL DESCRIPTION z ELECTRIC JUNCTION CABINET O • Q V D-J / P\ . .' ® ELECTRIC SERVICE BOX 7 STREET LIGHT 6 ® ELECTRIC JUNCTION CABINET W %� �� E� STREET LIGHT TRANSFORMER SLAB BOX � FIRE HYDRANT � • . . cNL�NE' o CI STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES •' Mp`� u NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN ISCOORDINATE SYSTEM: xxx BAR IS ONE INCH ON r DESCRIPTION:xxx ORIGINAL DRAWING X D® 1 SCALE: 1"=10 x IF NOT ONE INCH ON x �I THIS SHEET, ADJUST NORTH O 10 20 30 40 x TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. e ELSINORE VALLEY MUNICIPAL WATER DISTRICT v,NDScgp4, IPA 0, STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE m P�T-7 ?j " SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 113 NORTH STARLING n 'NI_te ENGINEER NAME HERE R.C.E.%X%XX _ ITE 200 DEPARTMENT APPROVALS 34197COAIFORNIST 92629(49)44 #—�tL6�* EXP.X/X�XX LIANA POINT,CALIFORNIA 92829(949)443-1448 SITE PLANTING LAYOUT PLAN of 40 SHTS . , OFIIFP LANDSCAPE ARCHITECTS FILE N0. 3o CONTACT INFO:LESLIE LEE-MI EMAIL:I1..@..pi--t 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NO CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ _ ELL] KEY MAP FIRE HYDRANT' > r_ SEE SHEET PLT-9 MAT�HLINE" TREET LIGHT -� GON I f O LA PLPN I LOTN89 R LOT PLA88 L � NORM STREET TREE LEGEND (PLANT GNTY FOR TOTAL SITE) T T,•y3 �51� SYM. NAME SIZE CATER PLANT USAGE QNTY. m r8 aR / F N / StiF A� RISANIA CONFERTA 24"BOX M B RISBANE 80X A a �O�'��C 10 '86 70 O PISTACIA CHINENSIS 24"BOX M 9 <� ..... ........................._.........�..._, . CHINESE PISTACHE =� • ROOT BARRIER SHRUB SLOPE PLANTING LEGEND -"......,, !! . SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES OTY WUCOLS CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. --- L DWARF BOTTLE BRUSH COTONEASTER DAMMERPLOWFAST' 1GAL.30"O.C. --- M COTONEASTER * *+* DIETES BICOLOR 1 GAL.30"O.0 50 M FORTNIGHT LILY + MYOPORUM PARVIFOLIUM 1 GAL.18"O.C. 76 L NCN rr ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.C. — L HUNTINGTON CARPET ROSEMARY GENERAL PLANTING NOTES: 1. ATTHE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE 110 INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT V PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(41 FEET FROM ANY WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE • SIDEWALK AREA.ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES . SHALL RECEIVE DEEP ROOT BARRIERS. . 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET FROM ALL UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT. 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL WORK IS COMPLETE. _`1Qj3 • �(� G`�V 7.CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DEUVERY TICKETS TO THE CITY r 7r INSPECTOR AT THE FINAL INSPECTION. ! 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. Q O•�'�� P • ��` 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. V 10.PLANTING AREAS TO RECEIVE 3,LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL ANDFENCE INFORMATION REFER TO APPROVED WALL AND �v FENCE PLANS PREPARED BY CIVIL ENGINEER O �P SYMBOL LEGEND �i ri SYMBOL DESCRIPTION SYMBOL DESCRIPTION z al ELECTRIC JUNCTION CABINET 0 . ® ELECTRIC SERVICE BOX STREET LIGHT CURB ® ELECTRIC JUNCTION CABINET 0 W ®SIDE WALK TRANSFORMER SLAB BOX ICY FIRE HYDRANT � STOP SIGN z o Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON r DESCRIPTION:xxx ORIGINAL DRAWING scnM r=V o o® i IF NOT ONE INCH ON x �I THIS SHEET, ADJUST NORTH O 10 20 30 40 X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: - REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1J,NDSCAAf, �,� STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANSAP PLT-8 � ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING ENGINEER NAME HERE R.C.E.XXXXX DEPARTMENT APPROVALS 3O97,CALIFORNIA 92629(949)44 SITE PLANTING LAYOUT PLAN OF 40 SHTS * * EXP.X/X/XX DANA POINT,CAST HIGH AY,SUITE(949)443-1448 LANDSCAPE ARCHITECTS FILE NO. 0 OF CALIF 3 CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinc.net ENGINEERING WATER WASTEWATER I DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX 334_PLT_SITE W KEY MAP �".....-�R".. NORTH NTS. STREET TREE LEGEND REFER TO STREETSCAPES& Cl� svM. NAME SIZE sgGH PLANT E PTY SLOPES PLANS,TRACT 36117 PREPARED BY SMP / O ® TRISTAN BOX FERTA 24"BOX M 7 RIS a " PISTACIA CHINENSIS 24"BOX M CHINESE PISTACHE ROOT BARRIER PLAN 3AR PLAN 1B PLAN 2B p co SHRUB SLOPE PLANTING LEGEND f / LOT S7 I LOT 88 i LOT 89 ' CO�01 CIS ,4U SYMBOL BOTANICAUCOMMON NAME SIZE/NOTES CITY WUCOLS 6CR CALLI DWARFNBOTTLE JOHN'LE BRUSH 1 GAL. 24"O.C. 84 L Vol-6 & \ COTONEASTER DAMMERI'LOWFAST' iGAL.30"O.C. --- M COTONEASTER Vol a 1 459 DIETES BICOLOR 1 GAL.30"O.0 - M FORTNIGHT LILY O, MYOPORUM PARVIFOLIUM 1 GAL.24"O.C. 185 L NCN � ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.C. - L StA . HUNTINGTON CARPET ROSEMARY G GENERAL PLANTING NOTES: Q STREET LIGHT i 1. ATT IN CONCLUSION T ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE `4 ®\ CURB OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FROM SUCHREPORTPLANTING AREAS. BE `{5 7 Q INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. .(pL� v 2.TREE MATERIAL SPECIFIED MUST MEET STANDARDINDUSTRY SPECIFICATIONS FOR THE " SIDE WALK CONTAINER SIZESSE INDICATED.E THE CONTRACTOR CANNOT LOCATE ANDSCAMATERIAL OF Y \ m 000 SN�E'C ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR .. EE v SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT PRIOR APPROVAL OF LNDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(41 FEET FROM ANY WALKWAY OR r PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE N A G SIDEWALK AREA ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES Mp+` SHALL RECEIVE DEEP ROOT BARRIERS. i� TREEPLA LOCATIONS SHOWN ON N MAY REQUIRINIMUE ADJUSTTENMENT IN THE FIELD.WHENEVER Y p,O, 5.UNDEFEASIBLE,TREES RGROUND UTILIO ES,STR ETUGHTSMHYDRANTS,AND(OUFEET FROM ALL T OF DRAINAGE FLOW LINES. X ' III SHOULD PLACEMENTS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON X 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE LANDSCAPE ONCE ALL WORK IS COMPLETE. 7.CONTRACTOR IS TO PROVIDE COPIES OF SOILAMENDMENT DELIVERY TICKETS TO THE CITY X INSPECTOR AT THE FINAL INSPECTION. X 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. `1 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. 10.PLANTING AREAS TO RECEIVE T LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: - STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER O a SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION z ai ® ELECTRIC JUNCTION CABINET O ® ELECTRIC SERVICE BOX STREET LIGHT ® ELECTRIC JUNCTION CABINET `^/ LLI CL TRANSFORMER SLAB BOX T y FIRE HYDRANT o z STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON o DESCRIPTION:xxx ORIGINAL DRAWING o® 1 SCALE: 1"=10' X 41 a IF NOT ONE INCH ON X 2I THIS SHEET, ADJUST NORTH O 10 20 30 40 X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICTuso STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS MID TRACT 361 1 7, PA 1 B NORTH STARDNG PLT-9 o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS, INC. ENGINEER NAME HERE EXP.X/XEXXX XX 34197 COAST HIGHWAY,SUITE 200 _ DEPARTMENT APPROVALS �' m-s+-n • - DANA POINT,CALIFORNIA 92629(949)443-1446 SITE PLANTING LAYOUT PLAN OF 40 SHTS `"jq LANDSCAPE ARCHITECTS (� OF CAUF FILE N0. 3o CONTACT INFO:LESLIE LEE-MI EMAIL:IIee(e4ampinc.nef 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-366 RES: XX P.Z.: XX — — W KEY MAP 2 (o �� 2r cu * ` ti IV 401-9 3q cs NOffrH 4pLQN / OT9?eR NTS. STREET TREE LEGEND (PLANT QNTY FOR TOTAL SITE) O SYM. NAME SIZE WATER PLANT USAGE QNTY. ••` A � *0 TRISTANIA CONFERTA 24"BOX M 9 CA %r ® BRISBANE BOX • ` `�T 3 71 PISTACIA CHINENSIS 24"BOX M / " CHINESE PISTACHE / ROOT BARRIER �® <C���es, SHRUB SLOPE PLANTING LEGEND • SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES QTY WUCOLS SIDEWALK ` / "' �. CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. L / DWARF BOTTLE BRUSH CURB �Q COTONEASTER DAMMERI TOWFAST 1 GAL.30"O.C. --- M COTONEASTER _ Y T9S je `\\ * * • DIETES BICOLOR 1 GAL.30"O.0 M FORTNIGHT LILY MYOPORUM PARVIFOLIUM 1 GAL.24"O.C. --- L NCN / A / ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.C. - L S 4 '9,p <o�vti � HUNTINGTON CARPET ROSEMARY T96a01 GENERAL PLANTING NOTES: 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. / ` 2.TREE MATER SIZE INDICATED. MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE p CONTAINER SIZE INDICATED.E THE CONTRACTOR CANNOT LOCATE MATERIAL OF ACCEP��v •. / SPECIE SUBBLE SIZE TITUTION; N;DOWN RINGINSTALLATION,SUBSTITUTION OF LANDSCAPE ARCHITECTWITHOUT SPECIES SUBSTITUTION;DOWNSIZING IT SUBSTITUTION OF PLANT MATERIAL WITHOUT ` ® PRIOR APPROVAL IO LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. A 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR FEET FROM ANY WALKWAY OR �O PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS KWAYS ARE PROVIDED IN THE . 9)�9 SIDEWALK AREA ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. . 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET FROM ALL UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUi OF DRAINAGE FLOW LINES. X SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON PLACEMENT x / A 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE X ,1• LANDSCAPE ONCE ALL WORK IS COMPLETE. <��'V jn 7 INSPECTOR ATITHE FINAOV L INSPECT COPIES K)N.F SOIL AMENDMENT DELIVERY TICKETS TO THE CITY X 98 L7L� 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT, 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: v ` - STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES z - FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND / All FENCE PLANS PREPARED BY CIVIL ENGINEER O SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION ELECTRIC JUNCTION CABINET O 99 aI M ELECTRIC SERVICE BOX STREET LIGHT � - ` ® ELECTRIC JUNCTION CABINET Li TRANSFORMER SLAB BOX W FIRE HYDRANT U) c v z STOP SIGN Underground Service AlertIS BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN P COORDINATE SYSTEM: xxx BAR IS ONE INCH ON o DESCRIPTION:xxx ORIGINAL DRAWING SCALE: 1" =10' O® 1 X IF NOT ONE INCH ON X �I THIS SHEET, ADJUST �ORTH O 10 20 30 40 X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY t WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. o ELSINORE VALLEY MUNICIPAL WATER DISTRICT - v,Nosc4,,e STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o ASSISTANT GENERAL MANAGER DATE �g -� SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING PLT-10 7a1-IB ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 # * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 SITE PLANTING LAYOUT PLAN OF 40 SHTS DEPARTMENT APPROVALS „� oa. r R LANDSCAPE ARCHITECTS FILE N0. 0 oOFCAUF CONTACT INFO:LESLIE LEE-MI EMAIL.IIee@smpi—,t 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ _ KEY MAP REFER TO STREETSCAPES& SLOPES PLANS,TRACT 36117 PREPARED BY SMP 1 Q.� <10 P NTS, STREET TREE LEGEND (PLANT ONTY FOR TOTAL SITE) . J / SYM. NAME SIZE WATER PLANT USAGE QNTY. 4 �® !0 D BRISBANE BOX FERTA 24"BOX M 7 *� OPISTACIA CHINENSIS 24"BOX M - CHINESE PISTACHE ROOT BARRIER SHRUB SLOPE PLANTING LEGEND A SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES QTY WUCOLS \® CALLISTEMON TITTLE JOHN' 1 GAL. 24"O.C. --- L G DWARF BOTTLE BRUSH Oil�2 !!�%ii COTONEASTER DAMMERPLOWFAST' i GAL.30"O.C. --- M CURB lJ '- COTONEASTER N DIETES BICOLOR 1 GAL.30"O.0 38 M SIDE WALK : Z FORTNIGHT LILY 7,0 MYOPORUM PARVIFOLIUM 1 GAL.18"O.C. 68 L Lv: NCN 7 O� 'C) ROSMARINUS O.'HUNTINGTON CARPET 1 GAL.24"O.0 --- L HUNTINGTON CARPET ROSEMARY GENERAL PLANTING NOTES: OI OLO 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE G OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. j/ 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF N ACCEPTABLE SIZE ATTHE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT ( PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. / 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR NS PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE . SIDEWALK AREA.ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. . ® 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OF TEN(10)FEET FROM ALL UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. X SHOULD PLACE THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON < 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE 'O LANDSCAPE ONCE ALL WORK IS COMPLETE. <o�� 7.CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DEWERY TICKETS TO THE CITY X INSPECTOR T THE FINAL INSPECTION. A 8. MATURE PLAANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. . 707 10.PLANTING AREAS TO RECEIVE T LAYER OF MULCH,INCLUDING SIDEYARDS NOTES: STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER 0 <A SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION z ELECTRIC JUNCTION CABINET O ® ELECTRIC SERVICE BOX STREET LIGHT U ® ELECTRIC JUNCTION CABINET `^, LLJ TRANSFORMER SLAB BOX I( y FIRE HYDRANT = v z `- ♦ �V•o (`'l) STOP SIGN Underground Service Alert VERIFY SCALES O BASIS OF BEARING �M� NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN E COORDINATE SYSTEM: xxx BAR IS ONE INCH ON o DESCRIPTION:xxx ORIGINAL DRAWING SCALE: 1"=107 x 0® 1 x IF NOT ONE INCH ON X THIS SHEET, ADJUST NORTH O 10 20 30 40 X v,I TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. a ELSINORE VALLEY MUNICIPAL WATER DISTRICT �NOSCgp wirmarDa STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS R TRACT 36117, PA 1B NORTH STARLING ASSISTANT GENERAL MANAGER DATE PLT-11 ENGINEER NAME HERE R.C.E.XXXXX SUMMERS/MURPHY&PARTNERS, INC. DEPARTMENT APPROVALS 34197AIFORNI 92629( 4 949)4 # * EXP.X/X/XX COAST HIGHWAY, AY, ITE20 DANA POINT,,CA &1446 SITE PLANTING LAYOUT PLAN OF 40 SETS '"q LANDSCAPE ARCHITECTS E N0. o OFCALIF CONTACT INFO:LESLIE LEE-MI EMAIL:II..§.mpI--t FILE PLT SITE Z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NO CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX — — W KEY MAP STREET LIGHT €I LIMIT OF WORK PLAN 3 P. LOT 113 _.. � \ s Vol 1 P O N111 NTS N® L / All__ STREET TREE LEGEND ANT ONTV FOR roruSITE) SVM. NAME SIZE usncE aNTv VO TRISTANIA CONFERTA 24"BOX M -- 44-6" ® BRISBANE BOX PISTAO IA CHINENSIS 24"BOX M 11 CHINE CHINESE PISTACHE s ROOT BARRIER �Q ` ,� �• ' 'Se'": SHRUB SLOPE PLANTING LEGEND :••;", ,�........... .,,.,. *" � `` '•,`,• SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES QTY WUCOLS .x V CO o-a ;Q ON v "' ; CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. 176 L DWARF BOTTLE BRUSH Qo `` rA CU •;x ''�% COTONEASTER DAMMERI'LOWFAST 1 GAL.30"O.C. 159 M z` : COTONEASTER 1Qu0 � I ` `S ******* DIETES BICOLOR 1 GAL.30"O.0 174 M • FORTNIGHT LILY A MYOPORUM PARVIFOLIUM 1 GAL.18"O.C. -- L 1 :y NCN "', ;• ROSMARINUS O.'HUNTINGTON CARPET'1 GAL,24"O.0 70 L HUNTINGTON CARPET ROSEMARY GENERAL PLANTING NOTES: •� t� 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FROM SUCH REPORT SHALL BE INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLANTING AREAS. 2.TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE `y01 CONTAINER SIZE INDICATED.IF THE CONTRACTOR CANNOT LOCATE MATERIAL OF �V�y�` ACCEPTABLE SIZE AT THE TIME OF INSTALLATION,CONTACT LANDSCAPE ARCHITECT FOR '\6 L 10-1 �.�� SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT ' PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. Ndld / 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. -j; 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANV WALKWAY OR PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE %% SIDEWALK AREA ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES CURB / SHALL RECEIVE DEEP HOOT BARRIERS. Q =� 6 TREE FEASIBL LOCATIONS E,TREES SHOULD BE PLANTED ARMNI/MUM OFTEN 10)F ETFROMALIRE ADJUSTMENT IN THE FIELD.W SIDE WALK a WHENEVER j UNDERGROUND UTILITIES,STREETUGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW ONES. X 6�V�.� J SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON GUTTER / PLACEMENT. X ti f{ 6.CONTRACTOR/DEVELOPER IS TO CONTACT THE CITY FOR A FINAL INSPECTION OF THE X ALL WORK 7.CONNTRAC S TOR C TO PROVIDE I OPESPO SOILAMENDMENT DELIVERY TICKETS TO THE CITY INSPECTOR A THE FINAL INSPECTION. X X 8. MATURE PLANTINGS SHALL NOT INTERFERE WITH UTILITIES AND TRAFFIC SIGHT LINES. �" _ 9. ALL BOXED TREES TO BE TAGGED BY LANDSCAPE ARCHITECT. �'�'• OF `1R� �I� -'"�7 " 10.NOT SNTING AREAS TO RECEIVE T IAVER OF MULCH,INCLUDING SIDEYARDS o •� �O'`K }` - STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER �SyFFr j/ SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION z ELECTRIC JUNCTION CABINET 0 ® ELECTRIC SERVICE BOX STREET LIGHT '•� ® ELECTRIC JUNCTION CABINET LLJ TRANSFORMER SLAB BOX � FIRE HYDRANT � o � z STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON r DESCRIPTION:xxx ORIGINAL DRAWING SCALE: Y=10 X m 0® 1 X X IF NOT ONE INCH ON X �I THIS SHEET, ADJUST NORTH X O IO 20 30 40 TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 0s04pf STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o o ASSISTANT GENERAL MANAGER DATE SUMMERS/MURPHY&PARTNERS p� TRACT 361 17 PA 113 NORTH STARLING PLT-12 0 ENGINEER NAME HERE R.C.E.XXXXX , INC. r� EXP.X/X/XX 34197 COAST HIGHWAY,SUITE 200 _ DEPARTMENT APPROVALS * OYTL-1, * DANA POINT,CALIFORNIA 92629(949)443-1446 SITE PLANTING LAYOUT PLAN OF 40 SHTS OF Fig—NO.LANDSCAPE ARCHITECTS O 03 CONTACT INFO:LESLIE LEE-MI EMAIL:IIee@smpinc.net 334 PLT SITE 0 ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX _ — LL.I KEY MAP CL �I . f i W- h , NORTH® NTS. W' ° tiF STREET TREE LEGEND ) +I PLANT ONTY FOR TOTAL SITE SYM. NAME SIZE —E I— USAGE QNTY r;� A F TRISTANIA CONFERTA 24"BOX M 4 PLAN 1R �• "`'t> AST ® BRISBANE BOX LOT 106 J ,�2 O =^ry0 O, PISTACIA CHINENSIS 24"BOX M 4 v CHINESE PISTACHE O� vO ROOT BARRIER /\ SHRUB SLOPE PLANTING LEGEND CO /i, "." SYMBOL BOTANICAL/COMMON NAME SIZE/NOTES OTY WUCOLS Q Y CALLISTEMON'LITTLE JOHN' 1 GAL. 24"O.C. 281 L MATCHLINE -SEE SHEET PLT-11 DWARF BOTTLE BRUSH ✓ /� �, COTONEASTER DAMMERPLOWFAST' 1 GAL.30"O.C. 50 M COTONEASTER SIDE WALK �• V O C."nS.9 DIETES BICOLOR 1 GAL.30"O.0 216 M CURB Q V FORTNIGHT LILY GUTTER MYOPORUM PARVIFOLIUM 1 GAL.18"O.C. L STREET LIGHT NCN _ ROSMARINUS O.'HUNTINGTON CARPET' 1 GAL.24"O.0 --- L HUNTINGTON CARPET ROSEMARY GENERAL PLANTING NOTES: ® 00 1. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS REPORT SHALL BE OBTAINED BY THE CONTRACTOR.RECOMMENDATIONS FR M® TT ® _ ^� INCORPORATED BY THE CONTRACTOR INTO INSTALLATION OF PLAN RNO�R EAS. BE 2,TREE MATERIAL SPECIFIED MUST MEET STANDARD INDUSTRY SPECIFICATIONS FOR THE r QV 0 CO EPTAB NTAINELE SIZE ATSIZE THEED.IF THE TIME OF INSTALLAT10NNRCONTAOCT ANDSCAPE ARATE ICHITECT FOR AL OF I V SPECIES SUBSTITUTION;DOWNSIZING OR SUBSTITUTION OF PLANT MATERIAL WITHOUT r PRIOR APPROVAL OF LANDSCAPE ARCHITECT WILL NOT BE ALLOWED. 3.CONCEAL IRRIGATION VALVES IN SHRUB AREAS. 4.TREES SHALL NOT BE PLANTED CLOSER THAN FOUR(4)FEET FROM ANY WALKWAY OR 0" I PUBLIC SIDEWALK EXCEPT WHERE TREE WELLS OR PARKWAYS ARE PROVIDED IN THE SIDEWALK AREA.ALL TREE PLANTED WITHIN SIX(6)FEET OF WALKS OR PUBLIC UTILITIES SHALL RECEIVE DEEP ROOT BARRIERS. W ;{ 5.TREE LOCATIONS SHOWN ON PLAN MAY REQUIRE ADJUSTMENT IN THE FIELD.WHENEVER .1 FEASIBLE,TREES SHOULD BE PLANTED A MINIMUM OFTEN(10)FEET FROM ALL LU PLAN 3R - UNDERGROUND UTILITIES,STREETLIGHTS,HYDRANTS,AND OUT OF DRAINAGE FLOW LINES. X LOT 126 CEMENT. x PLAN 2 SHOULD THIS NOT BE POSSIBLE,CONTACT THE LANDSCAPE ARCHITECT FOR DECISION ON N PLAN 1 R 6.CONTRACTOR/DEVELOPER IS TO CONTACTTHE CITY FOR A FINAL INSPECTION OF THE X W LOT 125 .L LANDSCAPE ONCE ALL WORK IS COMPLETE. LOT 124 ., 7.CONTRACTOR IS TO PROVIDE COPIES OF SOIL AMENDMENT DELIVERY TICKETS TO THE CITY X W * , Y_ p�PN INSPECTOR AT THE FINAL INSPECTION.MATURE SHALL NOT INTERFERE WITH UTIUME X N L. ... - i 4 LOT 123 9. ALL BOXED TREIES NGS TO BE TAGGED BY LANDSCAPE ARCHITECT ND TRAFFIC SIGHT LINES. 10.PLANTING AREAS TO RECEIVE 3"LAYER OF MULCH,INCLUDING SIDEYARDS W _ c -� -- a NOTES: STREET TREES TO BE INSTALLED PER CITY OF LAKE ELSINORE GUIDELINES _ - - FOR ALL WALL AND FENCE INFORMATION REFER TO APPROVED WALL AND FENCE PLANS PREPARED BY CIVIL ENGINEER O V SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION z a ' +{«4"ix ••i' ® ELECTRIC JUNCTION CABINET O M .. ELECTRIC SERVICE BOX STREET LIGHT LIMIT OF WORK ® ELECTRIC JUNCTION CABINET Lij TRANSFORMER SLAB BOX Y Y FIRE HYDRANT Cn o z STOP SIGN Underground Service Alert BASIS OF BEARING VERIFY SCALES NOTE:REFER TO SEPARATE CIVIL ENGINEERING PLAN COORDINATE SYSTEM: xxx BAR IS ONE INCH ON DESCRIPTION:xxx ORIGINAL DRAWING 0® 1 .SCALE 1" =10 X m IF NOT ONE INCH ON X �I THIS SHEET, ADJUST NORTH O 10 20 30 40 X TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY s WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. $ ELSINORE VALLEY MUNICIPAL WATER DISTRICT NDS04pt `s zttz STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o gD a ASSISTANT GENERAL MANAGER DATE rcg n �� SUMMERS/MURPHY&PARTNERS, INC. TRACT #36117, RA I NORTH STARLING PLT-13 � �aI-ta ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 _ DEPARTMENT APPROVALS # ,� EXP.x/x/xx DANA POINT,CALIFORNIA 92629(949)443-1446 SITE PLANTING LAYOUT PLAN OF 40 SHTS � DF°c'AUF p LANDSCAPE ARCHITECTS FILE NO. o CONTACT INFO:LESLIE LEE-MI EMAIL:IIee@smpinc.net 334 PLT SITE z ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#74236g RES: IX P.Z.: XX _ _ LLJ 10 LEGEND G�(�� � 1 PREVAILING v 1 LEGEND 1. TREE OR SHRUB-SIZE PER 2 PLAN WIND 1� 2 1. 1,5,OR 15 GALLON SHRUB PLAN 2. 3"LAYER OF MULCH 3 LEGEND 3 2. 3"LAYER OF MULCH 3. 3"WATER BASIN 1. 'CINCH-TIE'BY V.I.T.CO.(619)673-1760 4 3. 3"WATER BASIN 4. FINISH GRADE 2. LODGEPOLE PINE STAKE COPPER 4. FINISH GRADE NAPHTHENATE IMPREGNATED. 2-112"DIA. - 4 5. AMENDED SOIL FOR x 12'LONG FOR 24"BOX AND SMALLER AR T . _ 5. AMENDED SOIL FOR PLANTING -m ih O PLANTING-SEE SOILS 2 3. DIA.MINIMUM, THICK MULCH RING I 5 SEE SOILS REPORT REPORT AROUND BASE AT TURF AREAS I-I I III-III 3 4. TOP OF ROOT BALL TO BE 1"ABOVE -I I I7 I I I_ 6 I 6 II 6. PLANT PIT EXCAVATION I-I 6. PLANT PIT EXCAVATION FINISH GRADE I-III III- 4 5. 3"HIGH WATER BASIN-SEE SPECS III -� 7 7. PLANTING TABLETS-SEE 7 7. PLANTING TABLETS-SEE 6. FINISH GRADE -III-I I _ � _ I - SCHEDULE FOR QTY. -III SCHEDULE FOR QTY. 5 7. PLANTING TABLET-SEE SCHEDULE FORa QTY. -I -I -III-III 8 8. ROOTBALL W 6 8. BACKFILL MIX-SEE SOILS REPORT , III I i III I III, 8 8. ROOTBALL I I III=III=III-IIINil-- 9 - 9. ROOTBALL 9 9. NATIVE SUBGRADE SECTION VIEW 9. NATIVE SUBGRADE _ I 10. NATIVE SUBGRADE NOT TO SCALE 2x ROOTBALL DIA. -III �I 2x ROOTBALL DIA. 10. EXISTING SLOPE � _ _ 7 I I -III NOTE: SECTION VIEW NOT TO SCALE w -III- 8 MIN.TWO TIES(TOP&BOTTOM) GI SLOPE PLANTING -III- III- 9 REQUIRED.USE THIRD TIE WHEN -_III-II-_III-III )I NECESSARY TO HOLD TREE IN 10 UP RIGHT POSITION.TIES TO BE A SHRUB PLANTING -I SECURED TO AVOID SLIPPAGE PLANTING TABLET SCHEDULE (WRAP STAKE TO FORM 2x ROOTBALL DIA FIGURE EIGHT. NAIL W/(1) . GRO-POWER PLANTING TABLETS FOR CONTAINER-GROWN PLANTS GALV.NAIL THROUGH EACH 1 LEGEND TIE INTO POLE. 1 GALLON CONTAINER RECEIVES .2-3 TABLETS 3 GALLON CONTAINER RECEIVES .3-6 TABLETS SECTION VIEW FOR 24"BOX TREES OR SMALLER 2 1. (1)8"'ARBOR GUARD'FOR EACH TREE 5 GALLON CONTAINER RECEIVES .6-9 TABLETS SCALE:1/2"=V-0" IN TURF BY DEEP ROOT CORP.(714) 7 GALLON CONTAINER RECEIVES .8-10 TABLETS 3 898-0563. 2. TOP OF ROOT BALL TO BE 1"ABOVE 10GALLON CONTAINER RECEIVES .10-12 TABLETS D DOUBLE STAKED TREE PLANTING q FINISH GRADE. 15 GALLON CONTAINER RECEIVES .12-15 TABLETS 3. 3"HIGH WATER BASIN-SEE 20"-24"BOX RECEIVES .14-16 TABLETS 1 SPECIFICATIONS - 36"BOX RECEIVES TABLETS 5 "BOX RECEIVES .16-18 TABLETS 4. FINISH GRADE 3 Q (-III _ 5 . BACKFILL MIX-SEE SOILS REPORT. .18-20 00 III III= 6. PLANTING TABLET-SEE SCHEDULE 42"BOX RECEIVES .20-22 TABLETS LEGEND _ CL O _) - 6 FOR QTY. 48"BOX RECEIVES .22-24 TABLETS _ _ _ Q O 1= 7. ROOTBALL 60"BOX RECEIVES .32-36 TABLETS 1. APPLY A ONE INCH(1") - . Oo Q 2 = - I 7 8. NATIVE SUBGRADE LARGER SIZES:FOR EACH 1/2"CALIPER USE: 3-4 TABLETS DIAMETER AMOUNT OF G.E. _ .n 9. 4"DIA.FLEXIBLE PERFORATED DRAIN SILICON ADHESIVE WITH SIX I I I I I I ( 1 1= III- `JJ PIPE ENCIRCLING BASE OF PLANTING INCH(6")LONG STAINLESS 9 PIT. CONNECT TO VERTICAL PIPE. STEEL WIRE TO SURFACE SURROUND PIPE WITH FILTER FABRIC. SOILS REPORT SOILS ANALYSIS (TRIANGULAR SPACED 10 10. 4'DIA.VERTICAL PERFORATED DRAIN LOCATIONS) PIPE. CONNECT TO PIPE AT BASE OF AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOIL ANALYSIS SUBMITTED TO THE CITY SHOULD _ /� 2 X DIAMETER PIT AND CAP AT SURFACE. SURROUND SOILS REPORT SHALL BE PREPARED BY THE OWNER AND INCLUDE THE FOLLOWING: 2. ESPALIER OR VINE(SEE �� 3 I OF ROOT BALL PIPE WITH FILTER FABRIC. FURNISHED TO THE CONTRACTOR,AND ALL RECOMMENDATIONS SOIL TEXTURE PLANTING PLAN FOR SIZE _ Q (/ PERCENTAGE OF ORGANIC MATTER ) FROM SUCH REPORT SHALL BE INCORPORATED BY THE SOIL INFILTRATION RATE(MEASURED OR DERIVED B DRAIN PIPE CONTRACTOR INTO INSTALLATION OF ALL PLANTING AREAS. FROM SOIL TEXTURE/INFILTRATION RATE TABLES) 3. FENCE OR WALL PH AND TOTAL SOLUBLE SALTS SECTION VIEW 5' 5' NOT TO SCALE TREE SOIL MIXTURE ORGANIC TOP DRESSING 1b TRUNK ALL PLANTING BEDS TO RECEIVE A LAYER OF ORGANIC TOP E VINE PLANTING PLANTER SOIL MIXTURE AND ANY AMENDMENT ADDITIVES SHOULD fD ROOT BE PROVIDED FOR BID PURPOSES ONLY. ORESSI AREAS TO FLOOR',:3"L CUT. CONTROL -SHRUB AREAS TO RECEIVE:3"LAYER MINIMUM BARRIER AVAILABLE FROM: AGUINAGA FERTILIZER 2 (949)786-9558 PLAN VIEW SIDEWALK NOT TO SCALE 3 CURB X LEGEND H PLANT TABLET SCHEDULE & NOTES LEGEND 4 1 CONCRETE PAVING-REFER ONCETEPAVING-REFER TO PLANS 1. GROUNDCOVER FROM FLAT 2. ONE PIECE,MOLDED AND 2. 3"DEEP MULCH FOR SHRUB AREAS AND SIDEYARDS;1-1/2"DEEP RIBBED ROOT BARRIER. O MULCH IN AREAS PLANTED WITH FLATS 3. FINISH GRADE RIBS TO BE A MINIMUM OF 1l8" 4. PREPARED BACKFILL(SEE SPECIFICATIONS FOR TYPE AND DEPTH) _ WIDE X 1/2"DEEP,AND FACING THE TREE. ROOT BARRIER EDGE OF PAVING,SIDEWALK,WALL,OR CURB z v o 1 BE MADE OF POLYETHYLENE � PLASTIC W/ULTRAVIOLET 2 INHIBITORS,.085"THICK MIN.24" U DEEP x 10'LONG(V EACH SIDE Ld D D OF TRUNK)INSTALL WITH TREES a- o - 6'FROM ANY HARDSCAPE.REFER (n w TO PLAN ABOVE. Z D m 3 3. ROOT BALL Underground Service Alert 4. AMENDED BACKFILL MIX Under 9 BASIS OF BEARING VERIFY SCALES _ _ -1-� 5. NATIVE SUBGRADE NOTES: 11 II III-I 1-` BAR IS ONE INCH ON -LOCATE PLANTS SPACED EQUAL DISTANCE(D)FROM EACH OTHER AS SHOWN _ _ NOTES: COORDINATE SYSTEM: xxx r DESCRIPTION:xxx ORIGINAL DRAWING -D-AS NOTED ON PLAN. SECTION VIEW -III III-III I I 5 DETAIL. OR STAKING,REFER TO TREEFOR PLANTING,REFER TO TREE ING m 0® 1 SCALE:1/2"=V-0" 2x ROOTBALL DIA. STAKING DETAIL. IF NOT ONE INCH ON THIS SHEET, ADJUST F GROUND COVER PLANTING C ROOT CONTROL BARRIER �I TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: ELSINORE VALLEY MUNICIPAL WATER DISTRICT SHEET NO. `o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1A,ND6C4p STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o W s� o ASSISTANT GENERAL MANAGER DATE " SUMMERS/MURPHY&PARTNERS, INC. TRACT #361 17, PA 1 B NORTH STARLING PD-1 ENGINEER NAME HERE R.C.E.XXXXX 34197 COAST HIGHWAY,SUITE 200 _ DEPARTMENT APPROVALS * EXP.X/X/XX DANA POINT,CALIFORNIA 92629(949)443-1446 PLANTING DETAILS OF 40 SHTS ''X4 �P LANDSCAPE ARCHITECTS FILE NO. 0 OF CAUF� CONTACT INFO:LESLIE LEE-MI EMAIL:IIee n t 334 PD Z o (jsmpi c.ne ENGINEERING WATER WASTEWATER DESIGNED BY: WP DRAWN BY: NC CHECKED BY: LLM DATE: SMP#742-368 RES: XX P.Z.: XX LLJ PLANTING NOTES AND SPECIFICATIONS 4. Top Dressing C. Guarantee Top dress all ground cover and shrub areas with 2"thick layer of OGC All turf,hand-planted and hydroseeded ground cover,and shrubs shall be (Organic Ground Cover),to be specified on all planting plans. guaranteed to live and grow to a period of ninety(90)days after 1. installation and acceptance by the Owner. Trees shall be guaranteed for GENERAL SITE PLANNING 5. Staking one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to The Owner shall have a soil analysis made after completion of the rough Stake all trees as detailed on Planting Detail Sheet. the Owner. grading. The Contractor shall incorporate all soil amendments and fertilizers D. Special Backfll Mixes prescribed herein. The soil preparation specified below shall be adjusted D. Observation according to the analysis,after approval from landscape architect. D D 1. Azaleas-Use 80/o coarse Peat Moss,and 20/o clean tap soil. 1. Observation visits specified herein shall be made by the Landscape A. Weed Control for Lawn,Shrub&Ground Cover Areas(Except Slopes) Architect or his representative. The Contractor shall request 2. Camellias&Ferns- Use 50%Peat Moss,25%Forest Humus and 25% observation at least two(2)working days in advance of the time that the 1. Remove all existing weeds from surface. Remove all roots of Bermuda- Site Soil observation is requested. Johnson Grass,etc.and dispose of off site. 3. Pots and Planters-Use Kellogg's Indoor Planter Mix. 2. Observation visits are suggested for the following parts of the work: 2. Install irrigation. 3. Planting a. Upon completion of grading and soil conditioning prior to planting. 3. Fertilize all shrub/ground cover areas. Apply 10 lbs.of 16-20-0 commercial fertilizer per 1,000 sq.ft.or as directed by soils report. Plant trees and shrubs as called out where indivated on Planting Plan b. When trees are spotted for planting,but before planting holes are and as detailed on Planting Detail Sheet.Substitutions of plants will not excavated. 4. Water all shrub/ground cover areas for three(3)weeks to germinate be accepted unless approved in writing by Landscape Architect. Install weed seeds. Apply water at low rate to avoid erosion. planting tablets as called for in legend.Plant all container grown plants c. Written acceptance of the project to release the Contractor from in planting pits two(2)times wider and two(2)times deeper than the further maintenance shall occur after Final Observation with the Owner 5. Licensed applicator shall apply systemic weed killer to all planting areas per container.Thoroughly mix the specified materials found in the soil or his representative at the end of the maintenance period. manufacturer's specifications. analysis and those specified in the Planting Detail Sheet,with the site soil,prior to backfilling of planting pits. E. Verification of Dimensions B. Soil Preparation&Finish Grading 4. Planting Tablets(See Planting Detail Sheet) 1. All scaled dimensions are approximate.Before proceeding with any work, 1. Rough grade: Site to be received by Landscape Contractor to within the Contractor shall carefully check and verify all dimensions and 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. quantities,and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual 2. Finish grade: Finish grading to consist of grading,raking and hand work 6. Application conditions. No work shall be done in any area where there is such a necessary to achieve desired contour and flow line patterns, based discrepancy until approval for same has been given by the Landscape upon Civil Engineer's plans,resulting in evenly finished surfaces free of Refer to Hydroseed Lawn Notes for hydroseed application. Architect. debris and litter. III. GENERAL NOTES F. Utilities 3. Spread over all lawn,shrub and ground cover areas,amendments and fertilizer prescribed in soils report. Thoroughly mix into soil to depth A. Clean-Up 1. The Contractor shall be responsible for verifying the location of all to of 6"or more and fine grade. Shape mounds as shown on plans. underground utility lines prior to any construction,so that proper Contractor to import soil necessary to attain design grades and berms, 1. After all installation operations have been completed,remove all precautions may be taken not to damage such lines and plant locations, all import soil shall be free of weeds,debris,and have balanced Ph. rubbish,excess soil,empty plant container and trash from the site daily. promptly notify the Landscape Architect who will arrange for relocations Smooth and even grading without depressions or high spots,to provide of one or the other. Failure to follow this procedure places upon the smooth and even surfaces for proper drainage. Final grade shall be All scars,ruts or other marks in the area caused by this work shall be Contractor the responsibility for,at his own expense,making any and all 1"below walk/top of curb. Remove from the site all stones over 2"in repaired and the ground left in a neat,orderly condition. Leave site l repairs for damages resulting from his work. size. broom-clean condition at the end of each working day. Hose down all paved areas,including walks and patios,upon completion of all work. G. Existing Trees C. Planting B. Maintenance 1. Contractor is to insure the preservation of any existing trees on the site. Plant trees,shrubs and ground cover as called for where indicated on 1. The Contractor shall maintain during installation a sufficient number of Damage or loss of these trees will result in replacement of equal size by Planting Plan and as detailed on Planting Detail sheet. men and adequate equipment to perform the work herein specified. the Landscape Contractor. All slopes in excess of 3'in height shall be landscaped. Plant maintenance work shall consist of applying water,weeding,caring Substitutions of plants will not be accepted unless approved by Landscape of plants,including ground covers,shrubs,vines and trees,edging and H. See Planting Detail Sheet for additional notes. Architect. mowing lawns,fertilizing,control of pests and diseases,and maintaining 1. Ground Cover-Flats and/or Cuttings walks free of debris and dirt. Upon completion of each area of installation,the Contractor,Landscape Architect and Owner shall conduct an inspection of completed area,along with the Owner's All plant materials specified as rooted cuttings or flat stock on Planting Plan shall remain in the flats until time of transplanting. The flat soil maintenance representative. At this time,a list of corrections,if any, shall be made which are the responsibility of the Contractor. shall contain sufficient moisture so that soil does not fall apart when lifting plant from flat. Ground cover plants shall not allowed to dry out 2. After all work has been completed,inspected and accepted,all areas before or while being planted. Roots shall not be exposed to the air will be maintained for a period of ninety(90)calendar days or as long except while actually being planted. Wilted plants will not be accepted. as is necessary to establish thriving trees,shrubs,turf,and ground cover At the time of planting,the soil around each plant shall be firmed without bare spots. sufficiently to force out air pockets. Plants to be planted in triangular spacing as specified O.C.(On Center). All cuttings shall be minimum of 3. Keep all areas weed-free,adequately watered,and neatly cultivated 6"long. Install plants in 6"X 6"planting pits. Water immediately after for the ninety(90)day period. Remove all debris from site and keep each planting until one inch of water penetration is obtained. Care X the entire site broom-clean. Mow turf areas weekly. Hydroseeded turf shall be exercised at all times to protect the plants after planting.Any areas shall be irrigated after the slurry mulch has been applied and x damage to plants by trampling or other operations of this contract shall allowed to set for one(1)day. The soil surface must be kept moist at be repaired immediately. all times during the germination period to avoid desiccation of seedlings. 2. Shrub&Trees 4. Re-seed all bare spots in turf areas at two(2)week intervals and maintain until an even stand of turf,without bare spots,is obtained. Plant all container-grown plants in planting pits,two(2)times wider and two(2)times deeper than the container,as directed on Planting Detail Reseed all slope areas that fail to germinate evenly. Repair all eroded surfaces at no cost to the Owner. sheet. Thoroughly mix 1/3 organic backfill(Nitrolized Redwood Shavings or equal)and the amendments specified in the soils analysis with the 5. Damage to any planted area shall be repaired immediately.Depressions site soil,prior to backfilling of planting pits. Install Plant Tablets,per caused by vehicles or foot traffic shall be filled with topsoil,leveled the manufacturer's instructions and as detailed on Planting Detail Sheet. and replanted. Exterminate gophers,moles and repair damage. O al Contractor shall construct basins around all trees not in lawn areas; M basins shall not exceed top of root ball crown. 6. The project shall be so cared for that a neat,clean condition will be I- presented at all times to the satisfaction of the Owner and Landscape U 3. Root Barriers Architect. The Landscape Contractor shall be expected to make a � Linear Deep Root Barriers to be installed for any trees within 6'from any minimum of one weekly visit for maintenance purposes. C/) hardscape as shown in details 18"or 24"deep,linear root barrier to be used 7. At the end of the maintenance period,all areas that have been planted z showing 10'of barrier(5'on each side of the tree)against the hardscape. shall be fertilized with commercial fertilizer,analysis and rate of Underground Service Alert BASIS OF BEARING VERIFY SCALES application shall be per the soils report. COORDINATE SYSTEM: xxx BAR IS ONE INCH ON 8. The Contractor shall request a final site visit seven(7)days prior to the r DESCRIPTION:xxx ORIGINAL DRAWING end of the maintenance period. This request shall be written and X ZO 0® 1 directed to the Owner and the Landscape Architect. Upon written acceptance of the project,the Contractor shall be relieved of any IF NOT ONE INCH ON further maintenance. THIS SHEET, ADJUST u, TWO WORKING DAYS BEFORE YOU DIG SCALES ACCORDINGLY WATER/SEWER APPROVED BY: REV BY DATE REVISIONS APPR. DATE SUBMITTED BY: PLANS PREPARED BY: E LS I N O R E VALLEY MUNICIPAL WATER DISTRICT SHEET NO. ii ELSINORE VALLEY MUNICIPAL WATER DISTRICT �.NDSCAFf u�1 " % ' STARLING PRODUCTION LANDSCAPE IMPROVEMENT PLANS o a o ASSISTANT GENERAL MANAGER DATE -� SUMMERS/MURPHY&PARTNERS, INC. TRACT #36� 17, PA 1B NORTH STARLING PN'1 ENGINEER NAME HERE R.C.E.X%X%% EXP.%/%/%X POI'N COAST HIGHWAY,SUITE 200 DEPARTMENT APPROVALS , n P DANA POINT,SCAPE A 92HI (949)443-1446 PLANTING SPECIFICATIONS OF 40 SHTS ry x LANDSCAPE ARCHITECTS FILE NO. 3 �OF CALIF CONTACT INFO:LESLIE LEE-MI EMAIL:Ilee@smpinG.net z ,� I ENGINEERING WATER WASTEWATER I DESIGNED BY: WP DRAWN BY: NC CHECKED BY: L IDATE: ISIVIP#742-368 i RES: XX P.Z.: XX 334_PN I W