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HomeMy WebLinkAboutButterfield Stage Road Median Landscape Plans BUTTERFIELD STAGE ROAD - MEDIANS L . � _ 1 SHEETINDEX DWG NO. SHEET NO. DESCRIPTION LANDSCAPE CONSTRUCTION PLANS L . 2- 1 1 L.0 TITLE SHEET 2 L.1-1 A A PLANTING PLAN 3 L.1-2 PANTING PAN 4 L.1-3 PANTING PAN 5 L.14 PLANTING PLAN CITY OF TEMECULA CALIFORNIA /Cp�q A A L . 1 -2 6 L.1-5 PANTING PAN 1 S A A 7 L.1-6 PLANTING PLAN PROJECT DIRECTORY R� L . 2-2 8 L.1-7 PANTING PAN 9 L.1-8 PANTING PAN 10 L.1-9 PANTING PAN MLI CO-APPLICANT: S O DSIDESOUTHERN HOMES �. ^( 12 L.1-1111 0 PLANTING PLAN PANTING PAN LEGEND & NOTES RR/ SOUTHERNCALIFORNIA C DIVISION L . 1 -3 R//yG Rp, T S 13 L.1-12 LANDSCAPE DETAILS IT - - COO CORONA POINTE CT., STE. 500 - 14 L.1-13 LANDSCAPE DETAILS - - CORONA, CA 92879 ATTN: TRENT HEINER L /—� 15 L.2-1 IRRIGATION PAN . PH: 951-710-1916 L 16 L.2-2 IRRIGATION PLAN SPORTS PARK 17 L.2-3 IRRIGATION PLAN CO-APPLICANT: WINGSWEEP CORPORATION 18 L.24 IRRIGATION PAN NkC'O�PS RO p 1 51CM 35 SAN ERNANIDO MISSION BOULEVARD 20 L.2-6 IRRIGATION PLAN w o MISSION HILLS, CA 91345 L . 1 -4 21 L.2-7 IRRIGATION PLAN u_ w ATTN: GERALD R. KILROY 22 L.2-8 IRRIGATION PAN Fc7 GENERAL COUNSEL L 2-4 23 L.2-9 IRRIGATION PAN r 24 L.2-10 IRRIGATION PLAN m m APPLICANT'S REPRESENTATIVE: DECATUR ADVISORS, LLC 25 L.2-11 IRRIGATION PLAN & NOTES P.O. BOX 2016 Ii 26 L.2-12 IRRIGATION CALCS CARLSBAD, CA 92018 C A N T R E L L R D . 27 L.2-13 IRRIGATION LEGEND & DETAILS CONTACT: THOM FULLER SOUTH LOOP R D . 2B L.2-14 IRRIGATION DETAILS OY\O �O PH: 619-851-5121 29 L.2-15 IRRIGATION DETAILS 15 Q,P��N\P p x 30 L.2-16 IRRIGATION DETAILS \FO LANDSCAPE ARCHITECT: IN-SITE LANDSCAPE ARCHITECTURE, INC. - G� 2850 WOMBLE ROAD, SUITE 100403 ' REFER TO TEMECULA COMMUNITY SERVICES DISTRICT SAN DIEGO, CA 92106 FIRE STATION LANDSCAPE STANDARDS BOOKLET FOR IRRIGATION AND PLANTING CONTACT: TIM JACHLEWSKI // L . 1 -5 SPECIFICATIONS EMAIL: TIM@INSITEANDARCH.COM PH: 619-7957603 UTILITY COMPANIES NORTH L . 2—5 CIVIL ENGINEER: DAVID EVANS AND ASSOCIATES 800 NORTH HAVEN VICINITY MAP RIVERSIDE, CA 92764 AVENUE, SUITE 300 l l I SOUTHERN CALIFORNIA GAS SOUTHERN CALIFORNIA COMPANY (714) 364-2170 CONTACT: JEFFREY KARL RUPP 11 PACIFIC BELL (714) 259-4443 PH: 909-481-5750 SERVICE ALERT (800) 4224133 VISTA DEL M 0 N T E R D . EASTERNROUND MUNI PAL WATER DISTRICT (951) 928 3777 O 404R PT HOLD HARMLESS AND INDEMNIFICATION I RANCHO CALIFORNIA WATER DISTRICT (909) 296-6900 3nFµG6 qp n SPAN ; mER om IAL PA IS CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR THE JOB SITE STREET IMPROVEMENTS wi,Er CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING L . 1 _�SPACE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY STREET IMPROVEMENTS ARE EXISTING AND INSTALLED PER 5 i CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE / —� EXISTING CITY OF TEMECULA PLANS PREPARED BY DAVID „=� P^ •+ CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER / DEVELOPER, THE P �� TCSD, COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS EVANS AND ASSOCIATES. FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PAb PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM TCSD MAINTENANCE AREA: c ELEMENTARY THE SOLE NEGLIGENCE OF THE OWNER / DEVELOPER, CSD, COUNTY OF LOCAL P�sc.00• JURISDICTION, OR THE LANDSCAPE ARCHITECT. LA S E R L. NA WAY x sieooi -'CEP 9/ - I. BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE iL_ - AREA: 63,350 SQ. FT. � oCA 239 DECLARATION OF RESPONSILBE CHARGE TCSD STANDARD NOTES: PASS ISSH L . 1 -7 AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS FOR . ALL WORK SHALL COMPLY WITH THE CITY OF TEMECULA FIRE STATION LANDSCAPE IMPROVEMENT PANS. I HAVE PREPARED THIS PAN IN COMPLIANCE LANDSCAPE STANDARD SPECIFICATION AND WITH LOCAL REGULATIONS. I CERTIFY THAT THE PAN IMPLEMENTS THE L . 2—� INSTALLATION DETAILS. REGULATIONS TO PROVIDE EFFICIENT LANDSCAPE WATER USE. w INSPECTIONS ARE REQUIRED BY THE TCSD LANDSCAPE /) _ (( / DATE: 02-26-20 . INSPECTOR PER THE TCSD LANDSCAPE CONSTRUCTION VISTA DEL moxTe Ra. �/(' /� INSPECTION JOB CARD. L . 1 -8 CONTRACTOR SHALL CONTACT THE TCSD AT (951) TIM JACHLEWSKI 694-6480 PRIOR TO COMMENCING LANDSCAPE INSTALLATION TO SCHEDULE THE REQUIRED PRE-JOB w IN-SITE LANDSCAPE ARCHITECTURE, INC. MEETING. a 2850 WOMBLE ROAD, SUITE 100-403 SAN DIEGO, CA 92106 LA SERENA WAY REGISTRATION NO: 4547 EXPIRATION DATE: 11/30/2021 \ '� O PN Le1 -9 L . 2-9_ w L 1 - 10 0' 125' 250' 500' 1000 t7 s� 0: 9�a LNNDERGROIbYD SERVICE ALERT �apJ�� Sp, NORTH Let 10/L . 1 - 11 UP E P01, SHEET INDEX MAP l 800-4274/J3 a"�O�° /L . 2- 11 � O SITE MAP N 1850 Wamblc Ranh Sin,c 100.003 (p TWO WORKING DA YS BEFORE YOU DIG SAS D,,S,,CA 92106 619.M-76x3 www.nsnennxmmII<om N N CONSTRUCTION RECORD DAlE BY REVISIONS ACCb DATE BENCH MARK SGLE SEAL' ��PE Designed B1' Omwn By Checked by �+� Omwing No. � contracro � 4➢ Ssoniey,A' 'y IJ M T✓ M 7J i31Ge'( 8/6/20 C/TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS L j RECOMMENDED BY DTP c, r Plans Prepared Under Supervision 0/ ~ Inspector ACCEPTED BY: P ""rl 1"""_ ggTE 8/6/20 L.O 77M JACHLEWSKI, JR. Opte 01-26-20 PAT_ RE. ® BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE OdYCRAP Or PUBllC MYAWS/pl1' IPP vkd ��s g a` R.C.E. No. 44223 ° MURRIETA HOT SPRINGS RO TO RANCHO CALIFORNIA RO Z oaro co�nproree rF OP cn��F� RL.A No. 4547 ;''ro'.°B: LANDSCAPE COVER SHEET Sheet I o/ 30 IL LD19.3162 MATCHLINE: SEE BELOW LEFT MATCH c MURRIETA HOT SPRINGS ROAD I �L�NE SEEBELO PLANT SCHEDULE - ABBREVIATED WT (SEE SHEET L.1-11 FOR FULL SCHEDULE) (PLANTING � SHOWN FOR REFERENCE ONLY - I SCIENTIFIC NAME COMMON NAME REFER TO BUTTERFIELD STAGE RD. - — - TREES LANDSCAPE PLANS - N t 1,�,;,; �• OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE � r I �cY I A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE 54 EXISTING CURB P6 / Ln OUERCUS AGRIFOLIA COAST LIVE OAK 10 h I RpRip SHRUBS IM G q � Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA co I j � ^^ [FIE I V O •O ® CEANOTHUS 'CONCHA' WILD LILAC ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON EXIS I CURB PLANTING SHOWN FOR REFERENCEONLY - REFER TO BUTTERFIELD ® LANTANA'NEW GOLD' NEW GOLD LANTANA STAGE RD. PARKWAYS -- LANDSCAPE PLANS MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA i Q Q • O ISTING�URB ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY SALVIA CLEVELANDIPP020 BLUE' CLEVELAND SAGE • <,J O� ® SENNA ARTEMISIOIDES FEATHERY CASSIA W n I • vJ I 11 / . TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF Q •- STAMPED CONCRETE-COBBLE PATTERN 61,224 SF •• W L " ., SEE DETAIL 112 SHEET L.1-13 y coJ J � � •� � � O CONCRETE SAW JOINT ui lL Lu CONCRETE EXPANSION JOINT NOTE: EVERY 10'O.C. MAXIMUM OF NEW PAVEMENT REQUIRES LL W EITHER SAW JOINT OR EXPANSION JOINT. EXPANSION JOINT L � � REQUIRED EVERY 20' MAXIMUM. r Ico � l HOA PARKWAY TREES (FOR REFERENCE ONLY) m I I 0j •O• OLEA EUROPAEA OLIVE *FOR REFERENCE ONLY. - I LOCATED IN THE HOA PARKWAYS KEY AP - N .T.S. MURRIETA HOT SPRINGS RD. I 3 I BORIPAUGAlVALLBY -1 I NICOI /L. 1 -02 L.1 -03 SPORTS PARK CANTRELL RD. SOUTH LOOP RD. r FIRE STATION VISTA DEL fAONTE flD. Z 0 � I c, L.1 -061 o M^ . 'l TC n LA SEflENA WAV W MA I _ yZ L. 1 -07 a LL TCHLIN F S MATCHLIN OV RIGHT E SEEAB / H FFSyFF` ` P. 0 NOH LNOERGROUND SERVICE ALERT / L. 1 -09 L.1 -10 NOTE: INSTALL MEDIAN MAINTENANCE CALL TOLL FREE pb� a\PPO VEHICLE CURB NGS/CUTS CENTERED IN EACH PIAVED MEDIAN 1-800-422-4133 _ �41.V� VFOe' MAINTENANCE VEHICLE AREA PER 0' 10' 20' 40' 60' Off'' Or DETAIL SHEET -.1-13 (TYPICAL FOR CD EVERY MEDIAN MAINTENANCE VEHICLE N 1850 xao<Smi,100.403 P�Oa L.1 -11 AREA ON THE PROJECT) 40 Sm D,,S�,,CA 92106 slv.ne-7W3 www.IISII memn<om NORTH R. N TWO WORKING DAYS BEFORE YOU DIG N CONSTRUCTION RECORD DATE BY REVISIONS ACCID DATE BENCH MARK SCALE SEAL' ��PP Designed By Dmwn By Checked By � Dmwing No. G Contmeto � 49 Secnleyw4 `y IJ M T✓ RM TJ 8/6/20 C/TY OF TEMEC!/LA DEPARTMENT OF PUBLIC WORKS H RECOMMENDED BY.' ATE c, Plans Pmpared Under Supervision O/ meRecror ACCEPTED BY.: r�A�""rl 1"""_ DATE 8/6/20 fmf 77M JACHLEWSKI, JR. DOte 01-26-10 PAI— PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' vk d ur g c PUM,e xc�ct cm ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z Dote Compleret 9rP 0t`' R.C.E. No. 44223 OF CALIF R.L.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet 1 0/ 30 IL LD193162 HOWN OR PLANTING REFERENCE Y - MgTC , PLANT SCHEDULE - ABBREVIATED REFERENCE ONLY - + , REFER TO BUTTERFIELD _ „�'/ �Y( ' , ��TC (SEE SHEET L.1-11 FOR FULL SCHEDULE) STAGE RD. PARKWAYS r LANDSCAPE PLANS SCIENTIFIC NAME COMMON NAME � / � SF �����` TREES t„ <O ��� OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE r M6 PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE n ; / iff _ J' . /I "�.' OUERCUS AGRIFOLIA COAST LIVE OAK SHRUBS Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA CEANOTHUS 'CONCHA' WILD LILAC y ; ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON LANTANA'NEW GOLD' NEW GOLD LANTANA INSTALL MEDIAN MAINTENANCE / r MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA i VEHICLE CURB OPENINGS/CUTS / CENTERED IN EACH PAVED MEDIAN ? -MAINTENANCE VEHICLE AREA PER 1 / `y ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY DETAIL SHEET L.1-13 (TYPICAL FOR w...EVERY MEDIAN MAINTENANCE VEHICLE PLANTING SHOWN FOR SALVIA CLEVELANDIPPOZO BLUE' CLEVELAND SAGE / ems" AREA ON THE PROJECT) y- REFERENCE ONLY - / REFER TO BUTTERFIELD ® SENNA ARTEMISIOIDES FEATHERY CASSIA STAGE RD. PARKWAYS EXISTING CURB LANDSCAPE PLANS TOTAL LANDSCAPE AREA OF MEDIANS 64,304 SF tC STAMPED CONCRETE-COBBLE PATTERN 61,224 SF /l III X 121 3 SEE DETAIL 112 SHEET L.1-13 %" �� CONCRETE SAW JOINT / �� ��• CONCRETE EXPANSION JOINT / O NOTE: EVERY O.C. MAXIMUM OF NEW PAVEMENT REQUIRES EITHER SAW JOINT OR EXPANSION JOINT. EXPANSION JOINT REQUIRED EVERY 20' MAXIMUM. HOA PARKWAY TREES (FOR REFERENCE ONLY) O J� yw OLEA EUROPAEA OLIVE EXISTING CURB O (/� / FOR REFERENCE ONLY. LOCATED IN THE HOA PARKWAYS V � O KEY AP - N .T.S. MURRIETA HOT SPRINGS RD. YA ll X 1 /�/ -7 /` � EXISTING CURB RORIP AUGN LL EY L, 1 -1 LLL O N/COLAS RD. . 1 -02 o / ON Q` L.1 -03 p" SPORTS PARK 1211 . / / L. 1 -04 rL Q� CANTRELL RD. SOUTH LOOP RD. -J\ FIRE STATION �Q L.1 -05 3 ���L� Y / %� �V VISTA DEL MONTE RD. 0 VVIs- Q � F � �c� LA SEREN WAY � �� ��tiF 212. 8 L. 1 �07 c 0 L.1 - PN�PNp\. c � U. LNNOERGROIbYp SERVICE ALERT �� / A- �� , D' L. 1 -09 L���. ,,1 -JJJ1���0 NOTE: INSTALL MEDIAN MAINTENANCE CALC TOLL fREE ��//'� _ � , , �� O NGS/CUTS CENTERED IN EACH PVEHICLE CURB IAVED MEDIAN 1-800-427-4/33 O' 10' 20' 40' 60' VVL . ���.V� yVpOp' MAINTENANCE VEHICLE AREA PER NORTH T , ` Gaa°P L.1-11 DETAIL SHEET MAINTENANCE FOR p 1850 wamm,xao<Smi,100.403 EVERY MEDIAN PROJECT) NANCE VEHICLE N TWO WORKING pAYG REFORE YOU DIG Sm D,,S�,,CA 92106 619nM-7wS www,,:na.nd=b.00m Pp� AREA ON THE PROJECT) {p N N CONSTRUCTION RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SC4LE SEAL' ��RP Designed By Dmwn By Checked by � Dmwing No. � Contmeto � 4➢ Secniey,�4 `y IJ M T✓ M TJ 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS ui RECOMMENDED 8Y.' ATE c, Plans Pmpared Under Supervision 0/ meRecror ACCEP7ED BY.' r�A�""rl 1"""_ 047E 8/6/20 77M JACHLEWSKI, JR. Qpte 01-26-20 PAIPoYW ec BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' 72 w«a"rol ur g c Fu6Ce xc�ct cm ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oats Compleree 9rP Ot`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet 3 0/ 30 IL LD193162 '�iyTc PLANT SCHEDULE — ABBREVIATED (SEE SHEET L.1-11 FOR FULL SCHEDULE) 416 SCIENTIFIC NAME COMMON NAME ��j TREES ��� ��� •�• OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE co ,p- ✓ F'�T A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE k / OUERCUS AGRIFOLIA COAST LIVE OAK C04 4tg / 121 . 4 / / SHRUBS R�qp _ 12 , X Y BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA X 1 21 3 . ,1 ® CEANOTHUS 'CONCHA' WILD LILAC lO {- ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON PLANTING SHOWN FOR � / EXISTING CU B REFERENCE ONLY - _ 4/ / ® LANTANA'NEW GOLD' NEW GOLD LANTANA REFER TO BUTTERFIELD / STAGE RD. PARKWAYS / / X 1 �. MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA LANDSCAPE PLANS / i' C\/ / 3 ® ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY 4 O o \ OQ 1 SALVIA CLEVELANDIPPOZO BLUE' CLEVELAND SAGE TING CU \ /Q"` ® SENNA ARTEMISIOIDES FEATHERY CASSIA 141 ' 0 TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF \ ® co T H STAMPED CONCRETE-COBBLE PATTERN 61,224 SF S SEE DETAIL 112 SHEET L.1-13 CD CD X 1 pV -------- --------- CONCRETE SAW JOINT 1 If G "H CONCRETE EXPANSION JOINT 2 \ / NOTE: EVERY O.C. MAXIMUM OF NEW PAVEMENT REQUIRES EITHER SAW JOINT OR EXPANSION JOINT. EXPANSION JOINT REQUIRED EVERY 20' MAXIMUM. O HOA PARKWAY TREES (FOR REFERENCE ONLY) O5 . ® •O• OLEA EUROPAEA OLIVE • `FOR REFERENCE ONLY. LOCATED IN THE HOA PARKWAYS KEY AP — N .T.S. Lu MURRIETA HOT SPRINGS RD. /co l / RORlp4Uall T1 X 1 O N/COL4S R / L. 1 -02/ SPORTS PARK /yJ X 1214. = /' <. ' W - L. 1 -04 CANTRELL RD. SOUTH LOOP RD. ® FIRE STATION L.1 -05 VISTA DEL MONTE RD, z X 2 rJ o - )�� PLANTING SHOWN FOR - REFERENCE ONLY - L.1 -OF)� MqT O ® REFER TO BUTTERFISTAGE RD. ELD LA SERE N 1 cc WAY F— / ® I _ X ? LANDSCAPE PLANS % �-� 1 �1 ® 1 L. 1 07 c I -- XISTIN� CUB ; t7 FF �6p` MAT`l`SE L.1 -08 0 � 0 dNOERGR01bYp SERVICE ALERT RiV A130VE R/*G/1 7- ,- P�L. 1 -09 II L.1 -10 NOTE: INSTALL MEDIAN MAINTENANCE CALC TOLL fREE ' L pJ�� a\PPO. VEHICLE CURB OPENINGS/CENTERED IN EACH PAVED MEDIAN 0' 10' 20' 40' 60' _ �FOe' MAINTENANCE VEHICLE AREA PER r 1-800-427-4/J3 MATCH G��� DETAIL SHEET -.1-13 (TYPICAL FOR CD � LINE: SEE S m HEET L. 1 -4 �aQ L.1 -11 EVERY MEDIAN MAINTENANCE VEHICLE N 50 wam ,RA Smi,100.40E PP AREA ON THE PROJECT) 40 NORTH S,,Dwg,,CA93106 619nM-7wa www,,:ae.oa,mn<om P CITWO WORKING pAYS REFORE YOU DIG N CONSTRUCBON RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SC4LE SEAL' ��PE Designed By Dmwn By Checked By � Dmwing No. G Contmeto � 4➢ Eecnley,T4 y TJ M T✓ M 7J 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7E c, Plans Pmpomd Under Supervision 0/ meRecror Ims ACCEPTED BY: )5—W RE. 1"""_ ggTE 8/6/20 77M JACHLEWSKI, JR. Date 01-26-20 ox PATR,CW ec BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' `? o vum ur g c Fu6Ce xc�ct cm Eat ° Ims MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oats Compleree 9rP Ot`' R.C.E. No. 44223 OF CALIF R.L.A. No. 4547 �a,'ro�•�' LANDSCAPE PLANTING PLAN Sheet < o/ 30 IL LD193162 INSTALL MEDIAN MAINTENANCE VEHICLE CURB OPENINGS/ CUTS CENTERED IN EACH PAVED MEDIAN MAINTENANCE VEHICLE AREA PER DETAIL SHEET L.1-13 (TYPICAL FOR EVERY MEDIAN MAINTENANCE VEHICLE AREA ON THE PROJECT) _ MATCHLINE: SEE SHEET L 1 -3 MATCHLINE: SEE BELO LEFT 7 1S AT�IN : S E�V T� MATCHLINE: SEE BELOW LEFT I WE PLANT SCHEDULE - ABBREVIATED o (SEE SHEET L.1-11 FOR FULL SCHEDULE) I I 1 EA TING CUR � I X 1 t SCIENTIFIC NAME COMMON NAME I I 1 • X 1 2� — TREES � � � 4 � I •�• OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE i .� s : � EXISTING CUR R EXISTING CUR ;< � i Y 1 A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE ll ®I I r QUERCUS AGRIFOLIA COAST LIVE OAK J SHRUBS 1 Yk �I I --y XISTING CURI BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA Yf 11 ® ! � CEANOTHUS CONCHA WILD LILAC i f X1 X 121 , `+J I --- {+� ILEX VOMITORIA STOKES DWARF STOKES DWARF VAUPON �2 X 1 � Ell ? ® LANTANA'NEW GOLD NEW GOLD LANTANA AP 5 j MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA I Y - ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY > J SALVIA CLEVELANDII 'P020 BLUE' CLEVELAND GAGE At' d ® SENNA ARTEMISIOIDES FEATHERY CASSIA CANTRELL SOUTH ROAD LOOP ROAD ` TOTAL LANDSCAPE AREA OF MEDIANS 64,504SF !• fJ STAMPED CONCRETE-COBBLE PATTERN 61,224 SF SEE DETAIL 112 SHEET L 1 13 M PLANTING SHOWN FOR • 1 • - j REFERENCE ONLY - -------- --------- coecRETE saw JOINT ,• I�, REFER TO BUTTERFIELD STAGE RD. PARKWAYS CONCRETE EXPANSION JOINT r ` LANDSCAPE PLANS NOTE: EVERY 10'O.C. MAXIMUM OF NEW PAVEMENT REQUIRES • 0 0 I EITHER SAW JOINT OR EXPANSION JOINT. EXPANSION JOINT I "I REQUIRED EVERY 20' MAXIMUM. 0 N 'W i I � . V HOA PARKWAY TREES (FOR REFERENCE ONLY) • 'RR Q W • _ I _ • Q (� •O• OLEA EUROPAEA OLIVE _ 1 • `FOR REFERENCE ONLY. Q �U) Q LOCATED IN THE HOA PARKWAYS w z - I KEY AP - N .T.S. p j l Lu LL x LV MURRIETA HOT SPRINGS RD.� I i W RIP Au I BO _ OC b Cr3 � ' GHV14LEy I �• 1 1 :x i BD X DD " j N/COus 1 02 F- m T ,w: j / � 7 RD. alI L.1 -I 03 CO I SPORTS PARK Lu LL _ I CANTRELL SOUTH LOOP RD. x • _ I t - FIRE STATION a L.1 -05 I VISTA DEL MONTE RD. z ., -A - � � L.1cc —06� ' .. 3,- � LA SEflEN WAY , I t z L . 1 -07 MATC INE: SEE ABOVE RIGHT V t L.1 -08 LL LWOERGROIbYp SERVICE ALERT y R MATCH INE. SEE ABOVE RIGHT I L. 1 -09� L.1 -10 VEHICLE ECURB OPENINGS/ S/CUTNANCE NORTH E O VEHICLE CURB OPENINGS/CUTS GllC TOLL fREE .� "' - °J� VPO CENTERED IN EACH PAVED MEDIAN 1-800-427-4/33 0' 10' 20' 40' 60' * � " - �.�� o?/ MAINTENANCE VEHICLE1-13 (T(TYPICAL A PER ' - ' OP\\V �' DETAIL SHEET MAIN(TYPICAL FOR CD AimMATCHLINE: SEE ABOVE RIGHT oo.ao3 MATCHLINE: SEE SHEET L. 1 -5 P °�° L.1 -11 EVERY MEDIAN MAINTENANCE VEHICLE cv TWO WORKING PAYS BEFORE YOU DIG Snni),,S CA9ID06 619nM-7wa www.�:na.m=mn<om 0� AREA ON THE PROJECT) {CIII p N CONSTRUCTION RECORD DATE BY REWSIONS ACCO DATE BENCH MARK SGLE SEAL' ��PP Designed By Dmwn By Checked 6Y Drawing No. Contmafo � 4➢ �scnlwy,T4 y TJ M T✓ M 7J 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7P c, Plans Pmpared Under Supervision 0/ mwPwaror ACCEPTED BY.' r�A�""rl 1"""_ ggTE 8/6/20 77M JACHLEWSKI, JR. Qat6 01-26-20 PAIPoYW RE. BUTTTA HOT S R STAGE ROAD MEDIAN LANDSCAPE v kd sr g c R.C.E. 4422 MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comRrorwe 9rP Ot`' R.Cf. No. 44223 OF CAL1F RL.A No. 4547 �a,'ro�•�' LANDSCAPE PLANTING PLAN Sheet 5 0/ 30 IL LD193162 MATCHLINE: ,, E SHEET MAT INE BELOW L� _ E BELOW LEFT MATCHLI BEL PLANT SCHEDULE - ABBREVIATED - (SEE SHEET L.1-11 FOR FULL SCHEDULE) 1 TING SHOWN FOR SCIENTIFIC NAME COMMONNAME NQQEONLY - s. ' EF R TO B T/f I D '> ��EEpp•,,^^=�=� `�' TREES ST GE RD�PARKWAYS I NDS APE PLANS y L EXISTING CURB OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE #E 11k OUERCUS AGRIFOLIA COAST LIVE OAK SHRUBS Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA EXISTING CURB .Y� II NeeCEANOTHUS 'CONCHA' WILD LILAC 12 � 6 (lf ILEX VOMITORIA'STOKES DWARF' STOKES DWARF VAUPON EXISTING CURB ® LANTANA'NEW GOLD' NEW GOLD LANTANA � II : • I ' ell, I I MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA 5I N .,., .,., ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY _..� ; I IV ., 'IN ;�, E • y SALVIA CLEVELANDIPPOZO BLUE' CLEVELAND SAGE 966 xr I IN v ,2 EXISTING CURB Q SENNA ARTEMISIOIDES FEATHERY CASSIA O 0 .'.,r �� Q W TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF Y #r OkNeeNor !R CONCRETE-COBBLE1 F 2 SHEET L. PATTERN 67,224 S W SEE DETAIL rf Q Q T Q - ------- ------- CONCRETE SAW JOINT 6S Q J - - - - - - — CONCRETE EXPANSION JOINT . - w MATCHLINE: SEE BELOW LEFT Q W o ' �,IN KEY MAP N .T.S . O W W I ti MURRIETA HOT SPRINGS RD. ,, �-- CLl EXISTING CURB R f � OR/Pq �1 W I cA — AUG - 0 I 0 mNN NN Lu LFY RO, l N / L71 -02 H W ICOIASRD. Nee � � � 3 : 2 m LL Q L.103 W -I y O SPORTS PARK J W —T W L.1 -04 W ~ W CANTRELL RD. SOUTH LOOP RD. 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LNNOERGROIbYp SERVICE ALERT N ATC L E ABOVE I V H NOTE: INSTALL MEDIAN MAINTENANCE VEHICLE CURB OPENINGS/CUTS CALC TOLL fREE CENTERED IN EACH PAVED MEDIAN 1-800-427-4/33 O' 10' 20' 40' 60' MAINTENANCE VEHICLE AREA PER DETAIL SHEET L.1-13 (TYPICAL FOR CD IIIII■ I_ IIIII■ II- IIIIII■ EVERY MEDIAN MAINTENANCE VEHICLE N MATCH LI EABOVE RI T 1850W°°'^°a°°^ 5uv100003 MATCHLINE: SEE ABOVE RIGHT NORTH AREA ON THE PROJECT) 40 CIII TWO WORKING pAYG BEFORE YOU DIG s.°Dmn°,CA 92106 619�ID}]W3 www.msnaemsmn<°m N CONSTRUCBON RECORD DATE BY REWSIONS ACCO DATE BENCH MARK SCALE SEAL' ��RP Designed By Dmwn By Checked 6y Dmwing No. Contmcfo � 49 �scniey,�4 `y TJ M T✓ M 7✓ 16/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' ATE c, Plans Pmpared Under Supervision 0/ mwRwcror ACCEPTED BY.' r� pu. 1"""_ ggTE 8/6/20 PM JACHLEWSKI, JR. Qp(g 01-16-20 RAIPoYW PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE "rol sr g c Fu6Ce xc�ct cm FJ - ° MURRIETA ROT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comProrwe 9rP Ot`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet 6 of 30 Od LD193162 MATCHLINE: SEE SHE . 1 -5 MATCHLINE: SEE BELOW LEFT MATCHLINE: SEE BELOW E AT HLIN : S E BELOW LEFT PLANT SCHEDULE - ABBREVIATED `* (SEE SHEET L.1-11 FOR FULL SCHEDULE) a . SCIENTIFIC NAME COMMON NAME i� k TREES OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE k 8E Ww wr y� A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE 1 OUERCUS AGRIFOLIA COAST LIVE OAK ♦ SHRUBS EXISTING CURB Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA -- -- ® CEANOTHUS 'CONCHA' WILD LILAC EXISTING CURB ' { ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON `T ® LANTANA'NEW GOLD' NEW GOLD LANTANA MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA OD ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY E • y SALVIA CLEVELANDIPP020 BLUE' CLEVELAND SAGE • " ® SENNA ARTEMISIOIDES FEATHERY CASSIA EXISTING CURB ----L ... TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF EXISTING CURB Q / rvx;, .. STAMPED CONCRETE-COBBLE PATTERN 67,224 9F i,l - � Lssx`Yz<"r' SEE DETAIL 112 SHEET L.1-13 co j -------------------- CONCRETE SAW JOINT --� O LJJ - -- CONCRETE EXPANSION JOINT �. Q - -- MATCHLINE: SEE BELOW LEFT C -11KEY MAP - N .T.S . -- Lu +Yf A Q - I MURRIETA HOT SPRINGS RD. r LLu i —� I. RO;?jp NY �L1 -1 W W QO V NIOOLAS RD./ L.1 -02 Q n . Q O 1 SPORTS PARK DEC ' H Do * L.1 -04 LLJ ~ W 'I EXISTING CURB CANTRELL RD. SOUTH LOOP RD. .I FIRE STATION Q I L.1 -05 I VISTA DEL IONTE RD. 4k J I. 0 . Lu L1J W - — LL — LA SERENA LL r I W F— t— L.1 -08 za I fi m - o L.1 09 L. 1 10 / G\�Et \PPa F Z __ —- . O� I pN Opp �, p VL. 1 -11 c� MATCHLINE: SEE ABOVE RIGHT V P o A LI ET MEET L. 1 -7 U. LNNDERGROIbNO SERVICE ALERT MATCH E. BOV RIGHTNOTE: INSTALL MEDIAN MAINTENANCE � tY VEHICLE CURB OPENINGS/CUTS CALC TOLL fREE CENTERED IN EACH PAVED MEDIAN 1-800-427-4/33 � ,y",. O' 10' 20' 40' 60' MAINTENANCE VEHICLE AREA PER _ r"- DETAIL SHEET -.1-13 (TYPICAL FOR CD ATCHLIN VE RIGHT rasa xonnsmi, 100.4E M MINE: SEE ABOVE RIGHT EVERY MEDIAN MAINTENANCE VEHICLE N uomm� NORTH AREA ON THE PROJECT) 40 TWO WORKING DA YS BEFORE YOU DIG Sm DmS,,CA 92106 619_ne-7w3 www.msmienammb<om N N CONSTRICTION RECORD DATE BY REWSIONS ACC'O DATE BENCH MARK SC4LE SEAL' ��RP Designed By Dmwn By Checked 6y � Dmwing No. � Contmefo � 4➢ 3scniey,T4 `y TJ M T✓ M 7J 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' ATE c, Plans Pmpomd Under Supervision 0/ mwRwcror ACCEPTED BY.' r�A�RE. 1"""_ ggTE 8/6/20 77M JACHLEWSKI, JR. Qpte 01-26-10 RAIPoYW PE BUTTTA HOT SPRINGS STAGE ROAD MEDIAN LANDSCAPE L' 6 v kd ur g c o. 4422 MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comRrorwe 9rP Ot`' R.C.E.R.Cf. No. 44223 OF CALIF RL.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet 7 0/ 30 IL LD193162 MATCHLINE: SEE SHEET L.1 -6 MATCHLINE: SEE BELOW LEFT MATCHLINE: SEE BELO LEFT PLANT SCHEDULE - ABBREVIATED (SEE SHEET L.1-8 FOR FULL SCHEDULE) ' I SCIENTIFIC NAME COMMON NAME TREES OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE , ' III EXISTING CURB J it 1 TRANSITION FRO E ISTI G VL PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE CURB TO NEW CURB INSTALLED DURING ROAD WIDENING Os I OUERCUS AGRIFOLIA COAST LIVE OAK LA SERENA O LA SERENA WAY « NEW CURB SHRUBS WAY II W t Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA T M6 cz ® CEANOTHUS 'CONCHA' WILD LILAC �J J • d: ILEX VOMITORIA'STOKES DWARF' STOKES DWARF VAUPON m c `+J D3 'll —1 LANTANA'NEW GOLD' NEW GOLD LANTANA m m r :�o MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA aT ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY —I SALVIA CLEVELANDIPPOZO BLUE' CLEVELAND SAGE >/� EXISTING CURB 11A I m SENNA ARTEMISIOIDES FEATHERY CASSIA 0 G) TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF D m II C CONCRETE-COBBLESTAMPED 12 SHEET 3 PATTERN 67,224 SF O SEE DETAIL ,• I ` --------- --------- CONCRETE SAW JOINT = EXIS G CURB SEE BELOW LEFT CONCRETE EXPANSION JOINT MATCHLWE: � KEY MAP - N .T.S . C � • MURRIETA HOT SPRINGS RD. m �i •� N Yet ROR/PgUONVgLLF .1 -1 1 •• A YRO,,� NICOLASRD.� .1 -02 r � L.1 -03 CJ SPORTS PARK L.1 -04 NEW CURB CANTRELL RD. SOUTH LOOP RD. D FIRE STATION m p L.1 -05 CP VISTA DEL MONTE RD. 0 R i, 1 � L.1 -06 Y6 I k LA SER EN p L.1 p14L.1 -08 z e O PN�p,N Cl Ye NEW CURBL. 1 -10 a. O YR b P I G O _ + Ye Pcc c V P MATCHLINE. SEE ABOVE RIGHT O U. LNNGERGROIbYp SERVICE ALERT ABO- RICH TCH►-I EA E J�EE 1 L NOTE: INSTALL MEDIAN MAINTENANCE No IG T TCHLI A VEHICLE CURB OPENINGS/CUTS CALL TOLL FREE on BONER MA E: M 1-800-422-4/33 MATCHLIN 1'T�4 MAINTENANCE VEHICLE AREA MEDIAN LULU O' 1O� 2O� 4O' 6O' MAINTENANCE VEHICLE AREA PER DETAIL SHEET L.1-13 (TYPICAL FOR CD EVERY MEDIAN MAINTENANCE VEHICLE N 1850 x0o<Smi,100.403 NORTH AREA ON THE PROJECT) 40 TWO WORKING pAYG BEFORE YOU DIG Sm D,,S�,,CA 92106 sw_ne-7ws www,�snaemsmn<om N N CONSTRUCBON RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SC4LE SEAL' ��PE Designed By Dmwn By Checked By Dmwing No. Conemato SCILE 49 Sscnieyw4 `y TJ M T✓ M 7✓ 8/6/20 C/TY OF TEMEC11" DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7E c, � � Plans Pmpoled Under Supervision 0/ mwPwaror ACCEPTED BY..- r�A�""rl 1"""_ DATE 8/6/20 BM JACHLEWSKI, JR. DOfE 01-16-20 PATRCY PE. BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' vk d ur g c Puke xc�ct cm FJ - ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oats Complerwe 9rP 0t`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 �a,'ro�sa�' LANDSCAPE PLANTING PLAN Sheet 8 0/ 30 IL LD193162 SHEET L.1 -7 MATGH�INE. SEE to PLANT SCHEDULE - ABBREVIATED lj� NL�N 0 (SEE SHEET L.1-11 FOR FULL SCHEDULE) Moc \�!. S SCIENTIFIC NAME COMMONNAME \ GAL TREES OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE k M 1 V J ;p OUERCUS AGRIFOLIA COAST LIVE OAK iY NEW CURB 1f �A G SHRUBS �y Xlk Yr k { y;; Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA yI Y y n is, CEANOTHUS 'CONCHA' WILD LILAC ILEX VOMITORIA'STOKES DWARF' STOKES DWARF VAUPON Q \ � ® LANTANA'NEW GOLD' NEW GOLD LANTANA A Ilk MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA al y' (/ ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY L �O SALVIA CLEVELANDIPPOZO BLUE' CLEVELAND SAGE ► . ,• �O ® SENNA ARTEMISIOIDES FEATHERY CASSIA 1f L /� Q `,\ \ TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF NjA a x" 1 NEW CURB STAMPED CONCRETE-COBBLE SHEET L.1-13 PATTERN 67,224 SF v� SEE DETAIL 112 SHEET L.1-13 ` -- CONCRETE SAW JOINT CONCRETE EXPANSION JOINT KEY MAP - N .T.S . \O MURRIETA HOT SPRINGS RD. RORIPAUONVALLFYRD �L.1 -1 1-02 01 IHCO S RD. 13 L.1 -03 \ - O SPORTS PARK z �O � L.1 -04 CANTRELL RD. SOUTH LOOP RD. • + FIRE STATION o :- L.1 -05 NEW CURB \\ + VISTA DEL MONTE RD. LA SERENA WAY I L.1 -07 N L.1 z NCR N o PLPG� g L.109s Ll1 -10 Fz CJ ` G 0� pP�k �, 11 z L. 1 - S E PP o U. LNNOERGROlbYO SERVICE ALERT NOTE: INSTALL MEDIAN MAINTENANCE �'�� op VEHICLE CURB OPENINGS/CUTS CALL TOLL FREE CENTERED IN EACH PAVED MEDIAN 1-800-422-4133 ' \n\�. _ O' 10' 20' 40' 60' MAINTENANCE VEHICLE AREA PER N `v DETAIL SHEET -.1-13 (TYPICAL FOR CD \ �P GNP- EVERY MEDIAN MAINTENANCE VEHICLE N M Asa wamm aoo<smi ioo.aoe NORTH AREA ON THE PROJECT) 40 TWO WORKING pAYG BEFORE YOU DIG s.,Dmn�,,CAnzias sw_ne-7wa www.msnaenaemn<omcm N CONSTRUCTNHJ RECORD DATE BY REVISIONS ACC DATE BENCH MARK SCALE SEAL' s3�B�RP Designed By Dmwn By Checked By Drawing No. G Contmeto � 4➢ secnieyw4 `y TJ M T✓ M 7J 6/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' ATE c, Ims Plans Pmpared Under Supervision 0/ mePecror ACCEPTED BY.' )5—W RE. 1"""_ DATE. 8/6/20 77M JACHLEWSKI, JR. Date 01-26-20 ox RAIPoYW vE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' 8 0 vk d sr g c Fu60e xc�ct cm FJ ° Ims MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z Octe Compleret 9rP Ot`' R.C.E. No. 44223 OF CALF RL.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet 9 0/ 30 IL LD19.3162 \N PLANT SCHEDULE - ABBREVIATED � , (SEE SHEET L.1-11 FOR FULL SCHEDULE) SCIENTIFIC NAME COMMON NAME Cj\1 4, yx, ![ TREES � �O� , ��� OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE \��• A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE OUERCUS AGRIFOLIA COAST LIVE OAK \`I,c :Mk SHRUBS 9 Yf BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA �\ NEW CURB ® CEANOTHUS 'CONCHA' WILD LILAC ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON �C� ® LANTANA'NEW GOLD' NEW GOLD LANTANA !• S� D MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA i ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY NEW CURB r :, E • y SALVIA CLEVELANDII 'P020 BLUE' CLEVELAND GAGE L� ® SENNA ARTEMISIOIDES FEATHERY CASSIA y TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF G A NEW CURB STAMPED CONCRETE-COBBLE PATTERN 61,224 SF/O SEE DETAIL 112 SHEET L.1-13 CONCRETE SAW JOINT CONCRETE EXPANSION JOINT KEY MAP - N .T.S . G 0�� MURRIETA HOT SPRINGS RD. NICOLAS RD / -'.1 -02 x� /, L.1 -03 SPORTS PARK L.1 -04 A W` CANTRELLIRD. SOUTH LOOP RD. A � . 0 � FIRE STATION 9� L.1 -05 VISTA DEL MONTE RD. 4t �� LA SEREN_AWAY L.1 -07 �\C L.1 -08 z R 0 x lot, L. 1 -10a. y z "L. 1 -11 c� 0 LNOERGROUND SERVICE ALERT ,\�\�j ✓� NOTE: INSTALL MEDIAN MAINTENANCE VEHICLE CURB OPENINGS/CUTS CALL TOLL FREE �( C ` CENTERED IN EACH PAVED MEDIAN 1-800-422-4133 (�P` O 10 20 40 60 MAINTENANCE VEHICLE AREA PER \V` DETAIL SHEET L.1-13 (TYPICAL FOR CD EVERY MEDIAN MAINTENANCE VEHICLE N Sesa wommn xon<Smio 100.40e NORTH AREA ON THE PROJECT) {p TWO WORKING DA YS BEFORE YOU DIG S.n DmS,,CA 92106 619nM-7603 w .msmienammb<om N N CONSTRUCTION RECORD DATE BY REVISIONS ACC'0 DATE BENCH MARK SCALE SEAL' ��RP Designed By Dmwn By Checked By Drawing No. 0 coaemoro � 49 Secniey,�4 `y TJ M T✓ M TJ 8/6/20 C/TY OF TEMEC!/LA DEPARTMENT OF PUBLIC WORKS H RECOMMENDED BY.' 047E c, Plans Pmpared Under Supervision O/ meRecror ACCEPTED BY.: r�A�""rl 1"""_ DATE 8/6/20 77M JACHLEWSKI, JR. Date 01-26-20 MANX RE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' 9 vk d ur g c FUBLe xc�ct cm ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z acre compleret 9rP 0t`' R.C.E. No. 44223 OF CAL1F RL.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet 10 0/ 30 IL LD19.3162 PLANT SCHEDULE - ABBREVIATED (SEE SHEET L.1-11 FOR FULL SCHEDULE) SCIENTIFIC NAME COMMON NAME TREES C:IV. V ` ��� OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE OUERCUS AGRIFOLIA COAST LIVE OAK SHRUBS BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE DRAMA ® CEANOTHUS 'CONCHA' WILD LILAC �O /] { ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON 0 ® LANTANA'NEW GOLD' NEW GOLD LANTANA Ilk MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA op OI ,,•^° a "/'� J ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY O v SALVIA CLEVELANDIPP020 BLUE' CLEVELAND SAGE SENNA ARTEMISIOIDES FEATHERY CASSIA TOTAL LANDSCAPE AREA OF MEDIANS 64,604 SF STAMPED CONCRETE-COBBLE SHEET L.1-13 PATTERN 67,224 SF SEE DETAIL 112 SHEET L.1-13 NEW CURB Off/ CONCRETE SAW JOINT CONCRETE EXPANSION JOINT � . NEW CURB KEY MAP - N .T.S . � y MURRIETA HOT SPRINGS RD. LLEYRO '� NIOOLAS RD. L.1 -02 r r, SPORTS PARK NEW CURB `+� � L.1 -04 --- RD. SOUTH LOOP RD. i L.1 -05 FIRE STATION C VISTA DEL MONTE R0. ` L.1 -061 LA SEREN A WAY 9 O Q'� �` L.1 �07 � L.1 -,08 zc PI t..l L.1 -09 10 �.PP° y G o rV U. LWOERGROWD SERVICE ALERT �G NOTE: INSTALL MEDIAN MAINTENANCE VEHICLE CURB OPENINGS/CUTS CALL TOLL FREE _ CENTERED IN EACH PAVED MEDIAN 1-800-427-4/33 I O' 10' 20' 40' 60' MAINTENANCE VEHICLE AREA PER DETAIL SHEET (TYPICAL FOR p EVERY ON PROJECT) MAINTENANCE VEHICLE N Sm D,,Sm CA 9210 smi, 9oM-7 NORTH AREA ON THE PROJECT) {p TWO WORKING DA YS BEFORE YOU DIG s.�omn,,en nzias s1n_ns-'zws www.msnaememn<om N N CONSTRUCDON RECORD DATE BY REHSIONS ACCD OATE BENCH MARK SCALE SEAL' ��PE Designed By Dmwn By Checked By Drawing No. G Contmeto � 4➢ secniey,�4 `y TJ M T✓ M 7✓ 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.� ATE c, Ims Plans Pmpared Under Supervision O/ mePecror ACCEPTED BY.: r�A�""rl 1"""_ DATE 8/6/20 BM JACHLEWSKI, JR. Qp(g 01-18-20 PAT_ RE. BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' 7 7# vk d sr g c PUR',e xc�ct cm ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z Dote Compleret 9rP Ot`' R.C.E. No. 44223 OF CALF RL.A No. 4547 �a,'ro���' LANDSCAPE PLANTING PLAN Sheet II of 30 � LD193162 o PLANT SCHEDULE SCIENTIFIC NAME COMMON NAME QUANTITY SIZE SPACING REMARKS WATER USE MATURE MATURE (Z4) HEIGHT WIDTH r� p TREES /`(i✓ , MINIMUM TREE SEPARATION DISTANCE *0 OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE 53 24" BOX PER PLAN MULTI-TRUNK LOW 25'-30' 25'-30' IMPROVEMENT DISTANCE \\v TRAFFIC SIGNAL, STOP SIGN 20 FEET UNDERGROUND UTILITY LINES (EXCEPT SEWER) 5FEET A PLATANUS ACERIFOLIA'COLUMBIA' COLUMBIA LONDON PLANE TREE 35 24" BOX PER PLAIN SINGLE-TRUNK MED 40'-80' 30'-40' SEWER LINES 10 FEET _QP , ABOVE GROUND UTILITY STRUCTURES 10 FEET (TRANSFORMERS, HYDRANTS, UTILITY POLES, ETC.) QUERCU$AGRIFOLIA COAST LIVE OAK 53 24" BOX PER PLAN MULTI-TRUNK LOW 20'-70' 20'-70' DRIVEWAYS 10 FEET INTERSECTIONS (INTERSECTING CURB 25 FEET SHRUBS LINES OF TWO STREETS) STREETLIGHTS 10 FEET yp BOUTELOUA G. 'BLOND AMBITION' BLOND AMBITION BLUE GRAMA 1464 5GAL. TO.C. LOW 2.64 1'-2' G/ ® CEANOTHU$ 'CONCHA' WILD LILAC 139 5GAL. PER PLAIN LOW 6'-T 61-F S1 ILEX VOMITORIA'STOKES DWARF' STOKES DWARF YAUPON 348 5 GAL. PER PLAN LOW 3W 3W LANTANA'NEW GOLD' NEW GOLD LANTANA 601 SOAL 4' O.G. LOW 2'J' 3'4 Lsl MUHLENBERGIA C. 'REGAL MIST REGAL MIST MUHLENBERGIA 84] 5GAL. 4' O.C. LOW 3' 3' �. � ® ROSMARINUS O'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMARY 1331 5GAL. 3'O.C. LOW 1'-2' 5'E' a 0 SALVIA CLEVELANDIVPOZO BLUE' CLEVELAND SAGE 152 5GAL. PER PLAN LOW T 5'-8' SENNA ARTEMISIOIDES FEATHERY CASSIA 172 5GAL. PER PLAIN LOW 3'-5' 3'-5' Iq TOTAL LANDSCAPE AREA OF MEDIANS 64,504 SF STAMPED CONCRETE-COBBLEPATTERN 61,224 SF x SEE DETAIL 11212 SHEET L.1-13ET � +f � CONCRETE SAW JOINT \ CONCRETE EXPANSION JOINT NOTE: EVERY 10'O.C. MAXIMUM OF NEW PAVEMENT REQUIRES \ NEW CURB EITHER SAW JOINT OR EXPANSION JOINT. EXPANSION JOINT REQUIRED EVERY 20' MAXIMUM. KEY MAP - N .T. S . ' HOA PARKWAY TREES (FOR REFERENCE ONLY) MURRIETA HOT SPRINGS RD. OLEA EUROPAEA OLIVE RORIPAUGN VALLB 11 Y 'FOR REFERENCE ONLY. LOCATED IN THE HOA PARKWAY$ NICOLASR . 1 -02 PLANTING NOTES SPORTS PARK 1. THESE PLANS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY RICK ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF C. ` THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD L. 1 - 4 ,( O CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS CANTRELL RD. SOUTH LOOP RD. w n\` TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER OF THE DISCREPANCIES PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL �\ P� / LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. FIRE STATION 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL L.1 - 5 AO CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL VISTA DEL D. C�\�[ ` RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER. 0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. � L. 1 - 6 r \ 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDUIT AND IRRIGATION SLEEVES WITH OTHER CONSTRUCTION TRADE CONTRACTORS. LA SEREN WAY V 5. FOR EXISTING TREES TO REMAIN, THE CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF TREES FROM STOCKPILING, MATERIAL STORAGE, EQUIPMENT, VEHICLE L. 1 - 7 �0�0 PARKING, DRIVING, CHEMICALS, RUNOFF, EXCESS WATER OR ANY OTHER CIRCUMSTANCE THAT WOULD INJURE OR KILL THE TREE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THE TREES DURING THE COURSE OF CONSTRUCTION. ANY TREES THAT ARE DAMAGED OR KILLED SHALL BE REPLACED BY THE CONTRACTOR WITH A NEW TREE Q�P OF EQUAL SPECIES AND SIZE. L.1 08 6. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT QUANTITIES AND SQUARE FOOTAGES ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL Z PN�PNPv BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIDE THE NECESSARY PLANTS TO FULFILL THE INTENT OF THE PLANS. F 7. CONTRACTOR SHALL OBTAIN A HORTICULTURAL SOILS TEST AND RECOMMENDATIONS BASED ON THE EXISTING SITE SOILS AND BASED ON THE PROPOSED PLANT LIST. t..l L. 1 -09 L. 10 CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE SOILS REPORT, AND AT A MINIMUM, AMEND THE TOP 6" OF SOIL WITH 2" OF HUMIC COMPOST AND THE TOP 12" OF cc �a QO THE PLANTING BACKFILL WITH 25% HUMIC COMPOST MANUFACTURED BY AGRI-SERVICE, INC. EXCEPT WITHIN FILTER MEDIA LIMITS. (SEE CIVIL PLANS FOR FILTER MEDIA F SPECIFICATIONS) 2 8. PRIOR TO DIGGING HOLES, CONTRACTOR SHALL LOCATE AND SET OUT ALL PLANT MATERIAL IN BOXES/ CONTAINERS PER PLAN FOR LANDSCAPE ARCHITECT REVIEW PRIOR TO O aG�� 1 -11 PLANTING. CONTRACTOR SHALL ADJUST PLANT LOCATIONS, IF-NEEDED, AS DIRECTED BY LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. cc C7 NP 9. TREES SHALL BE MAINTAINED SO THAT ALL BRANCHES OVER PEDESTRIAN WALKWAYS ARE 7 FEET ABOVE THE WALKWAY GRADE AND SO THAT ALL BRANCHES OVER VEHICULAR p TRAVEL WAYS ARE 14 FEET ABOVE THE GRADE OF THE TRAVEL WAY. Lim LNOERGROWD SERVICE ALERT 10. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN V OF HARDSCAPE PER DETAILS. 11. CONTRACTOR SHALL PROVIDE A 3" LAYER EQUAL TO "EVERBLOOM MULCH" MANUFACTURED BY AGRI-SERVICE, INC. FOR ALL PLANTING CALL TOLL FREE 1TI�v AREAS. 1-800-427-4/33 0' 10' 20' 40' 60' LW�I 12. SEE SHEET L.1-12 FOR PLANTING DETAILS. O 13. REFER TO TEMECULA COMMUNITY SERVICES DISTRICT LANDSCAPE STANDARDS BOOKLET FOR IRRIGATION AND PLANTING N NORTH S,,Dwg,,CA9z"ide"ewM-nQ3 w ,":ae""a"mn<"m SPECIFICATIONS rd TWO WORKING DAYS BEFORE YOU DIG N N CONSTRICTION RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SCALE SEAL' ��RP Designed By Dmwn By Checked By Dmwing No. O coaemero � 4➢ 3ecniey,T4 `y IJ M T✓ M 7J 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS L j RECOMMENDED BY.' 047E c, Plans Pmpared Under Supervision 0/ ~ Inspector �� ACCEPTED BY.: r�A�""rl 1"""_ A4TE 8/6/20 Lo "' O 77M JACHLEWSKI, JR. Date 01-26-10 1%I PE ® BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE vk d sr g c Fu6Le xc�ct7 cm B ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z acre completes 9rP Ot`' R.C.E. No. 44223 OF CALIF R.L.A No. 4547 '�im� LANDSCAPE PLANTING PLANT LEGEND 8 NOTES Sheet 11 0/ 30 d LD193162 LODGEPOLE PINE STAKE LODGEPOLE PINE STAKE LODGEPOLE PINE STAKE fREE ODGEPOLE PINE STAKE TREE TRUNK TREETRUNK TREETRUNK TRUNK 'CINCH-BELT TREE TIE, NAIL TO STAKE 'CINCH-BELT'TREE TIE, NAIL TO STAKE 'CINCH-BELT'TREE TIE, NAIL TO STAKE CINCH-BELT"TREE TIE, NAIL TO STAKE 0 0 FINISHED GRADE SLOPE VARIES, SEE PLAIDS 54 5e TREE TIE TREE TIE TREE TIE TRIPLE STAKE TREE TIE DETAIL DETAIL DETAIL PLAN VIEW DETAIL LODGEPOLE PINE LODGEPOLE PINE ' / — - LODGEPOLE PINE LODGEPOLE PINE STAKES, 10 FT STAKES, 10 FT —III STAKES, 10 FT STAKES, 10 FT LONG, 2 REQUIRED MAINTAIN TURF FREE LONG, 2 REQUIRED / —III— LONG, 3 REQUIRED MAINTAIN TURF FREE LONG, 3 REQUIRED MAINTAIN TURF FREE AREA 12" FROM TRUNK / L— 12" AREA 12' FROM TRUNK AREA 12' FROM TRUNK CINCH-BELT SECURED CINCH-BELT SECURED 12" 12" — = CINCH BELT SECURED CINCH-BELT SECURED 12" MI —III MIN. TO STAKE WITH MIN. MIN. TO STAKE WITH MIN. M —III—III: TO STAKE WITH TYP TO STAKE WITH GALVANIZED NAILS 6" BASIN IN G. COVER GALVANIZED NAILS —III—III= GALVANIZED NAILS 6" BASIN IN G. COVER GALVANIZED NAILS 6" BASIN IN G. COVER 3" BASIN IN LAWN 3" BASIN IN LAWN 3" BASIN IN LAWN BACKFILL MIX, BACKFILL MIX, BACKFILL MIX, BACKFILL MIX, SEE SPECIFICATIONS FINISHED SEE SPECIFICATIONS 1=1I 1=1I I- SEE SPECIFICATIONS FINISHED SEESPECIFICATIONS FINISHED 3" DRAIN CAP GRADE 3' DRAIN CAP / 3' DRAIN CAP GCE T DRAIN CAP 12 GRADE MIN. 1I111111I11I1111 J J x ""� III-1 III-1 —III— z = I "' III_ = = x � ° ° o o PLANTING TABLETS, ¢ _ — PLANTING TABLETS, rc 1 = PLANTING TABLETS, ¢ T-= Yj y PLANTING TABLETS, — _ SEE SPECIFICATIONS _ _ _ _ _ SEE SPECIFICATIONS - _ — _ _ _ SEE SPECIFICATIONS - - — — — _ _ SEE SPECIFICATIONS iv PLANTING BACKFILL it PLANTING BACKFILL iV PLANTING BACKFILL iw PLANTING BACKFILL 3" PERFORATED PUDDLE AND SETTLE 3' PERFORATED f PUDDLE AND SETTLE 3' PERFORATED PUDDLE AND SETTLE 3' PERFORATED PUDDLE AND SETTLE PVC PIPE&SLIP TO SET PLANT AT PVC PIPE&SLIP TO SET PLANT AT PVC PIPE&SLIP TO SET PLANT AT PVC PIPE&SLIP TO SET PLANT AT CAP W/GRAVEL PER 3X ROOTBALL FINISHED GRADE CAP W/GRAVEL PER 3X ROOTBALL FINISH GRADE CAP W/GRAVEL PER 3X ROOTBALL FINISH GRADE CAP WI GRAVEL PER 3X ROOTBALL FINISH GRADE PLANTING PLAN k PLANTING PLAN I' PLANTING PLAN Y PLANTING PLAN Y NOTE: NOTE: NOTE: NOTE: ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAVER OF APPROVED MULCH. ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAVER OF APPROVED MULCH. ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAVER OF APPROVED MULCH. ALL PLANT BASINS SHALL RECEIVE A 4' DEEP LAVER OF APPROVED MULCH. owrrwaws""4 a.�mw.-w mm m.mw.wr.....<.wm m. ..a v.m...rm•w+w.m..,ow.�.m m. .". dit.,.,,r,.. / \ CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NoscALE MULTI �� DOUBLE STAKE TREE P - 1 �a DOUBLE STAKE TREE ON SLOPE P 2 30" BOX SI ETRIPLE TOR GREATER AKE TREEP - 3E04 °«: 24" BOX S-TRUNK TREE IZE OR GREATER 5 GAL., 15 GAL. , 24" BOX �. , 5 GAL., 15 GAL. , 2411 BOX 01" NOTE: 00 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. 4. BARRIER SHALL EXTEND A MIN. OF 8" BELOW BOTTOM OF HARDSCAPE. 5. PROVIDE A MIN, OF 10 FEET OF ROOT BARRIER PER TREE. 6. ROOT BARRIER SHALL BE A MIN. OF 18" BELOW GRADE ON WALK SIDE. 7. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON CURB SIDE. FINISHED GRADE, SLOPE VARIES, SEE PLANS I—I I 1-1 I MAINTAIN TURF FREE CONCRETE CURB CONCRETE SIDEWALK AREA 12" FROM TRUNK BACKFILL MIX, ROOT BARRIER, BACKFILL MIX, — SEE SPECIFICATIONS TYPICAL 6" BASIN IN G. COVER SEE SPECIFICATIONS =III=III= BACKFILL MIX, 3" BASIN IN LAWN FINISHED BACKFILL, SEE SPECIFICATIONS D 6' BASIN GRADE TYPICAL GRADE � III III Ili — _ —III II II III 111111111�=1I11I 11 —I 1 1111I� III=T—I —III LIB —I X III III m �ll ' , PLANTING TABLETS, PLANTINGTABLETS, _ " m = = = = = = = - SEE SPECIFICATIONS - —_ — _ _ _ _ = 1 SEE SPECIFICATIONS PLANTING BACKFILL PLANTING BACKFILL PUDDLE AND SETTLE 3X ROOTBALL PUDDLE AND SETTLE Z TO SET PLANT AT TO SET PLANT AT 0 3X ROOTBALL FINISH GRADE FINISH GRADE F NOTE: R.1 DETAIL IS FOR THE INSTALLATION OF ROOT BARRIERS ONLY, REFER TO THE TREE DETAILS NOTE: NOTE: FOR INSTALLATION INSTRUCTIONS FOR TREES. ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAYER OF APPROVED MULCH. ALL PLANT BASINS SHALL RECEIVE A 4" DEEP LAYER OF APPROVED MULCH. F Z O CITY OF TEMECULA NO SCALE T CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE v o: 0 + TREE ROOT BARRIER P - 5 €, SHRUB PLANTING P - 6 " ° SHRUB PLANTING ON SLOPE P - 7 U.LNNDERGROIbYD SERVICE ALERT 'ap�,°B�° 'up;' 'ow: CALL TOLL fREE 1-800-427-4/33 CD N 1850 Wambl,Raub Sn¢100.403 40 TWO WORKING DA YS BEFORE YOU DIG s."omn.,cn nzlab s1n_ns-'zws www.msnaenaemn<om N N CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SCALE SEAL' S31B�AP Designed By Dmwn By Checked By Omwing No. coenocro � 4➢ sscnlwy,T4 y TJ M T✓ M 7✓ � 8/6/20 C/TY OF TEMAIIIII DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.: 047E c, Plans Pmpomd Under Supervision 0/ mwPwcror ACCEPTED BY: 5_W RE. 1"""_ gg7E 8/6/20 RATRCY PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' �'Z BM JACHLEWSKI, JR. Date 01-16-70 �RI�x., MCN'cs� vkd ��s g a` R.C.E. No. 44223 ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oor. comRrorwe rF °F cnL1F� R.L.A No. 4547 ;''ro'.°B: LANDSCAPE PLANTING DETAILS Sheet 13 of 30 LD193162 IT 14' 12' LANE WIDTH LANE WIDTH GROUND COVER PLANT 10' 1' IRRIGATE B LANDSCAPE 1' l0' • PER Cl TY TANDAROS fE • • • PLANT SPACING SHALL BE 12" MAXIMUM STRIPE 1% 2% LANE 1% J 12' � 12' _.__-.-_ / \\ 4° THrc. 3 1 J `(STAMPED LONG.) ^ ' TOP OF CURB�� LANDSCAPE • • 12— �ii2v, MAINT. WALK 4' 6" PER C.O.7. STD. PER C.O.T. STD. AREA Q NO, 204 RAISED MEDIAN (CROWNED) No. 204 PLAN VIEW N.T.S. EDGE OF PAVING,WALK, WALL, ETC. 10'-12"THICK TILLED PLANTING BED - Z INSTALL 4"THICK MULCH LAYER PRIORTO PLANTING 700' STAMPED CONCRETE PATTERN n PLANT TABLET(SEE SPECS.) SEE DETAIL p gROUNDCOVER, BOMANI TE PATTERN RIVER ROCK` I 12, 14' 12' 10"-12"THICK TILLED PLANTING BED FINISHED GRADE LANE WIDTH LANE WIDTH GROUND COVER PLANT 2' IRRIGATE LLANDSCAPE 2' /ON INSTALL4"THICK MULCH LAYER PRIOR PER lTY TANDAROS' TO PLANTING GROUNDCOVER LANE AREA GRAIN STRIPE FINISHED GRADE c � �h: III III—III III III1 1 ?% 2% 2% 7%'�'� � ._� IIIIII-1 III III III III —III III III III III— 4 m WK. NOTES: III— �—III—III—III III T / (STAMPED GONG.) v �5 Ol STAMPED CONCRETE TO BE BOMANITE PATTERN RIVER ROCK'OR APPROVED EQUAL. CURE - O'CURB FACE PER J MAINT. WALK 0'CURB FACE PER WITH LITHOCHROME COLOR HARDENER A-3J (NATURAL GREY). � � III III—III III III—III III- AMENDED SOIL C.O. L STD. 204 L.O.T. STD. 204 g �B,. . , III III_l� III III III- III III—III III �=111— GRADED MEDIAN (CENTER GRAIN) Q7 FOR THE MAINTENANCE WALK, USE lB' WIDE X C THICK STAMPED PATTERN CONCRETE —III III—III—III—III—III—III— III = = —III— UNAMENDED SUBGRADE NOTES: WITH (2) #J BARS CONTINUOUS. 1 =III=III=1 =1 III ' " ' ALL LANDSCAPING AND IRRIGATION PLANS SHALL BE APPROVED BY COMMUNITY Q FOR MEDIAN NOSE, USE 4' THICK STAMPED PATTERN CONCRETE WITH (2) #3 BARS SECTION VIEW-N.T.S. AMENDED SOIL SERVICES DISTRICT(C.SOL CONTINUOUS. UNAMENDED SUBGRADE CONTINLED MAINTENANCE MUST BE GUARANTEED THROUGH A MAINTENANCE DISTRICT OR OTHER APPROVED MECHANISM © LOW GROUND COVER SHALL BE PLANTED WITHIN 200-FEET OF THE BEGINNING OF THE LANDSCAPE AREA. ALL IRRIGATION MUST BEA DRIP SYSTEM AND/OR TREEWELL BUBBLERS oawm.w..•..,..k-ww.w.w.w.+....aw.. ..am............w..w�awel..w... ownawn.....�+.k-ry,d++..w"w.aw...,...max+.. ..mw.....�w•w..wr�.a.,an w.. APPROVEOBY AINROV£DBC CITY OF TEMECULA CITYOFTFMFC ORK CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE nsPARrnuMroPPreuc won s /�(/ 9H « nePrRrn�rvroFroecfc woaEcs F ° OCTOBfR II. IOII OCTOBER IZ. ZOII y - GREGBUTLER, O/ Ci0 OFPI/BLICWOPliS/CITY ENGINEER GAZE GRfGBUnERDI CT OFP ICWORKS/C'ITVENGINEER GATE - STAMPED CONCRETE RCE NO 47109 TYPICAL SECTION RCE NO 47I09 GROUND COVER P - 9 MULCH LAYER P - 11 my °Y °"h "" n° "°W'° N LANDSCAPEMED/AN eC " ° ° "`° a" °"h �a MED/ANS PLANTING ''� : �°, wroexm " / eF4A STANDARD NO. 1/2 SHEET I OF 2 r 4 STANDARD NO 112 SHEET OF REFER TO TEMECULA COMMUNITY SERVICES (rc) (TC) 6 SAWCUT AND DISTRICT LANDSCAPE STANDARDS BOOKLET REMOVE ° � ' ` __ � / CURB FOR IRRIGATION AND PLANTING SPECIFICATIONS EXI5TING AC J �} PAVEMENT _- - ., EXISTING AC PAVEMENT `' n y .. - ----............ INSTALL STANDARD CONCRETE PER DETAILS ON LANDSCAPE PLAN 10" EXISTING TYPE ` LY8 CURB SAWCUT AND REMOVAL DETAIL (Tc) (TC) 17 25' WIDE EXISTING TYPE c o p o-8 CURB MEDIAN OPENING T SEE DETAIL ABOVE 3' s TAPER TO TAPER TO SAWCUT SAWCUT F w INSTALL STAMPED CONCRETE p PER DETAILS ON LANDSCAPE t� PLANS 160SECTIONI 1TTOIOWAAVENUE SUITElW U. dNOERGR01bN0 SERVICE ALERT RIVERSIDE. CA WM17 951.782,9707 (FA%)951.7W2 0123 ENC.INEERINO COMPANY nrF.ngm�.nng.rom CALL TOLL fREE xi.ersgk vn ulgw l/�ry. snL�uwprwk.,.Y.M.u�.nlniw.rlgxw.I,.�n 1-800-427-4/33 CD N 1850 Wambl,RA Sn¢100.403 40 TWO WORKING DA YS BEFORE YOU DIG s.,omg,,en nzlab sIn_ns-Tws www.msnaena.mn<om N N CONSTRUCTION RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SCALE SEAL' S31B�Pf Designed By Dmwn By Checked 6)/ Drawing No. coanoaro � 49 sscnlwy,A4y TJ M T✓ M 7J 8/6/20 C/TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.. 0147E c, i � Plans Pmpamd Under Supervision 0/ mxPwcror ACCEPTED BY.: r�Ag""rl 1"""_ DATE 8/6/20 PATRCY RE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L' �`? 77M JACHLEWSKI, JR. Dote 01-26-20 MIWx., M2N'cs Q.O.E H vecd ��s g a` R.C.E. No. 44223 ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oaro camProrwe rF °P cnL1F� R.L.A. No. 4547 ;''ro'.°B: LANDSCAPE PLANTING DETAILS Sheet 14 of 30 LD193162 MENEEMEMEN c MURRIETA HOT SPRINGS ROAD TOHLINE SEEBELO IRRIGATION SCHEDULE - ABBREVIATED MAT HLINE: E . _ / I • '' a W=�- (SEE SHEET L.2-13 FOR FULL SCHEDULE) i • __---- Q TREE BUBBLER PIPE SIZING CHART SHRUB DRIP OT05GPM 3/4'SCH 40 PVC • MANUAL FLUSH VALVE 10 TO 1 GPM 1' /4" SC PVC 15 TO 5 GPM 1-T SCH 40 0 PVC PVC - - WATER METER 15TO 2$ GPM 1.5' SCH 40 PVC ® NOTE: • \I CONTRACTOR SHALL SIZE ALL LATERAL LINES PER _ • I\ ISOLATION VALVE �' • • PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE X A - : BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. • EXISTING CURB • ® MASTER VALVE • REFER TO TEMECULA COMMUNITY SERVICES ® FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET • ROR/� : FOR IRRIGATION SPECIFICATIONS. CONTROL VALVE co p O DRIP CONTROL VALVE IRRIGATION HYDROZONE R O • HVDROZONE#1 LOW WATER USE-SHRUBDRIP x �O : QUICK COUPLER VALVE HVDROZONE#2 LOWWATERUSE-TREEBUBBLER • w MAIN LINE AIR RELIEF • j EXIS m CURB - • _I r ••••••• PRESSURE SUPPLY LINE 'T • LATERAL LINE • SLEEVE OR CONDUIT 'I / • / ISTINGCURB : ® CONTROLLER _ Q • : • STATION NUMBER • Q • ,y Q : XX GALLONS PER MINUTE IJ J �' : �/ : XX WATER USED IRRIGATION TYPE ., 0 '''' '' (L=LOW, M=MEDIUM, H=HIGH) /n : VALVE SIZE •, co i wLL � i L ; 0 w Q a „ [V on m : W 6 cn : � L- EBU82 , I KEY MA -/ P N .T. S . ff - UB DRIP a w • / : MURRIETA HOT SPRINGS RD. - N y ' �• RORIpAUG/y ff IIII V " :• C yy : N/COLAS RD./ /L.2-02 C L.2-03 Co • • • : SPORTS PARK I L.2-04 • CANTRELL RD. SOUTH LOOP RD. • � � � � FIRE STATION L.2-05 ! z3 ( r / = • VISTA DEL MONTE flu. Z L.2-06 q �`^` O LA SEflENA WAV w M ` ' .` L.2-107 a A7 CNIIN NF S / F 11* 0 0 MATCNLIN : S OV R HT E SEER FFSy ` :• L.2-08 LNNDERGROIbV05ERVl[EALERT H % FT�•2` L.2. 09 L.2-10 CALL TOLL fREE , OV\��� a\PPG O 1-800-427-4/33 - 0' 10' 20' 40' 60' Off'" poP�\� CD Wamblc Rau4 Sn¢100.403 �pAA L.2-11 Sm Dm.,,CA 93106 619nM-nQ3 wwwm:ae.oaemn<Om NORTH PP' TWO WORKING DAYS BEFORE YOU DIG N N CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SCALE SEAL' S31BPE Designed B1' Omwn By Checked by Q Omwing No. Contmcfo � 49 �soniey,T'�2'y TJ M T✓ Rp 7✓ / 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS yj RECOMMENDED BY.' ATE ''m" Plans Prepared Under Supervision O/ ~ mwR•aror ACCEPTED BY.: PM�'""•1 1"""_ DATE 8/6/20 0 PARbCYf PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L•Z—� BAf JACNLEWSKI, JR. Dafe 01-16-70 plRx., Mti�cs Q.O. f vend 'si g e B ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z Rafe comRrorwe 9rP Ot`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 �a,'w���' IRRIGATION PLAN IL Sheet 15 of 30 LD19.3162 IRRIGATION SCHEDULE - ABBREVIATED '9Tcy (SEE SHEET L.2-13 FOR FULL SCHEDULE) 0 TREE BUBBLER sAFT 2 S�. PIPE SIZING CHART 7 M SHRUB DRIP OT05GPM 3/4w SCH 40 PVC i l m MANUAL FLUSH VALVE 5 TO 10 GPM 1' SCH 40 PVC O� 10TO15GPM 1-1/4' SCH 40 PVC • /�� �" ♦ �� ® WATER METER 15 TO 25 GPM 1.5' SCH 40 PVC i 6.6 /� ♦♦♦ NOTE: ♦ ♦♦ �1>1 N ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER B DRIP " � 1" ♦♦ PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE 114" ♦ BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. ♦♦♦ � �� � � r; ��� 1 � P BUB. 614 - — ® MASTER VALVE ♦ � i REFER TO TEMECULA COMMUNITY SERVICES J' J • • 3 FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET /'� J� ♦ ♦♦ / ��" .♦ ® FOR IRRIGATION SPECIFICATIONS. L • i - EE BUB. ♦♦ CONTROL VALVE • ' / ,= 0 DRIP CONTROL VALVE IRRIGATION HYDROZONE � � � � �� � � ♦♦ � ♦ - ♦O♦• QUICK COUPLER VALVE HYDROZONE#1 LOW WATER USE-SHRUB DRIP / X 1 � � �, / ♦•. 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Z F Fc� • ,LJ L.2-06� � a- LA SERENq WAV l���j 4 L.2 07 c L.2-08 0 a dNOERGR01bYp SERVICE ALERT NQPN �(� FT ® L.2-09 L.2-10 CALL TOLL fREE �� , OV\��� ,a\fP'PO 1-800-427-4/33 T 0' 10' 20' 40' 60' ��CL . N�gv� PvvFO/ . CD NORTH �sawamm,xao<smi, ioo.aoe `�" O P�O�00"L.2-11 TWO WORKING pAYG 9EFORE YOU DIG s.,Dmn�,,CA n2I06 619 nM-76na www.msnaenasmn<om P cm N CONSTRUCTION RECORD DATE BY REVISIONS ACCD ATE BENCH MARK SCALE SEAL' PE Designed 81' Omwn By Checked By Drawing No. Contmcto � 4➢ 6scniey,T4 `y IJ M T✓ M 7J 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS H RECOMMENDED BY. ATE Plans Prepared Under Supervision Of mwP•aror ACCEPTED BY.: PM�'""rl 1"""_ DATE 8/6/20 s PAI_ PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L•Z-Z o 77M JACHLEWSKI, JR. Date 01-26-20 prRx., Mti�csXQ.O. H ve�d '"i g e B ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comPror•e 9rP 0t`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 �a,'w���' IRRIGATION PLAN Sheet 16 0/ 30 LD193162 IRRIGATION SCHEDULE - ABBREVIATED (SEE SHEET L.2-13 FOR FULL SCHEDULE) 44 F 1, v` Q TREE BUBBLER PIPE SIZING CHART ��F F• 7 A\ SHRUB DRIP 0 PVC MANUAL FLUSH VALVE 5 TO 10 G M V SCH 40 PVC �2 Cf O 10 TO 15 PM 1' /4" SCH 0 PVC / - ® 10 T015 GPM 1-TSCH 40 PVC ,�• ,I/�/ (� WATER METER 15 TO 25 GPM 1.5' SCH 40 PVC FF NOTE: N ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE / BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. / / ® MASTER VALVE ^ ' / REFER TO TEMECULA COMMUNITY SERVICES CO< / 1 1 . 4 / / ® FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET '-1 ^ L / ® FOR IRRIGATION SPECIFICATIONS. 19 CONTROL VALVE �9� - 12 • DRIP CONTROL VALVE IRRIGATION HYDROZONE X 1213 . HYDROZONE#1 LOW WATER USE-SHRUB DRIP / QUICK COUPLER VALVE HYDROZONE#2 LOWWATERUSE-TREEBUBBLER MAIN LINE AIR RELIEF EXISTING CU 4/ / ••••••• PRESSURE SUPPLY LINE LATERAL LINE / ..- C\/ SLEEVE OR CONDUIT 3 4 CONTROLLER STATION NUMBER TING CU O XX GALLONS PER MINUTE IF 44, XX WATER USED IRRIGATION TYPE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE • Oco T H INF X 1 1 4 l �/. i (� L- B DRIP � ✓t l 4. 4/ ✓// J I co L Q i KEY MAP - N .T. S . MURRIETA HOT SPRINGS RD. Q RORIP 11 Q � X 21 //7 • X 1 AUGRVALLEYRDL.2-1 i N/COLAS q L.2-02 W L.2- T / W L.2-04 svoRTs PARK J X 1214. /y - E BUB. / CANTRELLIRD. SOUTH LOOP RD. FIRE STATION CO L.2-05 VISTA DEL MONTE RD. 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No. 44223 OF CALF RL.A No. 4547 �a,'w���' IRRIGATION PLAN Sheet 17 of 30 LD19.3162 MATCHLINE' SEE SHEET L 2-3 ATCHLIN E T MATCHLINE: SEE BELOW LEFT IRRIGATION SCHEDULE - ABBREVIATED _ . MAT� LINE: SEE BELOW LEFT (SEE SHEET L.2-13 FOR FULL SCHEDULE) I . / iEXITING CURS q - • I X 121 L� • 2 Q TREE BUBBLER • . 7 - - PIPE SIZING CHART ® // \\ SHRUB DRIP OT05GPM 3/4"SCH 40 PVC _I • 1 MANUAL FLUSH VALVESCH 10TO1 GPM 1" /4" SC PVC • � I 10 T015 GPM 1-1/4" SCH 40 PVC WATER METER 15 TO 25 GPM ITSCH 40 PVC EXISTING CUR NOTE: • EXISTING CUR _ 1 N ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER d • ., PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE • T SIZE EXCEED DESIGNATED GPM RANGE. / I BACKFLOW PREVENTER �I ! �1 • ; ® MASTER VALVE REFER TO TEMECULA DISTRICT LANDSCAPE STANDARDS I BOOKLET TY SERVICES FLOW SENSOR 1 i I . � FOR IRRIGATION SPECIFICATIONS. • • i � I • • � CONTROL VALVE i r xlsnNcCURE IRRIGATION HYDROZONE O DRIP CONTROL VALVE •' • i • �� • � QUICK COUPLER VALVE HVDROZONE#1 LOWWATERUSE-SHRUB DRIP 11 1, • • ••�•••• HVDROZONE it2 LOW WATER USE-TREE BUBBLER • X 1214 i- MAIN LINE AIR RELIEF C X 121 ? C PRESSURE SUPPLY LINE ® LATERAL LINE • SLEEVE OR CONDUIT i , CONTROLLER • y�Js _ STATION NUMBER • I i 3' _ • XX GALLONS PER MINUTE I I � • • �� 1I CANTRELL XX WATER USED IRRIGATION TYPE SOUTH • • I LOOP ROAD . VALVOE SIZE MEDIUM, H=HIGH) � ` ROAD c1 _ I o J Q .._.. o p aC u IT W I M- E B 6. I O - W I WA {�� w Q 4 L- B DRIP . 0 S CA ❑ ~ J KEY MAP - N .T. S . ❑ 1 W ❑ a J 1 1 „ ; J 1 — Q ❑ LLI LL - o i W 7 L.L `I w MURRIETA HOT SPRINGS RD. V ' BUB. 1 W b - ROLLJRIPgUGN UALLBY _ __ . • C Q N/C RO' 7 I Lu L.2-02 • = m t OLAS RD. _ m / L.2-03 m SPORTS PARK • I W L.2- LL CANTRELL SOUTH LOOP RD. W FIRE STATION L.2-05 VISTA DEL MONTE flD. O • B — L.2-06 m _ BDRIP f LA SEE WAV F Z J11 L.2 07 c I t7 MATCHLINE: S { L.2-08 c SEE ABOVE RIGHT I e\, U. LNNDERGROIbV05ERVl[E ALERT i I EHEPN CALL TOLL fREE NORTH I MATCH INE: SEE ABOVE RIGHT L.2m L.2-10P°. 1-800-427-4/33 0' 10' 20' 40' 60' f - _ ------ a CD MATCHLINE: SEE SHEET L.2- L.2-11 N MATCHLINE: SEE ABOVE RIGHT S,,Dw•,,Ca,,,ab 619 oo.ao3,M-7EQ, , m,;,,,,nd=bxpm eP TWO WORKING DAYS BEFORE YOU DIG N � N CONSTRUCTION RECORD DATE BY REVISIONS ACCD �1E BENCH PARK SGLE SEAL: ��RE Designed B1' Omwn By Checked by / Q Omwing No. � coaeraaro � 4➢ �scnl•y,T4 y TJ M T✓ M Ti 8/6/20 C/TY OF TEMECII" DEPARTMENT OF PUBLIC WORKS yj RECOMMENDED BY.' ATE ''m" Plans Prepared Under Supervision 0/ ~ mwR•cror ACCEPTED BY: P�A•""•1 1"""_ ggTE 8/6/20 s PARbCYf PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L'ZQ 0 49 PM JACNLEWSKI, JR. Dafe 01-16-70 �pl�x., Mti�cs X va'�d '"i g e B ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comRror•e 9rP 0t`' R.C.E. No. 44223 OF CALF RL.A No. 4547 �a,'w���' IRRIGATION PLAN Sheet 18 0/ 30 d LD19.3162 MEN MATCHLIN E SHEET MATCHLINE" BELOW LEFT MATCHLINE: SEE BELOW LEFT MATCHLI E E m m m - mmm 0IRRIGATION SCHEDULE - ABBREVIATED i I • (SEE SHEET L.2-13 FOR FULL SCHEDULE) i • 72SS 7 O TREE BUBBLER PIPE SIZING CHART �� SHRUB DRIP/� 7- OT05GPM 3/4"SCH 40 PVC L _l-- EXISTING CURB MANUAL FLUSH VALVE 5TO10GPM 1" SCH 40 PVC • -' ' 10TO15GPM 1-1/4" SCH 40 PVC WATER METER 15 TO 25 GPM ITSCH 40 PVC • NOTE: • ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER • : PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE • . 3 i •' ; BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. • • , ® MASTER VALVE -I. 3 ; FLOW SENSOR REFER TO TEMECULA COMMUNITY SERVICES t ; • ® DISTRICT LANDSCAPE STANDARDS BOOKLET ..: r„ I FOR IRRIGATION SPECIFICATIONS. • : ® CONTROL VALVE : EXISTING CURB ; • O DRIP CONTROL VALVE IRRIGATION HYDROZONE QUICK COUPLER VALVE HYDROZONE#1 LOW WATER USE- SHRUB DRIP • Ln HYDROZONE#2 LOWWATERUSE-TREEBUBBLER • ' ti 1260 , : • (1f MAIN LINE AIR RELIEF EXISTING CURB : : ; '•••••• PRESSURE SUPPLY LINE LATERAL LINE A SLEEVE OR CONDUIT CONTROLLER STATION NUMBER 0 EXISTING CURB , : Q XX —GALLONS PER MINUTE • ' ' : O XX WATER USE/ IRRIGATION TYPE ❑ (L=LOW, M=MEDIUM, H=HIGH) Q w 1 : ' (D VALVE SIZE (r Q !_ w : F : 1 \ C'3 cn 26S Q ¢ % ❑ LU cn w f MATCHLINE : SEE BELOW LEFT a w o KEY MAP - N .T.S . 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MATCHLINE: SEE SHEET L.2-6 PPe LL L-TREE BUB. dNOERGR01bYD SERVICE ALERT 5 MATCHL EE ABOVE I H GllL TOLL fREE M-TREE BUB. - • ;' 0' 10' 20' 40' 60' O MATCHLI ABOVE RI T S,, wg,,C 92I06 °M-7 MATCHLINE: SEE ABOVE RIGHT NORTH N TWO WORKING DA YS BEFORE YOU DIG s.�m.,�,en nzias s1n.ns-'zws www.msnaememn<om N CONSTRUCTION RECORD DATE BY REWSIONS ACCD LA7E BENCH MARK SGLE SEAL' ��RE Designed By Dmwn By Checked By � Drawing No.MMMMMMMMM � Contmcto � 4➢ �soniey,T' 'y TJ M T✓ Af 7J � 8/6/20 C/TY OF TEMECII" DEPARTMENT OF PUBLIC WORKS RECOMMENDED BK OWE c, Plans Pmpomd Under Supervision 0/ Inspector ACCEPTED BY: PM1''""rl 1"""_ ggTE 8/6/20 0 RAIPoYW PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L-Z-S o 77M JACHLEWSKI, JR. Date 01-26-20 plRx., Mti�cs X Q.O. H v.#�d �'"i g e B- ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z Dote compleree 9rP Ot`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 IRRIGATION PLAN Sheet 19 0/ 30 GE LD193162 MATCHLINE: SEE SHEET L.2-5 MATCHLINE: SEE BELOW LEFT MATCHLINE: SEE BELOW LE IRRIGATION SCHEDULE - ABBREVIATED • - - � `/ (SEE SHEET L2-13 FOR FULL SCHEDULE) : • i / 0 TREE BUBBLER a PIPE SIZING CHART • �� SHRUB DRIP�� • • © MANUAL FLUSH VALVE 5TO10G M 1"SCH4 PVCC 10 T015 GPM 1-T SCH 40 0 PVC PVC F WATER METER 15T025 GPM 1.5' SCH 40 PVC NOTE: ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER • - t ., PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE ' • BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. MASTER VALVE 1 : REFER TO TEMECULA COMMUNITY SERVICES FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET • g / • FOR IRRIGATION SPECIFICATIONS. • CONTROL VALVE • I EXISTING CURB i :' F O • .: DRIP CONTROL VALVE IRRIGATION HYDROZONE I 'q" _ • QUICK COUPLER VALVE HYDROZONE#1 LOW WATER USE- SHRUB DRIP EXISTING CURB V I y HYDROZONE#2 LOW WATER USE-TREE BUBBLER If Tm Q MAIN LINE AIR RELIEF L- SH UB DRIP i : V '••'••• PRESSURE SUPPLY LINE • • 4� • LATERAL LINE • • , 7RolSLEEVE OR CONDUIT • • 7.3 M- TREE BUB. ' i I" • IF, ® CONTROLLER • 75 �� L-SH UB DRIP I • I • STATION NUMBER L-SHF UBDRIP 7.8 XX GALLONSPERMINUiE i 8 DRIP • . ' XX WATER USED IRRIGATION TYPE ✓ (L=LOW, M=MEDIUM, H=HIGH) EXISTING CURB • --- : VALVE SIZE q" EXISTING CURB • O Lu 7 f - =ATCHLISEE BELOW �T - KEY MAP - N .T.S . IrNREE BUB. • 0 : I MURRIETA HOT SPRINGS RD. 34 : W n -' — : .1 ROR/PgUONV ,L.2-1 �CDJ gLLPY RO'� C p� V p O i IV/cot L.2-02 10 W Q Q • L-TREE BUB. O L.2-03 • Q O • I : : ? 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No. 44223 OF CALF R.L.A No. 4547 Ta,'wL��' IRRIGATION PLAN Sheet 10 of 30 LD193162 MATCHLINE: SEE SHEET L.2-6 MATCHLINE: SEE BELOW LEFT � m � = � MATCHLINE: SEE BELOW LEFT mmm �,1 IRRIGATION SCHEDULE — ABBREVIATED i I- �• (SEE SHEET L.2-8 FOR FULL SCHEDULE) kk 0 TREE BUBBLER PIPE SIZING CHART F7 �� SHRUB DRIP I 1 OT05GPM 3/4"SCH 40 PVC { l © MANUAL FLUSH VALVE 5 TO 10 GPM V SCH 40 PVC 10TO15GPM 1-1/4" SCH 40 PVC I EXISTING CURB ,J WATER METER 15T025 GPM 1.5 SCH 40 PVC 1 ® NOTE: 1 I'I I \I CONTRACTOR SHALL SIZE ALL LATERAL LINES PER TRANSITION FRO E ISTI G I\ ISOLATION VALVE 1 CURB TO NEW CURB INSTALLED PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE a III t- DURING ROAD WIDENING SIZE EXCEED DESIGNATED GPM RANGE. CD a I BACKFLOW PREVENTER //�� �] WAY ® MASTER VALVE LA SERENA O LA SEITENA VVA1 tall NEW CURB REFER TO TEMECULA COMMUNITYSERVICES ,r 1 FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET __ - FOR IRRIGATION SPECIFICATIONS. WAY • 11 ® CONTROL VALVE W 11 DRIP CONTROL VALVE IRRIGATION HYDROZONE � • II • QUICK COUPLER VALVE HYDROZONE#1 LOW WATER USE- SHRUB DRIP ��' HYDROZONE#2 LOWWATERUSE-TREEBUBBLER 1 MAIN LINE AIR RELIEF m • --ii--II PRESSURE SUPPLY LINE • T �� 1 11i/4' ....... m L- RE BUB. m LATERAL LINE • T r ,� • R .n SLEEVE OR CONDUIT • L T • i, ' ; 11 , ®' CONTROLLER y ol • (n °y � � —{ 1 : � I• STATION NUMBER D EXISTING CURB : U) XX GALLONS PER MINUTE 3/4' m �FF • XX WATER USED IRRIGATION TYPE I ]] ; (L=LOW, M=MEDIUM, H=HIGH) g RR �i a O 1 111 s RI VALVE SIZE it I e � ILI ; ' EXISTING CURB ' MATCHLINE: SEE BELOW LEFT II ,II e KEY MAP — N .T.S . ' 1 I a.� I : MURRIETA HOT SPRINGS RD. I ROR/PAUGN ,L.2-1 m I ; : VALLEY RD'�, l I NI COLAS RD. L.2-02 B _ 1. • 1 ,� L- sH ue DRIP 9 L.2-03 m A Q 8.8 : m SPORTS PARK � L sr UB DRIP L.2-04 NEW CURB • T CANTRELL RD. SOUTH LOOP RD. m m m I I . • - ; FIRE STATION L.2-05 TJ ; ; VISTA DEL MONTE RD. O Y � L.2-06 a � t LA SEREN , O L.2 M-TREEBUB. r :I Q L.2-08 zc Ne F _ - : '- P u e ya x. 3L NEW CURB L.2-09 L.2-10�a. ��"'�� RFD z O� OQb \" C) aD �L.2-11 c� MATCHLINE: SEE ABOVE RIGHT a PPS` U. LNNOERGROIbYp SERVICE ALERT - SH ABOVE RI T � . � T-LI E. ABO RI �ATCHLINE. CALL TOLL fREE NOUN A MA asso czz-4/aa ATCHLIN o M 10' 20' 40' 60 INNER 0 N 1850%,mbl,Rau4 Smi,1004N NORTH 40 TWO WORKING pAYG BEFORE YOU DIG Sm Dm �,. ,CA 92106 619-M-7W3 w......n 1,,d1L1n.11m Coll RR N CONSTRUCTION RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SCILE SEAL' ��PE Designed By Dmwn By Checked By Q��,� Dmwing No. � Contmeto � 4➢ Ssonley,T' 'y TJ M T✓ M 7J `�`� / 8/B/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7E c, Plans Pmpomd Under Supervision 0/ mePecr� ACCEP7ED BY: P�1"""_ DATE 8/6/20 0 PATRCY PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L'Z 77M JACHLEWSKI, JR. Date 01-26-20 p/ v.#�d -'"i g e B- ° MURRIETA ROT SPRINGS RD TO RANCHO CALIFORNIA RD Z ante Compiere� 9rP �� R.C.E. No. 44223 OF CALIF R.L.A No. 4547 �a,'w��a' IRRIGATION PLAN Sheet 21 of 30 Od LD19.3162 SEE SH= �� '' S ���= � MA-rCHLiNE". = IRRIGATION SCHEDULE - ABBREVIATED �. �LO'� (SEE SHEET L.2-13 FOR FULL SCHEDULE) •� " P ' •� ������ \\ ••: 0 TREE BUBBLER v - • -A L PIPE SIZING CHART • , \v`� •• F7 : SHRUB DRIP : 0T05 GPM 3/4'SCH 40 PVC : © MANUAL FLUSH VALVE 5 TO 10 GPM V SCH 40 PVC : 10TO15GPM 1-1/4' SCH 40 PVC WATER METER 15 T025 GPM 1.5' SCH 40 PVC NOTE: ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER • PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE • �r: ♦• SIZE EXCEED DESIGNATED GPM RANGE. BACKFLOW PREVENTER • : MASTER VALVE : REFER TO TEMECULA COMMUNITY SERVICES NEW CURB •• FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET ♦ -s' • ^ FOR IRRIGATION SPECIFICATIONS. CONTROL VALVE 4 DRIP CONTROL VALVE IRRIGATION HYDROZONE • HVDROZONE#1 LOW WATER USE- SHRUB DRIP 'J ♦ • QUICK COUPLER VALVE ♦ HVDROZONE it2 LOW WATER USE-TREE BUBBLER • •" MAIN LINE AIR RELIEF y \. :•• O'' rn� '•••••• PRESSURE SUPPLY LINE • • V� LATERAL LINE • �" • �j� SLEEVE OR CONDUIT 4' • • - i (fit •� (5- �A \ •� ® CONTROLLER � :• �A \ •� �O STATION NUMBER �• WIN \ % �Q XX GALLONS PER MINUiE : • , \, \ \ � XX WATER USED IRRIGATION TYPE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE 89 �� A 7 ♦ NEW CU � RB • 'S UB DRIP •�• y, :• .A ((� 7 •i�, m 4 KEY MAP - N .T.S . O MURRIETA HOT SPRINGS RD. (n� 0• ••♦•• RORIPgUON ygLL ,L.2-1 ' :• � •i PY RD,�� dim p • NIDGLASRD./ L.2-02 �1 ••'p L.2-03 4 • SPORTS PARK �Q —T E BUB. / •i•• L.2-04 CANTRELL RD. SOUTH LOOP RD. 8.9 � �-S DRI L.2-05 ♦♦ FIRE STATION � BP •� �Y. • NEW CURB i •• 5 : VISTA DEL MONTE .. L.2-06 : •i • LA SERENA WAY L.2 07 .• {yy7• L.2 00 G 8.4 % •• �`, , L- HRUB DRIP h�g L.2-09s L.2oP OPa F • �� ! � O C V ��L.2 11 cc 0 U. LWERGROWD SERVICE ALERT v ^!N� CALL TOLL FREE 1-800-422-4133 ' '��N�'. ( 0' 10' 20' 40' 60, N M�� CD 1850 wommnxon<smio 100.403 NORTH 40 TWO WORKING GAYS BEFORE YOU DIG s.n DmS�,,CA 92106 619_M-7W3 www.msneienaemn<om N CONSTRICTION RECORD DATE BY REVISIONS ACC DATE BENCH MARK SCALE SEAL' ��PE Designed By Dmwn By Checked by � Dmwing No. � Contmefo � 49 lsoniey,T�2'y TJ M T✓ M 7J 8/6/20 C/TY OF TEMECII" DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' ATE c, Plans Pmpared Under Supervision 0/ mwPwcror ACCEPTED BY.: PM�'""rl 1"""_ DATE 8/6/20 s PAI_ PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L'Z 8 0 77M JACHLEWSKI, JR. Date 01-26-20 plMx., Mti�cs Q.O. H v.#�d '"i g e B ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comRrorwe 9rP 0t`' R.C.E. No. 44223 OF CAL\F RL.A No. 4547 �a,'w���' IRRIGATION PLAN Sheet 11 0/ 30 LD193162 Rol Rol IRRIGATION SCHEDULE — ABBREVIATED (SEE SHEET L.2-13 FOR FULL SCHEDULE) ���• �� � •i 0 TREE BUBBLER .�G��� PIPE SIZING CHART P ; SHRUB DRIP � � © MANUAL FLUSH VALVE 5TO10 GPM 1- /4' C PVC �� 1 •i♦ �� 15TO 5GPM 1.5' SCH 40 PVC V .♦♦ �� ♦♦♦ WATER METER NOTE 25 GPM 1.5' SCH 40 PVC !' ✓� ♦ ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER SI "' " aV ;; •• PIPE SIZING CHART, IN INSTANCE SHALL PIPE • �` • SIZE EXCEED DESIGNATED GPM RANGE. G��/ \ :♦♦ � BACKFLOW PREVENTER •i �pP\, ® MASTER VALVE \�- REFER TO TEMECULA COMMUNITY SERVICES �♦ 8.5 • DISTRICT LANDSCAPE STANDARDS BOOKLET 'S FLOW SENSOR UB DRIP FOR IRRIGATION SPECIFICATIONS. CONTROL VALVE '': '•; O DRIP CONTROL VALVE IRRIGATION HYDROZONE • ': ` V NEW CURB HYDROZONEAH LOW WATER USE- SHRUB DRIP QUICK COUPLER VALVE ': �' •i � HVDROZONE it2 LOW WATER USE-TREE BUBBLER 10 MAIN LINE AIR RELIEF -T BUB. 44 ♦♦ � PRESSURE SUPPLY LINE L SH 8 DRIP , '•i• e \ LATERAL LINE N� SLEEVE OR CONDUIT _ CONTROLLER NEW CURB " • A STATION NUMBER •i .♦ XX GALLONSPERMINUiE .♦ ; XX WATER USED IRRIGATION TYPE i� - a,•q: s •i• :•' �J`�,C� . (L=LOW, M=MEDIUM, H=HIGH) GamA M TREE BJB NEW CURB ; (� VALVE SIZE ♦ T �� T/.�♦ ♦♦♦♦ ♦'• L31 `• °' KEY MAP — N .T.S . 4' •' � �' N �♦ 9� •i♦ MURRIETA HOT SPRINGS RD. r. �• O � \ •: ` Q♦♦ UORVgLLFYL•12'1 RD •i 9O \ � •i s •'♦♦ NIQOLASRD./ L.2-02 Q • cS� ° L.2-03'••� \ ♦''♦.• SPORTS PARK L.2-04 •� iV :• •♦pw♦�: '•♦• A CANTRELL RD. SOUTH LOOP RD. *110 41k lit. � FIRE STATION 9�� L.2-05 ® O •• � � VISTA DEL MONTE R0. Ilk is (� •'; IQ�� L.2-I 6MI WAR :•' • ,�� LA SERENA WAY L.2-07 ���`� L.2-0s z �3�A" @ o '• ,G� � L.2 m L.2-10 vOvP�° IRRRR U)i z L.2-11 �� C PLO a P�G�� U. LNOERGROWD SERVICE ALERT _(A CALL TOLL FREE 1-800-427-4/33 12 0' 10' 20' 40' 60' \V` O N 1850 wammcRaA S,,m 100.403 NORTH 40 TWO WORKING OAY59EFORE YOU DIG ss Dmn�,,CAn2i06 sw_ne-7wa srxw.msnaenasmn<om N N CONSTRUCTION RECORD DATE BY REVISIONS ACCO DATE BENCH Yg4K SCALE SEAL' ��PE Designed By Omwn By Checked by Omwing No. O coaeraaro � �4➢ Ssoniey,T'�'y TJ M T✓ Af 7J � 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.� ATE S Plans Prepared Under Supervision Of mwPwcror ACCEPTED BY.: PM�''""rl 1"""_ DATE 8/6/20 s PAI_ PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE RI 0 BM JACHLEWSKI, JR. Date 01-26-20 plRx., Mti�cs Q.D. z Vol '"i g e B ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comProrwe 9rP Ot`' R.C.E. No. 44223 OF CALF R.L.A No. 4547 �a,'w���' IRRIGATION PLAN Sheet 13 of 30 Od LD193162 IRRIGATION SCHEDULE - ABBREVIATED Q� ♦O� \G� (SEE SHEET L.2-13 FOR FULL SCHEDULE) C TREE BUBBLER PIPE SIZING CHART // : SHRUB DRIP �j' \ n ♦♦ © MANUAL FLUSH VALVE 0 TO 1 GPM V SCH SCH AD PVC ♦ 10TO1 GPM 1' /4" SC PVC �� -� ♦♦ ♦♦♦ 15 TO 5 GPM 1 T SCH 40 PVC 0 PVC WATER METER N TO2$ GPM 1 5' SCH 40 PVC • ,rr NOTE. -` � ♦♦• `v�, ♦♦♦ ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER �P '♦♦ P INSTANCEPIPE SIZING CHART, IN NO SHALL PIPE `♦♦ ` , ,♦♦♦ � BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. MASTER VALVE \ ♦�♦ ® REFER TO TEMECULA COMMUNIT"SERVICES DISTRICT LANDSCAPE STANDARDFLOW SENSORFOR IRRIGATION SPECIFICATIONS CONTROL VALVE IL DRIP CONTROL VALVE IRRIGATION HYDROZONE �♦ �� `♦♦ HYDROZONE#1 LOW WATER USE- SHRUB DRIP ♦ ♦♦♦♦ QUICK COUPLER VALVE HYDROZONEil2 LOWWATERUSE-TREEBUBBLER 40 MAIN LINE AIR RELIEF ♦' PRESSURE SUPPLY LINE `♦ �� \\ LATERAL LINE ♦♦ `♦♦ SLEEVE CONDUIT `♦♦ O�O A G� ®' CONTROLLLL ER ♦`i STATION NUMBER \ ♦♦` 9 ••`. �� XX GALLONSPERMINIfTE E BUB. tL� ` ♦`♦ A - *0• `` XX WATER USED IRRIGATION TYPE �`1��,. ♦`i♦ ♦ :♦♦♦ �O (L=LOW, M=MEDIUM, H=HIGH) VV •,♦ 6s look. V VALVE SIZE ♦O♦ •♦ - . . .♦♦ VC I s ♦♦`i SHRUB DRIP : , ♦.♦ 0� ! V ♦♦ `♦ j •♦ * '♦♦ ♦♦ ♦♦♦ NEW CURB ,♦♦♦ O P`GI O V ♦♦ T ♦ ♦♦♦ ,— NFW CURB KEY MAP - N .T.S . ' ♦ `♦� MURRIETA HOT SPRINGS RD. `i 6.9 �� .� ♦♦♦`i♦ SHRUB DRIP I ROR/PALI yL �L.2-1 G� ��Fi ALEYRD �L/ `♦♦i ♦`� ♦•♦♦i NICOLASRD.� L.2-02 G --- L.2-03 C O♦ ♦♦♦ ♦♦♦ SPORTS PARK A NEW CURB � Q ♦♦ ♦♦ L.2-04 �� ♦♦♦♦ \� ♦♦♦♦ CANTRELL�RD. SOUTH LOOP RD. �� ♦`♦i • \ ♦`♦♦ 4 FIRE STATION 'o♦ vv L.2-05 O .♦`.♦ ♦ A. ♦`♦♦ VISTA DEL MONTE R0. (s,� x:, ♦`ii♦ ♦♦♦♦ii ♦♦♦O 9 v L.2-06� (4 ♦♦` ♦♦ 3 ♦`i 9 ^�� LA _AWAY ,9 0 `i♦ TREE BUB. 1 \ �' L.2 107 A *4 ��`��` � �5�� L.2-,0s z A t( 5 Nx -\�vID ' L.2 09 10 IO �kD z caGCP L.2-11 L"IOIERGROIb9D SERVICE ALERT , CALL TOLL FREE _A 1-800-427-4/33 , r ( 0' 10' 20' 40' 60' RW N 1850 wommn xon<Son, 100.40e NORTH 40 TWO WORKING DA YS BEFORE YOU DIG S.n Dmso.en9zme 619_M-71503 w .msmienammb.eom N N CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SCALE SEAL' ��RE Designed By Dmwn By Checked by � Dmwing No. G Contmefo SCALE 4➢ Sscniey,T4 `y TJ M T✓ Af 7✓ 8/6/20 C/TY OF TEMECII" DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.� �7E c, Plans Pmpomd Under Supervision 0/ Inspector �,;.., ACCEPTED BY: IEW PE 1"""_ DATE. 8/6/20 0 RATRCY PE BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE BAf JACHLEWSKI, JR. Date 01-18-70 plRx., Mtilgcs Q.D. z v.#�d '"i g e B ° MURRIETA HOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oafs comproree 9rP 0t`' R.C.E. No. 442231111111, OF CALIF R.L.A No. 4547 Ta,'w���' IRRIGATION PLAN Sheet 14 0/ 30 IL LD193162 �o IRRIGATION SCHEDULE - ABBREVIATED (SEE SHEET L.2-13 FOR FULL SCHEDULE) IRRIGATION NOTES aV� 1. THESE PLANS WERE PREPARED USING BASE INFORMATION PROVIDED 0 TREE BUBBLER BY RICK ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR `V PIPE SIZING CHART VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL SHRUB DRIP OT05GPM 3/4"SCH 40 PVC FIELD . IF THERE ONS PRIOR TOPANCIES ORDERING BETWEEN ERIALS ENTHE PLANS BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD MANUAL FLUSH VALVE 5 TO 10 GPM In SCH 40 PVC CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO WORK 10 TO 15 GPM 1-1/4'SCH 40 PVC OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR �G m WATER METER 15 TO 25 GPM 1.5"SCH 40 PVC FAILS TO NOTIFY THE OWNER OF THE DISCREPANCIES PRIOR TO NOTE: BEGINNG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ISOLATION VALVE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNER TO PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE BACKFLOW PREVENTER SIZE EXCEED DESIGNATED GPM RANGE. OWNER. i ` ® MASTER VALVE 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION REFER TO TEMECULA COMMUNITY SERVICES OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING ® FLOW SENSOR DISTRICT LANDSCAPE STANDARDS BOOKLET WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND FOR IRRIGATION SPECIFICATIONS. SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONTROL VALVE CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO DRIP CONTROL VALVE IRRIGATION HYDROZONE ADDITIONAL COST TO OWNER. � 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR HVDROZONE#1 LOW WATER USE- SHRUB DRIP i� QUICK COUPLER VALVE REPLACING ANY EQUIPMENT AND MATERIALS DAMAGED DURING � \� ^ HYDROZONE#2 LOW WATER USE-TREE BUBBLER CONSTRUCTION WITHIN OR OUTSIDE THE PROJECT LIMIT OF WORK. c` MAIN LINE AIR RELIEF 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND S - •ammo•• PRESSURE SUPPLY LINE VERIFYING ALL CONDUIT AND IRRIGATION SLEEVING WITH OTHER �w CONSTRUCTION TRADE CONTRACTORS. .. y� LATERAL LINE 5. THE LANDSCAPE IRRIGATION SYSTEM SHALL BE DESIGNED AND SLEEVE OR CONDUIT MAINTAINED TO PREVENT SPRAY ON STRUCTURES. FIELD ADJUST ALL SPRINKLERS TO ELIMINATE OVERSPRAY ONTO BUILDINGS, TO CONTROLLER STRUCTURES, WALLS, SIDEWALKS, DRIVEWAYS, OR HARDSCAPE. E/ 7O STATION NUMBER 6. OBTAIN A STATIC WATER PRESSURE READING AT THE POINT-OF-CONNECTION PRIOR TO PROCEEDING WITH INSTALLATION. IF EXX —GALLONS PER MINUTE THE WATER PRESSURE FOUND IS DIFFERENT THAN SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF RECORD FOR WATER USE/ IRRIGATION TYPE FURTHER INSTRUCTIONS. �\ (L=LOW, M=MEDIUM, H=HIGH) 7. IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE \ VALVE SIZE FOR INSTALLING THE IRRIGATION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS AND ADJUSTING THE SYSTEM AS-NEEDED TO ACHIEVE UNIFORM COVERAGE. \ -y B. THE "SMART" CONTROLLER SHALL BE PROGRAMMED PER MANUFACTURER'S INSTRUCTIONS AND SHALL BE SET TO "AUTOMATICALLY ADJUST" BASED ON WEATHER ON OR PRIOR TO DAY 60 OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL CLOSELY �/ �+ NEW CURB MONITOR IRRIGATION AND FINE-TUNE THE CONTROLLER SETTINGS FOR K E t MAP - N .T. J . EACH STATION DURING DAYS 61-90 OF THE MAINTENANCE PERIOD. \ 9. PROVIDE ONE COMMON AND ONE CONTROL SPARE WIRE FROM @, CONTROLLER TO END OF EACH PRESSURE SUPPLY MAINLINE IN EACH MURRIETA HOT SPRINGS RD. "r, RUN. BUNDLE IN BOX. R0R/RAUGh VgL4EP L. -1 \�� 10 PROVIDE WIRE SPECIFICATIONS.ESATEACH PRESSURE SUPPLY LINE SLEEVE PER DETAILS 11. REDUCED PRESSURE BACKFLOW DEVICE SHALL BE CERTIFIED BY A /V/COLAS R 2-02 \\ STATE CERTIFIED BACKFLOW TESTOR. \, 1 12. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. L.2- SPORTS PARK L.2- 4 � TCSD STANDARD NOTES : CANTRELL RD. O LOOP RD. ,,n\'` • ALL WORK SHALL COMPLY WITH THE CITY OF TEMECULA L.2- 5 FIREIRE STATION ��\� ` �O LANDSCAPE STANDARD SPECIFICATION AND 0 / INSTALLATION DETAILS. �y • INSPECTIONS ARE REQUIRED BY THE TCSD LANDSCAPE VISTA DEL D. O��\A ` ` INSPECTOR PER THE TCSD LANDSCAPE CONSTRUCTION C_ INSPECTION JOB CARD. L.2- 6 • CONTRACTOR SHALL CONTACT THE TCSD AT (951) �\ 694-6480 PRIOR TO COMMENCING LANDSCAPE LA SEREN WAY P INSTALLATION TO SCHEDULE THE REQUIRED PRE-JOB MEETING. L.2 7 G�O G L.2 08 Q,P� NR Z pNEP O L.2-09 L. 10 cc X00 .2-11 HOLD HARMLESS AND INDEMNIFICATION c CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR THE JOB SITE C CONDITIONS DURING THE COURSE OF CONSTRUCTION FOR THIS PROJECT, INCLUDING 0 SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY Lam LWOERGROWD SERVICE ALERT CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER/ DEVELOPER, THE TCSD, COUNTY OF LOCAL JURISDICTION, AND THE LANDSCAPE ARCHITECT HARMLESS CALL TOLL FREE FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE 1-800-422-4133 0' 10' 20' 40' 60' 1 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER / DEVELOPER, CSD, COUNTY OF LOCAL N NORTH 1850 x0ne,may 100.403 JURISDICTION, OR THE LANDSCAPE ARCHITECT. t0 TWO WORKING GAYS BEFORE YOU DIG s.n Dm°,,,CAvzia° sw_ne-7wa www.,nsneienemm.e0m N N CONSTRUCTION RECORD DATE BY REVISIONS ACCb DATE BENCH YM4K SCALE SEAL' s318RE Designed B1' Omwn By Checked by Omwing No. Contmcto � 4➢ ascniey,�4 `y TJ M T✓ Af 7J 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS yj RECOMMENDED BY.' ATE s �mr, Plans Prepoled Under Supervision 0/ ~ lnepecror ��'-� ACCECTED BY: PM 1 1"""_ A4TE 8/6/20 o Ls2/ / 4 77M JACHLEWSKI, JR. QOte 01-26-20 RAIPoYW PE ® BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE v.#�d '"i g e �'P ° ° cin'Ft✓mY9m B ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oats Compleret 9rP Ot`' R.C.E. No. 44223 OF CALIF RL.A No. 4547 '�im� IRRIGATION PLAN S NOTES Sheet 15 0/ 30 d LD19.3162 PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS STATIC WATER PRESSURE POC#T-0: 171 PSI STATIC WATER PRESSURE POC #T-5: 123 PSI STATIC WATER PRESSURE POC#T-6 132 PSI STATIC WATER PRESSURE POC#T-7 75 PSI PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION PRESSURE LOSS CALCULATION WORST CASE VALVE NO: T4-5 WORST CASE VALVE NO: T5-1 WORST CASE VALVE NO: T6-1 WORST CASE VALVE NO: T7-3 WORST CASE VALVE SIZE: V WORST CASE VALVE SIZE: 1" WORST CASE VALVE SIZE: 1" WORST CASE VALVE SIZE: V WORSE CASE VALVE GPM: 11 WORSE CASE VALVE GPM: 7 WORSE CASE VALVE GPM: 8.3 WORSE CASE VALVE GPM: 12 PIPE PIPE PSI PIPE PIPE PSI PIPE PIPE PSI PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A. TOTAL LATERAL SYSTEM LOSS: 3.4 A. TOTAL LATERAL SYSTEM LOSS: 2.8 A. TOTAL LATERAL SYSTEM LOSS: 3.0 A. TOTAL LATERAL SYSTEM LOSS: 3.5 PIPE PIPE PSI PIPE PIPE PSI PIPE PIPE PSI PIPE PIPE PSI MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS A SCH 40 2" 1450' 11 1.9 A SCH 40 2" 522' 7 0.3 A SCH 40 2" 1,387' 8.3 1.1 A SCH 40 2" 2,28T 12 3.0 B. TOTAL MAINLINE SYSTEM LOSS: 1.9 B. TOTAL MAINLINE SYSTEM LOSS: 0.3 B. TOTAL MAINLINE SYSTEM LOSS: 1.1 B. TOTAL MAINLINE SYSTEM LOSS: 3.0 MISCELLANEOUS LOSS/GAIN MISCELLANEOUS LOSS/ GAIN MISCELLANEOUS LOSS/GAIN MISCELLANEOUS LOSS/GAIN WATER METER: 0.8 WATER METER: 0.4 WATER METER: 0.6 WATER METER: 0.9 SACKFLOW PREVENTER 12.0 BACKFLOW PREVENTER 12.0 BACKFLOW PREVENTER 12.0 BACKFLOW PREVENTER 12.0 MASTER CONTROL VALVE/FLOW SENSOR: 2.5 MASTER CONTROL VALVE/FLOW SENSOR: 2.5 MASTER CONTROL VALVE/ FLOW SENSOR: 2.5 MASTER CONTROL VALVE] FLOW SENSOR: 2.5 BALL VALVE(S) 3.0 BALL VALVES) 3.0 BALL VALVE(S) 3.0 BALL VALVE(S) 3.0 CONTROL VALVE 3.0 CONTROL VALVE 2.5 CONTROL VALVE 2.8 CONTROL VALVE 3.0 HEAD LOSS/GAIN IN SYSTEM (ELEVATION X 0.433 = PSI (9) HEAD LOSS/ GAIN IN SYSTEM (ELEVATION X CASS = PSI 19 HEAD LOSS/GAIN IN SYSTEM (ELEVATION X 0.433= PSI (10.5) HEAD LOSS/GAIN IN SYSTEM (ELEVATION X 0.433 = PSI (1.3) C. TOTAL MISC. LOSS/GAIN 12.3 C. TOTAL MISC. LOSS/GAIN 39A C. TOTAL MISC. LOSS/GAIN 10.4 C. TOTAL MISC. LOSS/ GAIN 20.1 D. TOTAL SYSTEM LOSS/GAIN (A+B+C) 17.6 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 42.5 D. TOTAL SYSTEM LOSS/GAIN (A+B+C) 14.5 D. TOTAL SYSTEM LOSS/GAIN (A+B+C) 26.6 E. FITTING LOSSES (15%OF TOTAL LOSSES) 2.6 E. FITTING LOSSES (15% OF TOTAL LOSSES) 6.4 E. FITTING LOSSES (15% OF TOTAL LOSSES) 2.2 E. FITTING LOSSES (15% OF TOTAL LOSSES) 3.9 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 G. DESIGN PRESSURE (D+E+F) 60.2 G. DESIGN PRESSURE (D+E+F) 88.9 G. DESIGN PRESSURE (D+E+F) 56.7 G. DESIGN PRESSURE (D+E+F 70.5 RESSURE H. PRESSURE AVAILABLE (REQUIRED)AT POINT-OF-CONNECTION 171 H. PRESSURE AVAILABLE(REQUIRED)AT POINTAF-CONNECTION 123 H. PRESSURE AVAILABLE (REQUIRED)AT POINT-OF-CONNECTION 132 H. P AVAILABLE (RE UIRED)ATPOINT-OF-CONNECTION 75 RESIDUAL PRESSURE 110.7 RESIDUAL PRESSURE 34.1 RESIDUAL PRESSURE 75.3 RESIDUAL PRESSURE 4.5 CITY OF TEMECULA COMMUNITTY SERVICES DISTRICT CITY OF TEMECULA COMMUNITTY SERVICES DISTRICT CITY OF TEMECULA COMMUNITTY SERVICES DISTRICT CITY OF TEMECULA COMMUNITTY SERVICES DISTRICT PROJECTED LANDSCAPE IRRIGATION WATER USE POC T-4 PROJECTED LANDSCAPE IRRIGATION WATER USE POC T-5 PROJECTED LANDSCAPE IRRIGATION WATER USE POC T-6 PROJECTED LANDSCAPE IRRIGATION WATER USE POC T-7 Process Process Process Process Hydrozone Number Step N. 1 2 Hydrozone Number Step N. 1 2 Hydrozone Number Step N. 1 2 Hydrozone Number Step N. 1 2 Evaporation Rate (in./yr.) Evaporation Rate (in./yr.) Evaporation Rate (In./yr.) Evaporation Rate (in./yr.) Temecula = 55.4 in./Yr. 1 55.4 55.4 Temecula = 55.4 in./yr. 1 55.4 55.4 Temecula =55.4 In./yr. 1 55.4 55.4 Temecula =55.4 in./yr. 1 55.4 55.4 Area of Hydrozone (sq. ft.) 2 8,317 68 Area of Hydrozone (sq. ft.) 2 11,358 84 Area of Hydrozone (sq. ft.) 2 18,632 168 Area of Hydrozone (sq. ft.) 2 25,043 216 Plant coefficient (KC)(See table N. 3) 3 0.2 0.4 Plant coefficient WC) (See table N. 3) 3 0.2 0.4 Plant coefficient WC) (see table N. 3) 3 0.2 0.4 Plant coefficient (KC) (See table N. 3) 3 0.2 OA Irrigation system Distribution Irrigation system Distribution Irrigation system Distribution Irrigation system Distribution Efficiency(See table N 1) 4 0.90 0.85 Efficiency(See table N 1) 4 0.90 0.85 Efficiency(See table N 1) 4 0.90 0.85 Efficiency(See table N 1) 4 0.90 0.85 Proposed Irrigation Operation Proposed Irrigation Operation Proposed Irrigation Operation Proposed Irrigation Operation Efficiency(See table N. 2) 5 0.85 0.85 Efficiency(See table N. 2) 5 0.85 0.85 Efficiency(See table N. 2) 5 0.85 0.85 Efficiency(See table N. 2) 5 0.85 0.85 Yearly plant Water Demand Yearly plant Water Demand Yearly plant Water Demand Yearly plant Water Demand (Step I x Step 3) result in (in./yr.) 6 11.1 22.2 (Step l x Step 3) result in (in./yr.) 6 11.1 22.2 (Step l x Step 3) result in (in./yr.) 6 11.1 22.2 (Step l x Step 3) result in (in./yr.) 6 11.1 22.2 Total Area Water Demand Total Area Water Demand Total Area Water Demand Total Area Water Demand (Step 6 x Step 2) result in (in./tr.) 7 92,152 1,507 (Step 6 x Step 2) result in (in./tr.) 7 125,847 1,861 (Step 6 x Step 2) result in (in./tr.) 7 206,443 3,723 (Step 6 x Step 2) result in (in./tr.) 7 277,476 4,787 Irrigation Efficiency(Step 4 x Step 5) 8 0.77 0.72 Irrigation Efficiency(Step 4 x Step 5) 8 0.77 0.72 Irrigation Efficiency(Step 4 x Step 5) 8 0.77 0.72 Irrigation Efficiency(Step 4 x Step 5) 8 0.77 0.72 Hydrozone Water Demand (cu. ft.) Hydrozone Water Demand (cu. ft.) Hydrozone Water Demand (cu. ft.) Hydrozone Water Demand (cu. ft.) (Step 7/Step 8) result in (cu. ft.) 9 120,461 2,086 (Step 7/Step 8) result in (cu, ft.) 9 164,505 2,576 (Step 7/Step 8) result in (cu. ft.) 9 269,860 5,153 (Step 7/Step 8) result in (cu. ft.) 9 362,714 6,625 Allowable Project Demand (cu. Ft.) Allowable Project Demand (cu. Ft.) Allowable Project Demand (cu. Ft.) Allowable Project Demand (cu. Ft.) (Step 1 x the total of all step Ts) 10 464,529 Cubic Feet per Year (Step l x the total of all step2's) 10 633,887 Cubic Feet per Year (Step 1 x the total of all step Ts) 10 1,041,520 Cubic Feet per Year (Step l x the total of all step Ts) 10 1,399,349 Cubic Feet per Year Total of all Hydrozone Water Demands 11 122,546 Cubic Feet per Year Total of all Hydrozone Water Demands 11 167,082 Cubic Feet per Year Total of all Hydrozone Water Demands 11 275,012 Cubic Feet per Year Total of all Hydrozone Water Demands 11 369,339 Cubic Feet per Year 26.38 %of Allowable Project Demand 26.36 %of Allowable Project Demand 26.40 %of Allowable Project Demand 26.39 %of Allowable Project Demand Hydrozone 1-Shrub Drip Hydrozone 1-Shrub Drip Hydrozone 1-Shrub Drip Hydrozone 1-Shrub Drip Hydrozone 2-Tree Bubbler Hydrozone 2-Tree Bubbler Hydrozone 2-Tree Bubbler Hydrozone 2-Tree Bubbler IRRIGATION SCHEDULE IRRIGATION SCHEDULE-AFTER ESTABLISHED JAN FEB. Wi APR MAY JU1 JLL. AM ESP, WE NOV DEC. REFEREMEElol 23 2.4 4.1 4.9 6.4 7.0 TO 7.4 67 4.1 26 22 LOW WATER WE (20%Eb)l 0A6 0.0 01 0.98 1.28 1.4 1.56 1.0 1.14 0.02 0.52 am MECILM WATER RISE(50%Eb) 1,15 1.20 205 245 32 35 39 3.7 am 266 la 1.1 DIRT WATER WE 90'M Eb ZOO 216 169 4A1 5M 63 702 666 513 am 234 198 Hi LCJNWATERLSEDNP CYCLES I MONRI fi 6 0 10 12 12 14 14 12 S fi fi 039 MIW SI hICiJIH 8 1 11, 172 M245 274 260 2W 146 91 77 MNU]ES I CYf1E8 1] 1l tS 17 19 20 20 t9 17 18 is 13 Z O IRRIGATION SCHEDULE-ESTAB PERIOD JAN FEE INN2 APR MY JU1 JUL, AUO SEP. OCT. NO4. DEC. F FERERENCE EW 28 3.2 5.0 6.1 5.4 7.4 7.0 7.3 69 5.0 34 1.8 LOW WATER WEp MEb) 055 064 100 1Y2 108 140 14 i'M its 1 O(19 calls N£DI LM WATER WE(SON,Eb) 1.375 1.61 249 3.05 27 67 65 am 295 2.5 1.7 0.9 HGH WAlERL6E 90%Eb 20 2.898 4.4B2 5.48 4.86 am 63 657 5.31 4.5 am 1.62 F M LCNWATERU5EDRIP CYCLES 12 12 16 20 24 24 28 28 24 16 12 12 y 0.30 MI NJIESI MONTH 161 168 288 344 449 491 547 519 oK 2% 182 154 Z MNUTeSICYCLES 13 14 18 17 to 20 20 to 17 1s 13 13 Q V 0: 'NOTE: WATERMWWDLLE. DAYSAW9 WSMO LYWITIALLLOCPLOFd MDUES.MINUIESPERCYCLEAWSLGOESTgSACCORq NOTOWATERWF MSEDONT£MCNDiY 0 fEFEWE ETVAWESA WTRIINTWSASWEDEDFCRSPECIFICPLl WECBWHLEMAIWAINNGI MWEFFICIENCYANTC LIPNCEWITHLIX LCfd)IN4NCE5. dNOERGR01bY0 SERVICE ALERT CALL TOLL fREE 1-800-427-4/33 O N 1850 WamblcRaA Sn¢100.403 40 TWO WORKING DA Y59EFORE YOU DIG s.n0ms",en nzlas 619_ns-7ws N N CONSTRUCTION RECORD DATE BY REVISIONS ACCD �1E BENCH MARK SC4LE SEAL' S31B�PP Designed By Drown By Checked by Omwing No. O coaeroero � �4➢ SecnlNy,F4�y TJ M T✓ M 7J � 8/6/20 C/TYOF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' ATE c, 7 Plans Prepared Under Supervision O/ Inspector �� ACCEPTED BY..- r�AI""rl 1"""_ DATE. 8/6/20 Lit M 77M JACHLEWSKI, JR. QOte 01-26-10 PAIPoYW vc ® BUTTTA HOT S R STAGE ROAD MEDIAN LANDSCAPE R92ECIDR Or MBLC IIf3G/Di0'EMAY�t vkd ��s g a` R.C.E. No. 44223 ° MURRIETA HOT SPRINGS RO TO RANCHO CALIFORNIA RO Z osre ccmproree rF °F cnL1F� 1111111, R.L.A No. 4547 ;''ro'.9°,.° IRRIGATION CALCS Sheet 26 o/ 30 LD193162 IRRIGATION LEGEND CND ALL FT ENCLOSURE REQUIRED ITEM MANUFACTURER MODEL DESCRIPTION DETAIL ANDALLENT SHALL BRED STAINLESS STEEL COMPONENTS SHALL BE FLIP TOPLID,SHOWN PARTRO LPRE-ASSEMBLED Moo SENSE TP TREE BUBBLER IN OPEN POSITION CONTROLLER ASSEMBLY 0 POP-UP BUBBLER HUNTER PROS-O6-PRS30-CV/PCB-50 (2) PROS-WPRS-30-CV POP UP WITH PCB-50 (0.50 GMP) DUAL HYDRAULIC PISTONS SYMBOL INDICATES 2 POP UP BUBBLER PER TREE (1 GPM PER TREE) CONTROLLER o SUPPORT LID OPEN OSURE SHRUB DRIP SURGE ARRESTOR OMENSIIONSCONTROLLERWHEN LCLOSED: DRIPLINE TUBING SALCO SLV-PCRZ-2 (DARK GREEN) SALCO PRESSURE COMPENSATION EMITTER WITH 1/2" SALCO FLEX ADAPTER STAINLESS STEEL 36"H x 1WW x 15.5"D E\\\\� ASSEMBLY. 112" FIPT INLET. 30 PSI2 GPH.THE PVC SUBMAIN LINE SHALL BE 16-WIDETOP-ENTR�` - CALSENSE TP-1 TRANSIENT INSTALLED 4" BELOW FINISHED SOIL GRADE,AND THE MAXIMUM DISTANCE CONTROLLER ENCLOSURE PROTECTION BOARD OF THE BURIED PVC SUBMAIN SHALL BE 200 FEET.THE TOTAL LENGTH OF ANY NEW 3R RAINPROOF RATED STAINLESS STEEL, U.L. DRIP ZONE SHALL NOT EXCEED 400'. GFCI TYPE POWER SWITCH q REMOVABLE BACKBOARD AND RECEPTACLE REMOVABLE BACKBOARD NO SYMBOL SWING CHECK VALVE NDS KSC-(LINE SIZE)-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER TERMINAL STRIP / CONCRETE ENCLOSURE THAN THE EMITTERS FORVALVE WIRER / MOUNTING PAD, MIN.4'THICK, SEE DETAIL 148 FOR ALL TERMINAL BLOCK FOR DIMENSIONS OF CONTROLLER NO SYMBOL SPRING CHECK VALVE NDS KC-(LINE SIZE)-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE COMMUNICATION CABLE ACCESS PAD FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE EMITTERS f FINISHED GRADE MANUAL FLUSH VALVE DURA W-007 MANUAL FLUSH VALVE 'III--• - COMPACTED SITE SOIL T WC CONDUIT/SWEEP FOR 1 WATER METER WITH 1.5'SERVICE LINE (PER EMWD SPECIFICATIONS) SEE CIVIL ENGINEERING PLANS CONTROL WIRES TO VALVES 1 1/4"PVC CONDUIT FOR ISOLATION VALVE NIBCO T-560 NIBCO T-560 BRONZE BALL VALVE, LINE SIZE T AND SMALLER COMMUNICATION CABLE TO OTHER CONTROLLERS T PVC CONDUIT FOR USE AS BACKFLOW PREIENTER FEBCO LF825YA 1-LEAD FREE REDUCED PRESSURE BACKFLOW PREVENTER WITH 1"ME A SPARE,CAP OPEN END V.I.T. PRODUCTS STRONGBOX SBBC-305S 8 CR STRAINER LF825V. SMOOTH TOUCH ENCLOSURE P PVC CONDUIT/SWEEP FOR GROUND ROD CABLE T PVC TELEPHONE LINE EEP MASTER VALVE GRISWOLD 2230K 1.5' EPDXY COATED NORMALLY CLOSED PRESSURE REGULATING MASTER VALVE T PVC CONDUIT/SWEEP LINE 1 1/4"PVC CONDUIT/SWEEP FLOW SENSOR FLOMEC OS200-15 FLOMEC FLOW SENSOR, INSTALL PER MANUFACTURER'S INSTRUCTIONS FOR FLOW SENSORIMCV WIRES 1 1/4"PVC CONDUIT/SWEEP CONTROL VALVE HUNTER ICV-101G-FS-AS-ADJ 1' ICV SERIES W/PRESSURE REGULATORS TO 20 GPM) FOR ELECTRICAL SERVICE 5h8 DIA. x 8'COPPER ICV-151G-FS-AS-ADJ 1.5' ICV SERIES W/PRESSURE REGULATOR (20 TO 60 GPM) GROUND ROD WNHO GROUND WIRE AND CLAMP O w wr DRIP CONTROL VALVE HUNTER ICZ-10140 1'COMMERCIAL DRIP CONTROL ZONE KIT W/WYE FILTER AND PR (0.3 TO 20 GPM) QUICK COUPLER VALVE RAINBIRD 44LRC QUICK COUPLER VALVE W/(YELLOW) LOCKING CAP CITY OF TEMECULA NO SCALE 40 MAIN LINE AIRRELIEF NETAFIM 65ARIBl-B VALVE TO BE INSTALLED ON MAINLINE WITH INAI2"VALVE BOX a , CALSENSE SATELLITE, 1 - 47 ® EXTERIOR INSTALLATION someone PRESSURE SUPPLY LINE AS APPROVED 2" SCH 40 PVC REFER TO DETAILS AND TEMECULA SERVICE DISTRICT LANDSCAPE STANDARDS BOOKLET FOR INSTALLATION LATERAL LINE AS APPROVED SCH 40 PVC REFER TO DETAIL FOR INSTALLATION DEPTH NO SYMBOL LATERAL LINE (ON-GRADE) AS APPROVED SCH 40 UV RESISTANT BROWN PVC REFER TO DETAIL FOR INSTALLATION mmmmmmmm MENNUMEM SLEEVE OR CONDUIT AS APPROVED SCH 40 PVC PVC PIPE SHALL BE TWICE THE DIAMETER OF PIPE \\ QH DESIGN ADJUST IRRIGATION HEADS AROUND CONCRETE PAD TO NO SYMBOL THRUST BLOCKS AS APPROVED PER CITY DETAIL 1-34 INSTALL CONCRETE THRUST BLOCKS ON MAINLINE 2.5"AND LARGER " CONTROLLERI METER ENCLOSURE ° 24. CONCRETE PAD SHALL BE 4"THICK NO SYMBOL 2 STATION DECODER WEATHER TRAK' W72W-H2O-2VDP 2-STATION DECODER WITH SURGE-PROTECTION AND GROUND WIRE MAXIMUM DISTANCE 100' BETWEEN WITH A MEDIUM BROOM FINISH, PAD SHALL HAVE 2%SLOPED SURFACE WEATHER TRAK' WT2W-H2O-SA SURGE ARRESTER DECODER - INSTALL PER MANUFACTURER'S INSTRUCTIONS: WITHIN 25' OF CONTROLLER, TO DRAIN AWAY FROM ENCLOSURE ALONG 2-WIRE PATH EVERY 600' FEET, AT THE END OF EACH 2-WIRE PATH BRANCH 50 FEET OR LONGER , OR DOUBLE DOOR CONTROLLER WHEN USING A STAR CONFIGURATION, VARIES CONTROLLER/METER ENCLOSURE ENCLOSURE, DIMENSIONS VARY WITH TYPE I SIZE. FOR METERED CONTROLLER WEATHER TRAK* WTOXR-C-H2O48-SPT CONTROLLERS: T4, T-5, T-6, ANDT-7. ENCLOSURE, FAE THE STE CONTACT: DAVID AVILA, WEATHER TRAK PRODUCT SPECIALIST. MOBILE: (951)473-3163. E-MAIL: DAVID.AVILA@GENTILEANDASSOCIATES.COM ORIENTED TO FACE THE STREET TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS. \ e 24' ENCLOSURE DOOR SWINGS / SCORE LINES IN CONCRETE PAD NO SYMBOL 2 WIRE CABLE PAIGE ELECTRIC' P-7354-D TWO-WIRE CABLE TO BE INSTALLED IN 1.25" SCH 40 PVC CONDUIT. MAXIMUM RUN 7,000'. QH ',II H USE 3M SCOTCHCAST#3570G-N EPDXY PACKS FOR ALL WIRE SPLICES AND END POINTS ON TWO-WIRE PATH. 24' VARIES6"* MAX DISTANCE 1OV BETWEEN STATION DECODER AND VALVE, OR 10' POC DECODER AND MASTER VALVE AND EXISTING/NEW CITY SIDEWALK FLOW METERS. POC DECODER NEEDED FOR EACH MASTER VALVE AND FLOW SENSOR DOUBLE DOOR CONTROLLER I METER ENCLOSURE NO SYMBOL WIRE CONNECTIONS 3M SCOTCHCAST#357OG-N 3M SCOTCHCAST#357OG-N EPDXY PACKS FOR USE ON ALL WIRE CONNECTIONS. UNUSED WIRES ON DECODERS DESIGN/ADJUST IRRIGATION HEADS ALSO GET A PACK. (PROVIDE SUBMITTAL) \ / AROUND CONCRETE PAD TO ELIMINATE OVERSPRAV ONTO CONTROLLER ENCLOSURE H CONCRETE PAD SHALL BE 4"THICK WITH A MEDIUM BROOM FINISH, PAD STATION NUMBER A � 12' a SHALL HAVE 2%SLOPED SURFACE 'APPROVED EQUAL=ALTERNATE MANUFACTURER'S PRODUCT MAY BE UTILIZED UPON 1 TO DRAIN AWAY FROM ENCLOSURE XX GALLONS PER MINUTE APPROVAL IF THE PRODUCT MEETS THE SIMILAR DESIGN CRITERIA OF THE PRODUCT TOP ENTRY TYPE CONTROLLER SPECIFICED AND IF THE SYSTEM INSTALLED MEETS THE SAME HYDRAULIC DESIGN 16 ENCLOSURE, 16"SQUARE FOOT PRINT. ENCLOSURE DOOR /*XX WATER USE/ IRRIGATION TYPE POPENS UP ANDRINT. ENCLOSURE URE FROM SIDEW(L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE \ 24' a j/ SCORE LINES IN CONCRETE PAD H O n EXISTING/NEW CITY SIDEWALK Z TOP ENTRY TYPE CONTROLLER ENCLOSURE 0 CITY OF TEMECULA NO SCALE U) w e CONTROLLER ENCLOSURE 1 - 48 z CONCRETE FOOTING o: 0 U. O FT I HAVE COMPLIED WITH THE CRITERIA OF THE STATE AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE AND CALL iDtt FREE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF 1-800-427-4/JJ WATER IN THE IRRIGATION PLAN. CD 40 IV1850 Wambl,RA Snm 100.403 TWO WORKING DA Y59EFORE YOU DIG smomx",cn nzlab 619_ns-7w3 www.msnaememn<0m N N CONSTRUCTION RECORD DATE BY REVISIONS ACCVmmmm, DATE BENCH MfARK SCALE SEAL' S31B�PP Designed By Omwn By Checked by � Omwing No. 0 connocro � 4➢ sscnleyx4y TJ M T✓ Af 7✓ 8/6/20 C/TYOF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7E 'mc, Plans Prepomd Under Supervision 0/ oc Inspector �� ACCEPTED BY.: r�A�""rl 1"""_ 047E 8low /6/20 Lit�3 � BAf JACHLEWSKI, JR. Q0(B 01-16-20 PATRCY RE. ® BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE O.AYCRAP Or PE IIf3 5/Di0'EhY.Ilow vkd ��s g a` R.C.E. No. 44223 ° MURRIETA NOT SPRINGS RD TO RANCHO CALIFORNIA RD Z oore coa5prorse rF °F cnL1F� RL.A No. 4547 IRRIGATION LEGEND AND DETAILS Sheet 27 0/ 30 Go LD19.3162 INSTALL SPRINKLER HEAD FLUSH WITH V.I.T.PS18 PIPE STABILIZER FINISHED GRADE IN TURF AREAS TREE TRUNK,SEE PUNTING DETAILS UVR PVC SST TEE,TYPICAL TREE ROOT BALL,SEE PLANTING DETAILS "A UVR PVC SLIP BUSHING AS REQUIRED POP-UP SPRINKLER HEAD,SPRAY OR ROTOR TYPE, POP-UP BUBBLER HEAD, SEE LEGEND UVR PVC SLIP TEE, SIZE PER SUBMAIN SEE LEGEND FOR SPECIFICATION FOR SPECIFICATION UVR PVC LATERAL LINE PIPE SIP BACK FILL MIX,SEE PLANTING DETAILS I CSALCOHART FLEX ADAPTERS SEECHART FOR MODEL NUMBERS FINISHED GRADE 12, SALCO PRESSURE INSTALL SPRINKLER HEAD I2' � III- NATIVE OR AMENDED SOIL .C. COMPENSATING EMITTER, UVR PVC LATERAL LINE, iIl"SIZE SEESPECIFICATIONS III -_ = ABOVE FINISHED GRADE IN SHRUBY)) _ PVC LITERAL LINE, SEE LEGEND FOR SENNINGER INLINE PRESSURE REGULATOR IIIAND GROUND COVERS AREAS Y . I SPECIFICATION AND DEPTH REQUIRED _ NOTE: SOLVENT WELD CONNECTIONS NATIVE OR AMENDED SOIL SPRINKLER SWING JOINT PER DETAIL L-1 PVC CHECK VALVE,USE SWING CHECK SALCO PVC COATED GALV.I—III=III- —�—� TUBING STARE,SEEWHENRCHECKVS WHENE AT RCVSE OF SLOPE AND IIIIII-11 IIIIII—I CHART FOR QUANTITY RED. SPRING CHECK WHENRCVSAREAT TOP EQ. ED. OF SLOPE, LINE SIZE PER SUBMAIN TREE TRUNK,SEE PUNTING DETAILS PRE-ASSEMBLED TRIPLE SWING JOINT, INSTALL CHECK VALVE A MAXIMUM OF ONE PVC TYPE,WITH O-RINGED JOINTS, TREE ROOT BALL,SEE PLANTING DETAILS SEE DETAIL 1-12FOOT UP FROM THE REGULATOR TEE FITTING MIPT INLET AND MIPT OUTLET,LAY LENGTH TO BE 6'MINIMUM, BUBBLER HEAD ON RISER, SEE LEGENDSHRUB SPACING SIZE PER THE SPRINKLER INLET FOR SPECIFICATION I.E.6 FEETBACK FILL MIX,SEE PLANTING DETAILS E0. TRIANGULAR SPACED SHRUBS, SCH.40 PVC S%S°T TEE FITTING 4 SEE PUNTING PLANS FOR UTERAL x SPRINKLER INLET SIZE TYPE AND SPACINGUVR PVC 3l4'MALE ADAPTER WITH A FINISHED GRADE UVR PVC W4'x 1I2'SLIP REDUCER BUSHING �� NATIVE OR AMENDED SOILIIIIIPUNT SPACING LENGTH'A' ADAPTER'S' ADAPTER"C" STAI(ESRED. SCHEDULE 80 PVC NIPPLE, yY>. PVC LATERAL LINE, SEE LEGEND FOR18IN. 91N. PVCU50.1H-12-2MA PVCA00.1H-24-2MA B- 1,C= 13l4'DIAMETER X 4'LONG _ I SPECIFICATION AND DEPTH REDUIRED UVR PVC SST TEE, LINE SIZE X 8I4' LATERAL LINE,SEE SPECIFICATIONS =III NOTE' 361N. 181N. PVC-050.1H-24-2M4 PVC-050-IHJ 2MAB= 1,C=2 FOR TYPE AND DEPTH REQUIRED SPRINKLER SWING JOINT PER DETAIL L-1 721N. 361N. PVC-050411-24-2MA PVC-050.1H-64-2MA B= 1,C=3INSTALL CHECK HET OE MAXIMUM OF ONE NOTE: FOOT UP FROM THE TOE OF SLOPE PRE-ASSEMBLED SWING JOINT SHALL BE SIZED TO MATCH THE SPRINKLER INLET. NOTEINSTALL SPRINKLER HEADS 6'FROM PAVING EDGE IN GROUND COVER AREAS. NOTE: V. T. PSI 8 PIPE STABILIZER.TYPICALINSTALL SPRINKLER HEADS 24"FROM FENCES,WALLS, OR BUILDINGS. DO NOT PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH DRIP EMITTER INSTALL SPRINKLER HEADS 4'FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEAD ON RISER WITHIN IO FEET OF PAVING,CURBS, OR TURF EDGES. LINES RUN PERPENDICULAR TO SLOPE AS SHOWN ABOVE. UVR PVC LATERAL(SUBMAIN)TO RCV INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE EMITTER SPACING SHALL BE BASED ON PLANT SPACING, INSTALL ALL IRRIGATION USING THE NOTE: AREA WITHOUT OVERSPRAY ONTO PAVING,FENCES,WALLS OR BUILDINGS. AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES,WALLS OR BUILDINGS. COMPONENTS DESCRIBED ABOVE. THE IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR VERTICAL LATERAL LINE(SUBMAIN)SHALL BE COMPLETELY FLUSHED CLEAN WITH WATER USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. TO PLANT LAYOUTS. ADJUST PLANTING SPACING TO FINAL IRRIGATION LAYOUT. PRIOR TO THE INSTALLATION OF THE SENNINGER PRESSURE REGULATING VALVES. CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NOSCALE POP-UP SPRINKLER (411 & 6") 1 - 1 i TREE BUBBLERS 1 - 6 " DRIP EMITTER 1 - 8 DRIP PRESSURE REGULATOR 1 - 10 SPRAY OR ROTOR TYPE 00 ASSEMBLY DETAIL AND CHECK VALVE DETAIL WATER BASIN INSTALLED AROUND PLANT PIT BURIED PVC SUBMAIN MEDIAN IRRIGATION CONTINUES, SEE NOTE AT BOTTOM FOR REFER T L OF SHRUB GROUND COVER OR TREE ACCEPTABLE SYSTEM LENGTH. FORA PRODUCTS MODEL P WITH W4"PVC REFER TO PUNTING PLANS FOR PLANTING DETAILS FEMALE HOSE THREAD CAP WITH O-RING o \. SAUCO PRESSURE COMPENSATING DRIP EMITTER,SEE UVR PVC SST TEE, ON GRADE, DURA PRODUCTS MODEL IR533-005, PVC 3l4"MHT x SPECIFICATIONS, INSTALL EMITTER AT EDGE OF THE ROOT TRANSITION UP FROM BURIED 12'SPIGOT MALE ADAPTER BALL OF THE PLANT SERVED PVC SUBMAIN 12'SCH.40 UVR PVC SLIP COUPLING SALCO FLEX ADAPTER,SEE DETAILS IA AND PRESSURE REGULATOR, -9 FOR REQUIRED LENGTHS AND MODEL NUMBERS SEE DETAIL 1-10 V.I.T. MODEL PSIS PIPE MEDIAN CURB STABILIZER, INSTALL B" FROM FLUSH ASSEMBLY CONCRETE MAINTENANCE WALK, 18'WIDE ill'SCH.40 UVR PVC BURIED PVC MAINLINE, 1W LATERAL LINES INSTALLED F FROM EDGE OF CONCRETE ON FINISHED GRADE w WE FILTER, SEE FINISHED GRADE DETAIL 1-29 —~ ON SLOPE , —III- FLUSH VALVE,SEE FINISHED GRADE DETAIL 1.11 =III=III=III=III=III=I III=III=I ON SLOPE =III I'I m DRIP REMOTE CONTROL VALVE, I—III—III—III—III—III III—III—III- —III I—III—III—III III—III—_ a SEE DETAIL 1-4 )—III—III—III—I�I—III—I III—III—� III III—III—III—I III—�14 - I I—III—III—III—III—III III—III—III= III—III I I—III—I�I—I�I— I-1 III— —III—III—III— III—III— — —III— III—III—III—j11 VALVE BOX EDGES SHALL BE III—III—III—III—III—III III— —III= �—III—III —III=III— 24'FROM EDGE OF CONCRETE =III=III=III=III= I=1 III=III=I III—III=1 -1 1 1—P i I—1 i p-1 1 1-1 I I—II � � —1 1 1—P i I- = UVR PVC LATERAL ON GRADE, I.III—III—III—III- " V.LT.PSIS PIPE STABILIZERS, III= 1 ,III- SALCO PVC COATED MAXIMUM OF 6 FT ON CENTER - — GALVANIZED TUBING STAKE DRIP EMITTER ASSEMBLY, �- MODEL TOTS-14D800 SEE DETAILS IA AND 1-12 DRIP SYSTEM AND LATERAL PIPING MAY EXTEND NO MORE NOTE: THAN 100 FEET PAST THIS NOTE: DRIP EMITTER SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO PLANT ROOTBALL. POINT(SAME FOR OTHER END OF ZONE). THE TOTAL FLUSH CAP TO REMAIN IN PLACE UNLESS FLUSHING DRIP LITERAL LINES. PVC LITERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH DRIP EMITTER A. LENGTH OF ANY ONE DRIP A HOSE SHALL BE ATTACHED TO MHT MALE ADAPTER WHENEVER FLUSHING LINES RUN PERPENDICULAR TO SLOPE AS SHOWN ABOVE. SEE DETAIL SID006. MEDIAN WIDTH AND PLANT SPACING ZONE SHALL BE NO MORE Z OF LINES IS PERFORMED TO PREVENT EROSION OF SLOPE MATERIALS. ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT UYOUTS. WILL VARY,ADJUST AS REQUIRED THAN 400 FEET. 0 00, .r•w..wNw..w..w�..,.w F CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE U) rn ° DRIP FLUSH ASSEMBLY 1 - 11 ' SINGLE OUTLET DRIP 1 - 12 MEDIAN DRIP 1 - 14 z EMITTER DETAIL IRRIGATION LAYOUT c0� o: 0 U. dNOERGROlbVO SERVICE ALERT CALL TOLL fREE 1-800-427-4/33 O N S,50wg,,C 92I0 Siam106003 TWO WORKING DA YS BEFORE YOU DIG s.,,"m°�,cn nzias s1n_ns-]ws www.ms4aememn<om N N CONSTRUCTION RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SGLE SEAL' ��PP Designed By Dmwn By Checked By Q��, Drawing No. co"nocro � 4➢ °cnlwy,�'9 y TJ M T✓ M 7✓ / 8/6/20 C/TY OF TEMAIIIII DEPARTMENT OF PUBLIC WORKS yj RECOMMENDED BY.' 047P c, ] Plans Pmpomd Under Supervision 0/ ~ IawPwcror ACCEP7E0 BY: rM� l 1 047E 8/6/20 0 PAIMX RE. ® BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE L'Z'Q BM JACHLEWSKI, JR. Dafe 01-16-70 plMx., MtiTwcs Q.Q. f vd ��s g a` R.C.E. No. 44223 ° MURRIETA HOT SPRINGS RO TO RANCHO CALIFORNIA RO Z Doro comProrwe rF °F cnL1F'� RL.A No. 4547 IRRIGATION DETAILS Sheet 28 of 30 LD193162 FINISHED GRADE FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS SIDEWALK, CURB, ETC. CONCRETE PAD, 6"THICK PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COPPER MALE ADAPTER, BY WATER DISTRICT FEBCO 825-YA REDUCED PRESSURE COVER,USE STAINLESS BOLT, NUT,AND WASHER. COVER,USE STAINLESS BOLT, NUT,AND WASHER. CONCRETE METER BOX, BY WATER DISTRICT BACKFLOW DEVICE, COVER ASSEMBLY BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE WITH FERN 6-1946 'POLAR BEARIER" EDGE. HEAT BRAND'MCV'ONTO LID. EDGE. HEAT BRAND'BV'ONTO LID. WATER METER, BY WATER DISTRICT -SMOOTH TOUCH", HIGH PROFILE, SCH. 80 PVC TIED. NIPPLE, LENGTH AS RED.,3"MIN. BRASS BALL VALVE,SEE LEGEND FOR SPECIFICATION PLASTIC VALVE BOX STAINLESS STEEL BACKFLOW DEVICE ENCLOSURE, BEE SPECIFICATIONS MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. SCH. 80 PVC UNION BRASS THREADED NIPPLES,TYPICAL, 1141 _IA TOTAL OF 6 REQUIRED FOR ASSEMBLY 1 1I2 2- - III III III III=III-III =III= FINISHED GRADE _ FINISHED GRADE - 1111 III- II-III III-III- BRASS UNION _-_- _ - - IN SHRUB AREAS - - - IN SHRUB AREAS -m- - -III-III- -III—ll e PRESSURE REGULATOR VALVE IlI-III- = III-III- - - — �I—III=11�I : ' IIIII��I=III=III III-III- -III-l1 4 WIRE CONNECTIONS -III-l1 4 _ _ SCH.80 PVC T.O.E. NIPPLE -III=11I=11I - III-III-III=11I-I 1=III=11 BRONZE WE STRAINER 'Imhl l lI = VALVE ID TAG = -III-_ LENGTH AS REQ.,TYPICAL -III- - _ _ BRASS FLOW SENSOR -III= — _ SCH.80 PVC UNION -III= -III-III TRANSITION UP AND DOWN RISER LENGTH UPSTREAM OF FLOW - = = = = TO MAINLINE DEPTH FOR Iy21J,,JSILI SENSOR SHALL BE A MINIMUM TRANSITION TO CORRECT TWO 45 PIPE DEPTH USINGCH. BALL VALVE USING TWO EELS rL OF IO PIPE DIAMETERS DEGREE S 80 PVC EELS SCH.BOOTH 45 DEGREE _ ELLS, BOTH SIDES OF RISER LENGTH DOWNSTREAM OF 2" SCH.80 PVC T.O.E. NIPPLE 2 BALL VALVE NLI III III- FLOW SENSOR DIAMETERS BE MIN. OF PIPE DIAMETERS o o PVC MAINLINE TO RCVS, ° o o ° { `� PVC MAINLINE PIPE, SEE BRASS MAINLINE PIPE TO SEE SPECIFICATIONS TI' SPECIFICATIONS, TYPICAL BRASS PIPEINIPPLE TYPICAL MASTER CONTROL VALVE BRICKSUPPORTS ii BRICK SUPPORTS BRASS BALL VALVE BRASS ELLS, 2 REQUIRED ° 4 REG. PER BOX 4 •o 0 4 RED PER BOX APPROVED WATERPROOF WIRE 3/4' ROCK, 3 CUBIC FT. SCH.80 PVC NIPPLE BRASS UNION CONNECTIONS,2 REQUIRED LANDSCAPE FABRIQ WRAP LANDSCAPE FABRIC,WRAP BRASS PIPE TO BACKFLOW DEVICE WIRES FROM FLOW SENSOR TO UP AND OVER BOX HOLES UP AND OVER BOX HOLES OR BASKET STRAINER CONTROLLER INSIDE A 1"SCH.40 AQUASEALI VAPOR LOCK 3/4"ROCK, 3 CUBIC FT. COPPER PIPING TO METER, FROM DISTRICT WATER MAIN,BY WATER DISTRICT PVC ELECTRICAL CONDUIT AND OPEN END OF CONDUIT SECTION VIEW-N.T.S. SO DEGREE SWEEP CONTROL WIRES IN SCH.Q C BRASS MAINLINE PIPE FROM PVC ELECTRICAL CONDUIT SECTION VIEW- N.T.S. WATER METER AND BALL TYPE CONTINUOUS TO CONTROLLER SHUT OFF VALVE BRASS MAINLINE PIPE AND PVC MAINLINE PIPE SECTION VIEW-N.T S. FITTINGS FROM BACKFLOW SECTION VIEW-N.T.S. VALVE BOX NOTE: PER SPECIFICATIONS NOTE: NOTE: BALL VALVE ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE BRASS ELLS,BRASS NIPPLES, UNION, FEMALE ADAPTER AND AND ALL NIPPLES SHALL BE INSTALLED EAM LOCAL TERDISATER TER,RIOT.THE WATER METER AND METER BOX SHALL SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS INSTALBE VALVE TO BOMB B12'HE ABTER AS ONTROL OR AS INDICATED ON THE DRAWINGS. pUM4 VIEW-N.T.S. BE INSTALLED BY THE LOCAL WATER DISTRICT. INSTALL VALVE gOXE512'APART AS INDICATED ON DETAIL SID033. NOTE: ALL PIPING AND EQUIPMENT DOWNSTREAM OF METER SHALL BE INSTALLED BY THE CONTRACTOR. SENSOR WIRES AND CONDUIT SHALL BE INSTALLED I W BELOW FINISHED GRADE EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE,THROUGH ALL SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. VALVE AND BOX PARALLEL TO HARDSCAPE EDGE, INSTALL BOX OFF-CENTER OF VALVE. REQUIRED ASSEMBLIES,SHALL BE BRASS WITH BRASS FITTINGS AND UNIONS. INSTALL A"POLAR BEARIER" INSULATING COVER OVER THE ENTIRE BACKFLOW ASSEMBLY, USEA NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. INSTALL VALVE BOX EXTENSIONS AS REQ.TO ACHIEVE PROPER VALVE AND PIPE DEPTH . II CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NOSCALE TYPICAL WATER 1 - 16 °` BACKFLOW PREVENTER 1 - 17 a MASTER CONTROL 1 - 23 a BALL VALVE 1 - 24 METER HOOK-UP Z'�: ° WITH FLOW SENSOR VALVE 2" AND SMALLER 00 111 FINISHED GRADE IN FINISHED GRADE IN FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS IN TURF AREAS IN TURF AREAS PLASTIC ROUND VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN 1 V ROUND ELASTIC VALVE 1 V ROUND PLASTIC VALVE COVER, USE STAINLESS BOLT NUT AND WASHER. COVER,USE STAINLESS BOLT, NUT,AND WASHER. UBOXSE STAINLESS INLTOOWN COVER, BOX STAINLESS INLTOOWN COVER, HEAT BRAND"pCV'ONTO LID. BOX EDGE. REP LACED AT RIGHT ANGLEVALVE NUMBER ONTO USE STAINLESS STEEL USE STAINLESS STEEL EDGE HEAT BRAND AT ANGLVE HVhRDS %PE LID. BOLT,NUT,AND WASHER. BOLT,NUT,AND WASHER. QUICK COUPLER KEY WITH 3/4' BRASS HOSE BRASS MANUAL ANGLE CONTROL VALVE, SIZE PER RCV HEAT BRAND'I ONTO HEAT BRAND-BV'ONTO SWIVEL, INSTALL QCV SO THAT KEY WILL CLEAR 12' T BOXED, irz" 2' BOXED. THE TOP OF BOX DURING OPERATION SPARE CONTROL WIRES, PROVIDE 24"LOOP AT EACH REV 1 1-III-III-III II-III-III-1 FINISHED GRADE IN 1-III-III-III II-III-III-1 FINISHED GRADE IN REMOTE CONTROL VALVE,SEE LEGEND FOR SPECS. III=III-III -III-III-III- IN SHRUB AREAS -III=III-III -III-III-III- IN SHRUB AREAS 1N 2 rFINISHED GRADE 1I 2 FINISHED GRADE -III-I s'MAILTI=1 1=I - -I 1=1 s"MA%. =1 1=I I- -_-_ -_-__ _ FLANGED END GATE VALVE _ FLANGED BUTTERFLY VALVE _ _ = IN SHRUB AREAS = _ = IN SHRUB AREAS 11111111 III—III WI Z SQUARE AMA NUT =III III—III WI LATCH NUT AND INDEX III—III-1 3'MAX. III—III-1 SEE SPECIFICATIONS - —III-_ PLATE,SEE SPECIFICATIONS —III—III —III— � UNDISTURBED OR —III- l ' 4 WIRE CONNECTIONS III—III III- 1 8'PVC CL ifiO PIPE, — III- 1 III—III= T III=III= NATIVE BOIL III—III= • _ VALVE ID TAG —III 8'PVC CL 160 PIPE, _ III-11 _ _ III—II —III- QUICK COUPLER VALVE -III= __ I�III- III_ LEND yy�y III_ LENGTH AS REQUIRED — SEE SPECIFICATIONS = SCH.BO PVC T.O.E. NIPPLE AS REQ. y ' ' �1I -III-III AS REQ. Y - - �L II-III b OQ O� III-TT�UNDIVESOIL OR I-III CAO OQ� III-ITS UN DISTURBED OR g B SCH.80 PVC UNION _ III- NATIVE SOIL (S b III- NATIVE 801E 2REQSTAIN IREESS STEEL CLAMP 2 SCH.40 PVC 45 DEGREE -III ITT -III ITT- 2REQUIRED, SEE SPECS ELL(SLIP), 2 REQUIRED BRICK SUPPORTS -III- _ BRICK SUPPoTS, O O- l-II 3REQ.PER BOX O O- -III 3REQ.PER BOX o 2 x36"RED STAKES, ° -III-I g• -III-I g• 2 REQUIRED —III— —III— B o PVC LATERAL LINE PIPE -III—III- B 0 III—III SIN'ROCK,2 CUBIC FT. -III—III- B 0 III—III XV ROCK,2 CUBIC FT. 6 BRICK SUPPORTS oo TO SPRINKLER HEADS, 1=1 I =I� 1=1 I 1=1 � _ 3 REQ. PER BOX pD• • o 11=1 I I I I I—Ill- —III— W �dpbG MAINTAIN 12-MIN. DEPTH III= a' 00 O O �I -1 PVC MAINLINE PIPE,SEE = w 0 O d llll-1 SPECIFICATIONS MAINLINE PIPE, FOR BRICK SUPPORTS V PVC MAINLINE PIPE AND 4 REQ.PER BOX SPE8 a TYPE AND DEPTH REQUIRED • TYPE AND DEPTH REQUIRED SCH. MAINLINE E, SIZE �� PVC MAINLINE ICATIO O 4 TO BE MAINLINEX I" PER SPECIFICATIONS INSTALLRANGEADAPTERS INSTALLRANGEADAPTERS QCV SWING JOINT,WITWO IRRIGATION CONTROL WIRES ON VALVE PRIOR TO INSERING ON VALVE PRIOR TO INSERING BRASS STREET ELLS, ONE SCH.80 PVC SLIP TEE BRASS TIED. NIPPLE PIPE INTO BELLED ENDS PIPE INTO BELLED ENDS BRASS THIS. ELL, ONE 12' (OR A PVC SLIP W ELL) LENGTH AS RED., 3'MIN. LONG BRASS TIED. NIPPLE, WITH A SCH.80 PVC T.O.E. UENGTHANDON BREG THLSWING NIPPLE, MIN. 1TLONG, SI4"ROCK,3 CUBIC FT, LENGTH COMPONENTS TS SHALL AND A BRASS TIED. ELBOW LEEMCO SELF RESTRAINED LEEMCO SELF RESTRAINED JOINT COMPONENTS SHALL LANDSCAPE FABRIC,WRAP FLANGE ADAPTER,MODEL FLANGE ADOPTER,MODEL SECTION VIEW-N.T.S. BE1"SIZE NOTE: SECTION VIEW-N.T.S. UP AND OVER BOX HOLES SECTION VIEW-N.T.S. SRFB SERIES WITH BELL SECTION VIEW-N.T.S. SR-FB SERIES WITH BELL LANDSCAPE FABRIC BRASS EELS, UNION AND AND ALL NIPPLES SHALL BE SIZED TO MATCH THE III AT THE 45 ENO,SIZE PER VALVE END,SM PER VALVE DEGREE ELL INCREASE THE LATERAL SIZE TO MATCH THE SIZE INDICATED ON THE DRAWINGS. AND MAINLINE SIZE AND MAINLINE SIZE 311 ROCK, 1 CUBIC FT. NOTE: NOTE: INSTALL VALVE BOXES 12'APARTAS INDICATED ON DETAIL SID033. CONTRACTOR TO PROVIDE ONE 5 FOOT LONG TEE WRENCH WITH T AMA SQUARE NUT CONTRACTOR TO PROVIDE ONE 5 FOOT LONG TEE WRENCH WITH T AMA SQUARE NUT EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS ADAPTER FOR THE OPERATION OF GATE VALVES. SEE SPECIFICATIONS. ADAPTER FOR THE OPERATION OF BUTTERFLY VALVES. SEE SPECIFICATIONS. NOTE: ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. Z INSTALL VALVE BOX EXTENSIONS AS REQ.TO ACHIEVE PROPER VALVE AND PIPE DEPTH. INSTALL VALVE BOX EXTENSIONS AS REQ.TO ACHIEVE PROPER VALVE AND PIPE DEPTH. USE NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. C Cl CITY OF TEMECULA NO SCA E CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE rn "`" GATE VALVE I - 25 Lo BUTTERFLY VALVE I - 26 s QUICK COUPLER VALVE 1 - 27 s ° REMOTE CONTROL 1 - 28 z 2 1/2" AND LARGER 2 1/2" AND LARGER ;°' : IN VALVE BOX ^:a VALVE o: C dNOERGR01bV0 SERVICE ALERU. CALL TOLL fREE 1-800-427-4/33 O N 1850%,mbl,Raub Snm 100.403 40 TWO WORKING DA YS BEFORE YOU DIG s."omH",CA nzlab sln_ns-Tws www.msnaenaemn<om N N CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL' S3�B�PP Designed By Omwn By Checked by Q Omwing Na. O connocro � �4➢ 3scnl"y,�'9�y TJ M T✓ M 7J / 8/6/20 C/TY OF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7E c, T Plans Prepared Under Supervision Of mwP.nor �� ACCEPTED BY.: ��M�''""rl DATE 8/6/20 Lx2 f5 77M JACHI-EWSKI, JR. LOte 01-26-20 PATR�T PE r BUTTTA HOT S R STAGE ROAD MEDIAN LANDSCAPE CAIRTDR Or PUBRC MYAZYS/p/1'EhY vkd ��s g a` R.C.E. No. 44223 ° MURRIETA HOT SPRINGS RO TO RANCHO CALIFORNIA RO Z o°re coaSProrwe rF °P cnL1F� R.L.A No. 4547 ;''ro'.°B9 IRRIGATION DETAILS Sheet 10 of 30 LD19.3162 FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOXES WITH BOLT DOWN m v PVC IRRIGATION MAINLINE PIPE,PER PAVEMENT OR CURB EDGE COVERS, USE STAINLESS BOLTS, NUTS,AND WASHERS. RECTANGULAR DRIP FILTER BOX,TYPICAL e . SPECIFICATIONS. INSTALL MAINLINE PIPE BOXES TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE w w 18'OFF OF HARDSCAPE EDGE,EXCEPT EDGE. HEAT BRAND"RCV"AND VALVE NUMBER ONTO RECTANGULAR CONTROL VALVE BOX,TYPICAL WHERE NECESSARY TOAVOID FINISHED GRADE ASSEMBLY SHALL BOX LID. SECOND BRANDED HEAT BRAND LETTERS AND NUMBERS " " UNFORSEEN OBSTRUCTIONS — ASSEMBLY SHALL HAVE"DRIP"HEAT BRANDED ONTO LID. IL QUICK COUPLER VALVE m " f CLEANUNDIS COMPACURBED TED BRASS MANUAL ANGLE VALVE,SIZE PER RCV BOX,TYP. w e _ _ CLEAN COMPACTED BACKFILL HUNTER ICV-101 GAS. 1"PLASTIC CONTROL VALVE STAINLESS STEEL BOLT,WASHER AND + + DRIP SYSTEM WE FILTER III— A B C D III NUT TO SECURE BOX LID,TYPICAL — LATERAL LINES, SEE SPECS. BEE DETAIL SID00P FOR ADDITIONAL INFORMATION w e PVC LATERAL LINE PIPE,SIZE PER THE I / PRESSURE MAINLINE,SEE DRIPCONTROLVALVE /II�rJ J/ WIRE CONNECTORS w w —III eF SPECIFICATIONS VALVE ID TAGS e DRIP SYSTEM CONTROL VALVE III CONTROLAT BASE IIRES,MAINLl ETALLED GRADE IN SHRUB AREAS —IIIG w w IIII CLEANSAND BACKFILL, 0 PVC T.O.E. NIPPLE, LENGTH AS RED. v m e — SEE SPECIFICATIONS z 120 VOLT ELECTRICAL T dv E E — — E IN SCH. 40 CONDUIT IV w SPRAY III— G - III III-1 III—LmIII 2" 1- 12' 12" 12" Y1 TIE A M"LOOP IN ALL WIRING j I— w I—III—III—III—III- -I —I� AT ALL CHANGES OF DIRECTION GREATER THAN 30 DEGREES, III III= III III—III III P. v e e HARDSCAPE EDGE IRE.SIDEWALK,ROADWAY, UNTIE AFTER ALL CONECTIONS —III—II III- II—I — ° w w e CURB OR OTHER PAVING MATERIAL) SECTION VIEW-N.T.S. HAVE BEEN MADE ov g m 4 DIMENSION A B C D E F G - - g m v QUICK COUPLER VALVE AND SWING JOINT 112" TO 110SIM 1U2426' 30" 6- 24" 8"18' MAINTAIN I8'SET BACK FOR MAINLINE2" T021/2' IN SIZE 1 30' 8" 24" 6PAVING EDGE,TYPICAL . e ^• FROM HARDSCAPE EDGE EXCEPT AS NOTEDPVC CHECK VALVE w TANDLARGER 1 6- 4" 8" SWING OR SPRING TYPE SECTION VIEW- N.T.S. MAINLINE, PVC46ELL FITTING,SIZE PER — = PVC LATERAL LINE DOWN w e MAINLINE,TYPICAL =— — TO BURIED PIPE ORUPTO NOTE: PLAN VIEW-N.T.S. PVC MAINLINE PIPE ON GRADE PIPE CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE. w OBSTRUCTION SUCH AS LIGHT POLE,POWER PER SPECIFICATIONS SCH.80 PVC UNION,TYPICAL PEDESTAL OR OTHER AS MAY BE FOUND SCH.80 PVC SLIP TEE INSTALL VALVE BOXES IN SHRUB AND GROUND-COVER AREAS WHERE POSSIBLE e m ON THE SIT,ROUTE MAINLINE AROUND NOTE: WITH A SCH.BO PVC T.O.E. FILTER, BEE SPECIFICATIONS INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. SUCH OBSTRUCTIONS ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. NIPPLE,A BRASS THD. ELL PVC SCH. 80 THD.COUPLING AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE ' BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. AND BRASS NIPPLE SCH. 80 PVC NIPPLE, 1"DIA. AND DEFORMATION OF VALVE BOXES w +' ALL MAINLINE PIPING TO BE INSTALLED A ACCORDANCE WITH MANUFACTURERS IRRIGATION CONTROL WIRES LENGTH AS ED.,TYPICAL DRIP RCV AND DRIP FILTER BOXES SHALL BE INSTALLED PARRALLEL TO PAVING EDGE. - - , . INSTALLATION SPECIFICATIONS. CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NOSCALE e ! DRIP REMOTE CONTROL VALVE 1 — 29j 00° VALVE BOX PLACEMENT 1 - 30 a MAINLINE AND VALVE 1 — 31 a PIPE AND WIRE 1 — 32 AND WYE FILTER ASSEMBLY MANIFOLD LAYOUT �'.': +� TRENCHING BACKFILL TRENCH FINISHED GRADE IN TURF AREAS PER SPECIFICATIONS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT,NUT,AND WASHER. CONCRETE THRUST —j BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE LOW VOLTAGE WIRES, 3 MAXIMUM PAVING OR D.G. PATH •'•� BLOCK,TYPICAL III: EDGE. HEAT BRANDRITH AQU SE LL I � i WIRESPA SS THROUGH GROOVES IN SEAL CONDUIT ENDS WITH AQUASEAL CLImANUNDISTURBED BACKFILL, ` MAINLINE PIPE 01 TUBE LID TO ALLOW LID TO CLOSE WATERPROOF ELECTRICAL CONNECTORS SIDO ORS FOR III_ CLEAN SAND BACKFILL, o =j CLOSE ITUBENSERTED ILID NTO T ER WIRE ALL WIRE SPLICES,SEE DETAIL SID038 —III A B C 0 — SEE SPECIFICATIONS 0 IS INSERTED INTO TUBE LATERAL LINES, SEE SPECS. I. m R III' 1 T III / i11L UNDISTURBED SOIL FINISHED GRADE PRESSURE MAINLINE, SEE IN SHRUB AREAS III III_ SPECIFICATIONS POLY TUBE PRE-FILLED WITH —I I I—III. _ CONTROL SCH.40 WIRES, INSTALL 45 DEGREE ELL SO DEGREE ELL WATERPROOF GEL III III- III—III UNDISTURBED SOIL - LOCK TABS PREVENT WIRE REMOVAL I= — —III " III - CONCRETE THRUST ONCE CONNECTOR IS INSERTED AQUA SEAL/VAPOR LOCK 120 VOLT ELECTRICAL BLOCK,TVPICAL OPEN END IVAPORCONDUITS LOCK -E If �F v E — IN SCH.40 CONDUIT _ I �I �11 II I �I — TI SCOTCHLOK ELECTRICAL SPRING WI E COAL,24EIL MINIMUM III III III III _ , III III INC SLEEVES TO BE MAINLINE PIPE G CONNECTOR. WIRES SHALL BE TWICE THE DIAMETER PRE-$TRIPPED OF 1/2'OF THE SECTION VIEW-N.T.S. OF THE PIPE OR WIRE I ' I- II INTO THE OONNECTIOR. TWISTON BRICK SUPPORTS o BUNDLE CARRIED. _ UNDISTURBED SOIL CONNECTOR ONTO WIRES TO pp e d G 4REQUIRED PER BOX _ BACKFILL TRENCH SEAT FIRMLY. DIMENSION A B C D E F G PER SPECIFICATIONS 0SCOTCHLOK NSERTEDINTONNECTOTILTHEIRES TE SCH.40 ELECTRICAL E FITTING DEPTH BELOW GRADE 24' 36- M- 36" 6- 24" 6' CONNECTOR PASSES LOCK TABS CONDUIT,WHERE RED., ALL SECTION VIEWS-N.T.S. SEE SPECIFICATIONS NOTES: LANDSCAPE FABRIC,WRAP ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. UP AND OVER BOX HOLES SOLVENT WELD MAINLINE PIPE AND FITTINGS SHALL RECEIVE CONCRETE THRUST BLOCKING. SECTION VIEW-N.T.S. 31V ROCK,3 CUBIC FT NOTE: BELL AND GASKET MAINLINE PIPE AND FITTINGS SHALL USE PIPE RESTRAINT SYSTEMS. ALL PVC MAINLINE, PVC LATERAL LINES,AND CONTROL WIRES SHALL BE SLEEVED NOTE: SECTION VIEW-N.T.S. BELOW ALL HARDSCAPE ELEMENTS WITHIN A SCH.40 PVC SLEEVE. SLEEVES SHALL BE CONCRETE THRUST BLOCKS SHALL BE A MINIMUM OF I CUBIC FOOT IN VOLUME. THRUST TWICE THE DIAMETER OF THE PIPE OR CONTROL WIRE BUNDLE CARRIED WITHIN, OR BLOCKS SHALL NOT ENCASE THE FITTINGS IN CONCRETE. WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. NOTE: 4"MINIMUM,WHICH EVER IS THE GREATER. ALL MAINLINES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A ALL CONTROL WIRE SPLICES SHALL BE PRE-APPROVED BY TCSD SUPERINTENDENT ALL SLEEVES SHALL EXTEND 24 INCHES BEYOND THE EDGE OF PAVING. RECOMMENDATIONS AND PRESSURE TESTED PER THE SPECIFICATIONS. WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. PRIOR TO INSTALLATION. ALL CURBS SHALL BE MARKED WITH A"SCORE' MARK TO DESIGNATE SLEEVE LOCATION. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. 2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES Z SLEEVE DETAIL SHALL ALSO BE USED FOR INSTALLATION OF PIPE IN ROCK SOIL. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE WRAP. SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS. 0 Cl CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE CITY OF TEMECULA NO SCALE U) rn € ° SLEEVE TRENCHING 1 - 33 ° THRUST BLOCKS 1 - 34 WIRE CONNECTOR 1 - 39 ° CONTROL WIRE 1 - 40 z PULL BOX c0i o: 0 U. dNOERGR01bY0 SERVICE ALERT CALL TOLL fREE 1-800-427-4/33 O N 1850 WamblcRau6 Snm 100.403 40 TWO WORKING DA YS BEFORE YOU DIG s."omn",en nzlas sIn_ns-'zws www.ms4aememn<om N N CONSTRUCTION RECORD DATE BY REWSIONS ACCD DATE BENCH MARK SCALE SEAL' S3�B�PP Designed By Dmwn By Checked By Drawing No. O Conrmcro � 4➢ secnley,X4y TJ M T✓ M 7J 8/6/20 C/TYOF TEMECUL.4 DEPARTMENT OF PUBLIC WORKS RECOMMENDED BY.' �7E °, Plans Pmpomd Under Supervision 0/ oc Inspector �� Imm ACCEPTED BY: rM�' RE 1"""_ 047E 8/6/20 Lit�6 0 77M JACHLEWSKI, JR. Date 01-26-20 RATRCY RE ® BUTTERFIELD STAGE ROAD MEDIAN LANDSCAPE O.AYCRAP Or PUBllC INkZYS/DiD'EMAY9at vd ��s g a` R.C.E. No. 44223 ° Imm MURRIETA HOT SPRINGS RO TO RANCHO CALIFORNIA RO Z ooro comproree rF °F cnL1F� R.L.A No. 4547 ;''ro'.°B: IRRIGATION DETAILS Sheet 30 of 30 4 LD193162