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Butterfield Stage Road HOA parkways - Landscape Plans
RORIPAUGH RANCH -PHASE II BUTTERFIELD STAGE ROAD HOA PARKWAYS - LANDSCAPE PLANS TE 9 O\lp RpdRN� NORTH VICINITY MAP PASS 14ORRIET B OPEN 8ARINBs oO SPACE PA 11 T COMMERCIAL PA 13 VALLEY R OPEN SPACE to Al PA MB PAVIA �I PA 15 \ N\GO PAM TB , �� PA 1B4 PA 30 PA ELEMENTARY PA 1 PAM P DDL SCH00 a 18 SPORTS A3 PA PARK SCHOOL 11 1 LONG VALLEY WgBH ¢ PA MB PA 24 K PAM PA25 PA PAM PAS _ PA 21 PA20B LWERGROWD SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CONSTRUCTION RECORD SITE MAP CITY OF TEMECULA, CALIFORNIA PA 10 1-1 PA 11 2-1 PA 12 - -2 .2-2 PARK AND RIDE -3 .2-3 PA 33A PA 14 -4 .2-4 1 SPORTS PARK 1-5 2-5 _ LONG VALLEY WASH PA 22 2-1 L 1-6 RE STATION SHEET INDEX MAP PROJECT DIRECTORY CO -APPLICANT: WOODSIDE HOMES APPLICANT REPRESENTATIVE: DECATUR ADVISORS, LLC SOUTHERN CALIFORNIA DIVISION P.O. BOX 2016 1250 CORONA POINTE CT., STE. 500 CARLSBAD, CA 92018 CORONA, CA 92879 CONTACT: THOM FULLER ATTN: TRENT HEINER PH:619-851-5121 PH: 951-710-1916 LANDSCAPE ARCHITECT: IN -SITE LANDSCAPE ARCHITECTURE, INC. CO -APPLICANT: WINGSWEEP CORPORATION 2850 WOMBLE ROAD, SUITE 100-403 UNICOM PLAZA, SUITE 310 SAN DIEGO, CA 92106 15535 SAN FERNANDO MISSION BLVD. CONTACT: TIM JACHLEWSKI MISSION HILLS, CA 91345 EMAIL: TIM@INSITELANDARCH.COM ATTN: GERALD R. KILROY PH: 619-795-7603 GENERAL COUNSEL CIVIL ENGINEER: RICKENGINEERING 1770 IOWA AVE, SUITE 100 RIVERSIDE, CA 92507 CONTACT: NATE SMITH PH:951-782-0707 UTILITY COMPANIES SOUTHERN CALIFORNIA EDISON (714)458-4440 SOUTHERN CALIFORNIA GAS COMPANY (714) 364-2170 RANCHO CALIFORNIA WATER DISTRICT (909) 296-6900 UNDERGROUND SERVICE ALERT (800)422-4133 EASTERN MUNICIPAL WATER DISTRICT (951) 928-3777 DECLARATION OF RESPONSILBE CHARGE I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS FOR LANDSCAPE IMPROVEMENT PLANS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH LOCAL REGULATIONS. I CERTIFY THAT THE PLAN IMPLEMENTS THE REGULATIONS TO PROVIDE EFFICIENT LANDSCAPE WATER USE. DATE: 02-26-20 TIM JACHLEWSKI IN -SITE LANDSCAPE ARCHITECTURE, INC. 2850 WOMBLE ROAD, SUITE 100-403 SAN DIEGO, CA 92106 REGISTRATION NO: 4547 EXPIRATION DATE: 11/30/2019 LANDSCAPE QUANTITY TOTALS: 41,719 SQ. FT LYIV 1850 %,mbl, Rand, Sn¢ 100403 Snn Dwgu, CA 92106 619-M-7W3 wwm.mS,ICIAnd=b.Com REHSIONS ACC'D DATE BENCH MARK SGLE SEAL' SrAP Destgned By Dmwn By Checked By '➢ 1wy,�' y TJ M TJ Af TJ RP'10"�,E T Plans Pmpamd Under Supervision O/ _ 77M JACHLEWSKI, JR. Date 01-26-20 Vwticd Nam\ P 9 g TF OF CAl\FCR' R.L.A No. 4547 RECOMMENDED 6Y.�P.�� �/� �lE 6T6/20 ACCEPTED BY.: ;rA RTWL 047E 8/6/20 PAIWAMMS At. DwEc�D.e or PUBllC woset / ary R.C.E. No. 44223 SHEETINDEX DWG NO. SHEET NO. DESCRIPTION 1 L.0-1 TITLE SHEET 2 L.1-1 PLANTING PLAN 3 L.1-2 PLANTING PLAN 4 L.1-3 PLANTING PLAN 5 L.14 PLANTING PLAN 6 L.1-5 PLANTING PLAN 7 L.1-6 PLANTING PLAN 8 L.1-7 PLANTING LEGEND & NOTES 9 L.1-8 PLANTING DETAILS 10 L.1-9 PLANTING SPECIFICATIONS 11 L.1-10 PLANTING SPECIFICATIONS 12 L.1-11 MAINTENANCE SPECIFICATIONS 13 L.1-12 MAINTENANCE SPECIFICATIONS 14 L.2-1 IRRIGATION PLAN 15 L.2-2 IRRIGATION PLAN 16 L.2-3 IRRIGATION PLAN 17 L.24 IRRIGATION PLAN 18 L.2-5 IRRIGATION PLAN 19 L.2-6 IRRIGATION PLAN 20 L.2-7 IRRIGATION LEGEND & NOTES 21 L.2-8 IRRIGATION CALCULATIONS 22 L.2-9 IRRIGATION DETAILS 23 L.2-10 IRRIGATION DETAILS 24 L.2-11 IRRIGATION DETAILS 25 L.2-12 IRRIGATION SPECIFICATIONS 26 L.2-13 IRRIGATION SPECIFICATIONS 27 L.2-14 IRRIGATION SPECIFICATIONS C/TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD TITLE SHEET z 0 r i.i r z z 0 c� z 0 U. CD LD19-3160 cm a N N Growing No. � Lu r r z Sheet i o/ 27 f► s, - _ 45�. ,o � • co, 4Y!$ I �0 �;lt• )� II■i ISr, III I {' INS (SHOWN FOR E ONLY) R.O.W. R.O.W. LINE A EXISTING SIDEWALK 0 w W Q VJ 0 J W LL w W m FUTURE COMMERCIAL SITE SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) IFIGERGROIbYp SERVICE ALERT CALL TOLL fREE 1-800-427-4/JJ TWO WORKING pAYG 9EFORE YOUOIG CONSTRUCTION RECORD DATE BY 171 = m ABOVE RIGHT I CITY OF TEMECULA OPEN SPACE c0' 10' 20' 40' 60' NORTH REVISIONS DATE FUTURE COMMERCIAL A • • TEMECULA AD OPEN SPACE V MATCHLINE: SEE ABOVE RIGH 1850 WamblcRan6 Snlc 100.403 Sm Dicyµ CA 92106 6194M-7W3 wwmmmlcland=bxom BENCH MARK SCILE SIAL S(qp Designed By Omwn By Checked by '➢ 1wy,�' y Tj17RV I TJIRM I TJ KP'10"�.E Plans Prepared Under Supervision O/ " 77M JACHLEWSKI, JR. Date 01-26-20 YerGcd Nf g P 9TP aF CAl\F�� R.L.A No. 4547 PLANT SCHEDULE - ABBREVIATED (SEE SHEET L.1-7 FOR FULL SCHEDULE) SCIENTIFIC NAME COMMON NAME -O• OLEA EUROPAEA OLIVE SHRUBS BOUTELOUA GRACIUS'BLOND AMBITION' BLOND AMBITION BLUE GRAMA �! CEANOTHUS M. VALLEY VIOLET VALLEY VIOLET CEANOTHUS ,kl HESPERALOE P.'BRAKELIGHTS' REDYUCCA ® LANTANA'NEW GOLD' NEW GOLD LANTANA MUHLENBERGIA CAPILLARIS'REGAL MIST' REGAL MIST MUHLENBERGIA ® ROSMARINUS O.'HUNTINGTON CARPET' HUNTINGTON CARPET ROSEMAR ® SALVIA LEUCANTHA MEXICAN BUSH SAGE TEUCRIUM CHAMAEDRYS GERMANDER TREES SHOWN FOR REFERENCE ONLY MATCHLINE: SEE BELOW LEFT R.O.W. LINE EXISTING SIDEWALK +I APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS BUTTERFIELD STAGE ROAD MEDIAN TREES (FOR REFERENCE ONLY OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE PLATANUS ACERIFOUA'COLUMBIA' COLUMBIA LONDON PLANE OUERCUS AGRIFOLIA COAST LIVE OAK KEY MAP - N.T.S. PARKAND PA 33A PA 1 D PA 11 -1 PA 12 .1.2 •1— PA 14 SPORTS PARK z \LONG VALLEY WASH V PA 22 �. zz IESTATION u RECOMMENDED BYL 6/6/20 /��� �lE C/TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ACCEPTED BY.: P.;r�� �A�1ln,ww L47E. B/6/20 � RA Ixowse. BUTTERFIELD STAGE ROAD HOA PARKWAYS G•LcroR or RUBllC wparG cRr R.C.E. No. 44123 � --;� MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD °p • •�`� LANDSCAPE PLANTING PLAN CD LD19.3160 cm a N N Growing No. � Lu F 0 f z Sheet 2 o/ 27 IL FUTURE HOA SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) � / Fqn LWERGRO(bWD SERVICE ALERT Clot .C` 'IIIII CALL TOLL FREE IF 1-800-422-4133 CONSTRUCTION RECORD REVISIONS PLANT SCHEDULE - ABBREVIATED MATCHLINE: SEE SHEET L.1-1 (SEE SHEET L.1-7 FOR FULL SCHEDULE) _ SCIENTIFIC NAME COMMON NAME Cr •' OLEA EUROPAEA OLIVE �I///,/, i wY SHRUBS BOUTELOUA GRACILIS'BLOND AMBITION' BLOND AMBITION BLUE GRAMA CEANOTHUS M.'VALLEY VIOLET VALLEY VIOLET CEANOTHUS I� HESPERALOE P.'BRAKELIGHTS' RED YUCCA H' R.O.W. LINE // ® LANTANA'NEW GOLD' NEW GOLD LANTANA ,x EXISTING SIDEWALK MUHLENBERGIA CAPILLARIS'REGAL MIST' REGAL MIST MUHLENBERGIA (O ® ROSMARINUS O.'HUNTINGTON CARPET' HUNTINGTON CARPET ROSEI ,I ® SALVIA LEUCANTHA MEXICAN BUSH SAGE TEUCRIUM CHAMAEDRYS GERMANDER • i i.O.W. LINE XISTING SIDEWALK C` Mq r�H \ F • • 846/ op, ✓ FFT M jTcAy</, REFER BUTTERFIELD STAGE RD SF�S • REFER BUTTERFIELD STAGE RD FOR MEDIAN LANDSCAPE PLANS PLANTING AND IRRIGATION ��` T, MEDIAN LANDSCAPE PLANS 4. FOR PLANTING AND IRRIGATION BENCH MARK SCALE SEC 1p C0' 10' 20' 40' 60' 1850 WamblcRan6 Snlc 100.403 Snn Dicyµ CA92106 6194M-nQ3 wwm.m5i1e1end=bxom NORTH Designed By Omwn By Checked by c L TJ M TJ RM I Ti RECOMMENDED BY.' "0147E. 6/6/20 Plans Prepared Under Supervision Of ACCEPTED BY.RA P���7E 8/6/20 u77M JACHLEWSKI, JR. Date 01-26-20 aREcroR or RUBllC woRxs � cm R.C.E. No. 44223 RL.A No. TREES SHOWN FOR REFERENCE ONLY APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS BUTTERFIELD STAGE ROAD MEDIAN TREES (FOR REFERENCE ONLYI OLEA EUROPAEA'SWAN HILL FRUITLESS OLIVE PLATANUS ACERIFOLIA'COLUMBIK COLUMBIA LONDON PLANE OUERCUS AGRIFOLIA COAST LIVE OAK C/TY OF TEMEC4VLA KEY MAP - N.T.S. PARKAND PA 33A PA 1 D PAPA l l PA 12 -2 .1- PA 14 SPORTS PARK Z \LONG VALLEY WASH V PA 22 �. zZ IE STATION u 19 0 LL DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING PLAN CD LD19.3160 N N Growing No. � F L. f 2 0 z z Sheet 3 o/ 27 IL PLANT SCHEDULE - ABBREVIATED (SEE SHEET L.1-7 FOR FULL SCHEDULE) SCIENTIFIC NAME COMMON NAME •O• OLEA EUROPAEA OLIVE SHRUBS BOUTELOUA GRACIUS'BLOND AMBITION' BLOND AMBITION BLUE GRAMA fY CEANOTHUS M.'VALLEY VIOLET VALLEY VIOLET CEANOTHUS HESPERALOE P.'BRAKELIGHTS' RED YUCCA ® LANTANA'NEW GOLD' NEW GOLD LANTANA 411n MUHLENBERGIA CAPILLARIS'REGAL MIST REGAL MIST MUHLENBERGIA ® ROSMARINUS O.'HUNTINGTON CARPET' HUNTINGTON CARPET ROSEMAR ® SALVIA LEUCANTHA MEXICAN BUSH SAGE TEUCRIUM CHAMAEDRYS GERMANDER TREES SHOWN FOR REFERENCE ONLY APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS BUTTERFIELD STAGE ROAD MEDIAN TREES (FOR REFERENCE ONLY) OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE PLATANUS ACERIFOLIA'COLUMBIN COLUMBIA LONDON PLANE OUERCUS AGRIFOLIA COAST LIVE OAK LNNGERGROIbYp SERVICE ALERT CALL TOLL fREE 1-800-427-4/33 TWO WORKING pAYG REFORE YOUOIG CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION FUTURE HOA SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) PA 12 P/ N. LINE TING SIDEWALK JBI M � ' �Tcy</NF SF / FSy��T 0' 10' 20' 40' 60' 1850 WamblcRan6 Snlc 100.403 Snn Dicyµ CA 92106 6194M-7W3 w .mS,lClAnd=b.00M NORTH SECT Designed By Dmwn By Checked By SC4LE TJ M TJ RM TJ KP'10"b'' Plans Pmpamd Under Supervision O/ 77M JACHLEWSKI, JR. Date 01-26-20 YerGcd RL.A No. 4547 FUTURE HOA SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) PA 12 V00 Ty /4'p <00 RECOMMENDED BY� 0147E 6/6/20 ACCEPTED BY.: PTIA+M'L LN7E' 6/6/20 PA 7HaM45' P. . R�croR or PUBllC wparG � cRr R.C.E. No. 44223 h��ti F� S / r FFeF REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION C/TY OF TEMECMA OPEN SPACE KEY MAP - N.T.S. PARKAND PA 33A PA 1 D PAPA 11-1 PA 12 .1.2 •1— PA 14 SPORTS PARK z \LONG VALLEY WASH 2 F PA 22 F z z 0 IE STATION Q cc 0 DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING PLAN CD LD19.3160 N N Growing No. � Lu F L.f3 0 r z Sheet 4 o/ 27 IL REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS \ FOR PLANTING AND IRRIGATION 1 z y MAT�ti�iiVF. s / aqN/N F � ' LYDERGROIbWD SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CONSTRUCTION RECORD REVISIONS �qTc y�F SF i I / REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION / 1 / II I / PRIVATE / PROPERTY 1 / (NOT A PART) 7 11 PLANT SCHEDULE - ABBREVIATED >/ T=/y��A/^ (SEE SHEET L.1-7 FOR FULL SCHEDULE) / / Q I O� vJ O /y � I • . C co EXISTING SIDEWALK ' 4 % / rl R.O.W. LINE / 1 I / / I I/ SCIENTIFIC NAME COMMON NAME F� O USHRUBS OLEA EUROPAEA OLIVE p yg BOUTELOUA GRACIUS'BLOND AMBITION' BLOND AMBITION BLUE GRAMA • a � C)4J CEANOTHUS M.'VALLEY VIOLET VALLEY VIOLET CEANOTHUS / HESPERALOE P.'BRAKELIGHTS' RED YUCCA / U N LANTANA'NEW GOLD' NEW GOLD LANTANA 5 / o MUHLENBERGIA CAPILLARIS'REGAL MIST REGAL MIST MUHLENBERGIA d / / � ® ROSMARINUS O.'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMAR / o / % ® SALVIA LEUCANTHA MEXICAN BUSH SAGE / $p TEUCRIUM CHAMAEDRVS GERMANDER / / \ TREES SHOWN FOR REFERENCE ONLY 0 / /SPORTS \= VPARK III�I11 _II��I I� � I MATCHLINE: SEE SHEET L.1-5 0' 10' 20' 40' 60' 1850 WamblcRan6 SnIc100.403 Snn Dicyµ CA92106 619495-0W3 wwm.m5i1e1end=bxom NORTH BENCH MARK SCALE SEAL' Designed By Dmwn By Checked Bylp RECOMMENDED BY.' LN7E6/6/20Plans IJ M TJ RM 7J Pmpomd Under Supervision 0/ACCEPTED P BY.' qTt w , 047E 8/6/20 77M JACHLEWSKI, JR. Date 01-26-20Pa 7IlOAt6'e .R.C.E. No. 44223 RL.A No. 4547 APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS BUTTERFIELD STAGE ROAD MEDIAN TREES (FOR REFERENCE ONLY) OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE PLATANUS ACERIFOLIA'COLUMBIN COLUMBIA LONDON PLANE OUERCUS AGRIFOLIA COAST LIVE OAK C/TY OF TEMECMA KEY MAP - N.T.S. PA 10 PA 11 1-1 PA 12 1-2 PARK AND RIDE 1 PA 33A PA 14 SPORTS PARK L z LONG VALLEY WASH 0 F C1 PA 22 F z z 0 IRE STATION (7 LL DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING PLAN CD LD19.3160 N N Growing No. � Lu / L. / 4 o z z d Sheet 5 o/ 27 IIIII IY I�I I II II REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION I I m I PRIVATE PROPERTY (NOT A PART) LWERGROIbWD SERVICE ALERT 'IIIII CALL TOLL FREE 1-800-422-4133 CONSTRUCTION RECORD II 1 Y 1 I m r _ r I w I I EXISTING SIDEWALK r R.O.W. LINE- I I I I MATCHLINE: SEE ABOVE RIGHT REVISIONS I ACC'Dj DATE I BENCH MARK SPORTS' PARK JSC4LEC'FSy1l05fARp�� )9 �l[ly,��y Nf g P 9TF aF CAl\FERN mtm"�, REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION PRIVATE PROPERTY (NOT A PART) MATCHLINE: SEE -6 0' 10' 20' 40' 60' 1850 WamblcRan6 SnIc100.403 Snn Dicyµ CA 92106 6194M-nKG wwm.m5i1e1end=bxom NORTH Designed By Dmwn By Checked By c L TJ MI TJ RM I TJ RECOMMENDED BY.' 0147E. 6/6/20 Plans Pmpamd Under Supervision Of ACCEPTED BY.�� �7E 8/6/20 77M JACHLEWSKI, JR. Date 01-26-20 Ra 7IlOAtlS' v . aREcroR or RUBllC woRxs � cm R.C.E. No. 44223 RL.A No. 4547 PLANT SCHEDULE - ABBREVIATED (SEE SHEET L.1-7 FOR FULL SCHEDULE) SCIENTIFIC NAME COMMON NAME �O• OLEA EUROPAEA OLIVE SHRUBS yg BOUTELOUA GRACIUS'BLOND AMBITION' BLOND AMBITION BLUE GRAMA C) 4`J CEANOTHUS M.'VALLEY VIOLET VALLEY VIOLET CEANOTHUS HESPERALOE P.'BRAKELIGHTS' RED YUCCA ✓N ® LANTANA'NEW GOLD' NEW GOLD LANTANA MUHLENBERGIA CAPILLARIS'REGAL MIST REGAL MIST MUHLENBERGIA ® ROSMARINUS O.'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMAR ® SALVIA LEUCANTHA MEXICAN BUSH SAGE $p TEUCRIUM CHAMAEORYS GERMANDER TREES SHOWN FOR REFERENCE ONLY APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS BUTTERFIELD STAGE ROAD MEDIAN TREES (FOR REFERENCE ONLY) OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE PLATANUS ACERIFOLIA'COLUMBIN COLUMBIA LONDON PLANE OUERCUS AGRIFOLIA COAST LIVE OAK KEY MAP - N.T.S. PA 10 PA 11 1-1 PA 12 .1-2 PARK AND RIDE -�" .1- PA 33A PA 14 SPORTS PARK L z LONG VALLEY WASH F Cl PA 22 F z z 0 IRE STATION Q 0 LL LD19.3160 Orcw/ng No. C/TY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS L' S ee MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING PLAN Sheet 6 0/ 27 111 PRIVATE PROPERTY (NOT A PART) LLWERGROWD SERVICE ALERT 'IIIII CALL TOLL FREE 1-800-422-413J CON57RUCTION RECORD MATCHLINE: SEE SHEET L.1-5 r � r• I r� I I it I EXISTING SIDEWALK )ICI • • PA 22 R.O.W. LINES I 0i I min,0414imi, mom MATCHLINE: SEE A RVASION5 ACCD a BENCH MARK C PRIVATE PROPERTY (NOT A PART) III CANTRELL ROAD PRIVATE PROPERTY (NOT A PART) m MATCHLINE: SEE BELOW LEFT ■ m m MINE m m PA-22 SOUTHLOOP ROAD IFIRE STATION Ili mom I. Immis I mom mi ■I■l M I M 14111 MATCHLINE: SEE ABOVE RIGHT REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION 0 Q O L.I_ W CIO Q LLl EL W r D m R.O.W. PLANT SCHEDULE - ABBREVIATED (SEE SHEET L.1-7 FOR FULL SCHEDULE) 725,5 SCIENTIFIC NAME COMMON NAME �O• OLEA EUROPAEA OLIVE SHRUBS yg BOUTELOUA GRACIUS'BLOND AMBITION' BLOND AMBITION BLUE GRAMA C) 4`J CEANOTHUS M. VALLEY VIOLET VALLEY VIOLET CEANOTHUS '✓N HESPERALOE P.'BRAKELIGHTS' RED YUCCA ® LANTANA'NEW GOLD' NEW GOLD LANTANA MUHLENBERGIA CAPILLARIS'REGAL MIST REGAL MIST MUHLENBERGIA ® ROSMARINUS O.'HUNTINGTON CARPET HUNTINGTON CARPET ROSEMAR ® SALVIA LEUCANTHA MEXICAN BUSH SAGE $p TEUCRIUM CHAMAEORYS GERMANDER TREES SHOWN FOR REFERENCE ONLY APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS BUTTERFIELD STAGE ROAD MEDIAN TREES (FOR REFERENCE ONLY) OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE PLATANUS ACERIFOLIA'COLUMBIN COLUMBIA LONDON PLANE OUERCUS AGRIFOLIA COAST LIVE OAK KEY MAP - N.T.S. I, PA 10 PA 11 1-1 Ii PA 12 .1-2 IPARK AND RIDE FIRE STATION .1- PA 33A PA 14 SPORTS PARK L z LONG VALLEY WASH F Cl Li PA 22 U) F z z 0 IRE STATION Q L6 0 o' 10' 20' AO' 60'i� 1850 Wnm61c R0u4 SnIc 100.403 IMIT OF WORKS - LD19.3160 Snn Dicyµ CA 92106 6194M-7W3 wwm.ms,--mnd=b ,m NORTH SCALE C'FAl �VpSGpF Destgned By Dmwn By Checked By p � Orcwing No. a9 °cnlwyw' y TJ M TJ RM 7J RECOMMENDED BY.' �jE. 8/6/20 Ill OF TEMECULA DEPARTMENT OF PUBLIC WORKS KP'10"� �.E � � � Plans Pmpomd Under Supervision 0/ �� ACCEPTED BY.. P�AYAfT Twit LATE. 8/6/20 pA prows BUTTERFIELD STAGE ROAD HOA PARKWAYS BM JACHLEWSKI, JR. Date 01-26-20 RwECIOR � pIBLC iitmI; / Q.O. P;R7 f9 g �? R.C.E. No. 44223 MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD 7F op CAL1E� R.L.A No. 4547 ;° �?✓ sheet 7 o/ 27 LANDSCAPE PLANTING PLAN PLANTING NOTES PLANT SCHEDULE 1. THESE PLANS WERE PREPARED USING THE SURVEY INFORMATION PROVIDED BY RICK ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER OF THE DISCREPANCIES PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE LANDSCAPE ARCHITECT OR OWNER TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER. 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. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDUIT AND IRRIGATION SLEEVES WITH OTHER CONSTRUCTION TRADE CONTRACTORS. 5. FOR EXISTING TREES TO REMAIN, THE CONTRACTOR SHALL PROTECT THE TREES AND DRIPLINE AREA OF TREES FROM STOCKPILING, MATERIAL STORAGE, EQUIPMENT, VEHICLE 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 OF EQUAL SPECIES AND SIZE. 6. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT QUANTITIES AND SQUARE FOOTAGES ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD CONDITIONS AND SHALL PROVIDE THE NECESSARY PLANTS TO FULFILL THE INTENT OF THE PLANS. 7. CONTRACTOR SHALL OBTAIN A HORTICULTURAL SOILS TEST AND RECOMMENDATIONS BASED ON THE EXISTING SITE SOILS AND BASED ON THE PROPOSED PLANT LIST. 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 THE PLANTING BACKFILL WITH 25% HUMIC COMPOST MANUFACTURED BY AGRI-SERVICE, INC. EXCEPT WITHIN FILTER MEDIA LIMITS. (SEE CIVIL PLANS FOR FILTER MEDIA SPECIFICATIONS) 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 PLANTING. CONTRACTOR SHALL ADJUST PLANT LOCATIONS, IF -NEEDED, AS DIRECTED BY LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION. 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 TRAVEL WAYS ARE 14 FEET ABOVE THE GRADE OF THE TRAVEL WAY. 10. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN 6' OF HARDSCAPE PER DETAILS. 11. CONTRACTOR SHALL PROVIDE A 3" LAYER EQUAL TO "EVERBLOOM MULCH" MANUFACTURED BY AGRI-SERVICE, INC. FOR ALL PLANTING AREAS. 12. SEE SHEET THIS SHEET FOR PLANTING DETAILS. 13. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. MINIMUM TREE SEPARATION DISTANCE IMPROVEMENT DISTANCE TRAFFIC SIGNAL, STOP SIGN 20 FEET UNDERGROUND UTILITY LINES (EXCEPT SEWER) 5 FEET SEWER LINES 10 FEET ABOVE GROUND UTILITY STRUCTURES 10 FEET (TRANSFORMERS, HYDRANTS, UTILITY POLES, ETC.) DRIVEWAYS 10 FEET INTERSECTIONS (INTERSECTING CURB 25 FEET LINES OF TWO STREETS) STREET LIGHTS 10 FEET LYDERGROIbWD SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CON57RUCTlON RECORD REVISIONS BENCH MARK SCIENTIFIC NAME COMMON NAME QUANTITY SIZE SPACING REMARKS OLEA EUROPAEA A„J SHRUBS y BOUTELOUA GRACIUS'BLOND AMBITION' CEANOTHUS M.'VALLEY VIOLET } HESPERALOE P.'BRAKELIGHTS' ® LANTANA'NEW GOLD' MUHLENBERGIA CAPILLARISREGAL MIST' ® ROSMARINUS O.'HUNTINGTON CARPET ® SALVIA LEUCANTHA gy TEUCRIUM CHAMAEDRYS TREES SHOWN FOR REFERENCE ONLY OLIVE 120 BLOND AMBITION BLUE GRAMA 514 VALLEY VIOLET CEANOTHUS 236 RED YUCCA 740 NEW GOLD LANTANA 460 REGAL MIST MUHLENBERGIA 315 HUNTINGTON CARPET ROSEMARY 571 MEXICAN BUSH SAGE 306 GERMANDER 577 APPROXIMATE STREET TREE OUTSIDE THE R.O.W. FOR REFERENCE ONLY TO BE INCLUDED ON FUTURE PLANS WATER USE MATURE MATURE (Z4) HEIGHT WIDTH FIELD PER PLAN MULTI -TRUNK LOW 25C30' 25C30' GROWN V -10' CANOPY, AND 10' -13' HEIGHT 5 GAL. Y O.C. LOW 254 1'-2' 5 GAL. 4'O.C. LOW 2'-3- 314' 5 GAL. 2' O.C. LOW 314 314, 5 GAL. 4'0.C. LOW 2'-T 313' 5 GAL. 4'0.C. LOW 3' 3' 5 GAL. 3' O.C. LOW T-2' F-6' 5 GAL. 4'0.C. LOW 34' 4-6' 5 GAL. 2' O.C. LOW 1-2' 2'-T OLEA EUROPAEA'SWAN HILL' FRUITLESS OLIVE 24" BOX PER PLAN MULTI -TRUNK LOW 25'-30' 25'-30' PLATANUS ACERIFOUA'COLUMBIK COLUMBIA LONDON PLANE 24" BOX PER PLAN SINGLE -TRUNK MED 40080' 30'-40' QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX PER PLAN MULTI -TRUNK LOW 20'-70' 20'-70' LY Vit 1850 W"mblcR"n6 Snlc 100.403 S"n Dicyµ CA 92106 619-M-7W3 wwm.mS,lClAnd=b.C"m SCALE C'RAl Sy1l05GPp Designed By Omwn By Checked By p � '➢ �scnlgy,T' y TJ M TJ Af TJ RECOMMENDED BY. p47E. 8/6/20 ew'10"�'E 1 Plans Prepared Under Supervision 0/ ACCEPTED BY.' P.;rA Tt&w, LN7E 8/6/20 " � BAf JACHLEWSKI, JR. Date 01-18-70 Pa 7IlOAt6' e . owLcroR or auNA' woRxs � cRr vkm ��s g a R.C.E. No. 44223 TF OF CAl\FCR' RL.A No. 4547 C/TY OF TEMEC4VLA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING LEGEND S NOTES CD LD19.3160 cm a N N Growing No. � ui Lmf7 0 z z Sheet 8 o/ 27 d 2. 4" VERTICAL PERFORATED DRAIN PIPE. CONNECT TO PIPE AT BASE OF PIT AND CAP AT SURFACE. SURROUND PIPE WITH FILTER FABRIC. 3. MULCH MATERIAL PER PLANS, PROVIDE 3" CLEARANCE FROM TRUNK 4. SET TOP OF ROOTBALL IN ABOVE FINISH GRADE 5. BACKFILL PER SPECIFICATIONS (OMIT COMPOST BELOW 12" DEPTH) 6. 4" FLEXIBLE PERFORATED DRAIN PIPE ENCIRCLING BASE OF PLANTING PIT. CONNECT TO VERTICAL PIPE. SURROUND PIPE WITH FILTER FABRIC 7. 4" HIGH WATERING BERM 8. ROOT BALL 9. STAKE PERPENDICULAR TO DIRECTION OF PREVAILING WIND TREE No PLANTING WITH DRAINAGE ON LEVEL GROUND OR SLOPE WITH BREATHER TUBE SCALE: 1/2" = l'-O" LWERGROWD SERVICE ALERT 1. 2. 3. 4. 5. 1. SHRUB 2. SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE (5 GAL. SHRUBS AND GREATER) 3. MULCH MATERIAL PER PLANS, PROVIDE 3" CLEARANCE FROM TRUNK 4. BACKFILL PER NOTES AND SPECIFICATIONS (OMIT COMPOST BELOW 12" DEPTH) 5. 3" WATERING BERM (IF SLOPE PLANTING) 6. ORIGINAL SLOPE (WHEN PLANTING OCCURS ON SLOPE) 7. FINISH GRADE (WHEN PLANTING OCCURS ON SLOPE) SHRUB ON LEVEL GRADE OR SLOPE SCALE: 1" = V-0" 1. HARDSCAPE/PAVEMENT 2. 3" MULCH LAYER (1/211 BELOW HARDSCAPE) 3. TOP OF AMENDED SOIL SHALL BE 3" BELOW TOP OF HARDSCAPE IN PARKWAYS, MEDIANS, AND ROUNDABOUTS 4. AMENDED SOIL PER PLANTING NOTES AND SPECIFICATIONS 5. ADJACENT SLOPE WHERE APPLICABLE LANDSCAPE GRADE AT HARDSCAPE SCALE: 1 1/2" = l'-O" CALL TOLL FREE 1-800-422-4133 1850 Wambl, R"n6 Snlc 100.403 GAYS BEFORE YOU S"n Dwg,,CA9E106 619-M-7W3 wwm.n5,lClAnd=b.C"m TWO WORKING CONSTRUCTION RECORD DAlE BY REVISIONS ACCD DATE BENCH MARK tSC4LE SEALDesigned By Dmwn By Checked By crn 1p jPlans Prepared Under Supervsion O/ 77M JACHLEWSKI, JR. Date 01-26-20 :ompleteCRL.A No. 4547 4 3. 4. 1. ROOT BARRIER "DEEPROOT" (UB 24-2) 2. ROOTBARRIER TRENCH MAY BE THE SAME AS IRRIGATION WHERE APPLICABLE - BACKFILL SAME AS ADJACENT MATERIAL 3. SET ROOT BARRIER 2" BELOW FINISH GRADE OF HARDSCAPE 4. HARDSCAPE ROOTBARRIER REQUIRED WHEN TREE IS WITHIN 6 FEET OF HARDSCAPE / SCALE: 1/2"=l'-O" e s 2. a mp, a 3. ,QWo (JOn OQvVoOpv // OQ7Q 0 + Opog QQOQ�opzv QQOQ�opog QQO QEt]UAL 7 off° zwoZ11100 °o 1. SHRUB- TRIANGULAR SPACING UNLESS OTHERWISE SHOWN ON PLANS 2. EDGE OF HARDSCAPE 3. DISTANCE FROM EDGE OF HARDSCAPE EQUALS 75 OF THE ON CENTER (O.C.) SPACING PLANT SPACING SCALE: NONE RECOMMENDED 6Y� P��� �/� �lE 6/6/20 ACCEPTED BY.: waTww' DATE 6/6/20 PA IIIOAtIS P. . R�LcroR or PUBllC wparG / cRr R.C.E. No. 44223 C/TY OF TEMEC4VLA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE DETAILS CD LD19.3160 c2 N cm Crowing No. F L,1 B o z z Sheet 9 of 27 d SECTION 329300 LANDSCAPING PART1-GENERAL 1.01 SUMMARY: A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The conditions of the Contract and Division 1 apply to this section as fully m if repeated herein. 1.02 RELATED REQUIREMENTS: A. Section 328400 Irrigation System B. Section 320533 Landscape Maintenance 1.03 SUBMITTALS: A. Tree, shrub, and plant samples: Provide digital photos of all plant materials in one pdf file illustrating a typical sample of each plant species and every tree listed as; 'specimen' on the plans. At the Contractor's option and expense, he may retain the services of the Landscape architect to review trees 15 gallon and larger tagged at the nursery or at its place of growth, or as otherwise indicated. B. Submit certificates of compliance/ manufacturer cut sheers in one pd£file of: 1. Soil amendments 2. Fertilizers 3. Root barrier 4. Tree stakes 5. Tree ties 6. Compost material 7. Mulch materials 8. Boulders, cobble or other materials if specified on plans. C. Horticultural soils report and recommendations report as one pdf file (based on the proposed plant palette per Section 1.08.) 1.04 GUARANTEES AND REPLACEMENTS: A. Shrubs, vines and groundcovers shall be guaranteed to remain healthy and vigorously growing for a period of ninety (90) days from date of final acceptance of Maintenance Period of project. B. Trees shall be guaranteed to live in a healthy condition for a period of one (1) year from date of final acceptance of Maintenance Period of project. C. Plants found to be dead or not in a vigorous condition within the Maintenance and Guarantee Periods shall be replaced within fourteen (14) days at Contractor's expense. D. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as originally specified. The expense of all repair work on existing improvements damaged during replacement shall be bome by the Contractor. 1.05 QUALITY ASSURANCE: A. Reviews herein specified shall be made by the Landscape architect or Landscape Inspector. The Contractor shall request review in writing a minimum of 48 hours in advance, for the following parts of work: 1. Pre -job meeting to introduce Landscape architect, Landscape Inspector, Contractor, job project manager and job superintendent and to discuss the particular requirements of the job. 2. Incorporation of soil conditioning and fertilizing into the soil. Observation shall begin prior to amendments being rototilled into the soil. Amendment materials shall be distributed in piles around the site in quantities corresponding to the soils analysis recommendations "per 1,000 sq. ft.". Invoices showing materials and quantities purchased shall be available for review. 3. When trees, shrubs and vines are spotted in place (in their containers or boxes) for planting, but before planting holes are excavated. 4. Upon completion of fetish grades and planting. 5. When planting, and all other indicated and specified work, except the Maintenance Period, has been completed. Acceptance, in writing, shall establish beginning of the Maintenance Period. 6. Final review at the completion of the Maintenance Period. Contingent on acceptance, this review shall establish the beginning date for the Guarantee Period. 1.06 MAINTENANCE: A. The Contractor shall continuously maintain all involved areas during the progress of the work and during the maintenance period until the final acceptance of the work. B. The Maintenance Period begins on the first day after written acceptance of planting operations is received from the Landscape architect, and shall continue thereafter for no less than ninety (90) continuous calendar days. C. The contract completion date of the contract maintenance period will be extended, at the contractor's expense, when in the opinion of the Landscape Architect or Owner, improper maintenance or possible poor or unhealthy condition of planted material or poorly established areas are evident at the termination of the scheduled maintenance period. The Contractor shall be responsible for additional maintenance of the work until work is completed and acceptable. LWERGROWD SERVICE ALERT CON57RUCTlON RECORD Dor. CALL TOLL FREE 1-800-422-4133 REVISIONS D. See Section 320533 for specific Maintenance Requirements. 1.07 GENERAL REQUIREMENTS: A. The term "Planting Area" shall mean all areas to be planted with trees, shrubs, groundcovers, sod and seed. B. Actual planting shall be performed during those periods when weather and soil conditions are suitable in accordance with locally accepted horticultural practice. C. All rock and other growth or debris accumulated during the duration of the project shall be removed from the site. D. Prior to excavation for planting or placing of plant materials, locate all underground improvements, utility lines, etc. and take proper precautions to avoid damage. In the event of a conflict between such lines and plant locations, notify Landscape architect and receive direction prior to proceeding. The Contractor assumes responsibility for making repairs for damages resulting from work as herein specified. E. Grading and soil preparation work shall be performed only during the period when beneficial and optimum results may be obtained. If the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be suspended until the moisture content is increased or reduced to acceptable levels and the desired results are likely to be obtained. F. Scaled dimensions are approximate. Before proceeding with work, carefully check and verify dimensions and immediately inform the Landscape architect of discrepancies between the drawings and specifications and actual conditions. G. Quantities for plant materials are shown for convenience only, and not guaranteed. Contractor shall check and verify count and supply the sufficient number to fulfill intent of drawings. H. Adequately stake, barricade, and protect irrigation equipment, manholes, utility lines, and other existing property during all phases of the soil amending and grading operations. I. Rejection and Substitution: Plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. Plants shall be of the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substitution of plant species, variety, or reduced sizes for those listed on the accompanying drawings, except with the expressed written consent of the Landscape architect. J. All utilities (water and electricity) used during the installation and maintenance of the landscaping and irrigation systems for this project shall be paid for by the Owner. 1.08 FINAL SOIL AMENDMENT QUANTITIES: A. Upon completion of all rough grading operations of planted areas, a minimum of six (6) representative samples (or 1 soil sampling per every 7 lots for home developments) of existing soil found in the planting areas shall be taken by the Contractor and at his/her expense sent to an independent soil testing laboratory for an Horticultural suitability analysis and recommendations. B. In order to reduce runoff and encourage healthy plant growth, a soil management report shall be completed as follows: 1. Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants. 2. The soil analysis shall include: a. Soil texture b. Infiltration rate determined by laboratory test or soil texture infiltration rate table c. Soil pH d. Total soluble salts e. Sodium f Percent organic matter 3. The soil report shall include recommendations for quantity and application rate of amendments and any corrective measures required to adjust items a. though f. listed above to acceptable levels BASED ON THE PROPOSED PLANT SCHEDULE. The recommendations shall be based on organic -based fertilizers, amendments and best -practices. These recommendations shall then be compared with those listed in Paragraphs 2.02 and 3.01 and the contract modified accordingly. 1.09 SOIL PREPARATION CONFORMANCE Amendment materials shall be distributed in piles around the site in quantities corresponding to the soils analysis "per 1,000 sq. R." recommendations. Invoices showing materials and quantities purchased shall be available for review. The Landscape architect may visually compare the distribution piles and total quantities of each material furnished against the soils analysis recommendations, but it is the responsibility of the contractor to fulfill and verify compliance with the recommendations of the soil analysis report. After visual observation by the Landscape architect and verification by the contractor of the distribution and quantities of soil amendments, the Contractor may then commence with soil conditioning operations per section 3.01 1.10 PLANT MATERIAL QUANTITY CONFORMANCE A. After installation of plant materials, and coinciding with the pre -maintenance BENCH MARK JSNLE�SEAL Nf g ! 9TF OF CAl\F�t` observation, the Landscape architect, with the heretofore specified signed copies of the required certificates, trip slips and invoices for the plant materials and related items, may inventory such material and observe the total area and/or the amounts specified. It is the contractor's responsibility to verify all quantities have been installed per plans. If the required amounts have not been famished, the Landscape architect may require the installation of additional materials to fulfill the minimum requirements specified. PART2-PRODUCTS 2.01 SOIL AMENDMENT AND FERTILIZER: A. Soil Conditioner: Composted Derivatives equivalent to "Humic Compost' manufactured by Agri -Service, Inc. and having the following properties: Hmnic Compost shall have fine texture and a dark brown color. Compost feedstock shall be clean yard trimmings generated from source -separated landscape maintenance. No animal wastes or sludge wastes shall be added. The shredded yard trimmings shall be composted for a minimum period of one month, with peak temperatures reaching between 1320 to 1550 F throughout the thermophilic stage. Composting shall be done by the windrow method with regular turning to expose all parts of the pile to high temperatures in order to achieve weed seed and pathogen kill. Product shall be processed according to Title 14 regulations for composted green waste. Curing phase shall be up to two months. Moisture content at time of delivery shall be approximately 25%. One cubic yard of compost shall weigh an average of 950 to 1150 pounds. Finished compost shall be screened through a 3/8 inch mesh. B. Gypsum shall be commercially processed and packaged gypsum (CaSo, 2H 0) with minimum 80% grade containing 14% minimum combined sulfur. C. Iron Sulphate: Ferric or ferrous sulphate in pelleted or granular form containing not less than 18 percent metallic iron. Material shall conform to the Horticultural Code of the State of California. D. Pre -plant fertilizer for incorporation with rototilling or plant pit backfill mix shall be of a uniforrn'beaded' homogeneous Organic granular composition suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant food: 1. Nitrogen 5%minimum 2. Phosphoric acid 3%minimum 3. Potash 1%minimum 4. Iron 1% 5. Manganese .05% 6. Zinc .05% 7. Humic Acids (derived from compost) 15% 8. Soil Penetrant (alkyl naphthalene sodium sulfonate)15% E. Post -planting Fertilizer for Maintenance Period Fertilization: Organic base, long lasting, non -bunting, controlled slow release, free flowing, uniform in composition, suitable for application with approved equipment, and shall contain the following minimum available percentages of weight of plant food: 1. Nitrogen 12%minimum 2. Phosphoric acid 8%minimum 3. Potash 8%minimum 4. Sulphur 7% 5. Iron 2% 6. Manganese .05% 7. Zinc .05% 8. Humic Acids (derived from compost) 5 % WARNING: Some fertilizers contain chelated iron which may cause staving of concrete surfaces. Contractor shall use extreme caution when applying fertilizers adjacent to concrete and hardscape areas. All hardscape shall be swept immediately after application. Contractor shall be responsible for removing all iron stains from concrete or Hardscape by sandblasting, or replacement of Hardscape/concrete, as directed by landscape architect, at no additional cost to the Owner. F. Planting Tablets: Tightly compressed organic chip type commercial grade planting tablets of varying weighted sizes with the following available percentages by weight of plant food: 1. Nitrogen 20%minimum 2. Phosphoric acid 10%minimum 3. Potash 5%minimum G. Post -planting Fertilizer for Palms: Organic base, long lasting, non -burning, controlled slow release, free flowing, uniform in composition, suitable for application with approved equipment, and shall contain the following minimum available percentages of weight of plant food : I. Nitrogen 3%minimum 2. Phosphoric acid 1 % minim= 3. Potash 3%minimum A micro -nutrient foliar spray for palm fronds is recommended to avoid micro -nutrient deficiencies. It is the responsibility of the contractor to ensure plant health. H. Fertilizer Storage: Fertilizer shall be stored in watertight container to minimize contact with stormwater runoff. Designed By I Dmm By I Checked 6)1 Plans Prepared Under Supervision 77M JACHLEWSKI, JR. DOLE 01-26-20 RL.A No. 1. Fertilizer & Herbicide shall not be applied within 48 hours of a forecast min event. J. Fertilizer & Herbicide are prohibited within areas identified as 100 year inundation. K. Herbicide Storage: Herbicide shall be stored in watertight container to minimize contact with stormwater runoff. 2.02 PLANTING BACKFILL FOR TREES: A. Planting backfill shall be a thoroughly blended mixture of topsoil amendments. The following materials and quantities are to be used as a basis for bidding, and shall be modified based on soil analysis results: 1. Soil Conditioner (Humic Compost) 1 part (top 12" of backfill only, amended soil volume) 2. Stock -piled on site soil 3 parts 3. Iron sulphate 2 lbs/per cu. yd. of mix 4. Gypsum 10 lbs/per cu. yd. of mix 5. Pre -plant fertilizer 4 Ibs/per cu. yd. of mix Soil to be used as planting medium for the project shall be fertile, well -drained, of uniform quality, free of stones over 1 inch diameter, sticks, oils, chemicals, plaster, concrete and other deleterious materials. On -site soil may be stockpiled in piles under 4' in height forre-useprovided it meets all requirements. 2.03 PLANT MATERIALS: A. Nomenclature: The scientific and common names of plants herein specified conform with the approved names given in "Sunset Western Garden Book", published by Lane Publishing Company, Menlo Park, California, latest edition. B. See list of plant material on drawings. C. Quality and size of all plants shall be No. 1, of Pinto Tag stock. They shall be vigorous, of normal growth, free from disease, insects, insect eggs, and/or exceed the measurements specified or the American Standards for Nursery Stock. Pinto Tags shall be submitted to the Landscape architect. D. Container stock (1 gal., 5 gal., and 15 gal.) shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth, when taken from the container, shall be planted, except upon special approval. No trees with damaged roots or broken balls shall be planted and no shrubs, vines or groundcovers shall be planted that are "pot bound" or that have damaged roots. E. Pruning shall not be done, prior to delivery, except by written approval. F. Observation of Plant Materials, required by governing authorities, shall be a responsibility of the contractor, and where necessary, the contractor shall have secured permits or certificates prior to delivery of plants to site. G. Plants shall be subject to observation and approval or rejection, at the project site at any time before or during progress of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. H. Substitutions will not be permitted except that if proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size, variety and cost. I. Quantities shall be famished as needed to complete work as shown on drawings. J. The Landscape architect reserves the right to observe root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. IC Identify plant species or varieties correctly on legible, weather-proof labels attached securely at the job site. There shall be a minimum of one labeled plant for each 5 plants in a lot. L. Groundcover plants shall be healthy cuttings grown in flats until transplanting. 2.04 HERBICIDE: Weed Contact Spray, post emergent, systemic product with no soil residual activity formulated as a water soluble liquid containing 50% glyphosate and 14.5% surfactant with surflan additive. (Use only on noxious weeds that cannot be successfully eradicated with hand weeding.) 2.07 MULCHING MATERIAL: A. Mulching material shall be finely ground, screened, dark brown mulch equivalent to "Everbloom Mulch" manufactured by Agri -service, Inc. and having the following properties: Composted, dark brown mulch with loose, composted fines and sticks up to three inches in length. Feedstock used shall be clean yard trimmings generated from source -separated landscape maintenance. No animal wastes or sludge wastes added. The ground yard trimmings shall be composted for a minimum period of one month. Temperatures shall be maintained between 1320 to 1550 F throughout the thermophilic stage to kill pathogens and weed seeds. This process meets California Title 14 regulations, Process to Further Reduce Pathogens. Curing phase shall be up to two months. Moisture content at the time of delivery shall be approximately 25%. One cubic yard of mulch weighs approximately 650 to 800 pounds. 2.08 STAKING MATERIALS FOR TREES: RECOMMENDED 6K � fs;r� NlE 6/6/20 ACCEPTED BY.: PTt&w, 047E 6/6/20 PA 7IlOAtIS P. . PwEcroe or PUBllC xr�ts � cRr R.C.E. No. 44223 CITY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING SPECIFICATIONS CD LD19.3160 N N Growing No. � F r z Shret 10 of 27 d LWERGROUND SERVICE ALERT CON57RUCTlON RECORD Date CALL TOLL FREE 1-800-422-4133 A. Double Staking (Triple Staking for High Wind Areas) for Trees up to 36" Box Size: 1. Stakes shall be of Lodgepole Pine. These shall be straight shafts, shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum diameter of 2 inches (3 inches in high wind exposure areas), free of loose knots, splits or bends. Stakes shall be no less than eight (8) feet in length. B. Tree Tie Materials shall be one of the following: 1. Hose wires used for stabilizing trees with stakes, shall be 12 gauge galvanized wire with ultra -violet resistant precut hoses to 10 Y:" and wire precut to 27" or 36" the length as necessary per details. 2. Cinch Ties manufactured by V.I.T. products with the following criteria: (a) Cinch -Tie 24" for 15 gal. single or double stakes (b) Cinch -Tie 32" for 24" box or larger 3. Twist Braces shall be used in areas with high wind exposure, utilizing twist brace stabifity bars with the following criteria: (a) 4'h" loop diameter by 24" length for 24" box trees (b) 4 h" loop diameter by 36" length for 36" box trees 2.09 GUYING MATERIALS FOR TREES 48" BOX SIZE AND GREATER: A. Guy wires shall be of pliable, zinc -coated steel of No. 12 gauge. B. Anchors (deadman) for holding guy wires shall be of 4 inch by 4 inch (Al" Is 4") solid lumber, 1'-6" in length, or "duckbill" style anchor materials as shown on the details on the drawings. C. Hose for covering wire shall be of 2-ply reinforced rubber, used or new, garden hose type of at least 1/2 inch in diameter. D. Warning indicators, to be attached to guys, shall be of 1/2" PVC pipe and four feet long. E. Tree ties shall be as stated in section 2.08 above. 2.10 ROOT BARRIERS FOR TREES: A. #UB-24-2 root barriers as manufactured by Deep Root Corp. or approved equal. PART 3-EXECUTION 3.01 SOIL CONDITIONING, ROTOTILLING AND FERTILIZING: A. After the areas have been graded, follow the Soil Preparation Conformance procedures per section 1.09. Deep water leaching shall be performed if recommended and as specified in the Horticultural Soil Analysis Report. After approval by the Landscape architect of the requirements in section 1.09, the soil conditioning and amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six (6) inches by rototilling a minimum of two (2) alternating passes (excluding 2:1 slopes or steeper): The following materials and quantities are to be used as a basis for bidding, and shall be modified based on soil analysis results: 1. Soil Conditioner (Humtc Compost): 6 cu. yd. per 1,000 sq. ft. IT' deep)* *Minimum required unless soils report states at least 33% organic matter exists within the top six inches of soil. 2. Soil sulphur 20 lbs/per 1,000 sq. R 3. Iron sulphate: 20 lbs/per 1,000 sq. ft. 4. Gypsum: 100 lbs/per 1,000 sq. ft. 5. Pre -plant fertilizer: 20 lbs/per 1,000 sq. ft. (a) Amendments shall be incorporated into the top six (6) inches of finish grade. (b) The thoroughness and completeness of the remilling and incorporation of the soil conditionemmmendments shall be accepted by the landscape architect in writing, prior to digging planting pits. For slopes 2:1 and steeper, or as per the drawings, omit rototilling. 3.02 FINISH GRADING: A. Finish grades shall be as indicated on landscape or civil drawings. Contractor shall notify Landscape architect for a decision should any discrepancies exist between the drawings and site conditions. B. Finish grades shall be measured as the final water compacted and settled surface grades and shall be within + 0.1 foot of the spot elevations and grade lines indicated. Grades adjacent to hardscape shall be within +/- .01 feet of the grades indicated on the grading plans. C. Molding and rounding of the grades shall be provided at all changes in slope. D. All undulations and irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before planting operations are initiated. E. Take every precaution to protect and avoid damage to erosion control materials, sprinkler heads, irrigation lines, and other underground utilities during grading and conditioning operations. F. Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, walls, and toward swales, basins, roadways, drains and catch basins. G. Final grades shall be accepted by the Landscape architect/Owner's representative RENSIONS I ACCDI DATE I BENCH MARK in writing on company letterhead prior to digging planting pits and/or before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage unless otherwise indicated on grading plans. I. Deep Water Leaching shall be performed if recommended and as specified in the Horticultural soils recommendations report. 3.03 PLANTING: A. The layout of locations for plants and outlines of groundcover beds to be planted shall be accepted by the Landscape architect in writing prior to digging plant pits for planting. All such locations shall be checked by the contractor for possible interference with existing underground piping prior to excavation of holes. If underground construction or utility lines are encountered in the excavation of planting areas, other locations for the planting may be selected by the landscape architect at no additional cost to the owner. Damage to existing utilities shall be the responsibility of the contractor. B. Planting Trees, Shrubs and Vines: 1. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be, in all cases, large enough to permit handling and planting without injury or breakage of root balls or roots. 2. Excavation shall include the stripping and stacking of all acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re -use for the filling of holes, pits and beds. 3. Excess soil, generated from the planting holes shall be spread evenly on the site within the tolerances indicated in section 3.02, or as directed by the Landscape architect. Excess soil (beyond the tolerances indicated in section 3.02) shall be removed from the site. 4. The plants shall be planted at approved locations with the heretofore specified plant pit fertilizer and soil planting backfill. Place plant pit fertilizer after two thirds of backfill material is installed at the rates specified by the manufacturer and soils report. 5. The plants shall be placed in the planting pits, which have been hand tamped, and water settled to the rootball base levels prior in the placement of the plants. After setting the plants, the remaining backfill material shall be carefully tamped and settled around each rootball to fill all voids. Each tree and shrub shall be placed in the center of the hole and shall be set plumb and held rigidly in position until the planting backfill has been tamped around each rootbal. 6. All plants shall be set at such a level that after settling they bear the same relationship to the surrounding finish grade as they bore to the soil line grade in the container, unless otherwise noted. 7. No plant will be accepted if the rootball is broken or cracked, either before, during, or after the process of installation. S. Plants shall be thoroughly watered into the full depth of each planting hole immediately after planting. 9. Install shrubs and vines as shown on the drawings. 10. For 1 gallon trees, utilize pre -installed nursery stakes if stakes are in good condition as described above. Broken, cracked and/or unsecured nursery stakes will not be allowed. If new stakes are required, install stakes with materials as specified as shown on the drawings. 11. For trees up to 36" Box size, install tree stakes with materials specified and as shown on the drawings. The stakes shall be driven in plumb and secure. Special care shall be taken that the driving in of the stake does not damage the tree roots or rootball. Tree ties shall be fastened to each stake by tacking the wire tie to the stake. Protective hoses shall be in contact with all tree trunk or branch areas per the details on the drawings. 12. For trees 48" Box size and greater, guy all trees with the materials specified and as shown on the drawings. 13. The staking and guying shall be accomplished in such a manner as to insure the proper and healthy growth and the safety of the plants, property, and the public. 14. The contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs, and vines. 15. Pruning after planting shall be required on all trees, shrubs, and vines when necessary in provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, and/or cutting and shall be under the direction of the landscape architect or certified arborlst. 16. histall tree guards on all trees within turf areas. C. Planting Groundcovers: 1. Groundcovers shall be planted in the areas indicated on the drawings. The groundcover plants shall be rooted cuttings grown in flats and shall remain in those flats until transplanting. 2. All groundcover plants shall be planted with soil around roots in staggered row, evenly spaced at the intervals called out on the drawings. 3. The groundcover plants shall be planted sufficiently deep to cover all roots. 4. The groundcover planting area shall be hand smoothed after planting to provide an even, smooth final finish grade. SCALE C'FAl ,y1msGPP Rairontd �� >%nley.'�'�y YerGcd Nf g ! 9TF OF CAl\F�� 3.04 HERBICIDE APPLICATION: A. Herbicide or pesticide applications shall be performed only when necessary for noxious weed eradication only after all hand weeding operations have failed and only by personnel licensed for such work by the State of Cal fomia. B. Herbicide shall not be applied within 48 hours of a forecast min event. 3.05 MULCHING: A. Landscape areas other than those hydroseeded or planted with turf shall be covered with the specified mulching material to the minimum depth indicated on the drawings. 3.06 CLEAN-UP: A. As the project progresses on a daily basis, the contractor shall maintain all areas in a neat manner and remove unsightly debris as necessary, remove all debris and containers used in accomplishing work and sweep and clean all sidewalks, asphalt, and concrete areas adjacent to plantings. 3.07 SITE OBSERVATION & WALK-THROUGHS FOR SUBSTANTIAL COMPLETION: A. General Observation: The Landscape architect will visit the construction site at interim times during the construction process to access construction progress regarding installation of landscape material to be in compliance with the drawings, details, specifications and site conditions. The Landscape architect will prepare a site report after each visit noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary that require modifications to the designed landscape. A copy of this site report will be delivered to both the owner and the contractor. The contractor is responsible to immediately address each item on the site report before proceeding with further construction. B. Walk Through For Substantial Completion (Punch List #1): 1. Before requesting a walk through for substantial completion the following requirements must be entirely satisfied: (a) The entire planting area is completely installed, and when letters of acceptance w described above have been obtained from the Landscape architect and/or owners representative. If the contractor failed to notify the Landscape architect for any of the above items as listed above than the contractor assumes full responsibility for any design modifications directed by the Landscape architect during the walk through for substantial completion any of these issues at no additional cost to the owner. (b) All invoices, pinto tags and receipts have been delivered to the owner or owner's representative. 2. Once the above requirements have been met a walk through for substantial completion may be requested. The following procedures will be used during the walk through: (a) A visual walk through of the entire site will take place consisting of an examination of planting areas as compared to the drawings, and installation procedures as shown on the details and specifications. A punch list will be established for deficiencies in the construction and workmanship of the landscaped area as compared to the construction drawings, details, and specifications. 3. Once the Walk Through for Substantial Completion has been completed the Landscape architect will provide a copy of all punch list items to the owner for review and distribution to the contractor. It is the contractor's responsibility to repair, replace, and adjust all items on the punch prior to requesting a final walk through. C. Final Walk Through: 1. Before commencement of a final walk through is requested, each item on the walk through for substantial completion (punch list #1) must be thoroughly satisfied, addressed, and resolved by the contractor. 2. Once the above requirement has been met a final walk through may be requested. The following procedures will be used: (a) This visual walk through will consist of walling through the punch list items created at the time of the walk through for substantial completion, and examining outstanding items. Any remaining deficiencies in the construction and workmanship of the landscape as compared to the punch list generated at the time of the walk through for substantial completion, construction drawings, details and specifications shall be corrected by the contractor. 3.08 MAINTENANCE PERIOD: A. The Maintenance Period shall last for ninety (90) days after written notification from the Landscape architect to the owner of a successful final walk through. The notification shall take place once all items on the final walk through punch list have been satisfactorily addressed by the contractor. 1. The contractor is responsible for obtaining and following any maintenance manuals created specifically for the project from the owner at the beginning of the maintenance period. 2. Once the contractor has fulfilled all maintenance agreement obligations the maintenance period will end see section 320533 Landscape Maintenance, for maintenance responsibilities. END OF SECTION 329300 Designed By I Dmwn By I Checked by Plans Prepared Under Supervision 77M JACHLEWSKI, JR. Date 01-26-20 RL.A No. RECOMMENDED 6yL� NlE 6/6/20 ACCEPTED BY.: P�Tt&w, L47E. 6/6/20 PA IIIOAtIS P. . PwEcrne or PUBllC wows � cm R.C.E. No. 44223 CITY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE PLANTING SPECIFICATIONS CD LD19.3160 N N Growing No. � W L.1 10 0 r z Shret 17 0/ 27 d SECTION 320533 LANDSCAPE MAINTENANCE PART 1-GENERAL 1.01 SUMMARY A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 1.02 RELATED REQUIREMENTS: A. Section 328400 Irrigation System B. Section 329300 Landscaping 1.03 DEFINITIONS: A. Pesticide: Includes any of the following: 1. Fumigant 2. Herbicide 3. Insecticide 4. Fungicide 5. Rodent repellents. B. Planting Bed: An area comprised of trees, shrubs, flowers, and ground cover, excluding grass. 1.04 DELIVERY: A. Fertilizer, Gypsum, and Iron Sulphate: Deliver to the site in original containers bearing manufacturer's chemical analysis, name, trade time, or trademark, and indication of conformance to stale and federal laws. Instead of containers, fertilizer, and gypsum may be furnished in bulk with a certificate indicating the above information. B. Pesticides: Deliver to the site in original containers with legible label indicating Environmental Protection Agency (EPA) registration number and manufacturer's registered uses. 1.05 STORAGE: A. Fertilizer, Gypsum, Iron Sulphate, and Mulch: Store in dry locations away from contaminants in water -tight containers. B. B. Pesticides: Do not store with other maintenance material. Store herbicides "downwind," relative to the airflow, from other pesticides in water -tight containers. 1.06 HANDLING: A. Do not drop or dump materials from vehicles. PART2-PRODUCTS 2.01 PH ADJUSTERS: A. See Specification Section: 329300 Landscaping 2.02 SOIL CONDITIONERS: A. See Specification Section: 329300 Landscaping 2.03 PLANTING BACKFILL: A. See Specification Section: 329300 Landscaping 2.04 FERTILIZERS: A. See Specification Section: 329300 Landscaping 2.05 WATER: A. See Specification Section: 329300 Landscaping 2.06 PESTICIDES: A. See Specification Section: 329300 Landscaping PART 3-EXECUTION 3.01 MAINTENANCE REQUIREMENTS DURING THE NINETY (90) DAY MAINTENANCE PERIOD: A. Shrubs, and Vines: 1. The contractor is responsible for the restoration and maintenance of all vegetation included in these specifications for the duration of the maintenance period. During the first Iwo weeks of the maintenance period, the contractor shall conduct a survey of all areas and identify by quantity, species, and location, all dead, dying, and diseased vegetation. The contractor shall be responsible for restoring dying and diseased vegetation to a healthy state in accordance with accepted Horticultural Practice and Treatment. The landscape architect and/or owner's representative will be the final authority in determining which vegetation is considered dead or irreparably damaged. Restoration and replacement of vegetation is considered routine maintenance and shall be accomplished as often as necessary during the maintenance period. Vegetation replacement shall be accomplished within 5 days after the contractor discovers or has been notified of the situation. Diseased or dead vegetation shall be removed and replaced with healthy plants of the same species. All replacement plants must be approved by the landscape architect and/or owner's representative before planting. L"IOERGROWD SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CON57RUCTlON RECORD REVISIONS 2. Planting beds shall be cultivated, pruned, trimmed, weeded, irrigated, fertilized, mulched, and otherwise maintained in a manner that presents a professionally landscaped appearance at all times. Plant beds shall be kept weed, gopher, squirrel, rabbit and pest free through best management practices. Ground cover shall not be allowed to grow into flowers, shrubs or trees. Planting beds shall be maintained in a manner that provides balance between the various types of vegetation, and prevents dominance of any one species. 3. The contractor shall provide and maintain a minimum of three-inch layer of mulch in all planting areas that were originally mulched (one and one half -inch for flatted groundcover areas). Mulch shall be kept 3" clear from all tree, shrub, and groundcover trunks and stems. 4. The contractor shall provide for the special needs of various species. Diseased or dead vegetation shall be removed and replaced with healthy plants of the same species. 5. The contractor shall maintain the soil level in the plant beds, and ensure all surface root systems and irrigation piping are covered as required. The contractor shall be responsible for damage caused by contractor operations at no additional cost to the owner. 6. Shrubs and Vines shall not be allowed to encroach into turf areas. A definite break shall be maintained between grass and shrub areas. In such areas the contractor shall maintain a healthy and well balanced landscape. 7. All shrubs, vines, and other cultivated plants shall be trimmed and pruned ACCORDING TO THEIR NATURAL GROWTH CHARACTERISTICS (accept for hedges) for proper health and attractive appearance. ALLOW SHRUBS TO GROW IN AND COMPLETELY FILL THE PLANTING AREAS SNOT SHEAR INTO BALLS OR OTHER SHAPES.) All clippings shall be removed and disposed of by the end of each day. Pruning shall be accomplished as necessary in accordance with conditions (a) through (d) specified below. Shrubs and vines shall be trimmed to shape for aesthetic appearance and health at the frequency specified in this section. (a) Remove growth in front of windows, over entrance ways or walks, and any growth which will obstruct vision at street intersections. Shrubs around perimeter of buildings shall be trimmed to maintain natural growth characteristics. (b) Remove dead, damaged or diseased branches or limbs and crossing, rubbing and interfering branches. (c) Evenly form and balance the shrub to natural growth characteristics. Hedges are to be trimmed to maintain their natural growth characteristics and not allowed to obstruct pedestrian walkways. Shrubs shall be allowed to completely fill planter beds. Shrubs, hedges and vines shall not be trimmed into round, square and or geometric shapes unless specified in the Plant Schedule. Side growth shall be allowed to grow unless growth is in front of windows, over entrance ways, streets, driveways, parking area or walks, and/or any growth which will obstruct vision at street intersections. (d) Remove growth against or over structures and into any type of electrical or telephone lines (leave vine growth on block walls if applicable). 8. Shrubs shall be pruned to evenly form and balance plant to natural growth characteristics. Shoots, suckers, and branches of shrubs not conforming to desired shape and size shall be removed. Retain typical growth habit of individual plants with as much height and spread as is practical. Shrubs shall be allowed to completely fill planter beds. 9. Any depression or mound mound the base of shrubs intended to retain water in place for proper irrigation shall be maintained in good condition to permit the most efficient application of water and reduce waste. B. Trees: 1. Tree maintenance and care is considered routine ongoing maintenance and shall be accomplished as specified or as often as necessary during the maintenance period. Tree maintenance and care includes, staking trees, adjustment of ties and supports, removal of stakes, watering, fertilization, pest control, pruning, turf clearance, mulch clearance, removal of broken limbs and branches, tree removal/mplacement, and fall cleanup. 2. The contractor shall maintain and/or replace tree staking and guying as necessary as specified in section 329300 Landscaping for the duration of the maintenance period. Stakes, ties and supports shall be inspected and adjusted monthly to prevent girdling and rubbing, and to promote natural development of trees. Stakes, ties, and supports shall be removed when the tree becomes capable of supporting itself. 3. Trees shall be pruned according to their natural growth characteristics to evenly form and balance the tree and to promote proper health and growth in accordance with accepted standards and horticultural practices of the International Society of Arboriculture, Western Chapter. All tree maintenance must be performed in compliance with ANSI Z133.1 Safety Standards and ANSI A300 Standard Practices for Tree Cue Operations. Tree pruning shall include all areas of the project, which are permanently and/or temporarily irrigated for the duration of the maintenance period. All sucker growth shall be removed from and around the trees. All trees are to be inspected monthly to identify pruning needs. Pruning or trimming shall be accomplished at any time during the maintenance period as required in accordance with conditions (a) through (h) below: BENCH MARK SEAL JSNLE� ,�'➢ sscnSCie9yPe Nf g ! 9TF OF CAl\F�� (a) Remove dead, damaged or diseased wood, or structurally weak limbs that may cause a safety hazard. Remove interfering branches, crossing and rubbing branches. (b) Remove branches which endanger roofs, eaves, and windows or hang within eight feet of sidewalks, parking lot driveways, and which obstruct traffic signs or streetlights. This includes removal of dead or broken branches on the ground or still hanging in the tree. (c) Provide clearance for fire trucks, buses, moving vans and similar vehicles along streets. (d) Eliminate and prevent growth into electrical or telephone transmission lines. Anticipate the effects of wind on branches, which might fall on transmission lines. Shape the entire tree rather than nomh the top. (e) Prevent growth of trees in front of windows, over entranceways and walkways and which will obstruct vision at street intersections. H) Remove partially attached broken limbs and branches from trees regardless of diameter or length. Provide stakes or braces as required for future protection. (g) "Skirting -Up" and "pollarding" a tree is prohibited. (h) Topping of trees is prohibited. C. Weeds, Rodent and Pest Control: 1. PESTICIDES MAY BE USED ONLY AS A LAST RESORT AFTER ALL NATURAL BEST MANAGEMENT PRACTICES ARE USED. Weed and pest control shall be performed to prevent encroachment of undesirable vegetation and noxious weeds, and infestation of pest (rodent, insect and fungus) into established landscapes, including lawns and around trees, shrubs, flower beds, etc. Noxious weeds in landscaped and natural growth areas, plant beds and landscaped areas shall not be allowed to establish themselves and be maintained weed free. Additionally, weed control is to be performed to eliminate grass and weeds in cracks and joints on all paved and concreted areas. Weed control is to be performed to prevent the encroachment of vegetation into perimeter fences. Rodent control shall be performed as required to maintain healthy vigorous plant growth. Live or dead rodents shall be removed within 24 hours from the project property and properly disposed of. Trees, shrubs, turf and vegetation shall be protected from all varieties of insect and rodent damage._ Pesticides and herbicides shall be used in a manner, which will not affect landscape plants health. 2. All pesticides, including herbicides, insecticides, fungicides, etc, shall be applied only by persons holding a valid state license for each category of pest control work involved. Any required state, county, or local permits for possession, procurement, or use of any pesticide shall be obtained and complied with at no additional expense to the owner. 3. All pesticides shall be procured, transported, stored, handled, and applied in strict accordance with the manufacturer's label, which shall be registered with the Environmental Protection Agency and the State of California. The contractor shall comply with the requirements of the Federal Insecticide, Fungicide, and Rodenticide Act, 40 CFR 170-171, CCR Title 3, and CCR Title 8. All pesticide containers shall be managed in accordance with therequirements of CCR Title 3, Section 6684 and disposed of in accordance with CCR Title 22. Each pesticide formulation shall be registered for use under the particular environmental conditions under which it was applied. The contractor shall exercise extreme care to prevent any damage or illegal contamination by pesticides m vegetation, water, fish, animals, and humans. The contractor shall be held responsible and liable for all damage, contamination, and effects resulting from contractor's pesticide use. 4. Pesticide spraying shall be performed only on still days and will be stopped when unfavorable weather or other conditions exist which would unduly increase the hazard to personnel or desirable vegetation by drift, runoff, or leaching through the soil. Any project property or desirable vegetation damaged by the contractor due to pesticide applications shall be repaired or replaced at no additional cost to the owner. 5. Pesticide rinse water or excess pesticides from contractor operations shall be collected by the contractor in an appropriate receptacle and disposed of at an approved disposal site; or shall be applied to a similar target area to which the original application was made and in the same manner of application if allowed by the EPA registered label. 6. Job site pesticide applications shall be made by personnel capable of identifying the pest species to be controlled, knowledgeable of control techniques, and able to apply pesticide active ingredients at prescribed dosages and rates of application, as required by the label to achieve the required control under job site conditions, without danger to people, pets or other non -target animals, plans, or property. 7. The contractor shall be responsible for having a spill kit on service vehicles and for reporting and cleaning pesticide spills as required by state laws and regulations. The contractor shall submit a written report of spills on or in project property, within 8 hours of incident to the owner on company letterhead. D. Irrigation and Irrigation System Maintenance- 1 . The contractor shall plan and adjust irrigation schedules for automatic, hand or portable irrigation systems based on minimal water requirements with the Designed By I Drawn By I Checked 6)1 Plans Prepared Under Supervision 77M JACHLEWSKI, JR. Date 01-26-20 RL.A No. following considerations:the precipitation rates of irrigation components (a) soil water infiltration rate and holding capacity (b) exposure (c) plant material (d) site climate conditions (e) ET (Evapotranspiration) rate (t) Slope It shall be the contractor's responsibility to adjust controllers and/or hand/portable irrigation application to compensate for weekly environmental changes for the duration of the maintenance period. The contractor shall perform irrigation in a manner that promotes the health, growth, color and appearance of cultivated vegetation while preventing over watering, water run-off, erosion and pending. 2. CONTRACTOR SHALL ENSURE SMART CONTOLLER IS SET TO WEATHER -BASED OR SOIL MOISTURE BASED "AUTOMATIC ADJUSTMENT" 60 DAYS INTO THE MAINTENANCE PERIOD. CONTRACTOR SHALL ENSURE "AUTOMATIC ADJUSTMENT" IS FUNCTIONING PROPERLY BETWEEN DAY 60 THROUGH DAY 90 OF THE MAINTENANCE PERIOD AND FINE-TUNE EACH STATION AS NEEDED. 3. litigation includes watering of shrubs, vines, trees and plants for both permanently irrigated slopes and flat areas. Care shall be exercised by regulating the time and equipment to prevent wasting of water. Rotator heads shall be adjusted to prevent water spray on buildings, sidewalks, walls, sign monuments and adjacent hardscape. It shall be the contractor's responsibility to apply enough water to assure and maintain the health and vigor of all shrubs, trees, and planted areas. Irrigation controllers shall be programmed for no irrigation during periods of rain. Controllers shall also be checked and reset if necessary after power outages. 4. The contractor shall provide all equipment necessary to perform all irrigation operations. For temporarily irrigated slopes, flat areas and trees that require manual irrigation, the contractor shall provide hoses and irrigation equipment to adequately irrigate this plant material for the duration of the maintenance period. In the event that an area has no water supply due to a system failure, the contractor shall provide a supply by either hose or truck. All valves and valve box covers shall be kept closed at all times except when in actual use. 5. Irrigation equipment shall be kept clear of any obstructions including plant material. Dirt or other debris surrounding rotator heads, which prevents proper operation, shall be removed. The contractor shall be held responsible for any damage to project property caused by careless handling of irrigation equipment including slope failure at no additional cost to the owner. 6. The contractor is responsible for the maintenance and repair of all components of the irrigation system for the duration of the maintenance period. This includes irrigation equipment items as shown on the original irrigation drawings. Maintenance and repairs of irrigation equipment during the maintenance period shall be done at no addifional cost to the owner. Maintenance shall include but not be limited to the following: (a) Repair or replace broken, missing, or inoperative pop-up rotator heads, pop-up rotors, pop-up bubblers, and drip irrigation equipment. (b) Repair or replace defective rotator head risers, rotors on risers, fittings, swing arcs and breaks in piping. Adjust and align risers. Repairs shall include all fittings as specified in the original irrigation drawings. (c) Clean and adjust pop-up rotator heads, pop-up rotors, rotator head risers and rotors on risers and their gears and/or mechanisms, check and adjust for proper coverage. (d) Remove dirt and debris from around pop-up rotator heads and pop-up rotors. (e) Repair or replace defective or malfunctioning control valves (Electric and/or Manual) flow sensors and master valves. Clean and service valves. The contractor shall replace any damaged or missing valve boxes or valve lids. Valve box lids shall be kept in place at all times. Barricades shall be placed over any valve boxes with missing lids until replaced. Valve boxes shall be kept level with existing grade as shown on the drawings. (f) Flush drip irrigation system using manual flush valves. (g) Maintain, service, repair or replace controller systems as specified by the product manufacturer. (h) System repairs and replacement shall be accomplished with new parts and equipment that are identical to existing. (i) The contractor is responsible for required irrigation by any means during the periods of system breakdown. E. Fertilizer Application During the Maintenance Period: 1. Apply fertilizer in a manner that promotes health, growth, color and appearance of cultivated vegetation at applications rates described in section 329300 Landscaping for the duration of the maintenance period. 2. Fertilizer shall be applied to CA Native plants based on horticultural practices specifically for CA Native plants (typically no fertilizer or minimum organic, slow -release fertilizer.) RECOMMENDED 6K � fszr� NlE 6/6/20 ACCEPTED BY.: P�Tt&w, DA7E. 6/6/20 PA 7Ir0AtlS P. . uwEcroe or PUBllC xti�rG � cm R.C.E. No. 44223 CITY OF TE1VAFC4VLA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE MAINTENANCE SPECIFICATIONS z 0 F t..l G' F Z Z O V C 0 LL CD LD19.3160 N N Growing No. � F Lof f1 0 r z Shret 12 of 27 d bletERGROWD SERVICE ALERT CON57RUCTlON RECORD Drrw CALL TOLL FREE 1-800-422-4133 REWSIONS F. Fallen Vegetation and Debris Removal: 1. The contractor shall police the entire project area including all paved areas, planters, lawn areas, sidewalks and trash enclosures and collect fallen leaves, branches and limbs regardless of length or diameter, dead vegetation, paper, trash, cigarette butts, garbage, rocks, and any and all other debris to prevent unsightly and inordinate accumulations during normal maintenance working hours. Sidewalks shall be swept as necessary to keep free of trash and graffiti. Collected items shall be promptly removed and taken to a legal disposal site. G. Removal of Dead Animals: 1. Removal and legal disposal of animal carcasses are considered a normal maintenance task for the duration of the maintenance period. Dead carcasses shall be legally removed immediately when discovered by the contractor. H. Erosion Control: The General Contractor is responsible for all items identified in the Storm Water Pollution Prevention Plan (SWPPP) and the Water Quality Management Plan (WQMP) including rain event inspections, water quality basin maintenance best management practices, prevention of silt entry, removal of silt, equipment and compaction prohibitions, and infiltration testing. Refer to the SWPPP and WQMP for additional requirements. 1. The contractor is responsible for daily visual inspection of slopes and immediately reporting areas experiencing erosion to the Landscape architect and/or owner's representative on the same day noticed. If the contractor fails to notify the Landscape architect and/or owner's representative of areas experiencing erosion on the same day noticed, then the contractor assumes full responsibility for any erosion control measures and/or repairs as directed by the landscape architect and/or owner's representative at no additional cost to the owner. 2. Upon notification and agreement of the applicable erosion control measure by the Landscape architect, the owner and the contractor, the contractor is responsible for immediately repairing and canceling any progressive Tilling that may occur. 3. Erosion control measures may include but not be limited to: (a) Filling (b) Raking (c) Redirecting mnoff (d) Properly programming irrigation operations (e) Replanting (f) Providing additional erosion control materials such as: (1) jut matting (2) filter fabric (3) hay bales (4) hay rolls (5) silt fencing (6) sand bags (7) and/or other erosion control items as required to maintain healthy plant material and stable slopes. Additional erosion control measures required due to irrigation operations programmed by the contractor that did not take into account cycle and soak functions of the controller will be installed and/or repaired as directed by the Landscape architect and/or owner's representative at no additional cost to the owner. I. Frequency of Maintenance Operations: TASK: FREQUENCY: 1. Mowing, Edging, Trimming: Weekly 2. Shrub and Vine Restoration and Replacement: Within 5 days 3. Weeding: Weekly 4. Pruning: Monthly 5. Tree Replacement Within 5 days 6. Tree Staking: As Required 7. Best Management Practices: As Required 8. Debris Removal & Disposal: As Required 9. Irrigation System Maintenance: As Required 10. Fertilizer Application: As Required 11. Fallen Vegetation and Debris Removal: As Required 12. Removal of Dead Animals: As Required 13. Re -Mulching (Maintained at 3 Inches): As Required 14. Erosion Control: As Required I. At the end of the ninety (90) day maintenance period, the contractor shall request a post -maintenance walk through with the Landscape architect. K. Preliminary Post Maintenance Walk Through: Once the maintenance requirements have been met a preliminary post maintenance walk through may BENCH MARK xyoe,arLwe,dml CFAgSC4LE be scheduled. At the preliminary post maintenance walk through, the following procedures will be used: 1. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. 2. A visual walk through of the entire landscape area will take place consisting of an examination of planting areas and noting any remaining maintenance items to be completed. 3. Once the preliminary post maintenance walk through has been completed, the Landscape architect shall prepare a punch list of outstanding items to be completed and will provide a copy of this list to the owner and contractor for review and use. It is the contractor's responsibility to repair, replace, and adjust all items on the punch list prior to requesting a final post maintenance walk through. L. Final Post Maintenance Walk Through: Before commencement of a final post maintenance walk through, each item on the preliminary post maintenance walk through punch list must be thoroughly satisfied, addressed, and resolved by the contractor. Once the above requirement has been met a final post maintenance walk through may be requested. At the final post maintenance walk through, the following procedures will be used: 1. Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. 2. This visual walk through will consist of walking through the punch list items created at the time of the preliminary post maintenance walk through, and examining outstanding items. Any remaining deficiencies in the maintenance requirements will be noted. 3. Once the final post maintenance walk through is completed and any outstanding items created on the final punch list have been addressed the maintenance period may end. Any additional walk tbroughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractors expense. M. Certificate of Completion. Prior to the start of the ninety (90) diLmaintenance Eeliod, the Contractor shall coordinate and complete (with the owner and Landscape Architect as required) a Certificate of Completion including the following seven (7) elements: 1. Project information sheet that contains: (a) Date. (b) Project time. (e) Project applicant name, telephone, and mailing address. (d) Project address and location. (e) Property owner name, telephone, and mailing address. 2. Certification by the Landscape Architect that the landscape project has been installed per the approved Landscape Documentation Package; (a) Where there have been significant changes made in the field during construction, "as -built" or record drawings shall be included with the certification. Redlined plans shall be prepared by the Contractor and provided to the Landscape Architect for drafting. (b) A diagram prepared IrLthe Contractor of the irrigation plan showing hydrozones shall be kept with the irrigation controller for subsequent management purposes. Two additional copies shall be provided to the Landscape Architect and to the Owner 3. Irrigation scheduling parameters used to set the controller. See Section 3.01-D.2 for additional information. 4. Landscape and irrigation maintenance schedule. 5. Irrigation Audit Report. (a) All landscape irrigation audits shall be conducted by a local agency landscape irrigation auditor or a third party certified landscape irrigation auditor. Landscape audits shall not be conducted bL the person who designed the landscape or installed the landscape. The Contractor shall retain and bear the expense of the Irigation Auditor. (b) In large projects or projects with multiple landscape installations (i.e. production home developments) an auditing rate of I in 7 lots or approximately 15% will satisfy this requirement. The project applicant shall submit the irrigation audit report with the Certificate of Completion to the local agency that may include, but is not limited to: inspection, system tune-up, system test with distribution uniformity, reporting ovempmy, or nm off that causes overland flow, and preparation of an irrigation schedule, including configuring irrigation controllers with application rate, soil types, plant factors, slope, exposure and any other factors necessary for accurate programming. 6. Soil analysis report and documentation verifying implementation of soil report recommendations. 7. Certification of WQMP and BMPs by the Civil Engineer The project applicant shall: 1. Submit the signed Certificate of Completion to the local agency for review 2. Ensure that copies of the approved Certificate of Completion are submitted to the local water purveyor and property owner or his or her designee. The local agency shall: Designed By I Drawn By I Checked 6)1 Plans Prepared Under Supervwion 77M JACHLEWSKI, JR. Date 01-26-20 RL.A No. RECOMMENDED 6YL� NlE 6/6/20 ACCEPTED BY.: P�Tt w., 047E 6/6/20 PA illOAflS P. . PwEcroe or PUBllC II�S � oTr R.C.E. No. 44223 1. Receive the signed Certificate of Completion from the project applicant 2. Approve or deny the Certificate of Completion. If the Certificate of Completion is denied, the local agency shall provide information to the project applicant regarding reapplication, appeal, or other assistance. Sample Certificate of Completion: CERTIFICATE OF COMPLETION This certificate is filled out by the project applicant upon completion of the landscape project. PART 1. PROJECT INFORMATION SHEET DATE PROJECT NAME NAME OF PROJECT APPLICANT TELEPHONE NO COMPANY_ CITY STREET ADDRESS STATE ZIP CODE PROJECT ADDRESS AND LOCATION: STREET ADDRESS CITY STATE ZIP CODE TRACT NO. PROPERTY OWNER OR HIS/ HER DESIGNEE: NAME TELEPHONE NO. COMPANY_ CITY 'cw• cIcork c STREET ADDRESS STATE ZIP CODE Twe certify that I/we have received copies of all the documents within the Landscape Documentation Package and the Certificate of Completion and that it is our responsibility to we that the project is maintained in accordance with the Landscape and Irrigation Maintenance Schedule. - PROPERTY OWNER SIGNATURE DATE PLEASE ANSWER THE FOLLOWING QUESTIONS BELOW: 1. Date the Landscape Documentation Package was submitted to the local agency _ 2. Date the Landscape Documentation Package was approved by the local agency _ 3. Date that a copy of the Water Efficient Landscape Worksheet (including the Water Budget Calculation) was submitted to the local water purveyor_ PART 2. CERTIFICATION OF THE INSTALLATION ACCORDING TO THE LANDSCAPE DOCUMENTATION PACKAGE Twe certify that based upon periodic site observations, the work has been completed In accordance with the ordinance and that the landscape planting and irrigation installation conform with the criteria and specifications of the approved Landscape Documentation Package." SIGNATURE' DATE NAME (PRINT) TITLE LICENSE NO. OR CERTIFICATION NO. COMPANY CITY TELEPHONE NO EMAIL STREET ADDRESS STATE ZIP CODE Signer of the landscape design plan, signer of the irrigation plan, or a licensed landscape contractor. PART 3. IRRIGATION SCHEDULING Attach parameters for setting the irrigation schedule on controller PART 4. SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE Attach schedule of landscape and Irrigation Maintenance PART S. LANDSCAPE IRRIGATION AUDIT REPORT Attach Landscape Irrigation Audit Report PART 6. SOIL MANAGEMENT REPORT Attach soil analysis report Attach documentation verifying implementation of recommendations from soil analysis report PART 7. CERTIFICATION OF WO BMPs Refer to Water Quality Management Plan for Requirements. END OF SECTION 320533 C/TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LANDSCAPE MAINTENANCE SPECIFICATIONS CD LD19.3160 N N Growing No. � LU L,112 0 r z S773 of 27 d M MATCHLINE: SEE BELOW LEFT IRRIGATION LEGEND (ABBREVIATED, SEE SHEET L.2-7 FOR FULL LEGEND) MURRIETA HOT SPRINGS RD. D PULL BOX WITH LABELED 2-WIRE CABLE PROVIDED TO THIS LOCATION. (REFER TO MURRIETA HOT SPRING LANDSCAPE PLANS FOR P.O.C. INFO) 8 7 87 SHRUB AD6RIF 1107S n7 ec 2,207 SF 0 d< 0 ol_� LLJ (D U) n _j LLJ Li- ry Lu T� Z CONTRACTOR TO PROVIDE A LATERAL LINE FOR FUTURE IRRIGATION. LOCATE IN A VALVE BOX. 6.0 9 1,95HRI-11-1 RIP EE JBUB 35, 91 1,535 SF, 9 9 ABOVE RIGHT MDERGROWD SERVICE ALERT A I CITY OF TEMECULA OPEN SPACE CALL TOLL FREE 1-800-422-413J 29 c ol 10' 20' 40' 60' NORTH N YS BEFORE YOU DIG I CON57RUCTON RECORD OAT I BY I RVASIONS I ACCIDI DA I �to immimilli CONTRACTOR TO PROVIDE A T L T ATERAL LINE FOR FUTURE I I I I IF IRRIGATION. LOCATE IN A VALVE BOX. 4 71 " I I , 14 REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION FUTURE COMMERCIAL SITE B DRIP 2,194 SF CITY OF 2.1 TEMECULA OPEN SPACE MATCHLINE: SEE ABOVE RIGH 1850 %,,,b[,R,,d, S,,L, 100-403 S,,Dwg,,CA92106 619-M-7W3 �.,,S,lClAnd=b.00M BENCH MARK SEIL Dmwn By Chwked B/ SCALE 1p Destgned By I I IJIHM I TJIRM I ri PkIns Papared Und& Sup�ton Of 77M JACHLEWSKI, JR. Date 02-26-20 RL.A No. 4547 MATCHLINE: SEE BELOW LEFT IRRIGATION POINT OF CONNECTION PRESSURE SUPPLY LINE CONTROLLER 0 LATERAL LINE POP-UP BUBBLER SLEEVE OR CONDUIT DRIPLINE TUBING CONTROL WIRE PULL BOX MANUAL FLUSH VALVE 0 AIR RELIEF VALVE ISOLATION BALL VALVE STATION NUMBER GALLONS PER MINUTE CONTROL VALVE WATER USE/IRRIGATION TYPE DRIP CONTROL VALVE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE QUICK COUPLER VALVE MAIN LINE AIR RELIEF IRRIGATION HYDROZONE HYDROZONE#1 LOW WATER USE -SHRUB DRIP HYDROZONE #2 LOW WATER USE - TREE BUBBLER OT05GPM 3/4� SCH AD PVC PIPE 5TO10GPM 1- SCH 40 PVC PIPE 10TO15GPM 1-1/4"SCH 40 PVC PIPE 15T025GPM I.S* SCH 40 PVC PIPE NOTE CONTRACTOR SHALL SIZE ALL _)%TERA�L LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. CITY OF TEMECULA OPEN SPACE L-Li 29' MATCHLINE: SEE SHEET L.2-2 KEY MAP - N.T.S. PA 10 PA 11 -1 PA 12 -2 PARKAND RIDE PA 33A PA 14 SPORTS PARK L z 2 LONG VALLEY WASH III PA 22 z 0 IRESTATION u RECOMMENDED BYL— fszr�!;;� OWEL �/6/20 Cl7wY OF rAFMAFC4VLA DEPARTMENT OF PUBLIC WORKS AI BY: PtIANAW, DATE a/6/20 PA�IIRAMS P.E. BUTTERFIELD STAGE ROAD HOA PARKWAYS R.C.E. No. 44223 MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD C4)1 IRRIGATION PLAN CD LD19-3160 Drcwlpg No. L Ll Ls2mf Sh7L 14 oL27 IRRIGATION LEGEND (ABBREVIATED, SEE SHEET L.2-7 FOR FULL LEGEND) 7 MATCHLINE: SEE SHEET L.2-1 Rp m■ m m = ■ MAINLINE STUB AND PULL BOX WITH 25' III LABELEUGH IRE VALLEY RD PROVIDED TO THIS LOCATION. (REFER TO / RORIPAUGH VALLEY RD LANDSCAPE ------ PLANS FOR P.O.C. INFO) R.O.W. LINE EXISTING SIDEWALK �� PA 12 O �44/ / / Q 7. 1 SHRUB RIP \ 2.087 SF _ REFER BUTTERFIELD STAGE RD / 16 —_—_ MEDIAN LANDSCAPE PLANS / TREE BUB FOR PLANTING AND IRRIGATION / / i I�l. / _- CONTRACTOR TO PROVIDE A LATERAL LINE FOR _ FUTURE IRRIGATION. — LOCATE IN A VALVE BOX. m N41NF At F LWERGROWD SERVICE ALERT o B IIIIII �FRi�ti� CALL TOLL FREE 1-800-422-4133 CON57RUCTION RECORD I DAIS I BY I REVISIONS I ACCDI DATE I BENCH MARK 8.36 F// FUTURE HOA SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) SFF eF<o FFT REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION 0' 10' 20' 40' 60' 1850 %,mblcRaA Snlc 100.403 Snn Dwg,,CA9E106 619-M-7W3 wwm.m5ilcland=bxom NORTH SCALE SEAL �ypSGpF Designed By Dmwn By Checked By p � '➢ �scnlwy,T' y TJ MI TJIRM I TJ RECOMMENDED BY. 0147E 8/6/20 ew'10"�'E Plans Prepared Under Supervision 0/ ACCEPTED " BYPaREcroRore�� ATE 8/6/20 BM JACHLEWSKI, JR. Date 01-18-70 pUBllC woRxs � cRr vkm ��s g a R.C.E. No. 44223 TF OF CAl\F�' RL.A No. 4547 ® IRRIGATION POINT OF CONNECTION PRESSURE SUPPLY LINE CONTROLLER LATERAL LINE 0 POP-UP BUBBLER SLEEVE OR CONDUIT DRIPLINE TUBING CONTROL WIRE PULL BOX MANUAL FLUSH VALVE O AIR RELIEF VALVE N ISOLATION BALL VALVE STATION NUMBER XX — GALLONS PER MINUTE CONTROL VALVE XX WATER USE/IRRIGATION TYPE ODRIP CONTROL VALVE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE QUICK COUPLER VALVE MAIN LINE AIR RELIEF IRRIGATION HYDROZONE HYDROZONE#1 LOW WATER USE -SHRUB DRIP HYDROZONE#2 LOW WATER USE - TREE BUBBLER OT05GPM 3W SCH AO PVC PIPE 5TO10GPM 1-SCH 40 PVC PIPE 10TO15GPM 1-1/4'SCH 40 PVC PIPE 15T025GPM 1.5' SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. C/TY OF TEMEC4VLA KEY MAP - N.T.S. PARKAND PA 33A PA 10 PA 11 -1 PA 12 _2 PA 14 SPORTS PARK z \LONG VALLEY WASH V PA 22 �. f z z IE STATION u 19 O Lim DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATIONPLAN CD LD19.3160 N N Growing No. � Lu L,Z-Z o r z Shrel 15 o/ 27 IRRIGATION LEGEND (ABBREVIATED, SEE SHEET L.2-7 FOR FULL LEGEND) ® IRRIGATION POINT OF CONNECTION PRESSURE SUPPLY LINE CONTROLLER LATERAL LINE 0 POP-UP BUBBLER SLEEVE OR CONDUIT DRIPLINE TUBING CONTROL WIRE PULL BOX MANUAL FLUSH VALVE O AIR RELIEF VALVE ISOLATION BALL VALVE ►t STATION NUMBER GALLONS PERMINUIE CONTROL VALVE *XE WATER USE/IRRIGATION TYPE ODRIP CONTROL VALVE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE QUICK COUPLER VALVE 12 MAIN LINE AIR RELIEF IRRIGATION HYDROZONE HYDROZONE#1 LOW WATER USE -SHRUB DRIP HYDROZONE#2 LOW WATER USE -TREE BUBBLER FUTURE HOA SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION PIPE SIZING CHART 5TO10GM VSCH H40PVC PIPE S T010 GPM 1"SCH 40 PVC PIPE 10TO15GPM 1-1/4' SCH 40 PVC PIPE PA12 15T025GPM 1.5"SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL ALL LATERAL LINES PER PIPE SIZING CHART, IN SHALL INSTANCE INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. 1 IjI LNNGERGROIbVp SERVICE ALERT CALL TOLL fREE 1-800-427-4/33 TWO WORKING pAYG 6EfORE YOUOIG CONSTRUCTION RECORD DALE BY K 8 SHRUB DRIP 2,036 SF \ FFsy s.z *4j �'22 rI iRUB r �50 S 2.5" / CONTRACTOR TO PROVIDE A LATERAL LINE FOR FUTURE IRRIGATION. LOCATE IN A VALVE BOX. FUTURE HOA SLOPE TREES PER SEPARATE FUTURE PLANS (SHOWN FOR REFERENCE ONLY) FS 9.4 H UR B DRIP j CONTRACTOR TO PROVII }— A LATERAL LINE FOR FUTURE IRRIGATION. LOCATE IN A VALVE BOX. y �y — - SHRUB DRIP P� _ ,� 2,1805E � II OPEN w - J KEY MAP - N.T.S. PA 10 PA 11 4 WITHCONTRACTOR VALVE PROVIDE MAINLINE III ri WITH GATE VALVE TO ISOLATE FUTURE Illjljlj/\ • • OPEN PHASE OF CONSTRUCTION. PROVIDE APULL III rPA / SPACE y / 2-WIRE CABLES TO THIS LOCATION.X WITH 36" LOOP OF LABELED uI P' it 'iF� I Ric, REWSIONS I ACCOI DATE I BENCH MARK SCILE C'Fd/ Sy1msGPp.q� YerGcd Nf g ! 9TF OF CAl\FCR� MAINLINE STUB AND PULL BOX WITH LABELED 2-WIRE CABLE PROVIDED TO THIS LOCATION. (REFER TO LOOP ROAD 'I' LANDSCAPE PLANS FOR P.O.C. IN^ '1) Ty <006 0' 10' 20' 40' 60' 1850 Wambl, Ranh Snlc 100.403 Snn Dwg,,CA9E106 619-M-7W3 wwm.m5ilcland=bxom NORTH Designed By Dmwn By Checked by c L TJ MI TJIRM I Ti RECOMMENDED BY..- "DAlE. 8/6/20 Plans Prepared Under Supervision Of ACCEPTED BY.�� �7E 8/6/20 77M JACHLEWSKI, JR. Date 01-26-20 Ra TIIOAtIG v . aREcroR or RUBllC wparG � cRr R.C.E. No. 44223 BL.A No. C/TY OF TEMECMA PA 14 759:11620:1.1 L z LONG VALLEY WASH F Cl PA 22 F z z 0 a �. IRE STATION L6 DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATIONPLAN CD LD19.3160 N N Growing No. � Iii L.Z-3 0 z z Sheet 16 of 27I IL 40 MAINLINE STUB AND PULL BOX WITH LABELED 2-WIRE CABLE PROVIDED TO THIS \ LOCATION. (REFER TO NICOLAS ROAD \ LANDSCAPE PLANS FOR P.O.C. INFO) Al IA 'CONTRACTOR TO PROVIDE A LATERAL LINE FOR FUTURE IRRIGATION. LOCATE IN A VALVE BOX. 6.8HRTRtP / / ISc-- 1HRUB ,735 SF 9 I11�III �� R.O.W. LINE IIIIII CO EXISTING SIDEWALK Q � I!111 �Iif 2.5" 8 TREE B UB / CONTRACTOR TO PROVIDE MAINLINE / WITH GATE VALVE TO ISOLATE FUTURE PHASE OF CONSTRUCTION. PROVIDE A — PULL BOX WITH 36" LOOP OF LABELED 2-WIRE CABLES TO THIS LOCATION. ' �� �� � / Cyr/NF� / 1 - S 4 `� FF o �F R/GyT - UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-413J CONSTRUC77ON RECORD I 047E I BY I REVISIONS im 5.1 2''9T cy�'tiF. SFF syF F ti ��3 / °pry♦ MAINLINE STUB AND PULL BOX WITH LABELED 2-WIRE CABLE PROVIDED TO THIS LOCATION. (REFER TO LOOP ROAD LANDSCAPE PLANS FOR P.O.C. INFO) SPORTS PARK BENCH MARK I REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION PRIVATE PROPERTY (NOT A PART) MATCHLINE: SEE SHEET L.2-5 SmD,Im CA 9210 6IDLLaoi s."u�ae". �+9zms e19.7esasm NORTH /ir// 1,1 SPORTS PARK o� 0' 10' 20' 40' 60' SCALE SEAL SCAP Designed By Drawn By Checked By P Ig 4 TJ M TJ M TJ 1 .. Plops Prepared Under Supervision O/ 77M JACHLEWSM,, ✓R. Date 02-26-20 YN<al st „ , 9 03g lF OF CAI\FOQ' R.L.A. No. 4547 IRRIGATION LEGEND (ABBREVIATED, SEE SHEET L.2-7 FOR FULL LEGEND) isIRRIGATION POINT OF CONNECTION PRESSURE SUPPLY LINE CONTROLLER O POP-UP BUBBLER LATERAL LINE DRIPLINE TUBING SLEEVE OR CONDUIT MANUAL FLUSH VALVE CONTROL WIRE PULL BOX / O AIR RELIEF VALVE RECOMMENDED 6K6/6/20 �� / DWE ACCEPTED BY. P.;rA Tt&w, ATE 8/6/20 PA T//OMAS P. MRECIOF OF PU&/C IIf7RH5 � Ci0' E R.C.E. No. 4422J ►t ISOLATION BALL VALVE STATION NUMBER — GALLONS PER MINUTE CONTROL VALVE XX WATER USE/IRRIGATION TYPE ODRIP CONTROL VALVE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE QUICK COUPLER VALVE MAIN LINE AIR RELIEF IRRIGATION HYDROZONE HYDROZONE#1 LOW WATER USE -SHRUB DRIP HYDROZONE#2 LOW WATER USE -TREE BUBBLER OT05GPM 3/4' SCH 40 PVC PIPE 5TO10GPM VSCH 40 PVC PIPE 10TO15GPM 1-1/4"SCH 40 PVC PIPE 15 TO 25 GPM ITSCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. C/TYOF TEMECif" KEY MAP - N.T.S. PA 10 PA 11 —� PA 12 2 PARK AND RIDE PA 33A PA 4 SPORTS PARK L z LONG VALLEY WASH 0 PA 22 �. U) z z 0 IRE STATION C7 K 0 DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD LD194160 I ! N N Omwing Na. � L.Zm c z Sheet 17 o/ 27 LNNOERGROWD SERVICE ALERT CONSTRUCTION RECORD I Dare CALL TOLL FREE 1-800-422-4133 i I 11 i REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION PRIVAT PROPER (NOT A PA LINE: SEE SHEET L.24 II LilL., t� Q O w 'W V Q H 0 w_ LLLNL. I.A— w r M� W :XISTING SIDEWALK T/. MATCHLINE: SEE ABOVE RIGHT REVISIONS I ACCDI DATf I BENCH MARK I SPORTS PARK JSC4LEC'RSy1l05GRp,�'➢ » n1ey,�'9�y Nf g ! 9TF aF CAl\F�� Its I REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION PRIVATE PROPERTY (NOT A PART) IRRIGATION LEGEND (ABBREVIATED, SEE SHEET L.2-7 FOR FULL LEGEND) ® IRRIGATION POINT OF CONNECTION PRESSURE SUPPLY LINE CONTROLLER LATERAL LINE 0 POP-UP BUBBLER SLEEVE OR CONDUIT DRIPLINE TUBING CONTROL WIRE PULL BOX MANUAL FLUSH VALVE O AIR RELIEF VALVE N ISOLATION BALL VALVE STATION NUMBER — GALLONS PER MINUTE CONTROL VALVE XX WATER USE/IRRIGATION TYPE ODRIP CONTROL VALVE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE QUICK COUPLER VALVE MAIN LINE AIR RELIEF IRRIGATION HYDROZONE HYDROZONE#1 LOW WATER USE -SHRUB DRIP HYDROZONE#2 LOW WATER USE - TREE BUBBLER OT05GPM 3W SCH AO PVC PIPE 5TO10GPM 1-SCH 40 PVC PIPE 10TO15GPM 1-1/4'SCH 40 PVC PIPE 15T025GPM 1.5' SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. KEY MAP - N.T.S. PARKAND PA 33A PA 10 PA 11 -1 PA 12 2 PA 14 SPORTS PARK z \LONG VALLEY WASH F PA 22 w F z 0 IE STATION Q cc 0 LL MATCHLINE: SEE SHEET L.2-6 0' 10' 20' 40' 60, 1850 %,mbl, Raub Snm 100.403 Snn Dwg,,CA9E106 619-M-7W3 wwm.m5ilelenJertM1<om NORTH Designed By Drawn By Checked 6)' C L � C/TY OF TEMECMA DEPARTMENT OF PUBLIC WORKS TJ M TJ M TJ RECOMMENDED BY.' "�T� 0147E 6/6/20 Plans Prepared Under Supervision Of ACCEPTED BY.�� ATE 8/6/20 7/M JACHLEWSKI, JR. Date 01-26-20 RA 7IlOAt6' e . C4)1 BUTTERFIELD STAGE ROAD HOA PARKWAYS R.CE. No A MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD RL.A No. 4547IRRIGATIONPLAN CD LD19.3160 N N Growing No. � W r L.Z-5 a G z z Sheet 18 0/ 27 d 11 PRIVATE PROPERTY (NOT A PART) i 111 F-HI I II REFER BUTTERFIELD STAGE RD MEDIAN LANDSCAPE PLANS FOR PLANTING AND IRRIGATION � LNNGERGROIbVp SERVICE ALERT CALL TOLL fREE 1-800-427-4/33 TWO WORKING pAYG 9EFORE YOUOIG CONSTRUCTION RECORD 047E BY I o tw MATCHLINE: SEE SHEET L.2-5 I I EXISTING SIDEWALK R.O.W. LINE (U TREE BUB PI 7.8 Imis `� I m "Y16146 MATCHLINE: SEE ABOVE RIGHT REVISIONS I ACC Di DATE I BENCH MARK PA 22 I PRIVATE PROPERTY (NOT A PART) III MATCHLINE: SEE BELOW LEFT mommmmmmmmmm EXISTING SIDEWALK I PA-22 T i R.O.W. LINE Q O w W 0 rrQ vJ J W LL af LI..I IL- r MD 00 l I — (U CANTRELL MAINLINE STUB AND PULL BOX WITH LABELED 2-WIRE CABLE PROVIDED TO ROAD , THIS LOCATION. (REFER TO LOOP ROAD LANDSCAPE PLANS FOR P.O.C. INFO) PA-22 SOUTHLOOP ROAD IRRIGATION LEGEND (ABBREVIATED, SEE SHEET L.2-7 FOR FULL LEGEND) ® IRRIGATION POINT OF CONNECTION PRESSURE SUPPLY LINE CONTROLLER 0 LATERAL LINE POP-UP BUBBLER w. SLEEVE OR CONDUIT DRIPLINE TUBING CONTROL WIRE PULL BOX MANUAL FLUSH VALVE O AIR RELIEF VALVE N ISOLATION BALL VALVE STATION NUMBER — GALLONS PER MINUTE CONTROL VALVE XX WATER USE/IRRIGATION TYPE ODRIP CONTROL VALVE (L=LOW, M=MEDIUM, H=HIGH) VALVE SIZE QUICK COUPLER VALVE MAIN LINE AIR RELIEF IRRIGATION HYDROZONE HYDROZONE#1 LOW WATER USE -SHRUB DRIP HYDROZONE#2 LOW WATER USE - TREE BUBBLER OT05GPM 3W SCH 40 PVC PIPE 5TO10GPM 1-SCH 40 PVC PIPE 10TO15GPM 1-1/4'SCH 40 PVC PIPE 15T025GPM 1.5' SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. MATCHLINE: SEE BELOW LEFT Sod I 1 1,822 SF 6 21, TREE _ O BUS a/--• ' 1 w 1 \ EXISTING SIDEWALKLi 1 j ' f R.O.W. LINE _ w r{...... 1 1 _ 2SS 1 U. VATE ll� PROIPERTY 1 LLI 1 (NOT A PART)FIRE 1 1 1 STATION MD 1 W 1 � 1 EXISTING SIDEWALK "LIMIT .O.W. LINE MATCHLINE: SEE ABOVE RIGHT REFER BUTTER MEDIAN LA FOR PLANTING 0' 10' 20' 40' 60' DSO WamM1ICR0u4Snm 100.403 OF WOR Snn Dwg,,CA9E106 6194M-7W3 wwm.m5ilelenJertM1<om NORTH SOILE C'FAl �ypSGpE Designed By Dmwn By Checked By p � TJ M TJ RM TJ '➢ �M1cnlwy,T' y RECOMMENDED BY. 047E. 6/6/20 KP'10"� .E Plans Pmpamd Under Supervision 0/ ACCEPTED BY.' P qTt w , LN7E 8/6/20 " .Nj9 77M JACHLEWSKI, JR. Date 01-26-20 Pa IIlOAt6' e . aREcroR or Rrl�Tc wparG � cRr v tam g �i TF R.C.E. No. 44223 OF CAl\FCR' RL.A No. 4547 C/TY OF TEMEC4VLA FIRE STATION u11 KEY MAP - N.T.S. PARKAND PA 33A PA 10 PA 11 -1 PA 12 2 PA 14 SPORTS PARK z \LONG VALLEY WASH F PA 22 w F z O IE STATION Q C O LL DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATIONPLAN CD LD19.3160 N N Growing No. � Lu L.Z-6 0 r z Sheet 19 o/ 27 IL MAINTENANCE SCHEDULE IRRIGATION LEGEND IRRIGATION NOTES WEEKLY ITEMS CHECK FLOW RATES FROM THE SMART CONTROLLER ON A DAILY BASIS TO CONFIRM THAT THE FLOWS FOR EACH CONTROL VALVE ARE CONSISTENT EVERY DAY. MONTHLY ITEMS CHECK AND CLEAN THE BASKET STRAINER OR BACKFLOW STRAINER SCREEN(S). DRIP IRRIGATION SYSTEM SHALL BE FLUSHED OF ALL ACCUMULATED DEBRIS. CHECK ALL MANUAL FLUSH VALVES TO CONFIRM THAT THEY ARE OPERATING CORRECTLY AND THAT THE FLUSHED AREA IS NOT OVER SATURATED. IF OVER SATURATION OCCURS CORRECT THE PROBLEM AN NOTE IT IN ANNUAL REPORT. PROVIDE A REPORT IN A CHECKLIST FORM SHOWING WHAT WAS THE PROBLEM, DATE THE PROBLEM WAS FIRST KNOW, WHEN THE PROBLEM WAS CORRECTED, WHO CORRECTED THE PROBLEM. THIS REPORT SHALL BE TURNED OVER TO THE OWNER OR OWNER'S REPRESENTATIVE BY THE FIRST WEEK OF EACH MONTH. YEARLY ITEMS VERIFY THE SMART CONTROLLER SERVICE IS OPERATIONAL AND CONFIRM ITS RENEWAL DATE. VERIFY THAT THE CURRENT TO THE REMOTE CONTROL VALVES IS WITHIN A MANUFACTURER'S ACCEPTABLE RANGE. IF IT IS NOT, REPLACEMENT OF THE SOLENOID IS RECOMMENDED. SHOULD THIS NOT CORRECT THE ISSUE ADDITION TROUBLE SHOOTING SHALL BE PERFORMED. WDERGROWD SERVICE ALERT CONSTRUC77ON RECORD im CALL TOLL FREE 1-800-422-413J IRRIGATION HYDROZONE HYDROZONE#1 LOWWATER USE -SHRUB DRIP HYDROZONE#2 LOW WATER USE -TREE BUBBLER PIPE SIZING CHART 0 TO GPM 314"SCH 40 PVC PIPE 6TO10GPM 1"SCH 40 PVC PIPE 10 TO 15 GPM 1-1/4" SCH 40 PVC PIPE 15 TO 25 GPM 1.5"SCH 40 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. REVISIONS ITEM MANUFACTURER MODEL DESCRIPTION DETAIL TREE BUBBLER 0 POP-UP BUBBLER HUNTER PROS-06-PRS-30-CV / PCN-50 SUB -SURFACE SHRUB DRIPLINE --- IIIIIIIIIII DRIPLINE TUBING NETAFIM TECHUNETLHCVXR5-18 _ _- IIIIIIIIIII (THE MAXIMUM SQUARE FEET OF ANY DRIP VALVE SHALL BE 2,500 SQUARE FEET) -_-- LLLLLI IIIII IIIIII NO SYMBOL SWING CHECK VALVE ND$ KSC-(LINE SIZE)S NO SYMBOL SPRING CHECK VALVE ND$ KO(UNE SIZE) $ m MANUAL FLUSH VALVE MANUAL FLUSH VALVE O AIR RELIEF VALVE HUNTER PLD-ARV NISOLATION BALL VALVE NDS BTU OR WILT (SEE DETAILS) LINE SIZE CONTROL VALVE HUNTER ICV-101G-F$-AS-ADJ ICV-151G-FSAS-ADJ © DRIP CONTROL VALVE HUNTER ICZ-101-00 ICZ-151-00-XL QUICK COUPLER VALVE HUNTER H044-LRC-AW MAIN LINE AIR RELIEF NETAFM 65ARIB1-B IN MEN IN PRESSURE SUPPLY LINE ASAPPROVED CLASS 315 PVC(T) $CH 40 PVC (UNDER 2.Y) LATERAL LINE ASAPPROVED SCH40PVC MENNEN SLEEVE OR CONDUIT ASAPPROVED SCH40PVC -....- NO SYMBOL THRUSTSLOCKS ASAPPROVED (2) PROS-O6-PRS30-CV POP UP WITH PCN-50 (0.50 GMP) 1-17 SYMBOL INDICATES 2 POP UP BUBBLER PER TREE (1 GPM PER TREE) LANDSCAPE DRIPLINE TUBING (0.53 GPH/ 18" EMITTER SPACING) INSTALL TUBING 1-09,1-10, 1-11 ROWS A MAXIMUM OFI8' APART IN PLANTING AREAS. ALL TUBING SHALL BE 1-12,1-14 INSTALLED 3- BELOW FINISHED $OIL GRADE W/ 9- WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL PER DETAILS AND MANUFACTURERS SPECIFICATIONS. SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE EMITTERS SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE EMITTERS 56,. AIRNACUUM RELIEF VALVE INSTALLED WITH COMBINATION PLD-075 TEE 1-20 AND A 3/4" X 1/2' REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTED AREA AND MINIMUM 1 ARV PER 500' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIP LINE LATERALS WITHIN THE ELEVATED AREA. by V ICV SERIES W/ PRESSURE REGULATOR (5 TO 20 GPM) 1-04, 1-06 1.5" ICV SERIES W/ PRESSURE REGULATOR (20 TO 50 GPM) V COMMERCIAL DRIP CONTROL ZONE KIT WI WE FILTER AND PR (0.3 TO 20 GPM) 1-05, 1-06 1.5" COMMERCIAL DRIP CONTROL ZONE KIT WI WE FILTER AND PR(20 TO 60 GPM) HO VALVE, LOCKING RUBBER YELLOW COVER, ACME KEY SOCKET, 1-16 ANTI -ROTATION WINGS VALVE TO BE INSTALLED ON MAINLINE WITHIN A IT VALVE BOX 1-22 REFER TO DETAIL FOR INSTALLATION 1-18, 1-19 REFER TO DETAIL FOR INSTALLATION DEPTH 1-18, 1-19 PVC PIPE SHALL BE TWICE THE DIAMETER OF PIPE 1-18, 1-19 (SEE 2 WIRE CABLE DESCRIPTION FOR WIRE CONDUIT) PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVE ALL DRIVEWAYS AND SIDEWALK CROSSINGS. EXTEND 2' PAST CURB EDGE. INSTALL CONCRETE THRUST BLOCKS ON MAINLINE 2.5' AND LARGER 1.23 1 STATION DECODER HUNTER ICD-100 SINGLE STATION DECODER WITH SURGE -PROTECTION AND GROUND WIRE NO SYMBOL 2 STATION DECODER HUNTER ICD-200 2-STATION DECODER WITH SURGE -PROTECTION AND GROUND WIRE 4 STATION DECODER HUNTER ICD400 4-STATION DECODER WITH SURGE -PROTECTION AND GROUND WIRE CONTROL WIRE PULL BOX PULL BOX WITH 36-LOOP OF 2-WIRE CABLES. (REFER TO PLAN FOR LOCATION) 1-21 IRRIGATION POINT OF CONNECTION Cl (REFER TO MURRIETA HOT SPRINGS RD LANDSCAPE PLANS FOR LOCATION) CONTROLLER HUNTER A C-75DSS / PED-SS (225 STATION CAPACITY DECODER CONTROLLER; 2 WIRE PATH) (4 STATIONS USED) WSSSEN CONTROLLER (REFER TO MURRIETA HOT SPRINGS RD LANDSCAPE PLANS) IRRIGATION POINT OF CONNECTION H2 (REFER TO RORIPAUGH VALLEY RD LANDSCAPE PLANS FOR LOCATION) ® CONTROLLER HUNTER A C-75DSS / PED-SS (225 STATION CAPACITY DECODER CONTROLLER; 2 WIRE PATH) IS STATIONS USED) WSSSEN CONTROLLER (REFER TO RORIPAUGH VALLEY RD LANDSCAPE PLANS) IRRIGATION POINT OF CONNECTION H3 (REFER TO NICOLAS RD LANDSCAPE PLANS FOR LOCATION) ® CONTROLLER HUNTER A C-75DSS / PED-SS (225 STATION CAPACITY DECODER CONTROLLER; 2 WIRE PATH) =STATIONS WSSSEN CONTROLLER (REFER TO NICOLAS RD LANDSCAPE PLANS) H4 11 IRRIGATION POINT OF CONNECTION H4 (REFER TO LOOP RD LANDSCAPE PLANS FOR LOCATION) CONTROLLER HUNTER A C-75DSS/PED-$S WSSSEN IRRIGATION POINT OF CONNECTION H9 (REFER TO LOOP RD LANDSCAPE PLANS FOR LOCATION) CONTROLLER HUNTER A C-75DSS/PED-$S WSSSEN NO SYMBOL 2 WIRE CABLE HUNTER ID2BLU NO SYMBOL WIRE CONNECTIONS 3M DBR/Y-6 N D SYMBOL2 IE CBWM19nfftINING PzVBUffffiJT6R ALL LANDSCAPE CONTRACTORS CONTACT HUNTER AREA SPECIFICATION MANAGER CHRIS ROESINK @ 760-703-2474 FOR TRAINING (225 STATION CAPACITY DECODER CONTROLLER; 2 WIRE PATH) (22 STATIONS USED) CONTROLLER (REFER TO LOOP RD LANDSCAPE PLANS) (225 STATION CAPACITY DECODER CONTROLLER; 2 WIRE PATH) IS STATIONS USED) CONTROLLER (REFER TO RORIPAUGH VALLEY RD LANDSCAPE PLANS) 1. THESE PLANS WERE PREPARED USING BASE INFORMATION PROVIDED BY RICK ENGINEERING. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACCURACY OF THE PLANS COMPARED TO ACTUAL FIELD CONDITIONS PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. IF THERE ARE DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO WORK OUT A SOLUTION AGREEABLE TO THE OWNER. IF THE CONTRACTOR FAILS TO NOTIFY THE OWNER OF THE DISCREPANCIES PRIOR TO BEGINNG WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL LABOR AND MATERIALS AS DIRECTED BY THE OWNER TO RESOLVE SUCH DISCREPANCIES AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES PRIOR TO ORDERING MATERIALS AND BEGINNING WORK. THE CONTRACTOR SHALL CLEARLY MARK ALL UTILITIES AND SHALL BE RESPONSIBLE FOR PRESERVING ALL UTILITIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR REPAIRING DAMAGED UTILITIES AT NO ADDITIONAL COST TO OWNER. 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. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND VERIFYING ALL CONDUIT AND IRRIGATION SLEEVING WITH OTHER CONSTRUCTION TRADE CONTRACTORS. 5. THE LANDSCAPE IRRIGATION SYSTEM SHALL BE DESIGNED AND MAINTAINED TO PREVENT SPRAY ON STRUCTURES. FIELD ADJUST ALL SPRINKLERS TO ELIMINATE OVERSPRAY ONTO BUILDINGS, STRUCTURES, WALLS, SIDEWALKS, DRIVEWAYS, OR HARDSCAPE. 6. OBTAIN A STATIC WATER PRESSURE READING AT THE POINT -OF -CONNECTION PRIOR TO PROCEEDING WITH INSTALLATION. IF THE WATER PRESSURE FOUND IS DIFFERENT THAN SHOWN ON PLANS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF RECORD FOR FURTHER INSTRUCTIONS. 7. IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE IRRIGATION SYSTEM PER MANUFACTURER'S RECOMMENDATIONS AND ADJUSTING THE SYSTEM AS -NEEDED TO ACHIEVE UNIFORM COVERAGE. 8. THE "SMART" CONTROLLER SHALL 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 MONITOR IRRIGATION AND FINE-TUNE THE CONTROLLER SETTINGS FOR 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 RUN. BUNDLE IN BOX. 10. PROVIDE WIRE SLEEVES AT EACH PRESSURE SUPPLY LINE SLEEVE PER DETAILS AND SPECIFICATIONS. 11. REDUCED PRESSURE BACKFLOW DEVICE SHALL BE CERTIFIED BY A STATE CERTIFIED BACKFLOW TESTOR. 12. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TWO -WIRE CABLE TO BE INSTALLED ON 1.25" $CH 40 PVC CONDUIT. 1-20 USE DSR/Y-6 WIRE CONNECTIONS ON VALVE TO DECODER CONNECTION, STATION NUMBER AND ALL SPLICES AND END POINTS ON TWO -WIRE PATH. /A XX GALLONSPERMINUTE "DBY" OR "DBR" DIRECT BURY SPLICE KITS, FOR USE ON ALL WIRE CONNECTIONS. 1-20 XX WATER USE/ IRRIGATION TYPE INSTALL W EARTH GROUNDING ROD AT LEAST T ADJACENT TO CONTROLLER AND (L=LOW, M=MEDIUM, H=HIGH) PERPENDICULARTO ANY WIRE PATH LEAVING THE CONTROLLER. CONNECT TO VALVE SIZE CONTROLLER WITH A6 AWG / 13 MM GROUNDING WIRE. INSTALL GROUNDING ROD AND PLATE PER ASIC RECOMMENDATIONS, AT EVERY 12TH DECODER, OR 1000 FT OF WIRE RUN WHICHEVER IS SHORTER, AND AT FINAL DECODER IN ANY WIRE RUN. I HAVE COMPLIED WITH THE CRITERIA OF THE STATE AND LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN. N50 Womble R" SmS100403 S,,D,, ,G92106 619.795.9603 nmransii]w ,mhx,m BENCH MARK SCALE .p iw�4TJ Ste' SGPER.L.A. igned By Drawn By Checked By RECOMMENDED BY..047E. 8/6/20 M TJ M TJ MEN Plops Prepared Under Supervision 0/ PAMH4TV4"L ACCEPTED BY. ATE 8/5/20 " a HLEWSKI, ✓R. Date 02-26-20 PA IROM4S P. F IIYn6(S Ci0' EINYVEW YN<al mr uzg s ? lF o. 4422 R.C.E. No. 44273 RCE. OF CAI\FOQ' . 4547 IMMENSENESS MONSOON C/TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION LEGEND & NOTES N 019.3160 to N N Drawing No. IILM EI L.Z-7 c z Sheet 20 o/ 27 PRESSURE LOSS CALCULATIONS STATIC WATER PRESSURE POC # C-1: 59 PSI WORST CASE VALVE NO: CI-4 WORST CASE VALVE SIZE: 1- WORSE CASE VALVE GPM: 14 PIPE PIPE LATERAL LINE SECTION TYPE SIZE A. TOTAL LATERAL SYSTEM LOSS: PIPE PIPE MAINLINE SECTION TYPE SIZE A CLASS 315 2.5" LENGTH GPM LENGTH GPM 1,528' 14 PSI LOSS 3.5 PSI LOSS 1.2 B. TOTAL MAINLINE SYSTEM LOSS: 1.2 MISCELLANEOUS LOSS/ GAIN WATER METER: 0.4 BACKFLOW PREVENTER 12.0 MASTER CONTROL VALVE/ FLOW SENSOR: 2.5 BALL VALVE(S) 0.3 CONTROL VALVE 2.9 HEAD LOSS/ GAIN IN SYSTEM (ELEVATION X 0.433 = PSI (+39.4) C. TOTAL MISC. LOSS/ GAIN -21.3 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) -16.6 E. FITTING LOSSES (15%OF TOTAL LOSSES) 2.49 F. MIN.REQUIRED PR ESSUREAVALIABLEAT HEAD 40 G. DESIGN PRESSURE (D+E+F) 26.9 H. PRESSURE AVAILABLE(REQUIRED) AT POINT -OF -CONNECTION 59 RESIDUAL PRESSURE 33.1 CITY OF TEMECUTA COMMUNITTY SERVICES DISTRICT PROJECTED LANDSCAPE IRRIGATION WATER USE POC C-1 Hydrozone Number Process Step N. 1 2 Evaporation Rate Temecula = 55.4 in./yr. 1 55.4 55.4 Area of Hydrozone (sq. ft.) 2 3,360 92 Plant coefficient (KC) (Seetable N. 3) 3 0.2 0.3 Irrigation system Distribution Efficiency(See table N 1) 4 0.90 0.85 Proposed Irrigation Operation Efficiency (See table N. 2) 5 0.85 0.85 Yearly plant Water Demand (Step I x Step 3) result in(in./yr.) 6 11.1 16.6 Total Area Water Demand (Step 6 x Step 2) result in( in./tr.) 7 37,229 1,529 Irrigation Efficiency (Step 4 x Step 5) 8 0.77 0.72 Hydrozone Water Demand (cu. ft.) (Step 71 Step 8) result in (cu. ft.) 9 48,665 2,116 Allowable Project Demand (cu. Ft.) (Step I x the total of all step 2's) 10 191,241 Cubic Feet Per Year Tote l of all Hydrozone Water Demands 11 50,781 Cubc Feet Per Year Hydrozone 1- Shrub CHIP Hydrozone 2 - Tree Bubbler LYDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CONSTRUCTION RECORD PRESSURE LOSS CALCULATIONS STATIC WATER PRESSURE POC # H-2: 88 PSI WORST CASE VALVE NO: 1-12-14 WORST CASE VALVE SIZE: V WORSE CASE VALVE GPM: 18 PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A. TOTAL LATERAL SYSTEM LOSS: 3.5 PIPE PIPE PSI MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS A CLASS 315 2.5" 1,407' 18 1.7 B. TOTAL MAINLINE SYSTEM LOSS: 1.7 IT, IRIS] g4Flo Sw11LY4bY.YLHAI: WATER METER: 0.6 BACKFLOW PREVENTER 12.0 MASTER CONTROL VALVE/ FLOW SENSOR: 2.6 BALL VALVE(S) 0.4 CONTROL VALVE 2.6 HEAD LOSS/ GAIN IN SYSTEM (ELEVATION X 0.433 = PSI (+30.3) C. TOTAL MISC. LOSS/ GAIN -12.1 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) -6.9 E. FITTING LOSSES (15%OF TOTAL LOSSES) 1 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 G. DESIGN PRESSURE (D+E+F) 34.1 H. PRESSURE AVAILABLE(REQUIRED) AT POINT -OF -CONNECTION 88 3*11111100=1i-bY11:7 CITY OF TEMECUTA COMMUNITTY SERVICES DISTRICT PROJECTED LANDSCAPE IRRIGATION WATER USE MC H-2 Hydrozone Number Procss Step N. Step N. 1 2 Evaporation Rate (in./yr.) Temecula = 55.4 in./yr. 1 55.4 55.4 Area of Hydrozone (sq. ft.) 2 8,582 240 Plant coefficient (KC) (Seetable N. 3) 3 0.2 0.3 Irrigation system Distribution Efficiency (See table N 1) 4 0.90 0.85 Proposed Irrigation Operation Efficiency(See table N. 2) 5 0.85 0.85 Yearly plant Water Demand (Step I x Step 3) result in(in./yr.) 6 11.1 16.6 Total Area Water Demand (Step 6 x Step 2) result in( in./tc) 7 95,089 3,989 Irrigation Efficiency (Step 4 x Step 5) 8 0.77 0.72 Hydrozone Water Demand (cu. ft.) (Step 71 Step B) result in (cu. ft.) 9 124,299 5,521 Allowable Project Demand (cu. Ft.) (Step I x the total of all step 2's) 10 499,739 Cubic Feet Per Year Tote l of all Hydrozone Water Demands 11 129,820 Cubc Feet Per Year vc cc oG 4 Afl,..,.. W. D.,,le.+ne...-..A Hydrozone 1- Shrub Drip Hydrozone 2 - Tree Bubbler PRESSURE LOSS CALCULATIONS STATIC WATER PRESSURE POC # H-4: 92 PSI WORST CASE VALVE NO: 1-14-83 WORST CASE VALVE SIZE: 1' WORSE CASE VALVE GPM: 8.7 PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A SCH 40 1. 10, 8.7 0.02 B SCH 40 3/4' 70' 5 1.69 A. TOTAL LATERAL SYSTEM LOSS: 1.71 PIPE PIPE PSI MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS A CLASS 315 W 3,106' 8.7 0.31 B SCH 40 2.5" 2.148 8.7 0.64 B. TOTAL MAINLINE SYSTEM LOSS: 0.95 MISCELLANEOUS LOSS/ GAIN WATER METER: 6.2 BACKFLOW PREVENTER 12.0 MASTER CONTROL VALVE/ FLOW SENSOR: 2.6 BALL VALVE(S) 1.6 CONTROL VALVE 4.5 HEAD LOSS/ GAIN IN SYSTEM (ELEVATION X 0.433 = PSI 6.9 PRESSURE LOSS CALCULATIONS STATIC WATER PRESSURE POC # H-9: 106 PSI WORST CASE VALVE NO: H9-2 WORST CASE VALVE SIZE: 1' WORSE CASE VALVE GPM: 7.2 PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A. TOTAL LATERAL SYSTEM LOSS: 3.5 PIPE PIPE PSI MAINLINE SECTION TYPE SIZE LENGTH GPM LOSS A SCH 40 2" 165, 7.2 0.1 B CLASS 315 3" 4,206' 7.2 0.4 B. TOTAL MAINLINE SYSTEM LOSS: 0.5 MISCELLANEOUS LOSS/ GAIN WATER METER: 0A BACKFLOW PREVENTER 12.0 MASTER CONTROL VALVEI FLOW SENSOR: 2.4 BALL VALVE(S) 1.4 CONTROL VALVE 3.1 HEAD LOSS/ GAIN IN SYSTEM (ELEVATION X 0.433 = PSI (+3) b]�P]G14LLI6YN44bX1LwE1G [•" D. TOTAL SYSTEM LOSS/ GAIN A+B+C) 20 C. TOTAL MISC. LOSS/ GAIN 33.8 E. FITTING LOSSES (15% OFT 1 AL LOSSES) 3 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) 36.5 G. DESIGN PRESSURE (D+E+F) 63 E. FITTING LOSSES(15% OF TOTAL LOSSES) 5.5 H. PRESSURE AVAILABLE(REQUIRED) AT POINT -OF -CONNECTION 105 F. MIN. REQUIRED PRESSURE AVALIABLE AT HEAD 40 G. DESIGN PRESSURE (D+E+F 82 RESIDUAL PRESSURE 42 H. PRESSURE AVAILABLE(RE UIRED)ATPOINT-OF-CONNECTION 92 RESIDUAL PRESSURE 10 CITY OF TEMECUTA COMMUNITTY SERVICES DISTRICT PROJECTED LANDSCAPE IRRIGATION WATER USE POC H-4 Hydrozone Number Procss Step N. Step N. 1 2 Evaporation Rate Temecula = 55.4 in./yr. 1 55.4 55.4 Area of Hydrozone (sq. ft.) 2 16,184 TEA Plant coefficient (KC) (Seetable N. 3) 3 0.2 0.3 Irrigation system Distribution Efficiency(See table N 1) 4 0.90 0.85 Proposed Irrigation Operation Efficiency(See table N. 2) 5 0.85 0.85 Yearly plant Water Demand (Step I x Step 3) result in(in./yr.) 6 11.1 16.6 Total Area Water Demand (Step 6 x Step 2) result in( in./tr.) 7 179,319 2,726 Irrigation Efficiency (Step 4 x Step 5) 8 0.77 0.72 Hydrozone Water Demand (cu. ft.) (Step 71 Step 8) result in (cu. ft.) 9 234,404 3,773 Allowable Project Demand (cu. Ft.) (Step I x the total of all step 2's) 10 905,679 Cubic Feet Per Year Tote l of all Hydrozone Water Demands 11 238,176 Cubic Feet Per Year Dc an oG ..f Afl.,...W. D.,,Ie.+ne......A Hydrozone 1- Shrub CHIP Hydrozone 2 - Tree Bubbler LY VIt 1850 WamblcRan4 Snlc 100.403 Snn Dicyµ CA9E106 619495-0603 w .mS,1C1And=b.00M REV75/ONS ACCD CIE BENCH YM4K SCALE SEAL' fR.L.A signed By Omwn By Checked by 1p M TJ M TJ Plans Prepared Under Supervsion O/ CHLEWSKI, JR. Date 01-26-20 o. 4547 RECOMMENDED 6Y� �� �/� �lE 6/6/20 ACCEPTED BY..- P�WRTklnw 047E 8/6/20 PAIRCAnAIMS PT DwECT09 or PUBllC woRxs � oTr R.C.E. No. 44223 CITY OF TEMECUTA COMMUNITTY SERVICES DISTRICT PROJECTED LANDSCAPE IRRIGATION WATER USE POC H-9 Hydrozone Number Procss Step N. Step N. 1 2 Evaporation Rate Temecula = 55.4 in./yr. 1 55.4 55.4 Area of Hydrozone (sq. ft.) 2 1,650 24 Plant coefficient (KC) (Seetable N. 3) 3 0.2 0.3 Irrigation system Distribution Efficiency(See table N 1) 4 0.90 0.85 Proposed Irrigation Operation Efficiency(See table N. 2) 5 0.85 0.85 Yearly plant Water Demand (Step I x Step 3) result in(in./yr.) 6 11.1 16.6 Total Area Water Demand (Step 6 x Step 2) result in( in./tc) 7 18,282 399 Irrigation Efficiency (Step 4 x Step 5) 8 0.77 0.72 Hydrozone Water Demand (cu. ft.) (Step 71 Step B) result in (cu. ft.) 9 23,898 552 Allowable Project Demand (cu. Ft.) (Step I x the total of all step 2's) 10 9Z740 Cubic Feet Per Year Tote l of all Hydrozone Water Demands 11 24,450 Cubic Feet Per Year Dc ac oG 4 Afl..... We D.,,Ie.+ne......A Hydrozone 1- Shrub Drip Hydrozone 2 - Tree Bubbler CITY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION CALLS z 0 F F z z 0 c� z 0 1.16 CD LD19.3160 N N Crowing No. � LU F Ls2W o r z Shret 21 o/ 27 1 2. 3. 4. 5. 6. 7. 1. IRRIGATION CONTROLLER. INSTALL CONTROLLER, CABINET AND PEDESTAL PER MANUFACTURER'S RECOMMENDATIONS. 2. POWER SUPPLY WIRE 3. 1-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR POWER SUPPLY 4. GROUND WIRE AND CONDUIT, MIN. 1.5". GROUND PER ASIC GUIDELINES 5. CONCRETE PAD: 6-INCH MINIMUM THICKNESS 6. FINISH GRADE 7. COMPACTED SUBGRADE 8. 3-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL FOR STATION WIRES 9. FLOW SENSOR WIRE TO FLOW SENSOR 10. MASTER VALVE AND REMOTE CONTROL VALVE WIRES CONTROLLER IN PEDESTAL SCALE: N.T.S. (FOR REFERENCE ONLY) 4. 5. 6. 7. 8. 9. 10. 11. 1. TOP OF MULCH 2. VALVE BOX WITH COVER 3. 30-INCH LENGTH OF WIRE, COILED - PROVIDE WATERPROOF CONNECTION AT SPLICE 4. CONTROL ZONE KIT- RAINBIRD XCZ-100-PRB-COM (INCLUDES BALL VALVE, 10OPESB VALVE, QKCHK100 BASKET FILTER AND PSI-M40X-100 PRESSURE REGULATOR) 5. PVC SCH 80 NIPPLE, CLOSE 6. PVC SCH 80 UNION FOR SERVICING ASSEMBLY 7. PVC SCH 40 MALE ADAPTER 8. PVC LATERAL 9. 3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL 10. BRICK (4) LOCATIONS 11. PVC PRESSURE SUPPLY MAINLINE 12. PVC SCH 80 NIPPLE DRIP CONTROL VALVE 1" WITH BASKET FILTER SCALE: N.T.S. LWERGROWD SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CONSTRUCTION RECORD I DATE I BY I REWTSIONS 1. 2. 3. 4. 5. 6. 7. 8. 1. 10" ROUND VALVE BOX (DO NOT CUT) 2. TOP OF MULCH (OR SOIL WHEN TURF) 3. ISOLATION BALL VALVE WITH OVAL HANDLE 4. 8" DIAMETER CL 160 PVC SLEEVE (SET ON TOP OF VALVE) 5. SLIP X MIPT PVC SCH 80 ADAPTER (2 LOCATIONS) 6. SLIP X SLIP 45 DEGREE ELL (4 LOCATIONS) 7. 3/4" GRAVEL UNDER AND AROUND VALVE BOX - FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC 8. PRESSURE SUPPLY LINE - SEE PLANS FOR SIZE ISOLATION BALL VALVE FOR PRESSURE SUPPLY LINE UP TO 2 112" SCALE: N.T.S. � 4. 1. PVC SCH 40 MANIFOLD PIPE - SIZE PER PLANS (LOCATE UNDERNEATH VALVE BOXES) 2. ELECTRIC CONTROL VALVE 3. HEAT BRAND ALL VALVE BOXES PER SPECIFICATIONS 4. PRESSURE SUPPLY MAINLINE (SIZE PER PLANS) 5. CONTROL VALVE MANIFOLD (5 VALVES MAXIMUM) 6. BALL VALVE TO MANIFOLD 7. BALL VALVE TO QUICK COUPLER 8. QUICK COUPLER - PER PLANS MANIFOLD CONFIGURATION FOR CONTROL VALVES AND QUICK COUPLERS SCALE: N.T.S. BENCH MARK ASC4LE�SEAL Nf g ! 9TF aF CAl\F�t` UIKLUIIUN OF FLUW �7) 1. BACKFLOW PREVENTION DEVICE 2. PROTECTIVE ENCLOSURE, PER LEGEND. INSTALL PER MANUFACTURER'S INSTRUCTIONS 3. CONCRETE PAD 4. 1 C.F. THRUST BLOCK, EACH LEG 5. WYE STRAINER BACKFLOW PREVENTION DEVICE DOUBLE CHECK VALVE ASSEMBLY SCALE: N.T.S. (FOR REFERENCE ONLY) 12. 4. 5. Im 7. 8. 9. 1. TOP OF MULCH 2. VALVE BOX WITH COVER 3. 30-INCH LENGTH OF WIRE, COILED - PROVIDE WATERPROOF CONNECTION AT SPLICE 4. REMOTE CONTROL VALVE: RAIN BIRD PEB SERIES 5. PVC SCH 80 NIPPLE, CLOSE 6. PVC SCH 40 ELL 7. PVC SCH 80 NIPPLE, LENGTH AS REQUIRED 8. BRICK (4) LOCATIONS 9. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELL AND SCH 40 ELL OR TEE 10. PVC SCH 40 MALE ADAPTER/ LATERAL LINE CONNECTION 11. 3-INCH MIN. DEPTH OF 314-INCH WASHED GRAVEL 12. PVC PRESSURE SUPPLY LINE PIPE REMOTE CONTROL VALVE PER SERIES SCALE: N.T.S. 3. 2. 1. 4. 1. ______----- " 5. 5. 6. 10. 7. 6. 8. 7. 9. 12. _ 1. FLOW SENSOR (REFER TO LEGEND 2. MIN. 24" CONTROL WIRE LOOP, MAX WIRE DISTANCE RUN 1,000, 3. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 4. TOP OF MULCH 5. MAINLINE PIPE 6. BRICK (4) LOCATIONS 7. 3-INCH MIN. DEPTH OF 3/4-INCH WASHED GRAVEL NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN -STREAM SIDE OF THE FLOW SENSOR. FLOW SENSOR SCALE: N T.S. Designed By I Dmwn By I Checked By Plans Prepared Under Superms/on 77M JACHLEWSKI, JR. Date 01-26-20 RL.A No. (FOR REFERENCE ONLY) RECOMMENDED BY� CIE 6/6/20 ACCEPTED BY.: P�Tt&w, 047E 8/6/20 PA nlOAtlS P. . DwEcroe or PUBllC woset � cRr R.C.E. No. 44223 1. TOP OF MULCH 2. VALVE BOX WITH COVER 3. 30-INCH LENGTH OF WIRE, COILED - PROVIDE WATERPROOF CONNECTION AT SPLICE 4. CONTROL VALVE: SUPERIOR 3200 SERIES VALVE S. PVC SCH 80 NIPPLE, CLOSE 6. PVC SCH 40 ELL 7. PVC SCH 80 NIPPLE, LENGTH AS REQUIRED 8. BRICK (4) LOCATIONS 9. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELL AND SCH 40 ELL OR TEE 10. PVC SCH 40 MALE ADAPTER/ LATERAL LINE CONNECTION 11. 3-INCH MIN. DEPTH OF 314-INCH WASHED GRAVEL 12. PVC PRESSURE SUPPLY LINE PIPE MASTER CONTROL VALVE SCALE: N.T.S. (FOR REFERENCE ONLY) C/TY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION DETAILS z 0 F Cl m U) z z 0 V C 0 LL CD LD19.3160 cm a N N Growing No. � F L.Z-9 0 z z d Shoet 22 o/ 27 1. 2. 3. 4. A 1. TECHLINE TEE 2. TOP OF MULCH 3. SUBSURFACE DRIPLINE TUBING 4. TOP OF SOIL 5. NETAFIM INLINE DRIP EMITTER 6. TIE DOWN STAKE (NETAFIM TLS6) NOTES: 1. PLACE TIE DOWN STAKES EVERY 3'IN SAND, 4'IN LOAM, AND FIN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIEZOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REOUIRE TIE DOWN STAKES. SUBSURFACE DRIPLINE TUBING BURIAL SECTION SCALE: N.T.S. Techline HCVRX Dripline Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacing Flow (GPH) 0.33 0.53 0.77 1.16 0.33 0.53 0.77 1.16 0.77 1.16 25 psi 237 173 136 103 335 246 192 146 244 184 30 psi 327 240 187 142 464 341 266 203 338 258 35 psi 385 282 221 168 546 401 314 239 400 304 d 40 psi 429 315 247 187 611 449 351 267 446 340 o_ 45 psi 467 342 268 203 663 488 381 290 486 370 c SO psi 499 366 287 218 710 521 408 311 520 396 55 psi 528 3117 303 230 752 552 432 329 550 418 60 psi 554 406 318 241 1 788 1 579 1 453 1 345 1 578 1 440 IFIOERGROWD SERVICE ALERT CON57RUCRON RECORD I Date CALL TOLL FREE 1-800-422-4133 NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. SUBSURFACE DRIPLINE TUBING NOTES AND MAXIMUM LATERAL LENGTH TABLE SCALE: N.T.S. REVISIONS 6. 7. 8. 9. 1. 110. INSET A 1. PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 2. TECHLINE CVRW DRIPLINE 3. TECHLINE START CONNECTION MALE ADAPTER AND TEE 4. ROW SPACING. SEE IRRIGATION LEGEND. 5. PVC OR POLY SUPPLY HEADER 6. TECHLINE TEE 7. AREA PERIMETER 8. MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY EXHAUST HEADER 9. TOTAL LENGTH SHOULD NOT EXCEED LENGTH SHOWN IN MAXIMUM LATERAL LENGTH TABLE 10. PVC OR POLY EXHAUST HEADER SUBSURFACE DRIPLINE TUBING IRREGULAR SHAPED LAYOUT SCALE: N.T.S. 1 2 3 1. 6" CIRCULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 2. MULCH LAYER 3. FINISH GRADE 4. AIRIVACUUM RELIEF 5. SCH. 80 NIPPLE (LENGTH AS REQUIRED) 6. BRICK SUPPORT (3) 7. PVC PIPING AND FITTING NOTE: AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. AIR RELIEF VALVE ASSEMBLY FOR DRIP IRRIGATION SCALE: N.T.S. BENCH MARK SCALE' SGP � e xonroml ,�`➢ �scnlgy,�'9�y Yerficd 'nl g P 9TF OF CAl\F�� Designed By I Dmwn By 2. 3. 4. 5. 6. 7. 1. PVC OR POLY SUPPLY HEADER 2. PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 3. TECHLINE START CONNECTION MALE ADAPTER AND TEE 4. ROW SPACING. SEE IRRIGATION LEGEND. 5. TECHLINE CVRW DRIPLINE 6. PERIMTER LATERALS 2"- 4"FROM EDGE OF AREA PERIMETER 7. AREA PERIMETER 8. PVC OR POLY EXHAUST HEADER 9. MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY EXHAUST HEADER SUBSURFACE DRIPLINE TUBING END FEED LAYOUT SCALE: N.T.S. 2. INSETA 1. PVC OR POLY SUPPLY HEADER 2. PVC DRIP MANIFOLD FROM CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 3. TECHLINE START CONNECTION MALE ADAPTER AND TEE 4. ROW SPACING. SEE IRRIGATION LEGEND. 5. TECHLINE CVRW DRIPLINE 6. PERIMTER LATERALS 2" - 4" FROM EDGE OF AREA PERIMETER 7. AREA PERIMETER 8. PVC OR POLY EXHAUST HEADER 9. MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY EXHAUST HEADER SUBSURFACE DRIPLINE TUBING CENTER FEED LAYOUT J SCALE: N.T.S. 5. 6. -- --- _ EMS __ 7. 9. 10. 1. 10" ROUND VALVE BOX (DO NOT CUT) 2. SLIP X MIPT PVC SCH 40 ADAPTER (2 LOCATIONS) 3. 18" LENGTH OF POLYETHYLENE TUBING 4. CLOSED NIPPLE (2 LOCATIONS) 5. PVC SCH 40 BALL VALVE (LINE SIZE) 6. PVC SCH 40 FIPT X FIPT ELL (3 LOCATIONS) 7. 8" PVC SCH 80 RISER 8. 3/4" GRAVEL UNDER AND AROUND VALVE BOX - FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC 9. LATERAL LINE MANUAL FLUSH VALVE ASSEMBLY FOR DRIP IRRIGATION SCALE: N.T.S. Plans Papered Under Supermion Checked By 77M JACHLEWSKI, JR. Date 01-26-20 R.L.A No. RECOMMENDED 8Y.' OWE 6/6/20 ACCEPTED BY.. PTww' L47E. 8/6/20 PA 7IlOAtIS P. . aWEC1a.P b' P!lB(/G IIYA�'G � QT' EAYdh9at R.CE No 44223 3 1. 10" ROUND VALVE BOX (DO NOT CUT) 2. QUICK COUPLING VALVE 3. TOP OF MULCH (OR SOIL WHEN TURF) 4. PVC SCH 80 THREADED NIPPLE 5. 1" MIP X FIP SCH 40 90 ELL (2 REQUIRED) 6. 3/4" GRAVEL UNDER AND AROUND VALVE BOX - FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC 7. PRESSURE SUPPLY LINE AND FITTINGS- SEE PLANS FOR SIZE 8. GALVANIZED (SCH 40) 36" STAKE WITH SPRINKLER TIES 9. 1" X 8" SCH 80 NIPPLE 10. 1" PVC SCH 40 STREET ELL QUICK COUPLING VALVE SCALE: N.T.S C/TY OF TEMECl/LA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION DETAILS O LD19-3160 1 1�d N C4 Omwing No. O F L.Z-AO o f z Sheet 23 of 27 1. PRESSURE COMPENSATING FULL -CIRCLE BUBBLER 2. PLASTIC ADAPTER: PA-80 3. POP-UP SPAY BODY: HUNTER 4. TOP OF MULCH (OR FINISH GRADE) 5. SWING JOINT 6. PVC SCH 40 TEE OR ELL 7. PVC LATERAL PIPE POP-UP BUBBLER PRESSURE COMPENSATING, FULL -CIRCLE SCALE: 3" = V-0" 112" i 5. 6. 7. 8. 9. 10. 3. 4. 5. 8. 7. 1. FINISHED GRADE 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 3. SEAL CONDUIT ENDS WITH AQUASEAL 4. WATERPROOF ELECTRICAL CONNECTORS FOR ALL WIRE SPLICES 5. AQUA SEAL / VAPOR LOCK OPEN END OF CONDUITS 6. LOW VOLTAGE CONTROL WIRE COIL, 36" MINIMUM 7. BRICK SUPPORTS 4 REQUIRED PER BOX 8. 1.25" SCH. 40 ELECTRICAL CONDUIT, SEE SPECIFICATIONS 9. LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES 10. 3/4" GRAVEL IN, UNDER AND AROUND VALVE BOX- FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC CONTROL WIRE PULL BOX SCALE: N.T.S. LWERGROWD SERVICE ALERT ,. 2. 3. 4. 5. 6. 7. WIDTH PER SPECIFICATIONS 1. HARDSCAPE PAVING 2. BACKFILL MATERIAL (FREE OF ROCKS AND DEBRIS GREATER THAN 1") 3. NON -PRESSURE LATERAL LINE SLEEVE, SEE SPECIFICATIONS 4. CONSTRUCTION GRADE SAND 5. DETECTOR TAPE (ABOVE EACH SLEEVE) 6. PRESSURE SUPPLY LINE SLEEVE, SEE SPECIFICATIONS 7. 1.25" CONDUIT (FOR WIRE), SEE SPECIFICATIONS TRENCH BELOW HARDSCAPE SCALE: N.T.S. 1. 2. 3. 4. 5. 6. 7. 8. 1. MULCH + + WIU I H YtH 6FLUNUA I IUNS 2. FINISH GRADE 3. NON -PRESSURE LATERAL LINE, SEE SPECIFICATIONS 4. BACKFILL MATERIAL (FREE OF ROCKS AND DEBRIS GREATER THAN 10) 5. DETECTOR TAPE (ABOVE EACH PIPE) 6. PRESSURE SUPPLY LINE, SEE SPECIFICATIONS 7. 1.25" CONDUIT FOR WIRE, SEE SPECIFICATIONS 8. CONSTRUCTION GRADE SAND (6" ABOVE AND BELOW PRESURE SUPPLY LINE) TRENCH IN LANDSCAPE SCALE: N.T.S. `=1I1-1I I-1 1=1 i I- 1. - F_ I I=_ 1. O IIInIIII. 2' �I 4. . 0 �1 i,- 5. ?I� 3. 6, 45 DEGREE ELL 1. FINISHED GRADE 2. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. 3. AIR RELEASE VALVE W/ BRASS NIPPLE AND BRASS RETURN BEND ON DISCHARGE PORT 4. 3/4" BRONZE BALL VALVE 5. 3/4" BRASS NIPPLE, 2 RED., LENGTH AS RED. 6. BRICK SUPPORT 7. LANDSCAPE FABRIC 8. PVC MAINLINE 9. APPROVED TIE ROD MIN. 5/8" DIAMETER 10. CONCRETE THRUST BLOCK MIN. 1 CUBIC FOOT 11. 3/4" GRAVEL IN, UNDER AND AROUND VALVE BOX- FILL TO TOP OF HOLES, WRAP WITH FILTER FABRIC NOTE: INSTALL AIR RELIEF VALVE AT HE HIGH POINT OF THE IRRIGATION MAINLINE MAINLINE AIR RELIEF VALVE SCALE: N.T.S. 1. CONCRETE THRUST BLOCK, TYPICAL 2. MAINLINE PIPE 3. UNDISTURBED SOIL NOTES: THRUST BLOCK TO BE 1 CUBIC FT OF CONCRETE THRUST BLOCKS TO BE USED ON 2.5" AND 3" PLASTIC PIPE WRAP PLASTIC FITTINGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMET 420-C-2000 THRUST BLOCKS SCALE: N.T.S. CALL TOLL FREE 1-800-422-4133 1850 Wambl, Rand, Snlc 100.403 AYS BEFORE YOU S"n Dwg,,CA92106 619-M-7W3 wwm.n5,lClAnd=b.00M TWO WORKING G CONSTRUCTION RECORD DATE BY REVISIONS ACCD DATE BENCH MARK SC4LE SEAL' Designed By Dmwn By Checked Bycrn 1p IJ M TJ M TJ sP'10"In Plans Prepared Under Supervs/on OT 77M JACHLEWSKI, JR. Date 01-26-20 YerficdRL.A No. 4547 RECOMMENDED BYL P��� �/� �lE 6/6/20 ACCEP7E0 BY.: WRTIA+ L47E. 8/6/20 PAIRCAnAlWS PT R�LcroR or PUBllC wparG � cRr R.C.E. No. 44223 1. LOW VOLTAGE WIRES, 3 MAXIMUM 2. WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE 3. CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 4. POLY TUBE PRE -FILLED WITH WATERPROOF GEL 5. LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED 6. SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS NOTE: WIRE CONNECTOR SHALL BE A 3M DBY DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. WIRE SPLICE CONNECTION FOR LOW VOLTAGE CONTROLLER WIRES SCALE: N.T.S. C/TY OF TEMEC4VLA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION DETAILS z O_ F Cl m U) z z 0 V C O LL CD LD19.3160 1cb N N Growing No. � Lu F L,Z-f1 0 r z Sheet 14 o/ 27 L"IOERGROWD SERVICE ALERT CON57RUCT70N RECORD Gate CALL TOLL FREE 1-800-422-4133 SECTION 328400 IRRIGATION SYSTEM PART1-GENERAL 1.01 SUMMARY: A. This section covers the furnishings of all materials and performing all operations to provide a complete operable landscape irrigation system as shown on the drawings including the following: 1. Trenching, stockpiling excavated materials and refilling trenches. 2. Irrigation system components including but not limited to: piping, backflow prevention devices and enclosures, valves, fittings, rotors, spray heads, controllers, wiring and final adjustments as determined by the landscape architect to insure efficient and uniform distribution. 3. Pipe connections to irrigation pump stations, water meters and backilow prevention devices. 4. Testing and inspection of irrigation system. 5. Clean-up and maintenance B. The conditions of the Contract and Division 1 apply to this section as fully as if repeated herein. 1.02 RELATED REQUIREMENTS: A. Section 329300 Landscaping B. Section 320533 Landscape Maintenance 1.03 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and Regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the Landscape architect. B. Conform to the requirements of the reference information listed below except where more stringent requirements are shown or specified in the most current set of construction documents: 1. American Society for Testing Material (ASTM), for test methods specifically referenced in this section. 2. Underwriter's Laboratories (UL), for UL wires and cables. C. Work involving substantial plumbing for installation of brass piping, backflow prevention devices and other related work shall be executed by a licensed and bonded plumbing contractor. Any necessary permits shall be obtained prior to beginning work. D. Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this section are minimums. Settlement of trenches lower than grades specified on the final grading plans is cause for removal of finish grade treatment, refilling trenches, recompaeting and repairing of finish grade treatment. E. Follow current printed manufacturer's specifications and drawings for items or information not specified or graphically indicated in the most current set of construction drawings. F. Scaled dimensions are approximate and at times it is not possible to indicate offsets, fittings and other related equipment graphically on the construction drawings. Contractor shall be responsible for minor changes caused by actual site conditions. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions of related landscape architectural elements, utilities and landscaping and furnish and install required fittings. G. Do not install the irrigation system as shown on the construction drawings when it is obvious that actual field conditions such as physical obstructions, grading discrepancies and field dimensions vary from those recorded on the construction drawings. Immediately bring any such discrepancies to the attention of the landscape architect prior to proceeding with work. If immediate notification is not given and such discrepancies exist, the contractor shall assume full responsibility for necessary revisions, as determined by the landscape architect. 1.03 EXISTING FIELD CONDITIONS: A. Preserve and protect all existing trees, plants, monuments, structures, hardscape and landscape architectural elements from damage due to work in this section. In the event that damage does occur to inanimate object and structures, the contractor shall repair or replace such damage to the satisfaction of the owner or owners representative. Damage or injury to living plant material shall be replaced by the contractor at the contractor's expense. B. Trenching or other work required in this section under the limb spread of existing trees shall be done by hand or by other methods so as to prevent damage or harm to limbs, branches and roots. C. Trenching in areas where root diameter exceeds 2 inches shall be done by hand. Exposed roots of this size shall be heavily wrapped with moistened burlap to avoid scaring or excessive drying. Where a trenching machine is operated in proximity to roots that are less than 2 inches, the wall of the trench shall be hand trimmed , making clean cuts through roots. D. Trenches adjacent to or under existing trees shall be closed within 24 hours, and when this is not possible, the side of trench closest to the tree or trees affected shall be covered with moistened burlap. E. Protect, maintain and coordinate work with other contracts, specifications, trades, and utilities. Extreme care shall be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible far damages caused by their operations. In the event that damage does incur, the costs of such repairs shall be paid by the contractor unless other arrangements have been made with the owner. F. Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, paths or curbs. In the event that damage does occur, the contractor will repair such damage at the contractor's expense. REVISIONS BENCH MARK SCALE 1.04 REQUIRED DOCUMENTS: A. Submittals 1. Submit 1 (one) PDF file of all irrigation equipment to be used, manufacturer's brochures, service manuals, guarantees, and operating instructions for approval to the landscape architect prior to beginning work. Submittals should be in a bound torn complete with table of contents. The contractor shall not proceed with work in the field until this submittal is approved in its entirety by the landscape architect. B. Service Manuals L The Contractor shall famish (4) four service mmmals to the owner prior to scheduling a walk through for substantial completion. Manuals shall be submitted in a bound form complete with a table of contents, and workmanship form on company letterhead copy of contractor's warranty and shall contain complete enlarged drawings of all equipment installed showing component warranties and catalog numbers together with the manufacturer's name and address. Manuals shall include operation instructions. Manuals shall be subject to approval by the owner or owner's representative as to completeness. C. Record Drawings/As-builts L Prior to beginning work in the field the contractor shall secure a complete set of irrigation plans at the original scale complete with details and specifications. The contractor shall be responsible for making a set of prints for every week on the project. At the end of each working day, the contractor shall record all work accomplished for that day on the set of prints in red ink. These record drawings shall be brought up to date at the end of each work week by a qualified draftsperson. The drawings should indicate the following: (a) Any zoning changes. (b) Dimension from two permanent points of reference (building comers, fixed hardscape comers, mad intersections, or permanent existing utilities) the location of the following items: (1) Water meters. (2) Pump stations. (3) Connection to existing water lines. (4) Routing of pressure supply lines at every 100' along routing. (5) Backflow Prevention Devices (6) Flow Sensors (7) Master Valves (8) Isolation Ball Valves (9) Quick Coupling Valves (10) Air Release Valves (11) Electric Control Valves (12) Drip Valve Assemblies (13) Flush Valve Assemblies (14) Swing Cheek Valves (15) Central Control System Controllers (16) Grounding rods. (17) Control wire routing (if routed separately from pressure supply line). (18) Control wire splices that are outside of the controller. (19) Weather Station Equipment (20) Communication Equipment for Central Control System (21) Other equipment as directed by the landscape architect. 2. Prior to scheduling a walk through for substantial completion, provide a record set of field as -built drawings as described above to the landscape architect for review. After review, the landscape architect will retain the as -built set to the field foreman requesting farther information or will notify the owner that the record set of field as-builts drawings are complete. After approval from the owner, a walk through for substantial completion may be scheduled. 3. Prior to scheduling the final walk through, the final set of irrigation as -built drawings shall be professionally drafted in AutoCAD by the landscape architect. 4. The landscape architect and the contractor shall verify the final as-builts at the time of the final walk through and once successful the landscape architect shall deliver the final set of as -built drawings to the owner or owner's representative prior to initiating the maintenance period for the contractor. D. Controller Charts 1. Prior to scheduling a walk through for substantial completion, provide a record set of field controller charts which have color coded each station within each controller to the landscape architect for review. After review, the landscape architect will return the controller charts to the field foreman requesting further information or will notify the owner that the record set of controller charts are complete. After approval from the owner, a walk through for substantial completion may be scheduled. 2. Prior to scheduling a final walk through, one set of controller charts shall be professionally drafted by the contractor for each controller unit installed on the project. The controller drawings shall be an actual AutoCAD reduction of the area covered by that controller unit and shall be at the maximum allowable scale that will fit inside the controller door without folding the drawing. 3. The landscape architect and the contractor shall verify each controller chart at the time of the final walk through and once successful, the contractor shall deliver the final set of controller charts to the owner or owner's representative (and one PDF file via email to the landscape architect and owner) prior to initiating the maintenance period for the contractor. The controller chart sent to the owner shall be hermetically sealed between two (2) pieces of minimum 20 mils thick plastic. 4. The contractor shall when permanently fix the controller chart to the inside of the SEAL PE Designed By LI wT By � ,ae„�r� � r✓ M r✓ RM 'E r Plans Prepared Under Supervision _ 77M JACHLEWSKI, JR. Date 01-26-20 Nf ! 9 g TF OF CAl\FCR' RL.A No. 4547 applicable controller. PART2-PRODUCTS 2.O1 PIPING A. General Piping: 1. Pipe sizes shown are nominal inside diameter unless otherwise noted. 2. Pipe shall be identified with the following indelible markings: (a) Manufacturer's name. (b) Nominal pipe size. (c) Schedule or class. fill Pressure rating. (e) NSF (National Sanitation Foundation) seal of approval. (f) Date of extrusion. 3. All pipe shall be purple for Recycled Water points of connection. B. Solvent Weld Pressure Supply Line: 1. Solvent Weld Pressure Supply Line: (downstream of Bac111ow prevention device) PVC CL315BE (1" - 311) (a) Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784; cell classification 12454-B. (b) Type 1, Grade 1. 2. Fittings: Standard weight, Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, cell classification 12454-B. (a) Threads- Injection molded type (where required) (b) Tees and Ells- side gated 3. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. 4. Joint Cement and Primer: Type as recommended by manufacturer of pipe and fittings. C. Gasket -End Pressure Supply Line: 1. Gasket -End Pressure Supply Line: (downstream of Backflow prevention device) PVC Class 200 (4" and larger). (a) Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784; cell classification 12454-B, (b) Type 1, Grade 1. 2. Fittings: Cast Iron or Epoxy coated steel; complying with ASTM D1784 and D2466, cell classification 12454-B. 3. Gaskets: Factory installed in pipe and fittings, having a metal in plastic support within the gasket or a plastic retainer ring for gasket. 4. Lubricant: As recommended by manufacturer of pipe fittings. D. Non -Pressure Lines Below Grade: 1. Non -Pressure Lines: (downstream of electric remote control valve) PVC SCH 40. 2. Fittings: Standard weight, Schedule 40, injection molded PVC, complying with ASTM D1784 and D2466, cell classification 12454-B. (a) Threads- Injection molded type (where required) (b) Tees and Ells- side gated (c) Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. 3. Joint Cement and Primer: Type as recommended by manufacturer of pipe and fittings. F. Sleeving and Conduit: L All PVC sleeving for pressure supply line and non- pressure supply line shall be twice the nominal size of the pipe within and used for sleeves below grade as indicated in the following sleeve and conduit schedule: 2. Sleeving Under Hardscape: (a) PVC SCH 40 for 1"-2 1/2" pressure supply line. (b) PVC SCH40 for 3" and larger pressure supply line. (c) PVC SCH 40 for non -pressure lines. (d) (1) one %Y PVC SCH. 40 conduit for up in 5 wires. (e) (1) one 1"PVC SCH. 40 conduit for up to 8 wires. (i) (1) one 1 Y." PVC SCH. 40 conduit for up to 15 wires. (g) (1) one 1 Y" PVC SCH. 40 conduit for up to 20 wires (h) (1)one 2" PVC SCH 40 conduit for up to 30 wires. (d (1) one 2 %"" PVC SCH 40 conduit for up to 35 wires. 0) (1) one 3/4" PVC SCH 40 wine conduit for flow sensing cable. (k) (1)one 3/4" PVC SCH 40 wire conduit for master valve wire. 3. Flow sensing cable and master valve wires shall be installed in their own conduit separate and apart from all other wires. 4. Conduit for 2-wire controller cable: 1.25" G. Brass Pipe and Fittings: 1. Pressure Supply line (from point of connection through Backflow Prevention Device) Brass pipe shall be regular weight, 85% red brass, ANSI Schedule 40 screwed pipe. 2. Fittings: Medium brass, screwed at 125 pound class. 2.02 BACKFLOW PREVENTION DEVICE 2" AND SMALLER A. As specified on drawings. 2.03 BACKFLOW PREVENTION DEVICE 2 %" AND LARGER A. As specified on drawings. Checked by RECOMMENDED 6Y.� NlE 6/6/20 ACCEPTED BY.: Pnow, D47E' B/6/20 PA illOnlS P. . uwEcrne or PUBllC xraarG � oTr R.C.E. No. 44223 CITY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION SPECIFICATIONS z O F t..l G' U) w Z O fJ C O LL O LD19.3160 N N Growing No. � LAI La2-12 0 r z Sheet 15 of 27 d LWERGROUND SERVICE ALERT CON57RUCTlON RECORD Late CALL TOLL FREE 1-800-422-4133 2.06 BASKET STRAINER A. As specified on drawings. 2.07 WYE STRAEVER A. As specified on drawings. 2.08 PRESSURE REGULATING VALVE A. As specified on drawings. 2.09 MASTER VALVES A. As specified on drawings. 2.10 FLOW SENSORS A. As specified on drawings. 2.11 ISOLATION BALL VALVES FOR PRESSURE SUPPLY LINE A. As specified on drawings. 2.12 ISOLATION GATE VALVES FOR PRESSURE SUPPLY LINE A. As specified on drawings. 2.13 QUICK COUPLING VALVES A. As specified on drawings. 2.15 AIR RELIEF VALVES FOR PRESSURE SUPPLY LINE A. As specified on drawings. 2.16 ELECTRIC CONTROL VALVES A. As specified on drawings. 2.17 DRIP VALVE ASSEMBLIES: A. As specified on drawings. 2.18 ALL IRRIGATION EMISSION DEVICES: All irrigation emission devices must meet the requirements set in the American National Standards Institute (ANSI) standard, American Society of Agricultural and Biological Engineers'/International Code Council's (ASABEACC) 802-2014 "Landscape Irrigation Sprinkler and Emitter Standard, All sprinkler heads installed in the landscape must document a distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/ICC 802-2014. 2.19 HARD PIPED POINT TO POINT DRIP IRRIGATION: A. Riser Assembly For Hard Piped Point to Point Drip Irrigation: L As specified on drawings. B. Emitters For Hard Piped Point to Point Drip Irrigation: 1. As specified on drawings. 2.20 SUBSURFACE DRIP IRRIGATION: A. Drip Tubing For Subsurface Drip Tubing: 1. As specified on drawings. B. Pressure Regulator Valves For Subsurface Drip Tubing: 1. As specified on drawings. C. AGNscuum Relief Valves for Subsurface Drip Tubing: 1. As specified on drawings. 2.21 CHECK VALVES: A. Swing Check Valves: PVC, Slip x Slip check valves, for non -pressure lateral line applications on slopes. B. Spring Check Valves: for pop-up sprayheads and spmyheads on risers and''/." for popup rotors and rotors on risers. 2.22 FLUSH VALVE ASSEMBLIES: A. Schedule 80 Ball Valve, threaded schedule 80 nipples and fittings with polyethylene tubing for flush hose. 2.23 VALVE BOXES: A. Rectangular valve boxes shall be 9-l/2 inch wide by 16 inch long and 11 inch high. Round valve boxes shall be 10-inch diameter and 10 1/4 inch. All valve boxes shall be constructed of rigid polyolefin. B. Valve boxes shall have locking covers secure with a 3/8-inch stainless steel bolt and washer. C. Rectangle valve boxes shall be used for control valves, master control valves, pressure regulators, flow sensors, wye strainers, filtration devices, ball valves and pull boxes. D. Round valve boxes shall be used for gate valves quick coupler valves, flush valve assemblies and spare wires. E. All valve boxes to be green in color unless otherwise specified for use of reclaimed water. All valve boxes for reclaimed water shall be purple in color and bare the reclaimed water warnings as well as the international "Do Not Drink" symbol. F. Heat brand all box lids with the appropriate two-inch high identification letters and/or numbers. G. All valve boxes shall receive landscape fabric. Landscape fabric shall be constructed of 5.0 oz. weight proven polypropylene weed barrier with burst strength of 225 P.S.I. and capable of 12 gallons per minute of water flow and puncture strength of 60 lbs. Dewitt Pro, Mirify or approved equal. H. All valve boxes shall receive 2 cubic fed of 3/4-inch gravel. I. Valve Tag: Manufactured from UV stabilized plastic with 180lbs pull out resistance and hot stamped for maximum visibility. Top hole shall be designed to pass a 16 gauge or smaller solenoid pigtail or attach with a nylon tie. 2.24 IRRIGATION HEADS (GENERAL): A. All irrigation heads shall be the size, type, and provide the same rate of precipitation with the same radius of spray, pressure and discharge in G.P.M. as listed on drawings B. All irrigation heads shall have a factory installed check valve or have an aftermarket REVISIONS BENCH MARK SCALE check valve installed. C. All other requirements for non -pressure lateral line pipe to be as specified in fitting specification section. D. In no case shall the irrigation head spacing exceed the maximum manufacturer's recommendation. E. Irrigation heads along walks, curbs, paving, etc. shall be positioned 1 inch above finish grade. Irrigation in turf areas shall be positioned 2 inches above finish grade. F. All sprinkler heads shall be set perpendicular to finish grades. G. All sprinklers in turf areas shall have a minimum pop-up height of six (6) inches. H. All sprinklers in planter/slope areas shall have a minimum pop-up height of twelve (12) inches. 2.25 BUBBLERS: A. As specified on drawings. 2.26 POP UP SPRAY HEADS/ ROTATOR HEADS: A. As specified on drawings. 2.27 AUTOMATIC CONTROLLER A. As indicated on drawings. 2.28 ELECTRIC CONTROL VALVE WIRE A. Low Voltage: L AWG OF UL approved No. 14 direct burial copper wire for all control wires and No. 14 direct burial copper wire for all common wires. 2. Wire Colors: (a) Control Wires- As specified on drawings (b) Common Wires- As specified on drawings. (c) Master Valve Wires -Blue. (it) Spare Wires- Green (labeled at termination) 3. Wire Splice Convectors: 3M DRY Direct Bury Splice Kits. B. High Voltage: 1. Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced. 2.29 PIPE JOINT RESTRAINTS A. All pressure line fittings 4 inch and larger shall be iron ductile deep bell type constructed of grade 6545-12 and shall be in accordance with ASTM A536. Rubber for gaskets in fittings shall be in accordance with ASTM-477. All iron ductile fittings shall have stainless steel exterior lugs to secure a joint restraint system. 2.30 SAND BEDDING A. Sand bedding shall be construction grade. PART 3-EXECUTION 3.01 PREPARATION A. Examine field conditions prior to beginning work described in this section. Grading operations shall be completed and approved prior to beginning work B. Verify all sleeve locations below future landscape and/or across concrete v-ditches prior to beginning work in this section. Flag all existing sleeves and conduits installed by other trades. Report any conflicts and discrepancies to the landscape architect immediately. C. Irrigation system shall be constructed to the sizes and grades at the locations shown on the drawings. Mark with powdered lime or marking paint routing of pressure supply line and stake the location of each head, rotor, electric control valve and other related equipment for the first three zones. Landscape architect shall review staking and direct any necessary changes with the contractor prior to proceeding to other zones. This review does not in any way alleviate the contractor from the responsibilities associated with proper uniformity and distribution of head placement after staking. D. Install sleeves, to accommodate pipes and wires, under paving, hazdscape areas, sidewalks, and paths prior to asphalt and concrete operations. Compact backfill around sleeves to 95 % Modified Proctor Density within 2% of optimum moisture content in accordance with ASTM D1557. 3.02 EXCAVATION AND BACKFILLING OF TRENCHES A. Trench excavation shall as much as possible follow the layout shown on the drawings. Trenches shall be straight in alignment and support pipe continuously on bottom of tench. Remove rocks and debris greater than V in diameter. Over excavate as required for bedding material. B. Depth of Trench (in landscape areas): 1. Pressure Supply Line (3" and smaller): 18" from top of pipe to finish grade. 2. Nan -Pressure Line: 12" from top of pipe to finish grade. 3. Control Wiring: directly at side and bottom of pressure supply line. 4. Pressure Supply line Locator Tape: 6" above top of pipe. C. Depth of Trench (under asphalt, paving, or concrete): 1. Pressure Supply Line (3" and smaller): 36" from top of pipe to finish grade. 2. Non -Pressure Line: 24" from top of pipe to finish grade. 3. Control Wiring: directly at side and bottom of pressure supply line. 4. Pressure Supply line Locator Tape: 6" above top of pipe. (a) Piping located under asphalt paving or concrete shall be installed with the appropriate sized sleeve and backfilied with sand bedding (6" below pipe and 6" above pipe). (b) Compact backfill material in 6" lifts at 90% maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping device. SEAL O� PE Designed By LI wT By ee r✓ M r✓ RM 'E r Plans Prepared Under Supervision _ 77M JACHLEWSKI, JR. Date 01-26-20 Nf ! 9 g TF OF CAl\FCR' RL.A No. 4547 (c) Set in place, cap, and pressure test piping in the presence of the owner or owner's representative prior to backfilling. D. Width of Trench: 1. Pipe Greater than 3": 14" minimum. 2. Pipe Less than 3": 7" minimum. E. Width between Trenches: 1. Irrigation Trench to Irrigation Trench: 6" minimum. 2. Irrigation Trench and other Trade Trenches: 12" minimum. F. Boring: Boring will only be permitted where pipe must pass under an obstruction that cannot be avoided or removed. Backfill shall match surrounding soil density and grain. Boring under existing paving, sidewalks, or landscape may be permitted at contractor's own risk. Contractor is responsible for any repairs or damage to such items at their own expense. G. Backfilling: Backfilling of trenches may not be done until all required testing for the irrigation system has been completed. 1. Material: Excavated material is generally considered to be adequate for backfilling operations. Before beginning the backfilling operation, mauve that backfill material is free from debris and rocks greater than V in diameter. These materials after separated from backfill, shall he legally disposed of at contractor's expense. 2. Bedding: Bed pressure supply line with construction grade sand 6" above and 6" below pipe as shown on details. Remaining backfill may be as described above. 3. Bed all electrical control wire trenched separate from pressure supply line, with contraction grade sand 6" above and 6" below wires. 4. When backfilling, slightly mound filled trenches for settlement after backfilling is compacted. Compact backfill to a 90% maximum density in accordance with ASTM D1557 with a mechanical tamper. Do not leave trenches open for a period greater than 48 hours. Open trenches shall be protected in accordance with current OSHA regulations. 5. Smooth trenches to finish grade prior to requesting a walk through for substantial completion with the landscape architect. 3.03 POINT OF CONNECTION(S) A. Point of connection shall be approximately as shown on drawings. Connect new underground piping and valves and provide all flanges, adapters, or other necessary fittings. 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDE PIPE (PVC) A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only for that purpose. B. All plastic -to -plastic solvent weldjoints shall use only the solvent recommended by the pipe manufacturer. Do not install solvent weld pipe when temperature is below 400 F. C. Pipe ends and fittings shall be wiped with MEK, or approved equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. D. Pipe shall be snaked from side-m-side on trench bottom to allow for expansion and contractions. E. All changes of direction over 15 degrees shall be made with appropriate fittings. F. When pipe laying is not in progress at the end of each working day, close pipe ends with tight plug or cap. G. Install pressure supply line locating tape along the entire length of pressure supply line. H. Coordinate pressure supply line with sand bedding operations. I. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. J. J. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 3.05 INSTALLATION OF GASKET -END POLYVINYL CHLORIDE PIPE A. Lay pipe and make pipe to fitting or pipe in pipe joints following OR70 recommendations (Johns- Manville Guide for Installation of Ring-Tite Pipe), or pipe manufacturer's recommendations. B. Pipe shall be snaked from side -to -side of trench bottom to allow for expansion and contractions. C. All changes ofdiredion over 15 degrees shall be made with fittings. D. Install pipe joint restraints on all gasket end fittings as specified above and as shown on details. E. When pipe laying is not in progress and at the end of each working day, close pipe ends Checked 6)1 RECOMMENDED 6Y� IIlE 6/6/20 ACCEPTED BY.: P�Tt&w, DATE. 8/6/20 PA 7IlOArIS P. . uwEcrue or PUBllC xra�rG � cm R.C.E. No. 44223 CITY OF TEMECMA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION SPECIFICATIONS O LD19.3160 N N Growing No. � IJ! La2m f3 0 r z Sheet 16 of 27 d LWERGROUND SERVICE ALERT CONSTRUCTION RECORD thus CALL TOLL FREE 1-800-422-4133 with fight plug or cap. F. Install pressure supply line locating tape along the entire length of pressure supply line. G. Center load pipe with small amount ofbackfill to prevent arching and slipping under pressure. Leavejoints exposed for inspection during testing. H. Coordinate pressure supply line with sand bedding operations. L No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing L Group electric control valves together as specified on the drawings allowing a maximum of 12 " between each valve box. Install valve boxes in the same direction and parallel with one another and perpendicular to paving, handscape, sidewalks and paths. K. Install electric control valves on slopes within two feet from toe of slope. Use same trench as toe of slope non -pressure lateral line for pressure supply line and wire routing see section 3.02 B and C for pipe and wire depths. 3.02 CHECK VALVES A. Install swing check valves as specified on drawings. B. Install spring check valves as specified on drawings. 3.03 VALVE BOXES A. Install valve boxes with each type of irrigation equipment so that top of valve box is above finish grade as specified on the detail drawings. Valve box extensions are not acceptable. B. Place gravel sump below and around each valve box prior to installing valve box as specified on the drawings. Place remaining portion of gravel inside valve box allowing full access in and around all fittings. Valve box shall be fully supported by gravel sump. No wood supports are allowed. C. Brand valve box lid of associated equipment as follows: 1. Electric control valve box lid with "Controller Letter and Station Number'. 2. Quick coupling valve box lid with the letters "QC". 3. Isolation ball valve box lid with the letters "BV". 4. Air relief valve box lid with the letters "AR". 5. Spare Wire box lids with the letters "SW' 6. Wire Splice box lid with the letters "WS". (a) Letter and number size of brand shall be no less than V and no greater than 1 1/2" in height and shall be 1/8" maximum in depth. Provide sample branding W the owner or owners representative prior to commencement of work. D. Walk through for substantial completion will not be allowed unfit all branding is complete. 3.04 SPRAY HEADS, ROTATOR HEADS, AND ROTORS A. Install spray heads, rotator heads, and rotors as specified on drawings allowing minimum distance between paving, hardscape, sidewalks, and paths. B. Spray heads, rotator heads, and rotors shall not exceed the maximum head and row spacing specified on the drawings or staked in the field by the landscape architect. In no case may spray heads, rotator heads, or rotors be installed at a distance between heads that exceeds the manufacturers recommended distance. C. Angled nipples on swingjoints below spray heads and rotors shall not exceed 450 nor be less than 100 . D. After installation adjust nozzle sizes, arcs and radius of throw to allow head W head uniform distribution. Adjust all spray heads, rotator heads, and rotors to correct height above sod as detailed. Adjust all shrub nozzles on risers and rotors on riser's perpendicular to finish grade and as specified on the drawings. No over spray will be allowed on paving, hardscape, sidewalks, and paths. E. Adjust adjacent plant material so that it does not interfere with uniform distribution of each spray head, rotator heads, or rotor. F. Landscape architect may request nozzle changes and/or adjustments without additional cost to the owner. 3.05 AUTOMATIC CONTROLLER UNIT A. Verify electrical power at location of automatic controller unit prior to installation of automatic controller unit. Notify landscape architect immediately if power source is not available. B. Hardwire controller W the on/off switch and existing power source. Controller shall not be plugged into socket provided for other equipment. C. Install automatic controller unit where shown on drawings per manufacturer's specifications. Controller shall be tested with complete electrical connections. The Contractor shall be responsible for temporary power to the Controller for operation and testing purposes. D. Connect electric control valve wiring W controller unit in the same numerical sequence as indicated on the drawings and label within 1" of the terminal strip. Label all spare wins as "spare". E. Connect flow sensing and master valve wiring W controller unit and label within 1" of the terminal strip. F. Install a separate ground rod and wire for each controller wit as specified on the drawings and per manufacturer's specifications. G. Above ground conduit shall be rigid galvanized pipe with the appropriate fittings. Below ground conduit shall be PVC SCH 40 pipe with appropriate fittings. H. Label each automatic controller unit with the letter or number designated on the drawings. Letter or number shall be located in a visible location on the inside panel cover with 3" high vinyl letters. L Each automatic controller unit shall be completely operable prior to scheduling a walk through for substantial completion. 3.06 ELECTRICAL WIRE A. Low Voltage Wiring: REVISIONS BENCH MARK SCALE I. Bury control wiring in same trench as pressure supply line as specified. 2. Bundle all 24 volt wires at 20' intervals with electrical tape. 3. Provide expansion loops at every pressure supply line angle fitting, inside each electric remote control valve box, and at 250' length intervals along routing. Form expansion loop by wrapping wire a minmrurn of 10 times around a 3/4" pipe and withdrawing pipe as specified on the drawings. 4. Limit splicing of electrical wiring. Provide each splice made at intervals or in electric control valve and drip valve assembly valve boxes with 3M DBY Direct Bury Splice Kits. 5. Wire splices occurring at intervals outside electric control valve boxes shall be installed in a separate valve box. 6. Provide (1) one electrical control wire for every electric control valve. Piggy backing like zones on the same electrical control wire is not allowed. 7. Install (2) two spare #14-1 electrical control wires from the automatic controller unit pedestal to the last electric control valve on each leg of pressure supply line. Locate the spare wires in their own valve box. In addition to these spare wires, check the drawings for any additional wires that may be required and locate them in the same valve box as the spare wires. B. High Voltage Wiring: 1. Install 120 volt power from power source W automatic controller unit following local governing codes and ordinances. 3.07 QUALITY CONTROL A. Preconstruction Meeting: The contractor is responsible for contacting the landscape architect prior W beginning construction and/or ordering materials to establish a meeting to review and discuss project objectives, concerns and to review the construction documents to insure a complete understanding of required installation procedures. B. General Observation: The landscape architect will visit the construction site at interim times during the construction process to access construction progress regarding installation of irrigation equipment to be in compliance with the drawings, details, specifications and site conditions. The landscape architect will prepare a site report after each visit noting progress of installation, verbal communication with the contractor and identifying any field adjustments necessary which require modifications to the designed irrigation system. A copy of this site report will be delivered to both the owner and the contractor. The contractor is responsible to immediately address each item on the site report before proceeding with further construction. C. Pressure Testing the Pressure Supply Line: After backfilling, flushing, and prior to the installation of each electric control valve, isolation ball valve and quick coupling valve the irrigation system shall be pressure tested. I. Pressure testing shall be performed in the presence of the landscape architect and owner or owner's representative utilizing the following procedure: (a) Pressurize the irrigation system W 150 psi for a period of no less than 3 hours. The pressure gauge used for the pressure test shall not exceed readings greater than 300psi. Pressure pump and other equipment necessary for the test shall be famished by the contractor. (b) Test is acceptable if no leakage occurs within the system for the duration of the testing period. (c) If leaks occur, repair said leaks and begin pressure test again. Repeat this operation until no leaks occur in the irrigation system. (d) Before requesting a walk through for substantial completion, the entire irrigation system shall remain under pressure for a period of no less than 48 hours. 2. The contractor is responsible for notifying the landscape architect three days in advance of the pressure test. D. Flushing: Center load all piping prior to flushing. After all new irrigation piping and risers are in place and connected and all necessary diversion work has been completed and prior W the installation of sprinkler heads, rotors and quick coupling valves, thoroughly flush piping system under full head of pressure. After the fia thermost riser from the point of connection begins to flush, continue flushing for a duration of five minutes. After the system is thoroughly flushed, cap all risers. E. Walk Through For Substantial Completion: 1. Before requesting a walk through for substantial completion the following requirements most be entirely satisfied: (a) The entire irrigation system is completely installed, flushed and satisfactorily pressure tested. If the contractor failed to notify the landscape architect for (he pressure test and flushing procedures stated above than (he contractor assumes full responsibility for any design modifications directed by the landscape architect during the walk though for substantial completion regarding pressure and flushing issues. (b) All valve boxes have been branded. (c) All automatic controllers are Hilly operable and communication has been certified in writing and checked at central control system by the central control system manufacturer on their letter head. (d) Record as -built drawings have been submitted to the landscape architect for review as to completeness. (e) (4) Four Services manuals have been delivered to the owner or owner's representative. 2. Once the above requirements have been met a walk through for substantial completion may be requested. The following procedures will be used during the walk through: (a) Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. (b) All valve box lids shall be removed from valve boxes and placed face up adjacent to the valve box prior W beginning the walk through. SEAL PE Designed By LI wT By s r✓ M r✓ RM 'E r Plans Prepared Under Supervision _ 77M JACHLEBSM,, JR. DOte 0 Nf ! TF OF CAl\FCR' RL.A No. 4547 (e) The walk through will be divided into (2) two sections and proceed as follows: (1) Visual Walk Through: This will consist of walking through the entire irrigation system and examining all components of the system without taming on zones. A punch list will be established of deficiencies in the construction and workmanship of the irrigation system as compared to the construction drawings, details, and specifications. (2) Operational Walk Through: This will consist of walking through the entire irrigation system observing each zone in a fully operable condition. Valves must be activated from the automatic controller unit (Manual bleeding of individual elecrc control valves will not be acceptable). A punch list will be established of deficiencies in the operation of each zone in the irrigation system evaluating but not limited to head spacing, row spacing, nozzle sizing, correct radius of throw, correct stationing, as compared W the construction drawings, details, and specifications. 3. Once the Walk Through for Substantial Completion has been completed the landscape architect will provide a copy of all punch list items to the owner for review and distribution to the contractor. It is the contractor's responsibility W repair, replace, and adjust all items on the punch prior to requesting a final walk through. F. Final Walk Through: I. Before commencement of a final walk through is requested, the following requirements most be entirely satisfied: (a) Each item on the walk through for substantial completion has been thoroughly addressed and resolved by the contractor. (b) All final record as -built drawings and controller charts have been produced for review by the landscape architect and contractor at the final walk through. 2. Once the above requirements have been met a final walk through may be requested. The following procedures will be used: (a) Contractor must have (2) two personnel available with radio communication for the entire length of the walk through. (b) Only those valve box lids shall be removed from valve boxes as indicated on the walk through for substantial completion punch list. The valve box lids shall be placed faced up adjacent to the valve box prior to beginning the final walk through. (c) The final walk through will be divided into (2) two sections and proceed as follows: (1) Visual Walk Through: This will consist of walking through the punch list items created at the time of the walk through for substantial completion, examining all components of the system without turning on zones. Any remaining deficiencies in the construction and workmanship of the irrigation system as compared to the punch list generated at the time of the walk through for substantial completion, construction drawings, details and specifications will be noted. (2) Operational Walk Through: This will consist of walking through the punch list items created at the time of the walk through for substantial completion and observing each zone in a fully operable condition. Valves must be activated from the automatic controller unit (Manual bleeding of individual electric control valves will not be acceptable). Any remaining deficiencies in the operation of each zone in the irrigation system including but not limited W head spacing, row spacing, nozzle sizing, correct radius of throw, correct stationing as compared to the punch list generated at the time of the walk through for substantial completion construction drawings, details, and specifications. 3. Once the Final Walk Through is completed and all items created on the final punch list have been addressed the maintenance period may begin. Any additional walk throughs required due to contractors' inability to address all issues on the punch lists described above will be provided at the contractors expense. 3.08 MAINTENANCE PERIOD A. The Maintenance Period shall be for ninety (90) days after notification from the landscape architect of a successful final walk through and will begin once all items on the final walk through punch list have been satisfactorily addressed by a written statement indicating such from the landscape architect to the owner. 1. The contractor is responsible for obtaining and following any maintenance manuals created specifically for the project from (he owner at the beginning of the maintenance period. 2. At the end of the maintenance period and prior to turning the project over to the owner, the contractor shall deliver the following to the owner: (a) Five (5) pop-up spray heads with nozzles of each type used, for every 100 pop-up spray heads installed on the project. (b) Five (5) rotor heads with nozzles of each type used, for every 100 rotors installed on the project. 3. Once the contractor has fulfilled all maintenance agreement obligations and has provided the above items to the owner, the maintenance period will end sea section 320533 Landscape Maintenance, for maintenance responsibilities. B. Refer to the Maintenance Specifications for weather -based or soil moisture -based controller settings during the maintenance period. END OF SECTION 328400 Checked by � RECOMMENDED By. N E 6/6/20 ACCEPTED BY.: PTt&w, LN7E. 6/6/20 1-16-10 Pa IIIOArlS' P . DwECIde or PUBllC woset � cRr R.C.E. No. 44223 CITY OF TEMECLILA DEPARTMENT OF PUBLIC WORKS BUTTERFIELD STAGE ROAD HOA PARKWAYS MURRIETA HOT SPRINGS RD TO SOUTH LOOP RD IRRIGATION SPECIFICATIONS z 0 F Cl G' U) Z Z O V 0 LL O LD19.3160 N N Growing No. � UJ Ls2m M 0 r z Sheet 17 of 27 d