Loading...
HomeMy WebLinkAbout1227-LDEVELOPER/OWNER MAYFLOWER BAYOUN HOMES INC. C I C URAL PLANS SCAP AR HTE LAN D- E 9267 Haven Avenue ' Suite 150 { Rancho Cucamonga, CA 91730 MAYFLOWER BAYOUN HOMES Owner: MAYFLOWER BAYOUN HOMES 9267 Haven Avenue Suite * 150 Rancho Cucamonga, CA 91730 PE MAINTENANCELANDSCA DISTRICT NO. VICINITY MAP GENERAL NOTES SHEET INDEX I L �I/L Sl17 � RD. W -- - `z ILSOAI v SHEET INDEX � � ret P•mtft shall b• obtt�rted from the C Engineer r b oommencktp arty work. 1. M Enaoacttrt+s by ng P� tcatbns for Public Works Construction. accord b current C standards and the Standard 2. /111 work shah beperformed hY�f Q ^g � � � .� PRo,lECT SHEET 1 -Cover Sheet 51 TE 3. At tlhe boncdusion of rough gradhg, an agronomic softs report shall be fufnishd to the City Inspector and all such recommendations from such a report shalt supersede sons amendment reoommends tions shown on the plans. SHEET 2 - Irrigation Plan W v o 14 SHEET 3- Planting Pian 4C Q' 4. Upon completion of InstOptlon, a maintenance period of one hundred and eighty180) days Is rewired prior b Anal acceptance of tin g Q Q LEMON AVE ww by the City. Maintenance shall krdud• mowing, weeding, Irrigation, pruning, raising tree root balls which settle below grade. mSHEET 4 Detail Sheet heet toIng and applying such sprays as are necessary for proper care and upkeep. Maintenance also Includes all repairs, replacement. aK�o and adusting necessary b keep the Irrigation system In good wortcing order with proper coverage. ncenQnt dal. for SHEET 5 Specification Sheet #lG N� 4V&, I�tt tsancal oerlod shall >,a �pfoved In yrI(31np Dr lin• Clty InsQftcJ-QL Maintenance per�� 5ha11 be. wade Ve a to veru lave ar4 establ'+shw,e ret. M maximum t the controller door will allow S. Om controller chart shall be for each controller. Controller chart =ha b• the ma u s • pro�vld•d I win f in 1 itt system. and shall show M• area covered by tin automatic controller. The Chart Is b be a reduced drawing o t • solus as -lou ys However, In tine event the controller sequence is not legible when the drawing Is reduced, it shall be enlarged to a size that will be when reduced. The chart alias b• a Macklin• int and a different color shall be used to show the area of coverage of each nac�+e Pr station. When completed and approved by the Public Works Inspector, the chart shall be hermeticalty sealed between two pieces of VICINITY MAP nim t mils. hick. The chart share be mounted using Velcro or approved of tape. These minimum o 20 s t e4 type plaetic, � piece being a r►g aPP^o charts nxrst be completed and in place prior to final acceptance of work by the City. 6. r wld• x 6' deep concrete mowstrips shall be provided between all shrub✓groundeover areas and turf areas. Mowstrips shall also be peovleed beneath metal fencing and where City maintained areas are adjacent to privately maintained areas. 7. Side layout is conceptual o*. Approval of the Anal sidewalk layout shall be made M the Mid and ad)usted as necessary to meet field oondittcna as the Public Works Inspector and Project Planner prior to Anal construction. approved by MAINTENANCE RESPONSIBILITY MAP CONSULTANTS S. Appbnttbn of any chemicals shall be by State licensed personnel. 9. Any fres within Ave (5) feet of watt, walks, curbs or other potentially root -damaged hardscap• shall be Installed with motcontroi O R T O N ASSOCIATES, LANDSCAPE ARCHITECTURE barriers. Prior to backfilling tree(s) planting, contractor shall have the City inspect root barrier Installation. 10. No trees shah be planted within three (3) Net of curbs. 607 East Seventh Street t x• a _ � J M4 �ZA��TII ACP IC yE _ , J1P4,/EGT > > . N *'� w b be located: ten feet from any=beet lie�ht, power pate, o► reinforced concrete box; flue test from ►� drive �, Upland, C A 91786 (714) 985-7000 L/MI/ approach, Are hydrant, underground structure (e.g. catch basins, vaults) and sewer lateral or clean-0ut; and three lest from a water motor or sewer line. �I la. Slopes shell mt exceed 311 k AREAS To BF- A4AW7-A/NEO 45Y J.M. WILSON AND ASSOCIATES, Civil Eng., Land Surveyors G/TY OF RANCHO G11GA. i. 223 North First Avenue Upland, CA 91786 (714) 985-2885 h J � y _ ¢ /�CERN►V000 COCJJZ� LANDSCAPE QUANTITIES )CRMO G h p \ EAS 7a aE MA1 VTAINF-0 RASPB$ERT PLACEO C; gUNTITY SIZE r5Y kE51L)F-NT- STREET TREES PRoPERT-y OW/VE�PS 8 �5 GAL HERMOSA AVENUE QUANTITY SIZE PROJECT VINES 32 5 GAL L/M/T STREET TREES ,i 15 GAL DESCRIPTION OF REVISION DATE ciTr L/A/ f SHRUBS 94 5 GAL a/ r APPROVED GROUNDCOVER PLANTS 5,417 R. CUTTINGS `�' MANZANITA DRIVE QUANTICITY OF RANCHO CUCAMONGATY O i O VINES 58 5 GAL STREET TREES 15 GAL AL MAINTENANCE RESPONSIBILITY MAP SHRUBS PLANTS 11,542 R. GCCUTTINGS Z NO. 13318 NUNN TRACT TOTAL ACRES IN R.O.W. 0.17 U TOTAL SQ. FT. CITY MAINTAINED 7,420 SQ. FT.(0.17 ACRES) TOTAL TREES IN R.O.W. 32 Cover Sheet r APPROVED BY: DATE.' !� CITY ENGINEER RGE Nb. 22397 DESIGNRLo OR`f-ON ASSOCIATES RECOMMENDED LANDSCAPE ARCHITECTURE _ DRAWN SHEET R L 0 607 E. 7 TH. ST., UPLAND, CA. 1 �(71,4),/1 8 -7000 OF S CHECKEDL A NO '� DRAWING NO I� E FILE NO f f �; / � A TL . SHEETF S I 4 10 �I PRvdEcr I.(HIr I.IQE Cc)) FOR, GI Yf 00 RAR640 C)C*HDN&A, CouGRET-S MowsrWP ftSOUIREP CALSENSE RENDITION OF TYPICAL CONTROLLER INSTALLATION t �- — 1 ta101 WIRE— VALVES ' i o Wiwi WATER FLOG! D1 a,I 2" " P& CepP M 6 REDt1CIMG CVKVE fOROf I �1MW WTER VWAM ! 41 ver" VALVE `2"WIE ISL U,t,6"r. FE lye 1}!!t?m. Ei2g 0 eALIOM raRx IM III W" L—f WrH OF 1/f" LINE ON EALN SIPF— OF FLOW SENSOR SHALL C3�, A MINIMUM OF 30i1. NOTE: LOCATE SPRINKLER CONTROLLER AND NITER ENCLOSURE AS DiRBC%ED IT TAE CITY LANDSCAPE INSPECTOR. SEE DETAIL 10. 3 FOR FULL RIQUIRIKENTS. P.O.C. ONE INCH NATER KUTI- (BI OWNER) TO IE FIILD LOCATED STATIC PRESSURE AS I'S•I ' C.C.N,D. DATA 3-13-I9 KAIIMUK DEMAND FOR LARGEST SYSTEM 34,1 G.F.K.-AT SZ P.S.I. CZ: MANZAN/rA DR/VE brxtRl ix ►ium STKBOL DESCRIPTION KANUFACTURER QUANT. G.P.K. 1 20 P.S.I. W.P. 0 1511 S.A.K. POP-UP SHRUB BEAD RAINBIRD 10Q LA 2 IA. 0.33 O 1812 S.A.K. POP-UP SHRUB READ' RXINBIRD 10H LA 240 IA, 0.65 ►'t LINE SIZE GATE VALVE MIBCO T-113 1 IA. per week for A REDUCED PRESS, BACKFLOW UNIT FIBCO 625Y -BV 1-1/2' 1 IA. Time ILOW SENSOR UNIT 1-1/2' SIZE DATA INDUSTRIES 22P 1 IA. RASTER CONTROL VALVE HARDIE 1-1/2' SERIES 100 1 EA. $ PRESSURE REDUCING VALVE WILKENS 500-:; " 1 IA. Set it 70 psi. ® IRRIGATION SYSTEM CONTROLLIR CALSENSE 2000 t 1 EA. t Nount ii teter enclosure M-T-W-TH-F-S enclosure with RAIN MASTER 24 PC perianent reiote control pig -tail, ® 11CLOSURE (electric teter) KIUG 1-M 285 1 IA. 0 ELECTRIC CONTROL VALVE RAINBIRD 125 LFA -CP -PRS 1 IA. °shown ILICTRIC CONTROL VALVE RAINBIRD 150 IFA -CP -PRS 4 IA. int KOISTURI SENSOR UNIT CALSINES 1000 S 2 IA." Reduce QUICK COUPLIR VALVE RAINBIRD 10. 33 DLRC 10 IA. (150 ft, o.e, iax.) ® WATBR BUR C.C.W.D. 11 SIZE 1 IA, — - --- IRRIGATION SUPPLY LINE CLASS 315 - 2' AND OVER SIE PLAN' — — — — SISTEM LATERAL LINES SCHEDULE 40 P.V.C, SEE PLAN VALVE STATION VALVE SIZE GALLONS PER MIMI t INSTALLATION OF MOISTURE SENSORS SHALL BE BY GENTILE ASSOCIATES (714) 458-0129 SII NOTES ABOVE. DETAIL S e 2 1 5 7 3 3 6 6 9 11 PRESSURE CALCULATIONS �4 r i \0 ' WOO 5Gt 14 I1'UIJ6 pi%_ GIS 0F_ RANG Ho 6U4 N10 W0A% j coNclt�t� Mal�krW P Rq, 1 1 MATER METER / SIZE ) e0000, 00 l' [ N. C. L. _ �1JOPJ • z(Q nth' R ELEVATION l9 , qdP qt'i �l0 X .433 - 8S P.S. I.LE �r RENOTE'CONTROL VALVE ND• I SIZE 2 MAXIMUM DEMAND. S 4- C.►.N. ELEVATION PRESSURE R R.C.Y. P.S.I. ISE ITEM P.S.I. to WATER METER /2 R.►. BACKFLOW DEVICE • 00 GATE VALVE PASTER VALVE , O 2�t PRESS. RE6. MAIN; LINE LOSS REMOTE CONTROL_ YALYE �j. 00 N !� %V4- / LATERAL LINES Q FITTINGS LOSS (101) 3 D I ELEVATION CHANGE TOTAL SYSTEM LOSSES S PRESSURE REQUIRED AT READ: TOTAL PRESSURE REQUIRED: S . O O STATIC PRESSURE AVAILABLE: REG. PRESSURE AVAILABLE (PRE-SET): 7ac>o RESIDUAL WATER PRESSURE: CITY RESIDUAL WATER - PRESSURE REQUESTED: 15-20 PSI SPRINKLER NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC ONLY, WITH SUPPLY LINES SHOWN OVER WALKS AND PAVING, SUPPLY LINES AND IRRIGATION LINES SHALL BE INSTALLED PARALLEL AND ADJACENT TO WALES, WALLS, AND CURBS, LINES SHOWN IN PARKING AREAS TO BE INSTALLED IN PLANTERS WHENEVER POSSIBLE. 2. IRRIGATION LINES ACROSS ROADS, DRIVEWAYS AND PARKING LOTS SHALL BE SLEEVED IN SCHEDULE 40 P,V.C. PIPE THAT IS TWICE THE DIAMETER OF THE INTERIOR LINE. 3. BACKFILL AND COMPACT ALL IRRIGATION LINES WITH CLEAN SOIL, FREE OR ROCK OVER 2' IN DIAMETER. BACKFILL OF LINES UNDER PAVED AREAS, SHALL BE COMPACTED TO A RELATIVE DENSITY OY 90 4. CONTRACTOR SHALL NOT ALLOW ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN TESTED, FOR A MINIMUM DURATION OF 6 HOURS AT 150 P.S.I. FOR MAIN LINES, THEN INSPECTED AND APPROVED BY THE CITY INSPECTOR S. DEVELOPER IS TO SUPPLY THI•ENERGY NECESSARY TO OPERATE THE IRRIGATION CONTROLLER, CONTRACTOR SHALL INSTALL METER CAN AND CONTROLLER ACCORDING TO THE DETAILS ON THE DRAWING. 6. CONTRACTOR SHALL PROVIDE ONE AS -BUILT CONTROLLER CHART FOR EACH CONTROLLER, PROPERLY MOUNTED IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 7. INSPECTIONS: THE FOLLOWING INSPECTIONS AND TESTS ARE REQUIRED BY THE CTIVYI 14 / DURING TRENCHING - AT MAIN LINE INSTALLATION - DURING PRESSURE TEST - COVERAGE TEST - AT FINAL WALK THROUGH, 3k MAIN LINE TEST SHALL BE 150 PSI FOR 6 HRS. KIM, AS STATED ABOVE. d G. CONTRACTOR TO NOTIFY CITY 48 HOURS IN ADVANCE OF PROPOSED INSPECTIONS. --------------V CONTRACTOR, IS TO FURNISH ALL MATERIALS AND PERFORM ALL Q WORK REQUIRED TO CORRECT ANY INADEQUACIES OF THE SYSTEMS DISCLOSED BY THE ABOVE TESTS. UPON COMPLETION OF THE IRRIGATION SYSTEK INSTALLATION AND PRIOR TO ANY PLANTING THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTE THE PRECIPITATION OF THE WATER AND ADEQUATELY COVER THE AREAS, S. CONTRACTOR SHALL WARRANT THE SYSTEM FOR ONE FULL YEAR IN WRITING AS PER SPECIFICATION REQUIREMENTS, NOTE: THIS PROJECT REQUIRES ONE (1) !CALSENSE' KOISTURE SENSOR FOR EVERY FOUR (4) IRRIGATION VALVES Q ' AND ONE 'CALSENSE' FLOW SENSOR (SIZED AS PER KANUFACTURER'SN E FOR EACH CONTROLLER UNIT INSTALLED, R COMMENDATIONS) ON THE MAIN LINE r Q FOR INSTALLATION, PLACEMENT, AND PURCHASE INFORMATION, CONTACT: 'CALSENSE' - 2075 CORTE DEL NQGAL, SUITE 'J', CARLSBAD, CALIFORNIA 92009 619-438-0525 A' CALSENSE REPRESENTATIVE AND THE CITY INSPECTOR SHALL BE PRESENT DURING THE INSTALLATION OF ALL 'CALSENSE' EQUIPKENT. CONTACT: 'GENTILE ASSOCIATES' 714-458-0129 FOR INSTALLATION OF MOISTURE SENSORS, 48 HOURS ADVANCED NOTICE WILL BE REQUIRED, 00 1 / -_ �p,tv u`'�= F rn W n s Sopnature *j L,ate \,\P lF Of CAl-�F�� WATERING SCHEDULE Operate each valve for a period of 5 minutes each day, 6 days per week for A total of 1.1 inches of water weekly. Valve Time on Time off 1 4:00 AM 4:05 AM M-T-W-TH-F-S 2 4:06 AN 4:11 AN M-T-W-TH-F-S 3 4:12 AM 4:17 AN N-T-W-TH-F-S 4 4:19 AN 4:23 AM M-T-W-TH-F-S 5 4:24 AM 4:29 AN M-T-W-TH-F-S Reduce watering to 3 times per week, 9 months after work has been completed.' . DESCRIPTION OF REVISION DATEJA CITY PPRUV[D CITY OF RANCHO CUCAl ONGA TRACT NO. 13318 Irrigation Pian APPROVED BY: CITY ENGINEER DESIGN rr DRAWN R. L. o CHECKED c L 13, DATE : aLl Zg!. C2 - RCE NO. as !197 Off'ON ASSOCIATES RECOMMENDED LAN"CAPE ARCHITECTURE W QOT E. T TH. ST.j UPLAND, CA. SHEET (Tl�i 3�T000 2 NOF O �f— L.A.NQ 1214 DRAWING N0. DATE FILE NO X � 7-L SHEET OF z A&A APX i CC> 6k - —c0WCIZET6 Mow5MIP-REQUIRED �I K=� I 1_K�� L�Nu _ rAK�wP�i' 1�.ANT IN & , NOVTT4�. p La ►� -' ` I �'" Kms( �oT,� N I :_.�' _ �: ,�► �I +� Gn M f�(o f�s fes) �r�t � J1" ✓I fir, ��r� i;� o5PALIN6f App r l At. , A x ''��kIAP.� (�OUGNr-Q �I NIL At✓E 1__IA I !o � !�� .. �'Lh,N1" �-' t✓IctJ. �(ZoM ��G1% Or✓ SIp�W�L� A5 �bWEJ V, A6:io IyTNt y Ar—f A 162 ��; f'J�; N I+ - �I �'( �QU�F.I.I Q�u' 4(o 19Ln. MIG t� 4 Alt aHOIVQ F1156 N , 0 rl- K) CSO �'r (]Ill W A L2 F 61>6 A LL.ow IA ( fSb r. 110.0. �(� UF.I�l JW (�-j ! -Ari ' G,�r , G!vc1 )1'� ff V I N F, h.r�'_ 19 R ��' �� J�= �'AK�S fi'"�G �+ �'r� �- , N s S t �v tl I TL21 �-FH a�4o�l��US �" �V�IT��I �05�'0� lu`� �a %�,I �� ,, �� �� ,� �� 10 o.6, FA ke FL.4T'Ar .Uf-� ksC I F-DUA LnNDoN PL -ANI: '79E.E 19 ( S Gv +_ Fl -ANT- AGG0001 r4 e -'l T4 61 `r �1�==�i" TIzr-_- C-1 SPE�GI nC,&l-(oNgv o.c, W 2 *roL, t,l Rlo D��, rl)Q�-)N ruUp1r-c-12A TL) L1 p orI�� C I 1 I � /iA L 11 11 11 It �� i II n3o1 zi l a&. aa oor-rLL -rgEE 8 15 61o& L 0 it it ti D.G. (FOK 510 PUKPflsEs ONLY) SEE NSE -3 -'.MEDT or,4E, �f AP -T:5 ToR501L ,(50►L rP-OH '51tln I p'.er ReD"00b G �n 1rV •pow 1<'L.AI�IT r1 T� Lr --T!5 Q � Fa L W w I tst.! 3TT: &Ze?pI,. Ca�Z^N IA 5rp,NDt:Ne7 �12fi11.1 ZE /S� �i� pL..b,�r�tu ,�►2EA � UPON COMPLETLoN of p,L- NrINo Y4 PoUND E �0N6 f4RA, , PI.A.N r TA96 PS V. 1"AC'.L P, a 5 L 0\x/, Ar "V."\ LL it 11 if 1 &5 1 2 II 11 11 11 U �I�f 1T5UW� ALLOW GA,ZANIA Al�p I"- FATS Pt -ANT W o.r-,. SfiA&0F-R rD WOFZk ANP PRIOR -"o MaJNTr--titANCF ft-�RtDp PLANTING NOTES: . 1. GRADE ALL AREAS TO DRAIN AWAY FROM BUILDINGS AND STRUCTURES. 2. REMOVE ALL WEEDS, DEBRIS, ROCKS OVER 2 INCHES IN DIAMETER. 3. PLANTING AREAS SHALL BH TO A SMOOTH AND EVEN GRADE PRIOR.TO PLANTING, SEE NOTE 3 OF GENERAL NOTES, SHEET 1 FOR SOIL PREP. REQUIREMENTS. 4. TOPSOIL IF NEEDED SHALL BE FROM AN APPROVED SOURCE. SUPPLIED WITH A FULL AGRONOMIST REPORT AS TO: pH - Ec - N - P - K ANALYSIS. S. PLANTS SHALL BE PLANTED ACCORDING TO THE DETAILS PROVIDED. 6. PLANT MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1. INSPECTIONS: THE FOLLOWING INSPECTIONS ARE REQUIRED BY THE CITY: PLANT SELECTION AND CERTIFICATION - PLANT PLACEMENT - VRIN PITS ARE EXCAVATED - DURING HYDRO -SEEDING OPERATIONS - SEED UPON DELIVERY, WITH SEED TAGS ATTACHED TO CONTAINERS, CONTRACTOR SHALL NOTIFY CITY 48 HOURS IN ADVANCE OF PROPOSED INSPECTIONS. MAINTENANCE REQUIREMENTS: 1. CONTRACTOR TO MAINTAIN PLANTINGS FOR A PERIOD OF 180 DAYS OR UNTIL ALL WORK IS ACCEPTED BY THE CITY. 2. MAINTENANCE SHALL INCLUDE ALL ITEMS REQUIRED IN THE SPECIFICATIONS PLUS ANY ADDITIONAL WORK NECESSARY TO MAINTAIN THE PLANTINGS IN A HEALTHY, GROWING CONDITION. 3. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL REPAIRS, REPLACEMENTS, PROTECTION; CLEANING AND ADJUSTMENTS NECESSARY TO KEEP THE IRRIGATION SYSTEMS FULLY OPERATIONAL THROUGHOUT THE AINTENANCE PERIOD. [)F-Tk,.Il L L fir. STI2EET- �i TYPICAL. STREET T`'REE �,oGA'T'I'o�t 'p�TAll� © TiPICAI. PL,AT1TIr�G DETAIL Q TYPICAL_ VINE PLANTINCa DETAIL -O TYPIC -AL- r5KIM6Tf-Z WALL. DETAIL QQ -TYFI GAL, Go NGKETE Mow 5TK I P DETAI 1. SHEET OF .�. •w] CALSENSE SENSOR INSTALLATION. INSTALLED BY GENTILE ASSOCIATES sw-Tttr �t,R>rAL tneCCTO" "icm�3044 rn cow: WNNt— CDKTxa — VALVE CDRIKILNMT SYSTEMlMn4m 12.' ( 1. EQUIPMENT TO It INSTALLED Al A MINi►M OF 24' FROM ANT STRUCTURES OR HAROSCAPiNG. Z. ALL ABOVE GIN"D ASSEMBLY SMALL RECEIVE (2) COATS OF REO PRIMER AND (1) COAT (ATERIOR INAKI, - COLOR AS SELECTED IT LANDSCAPE ARCHITECT. 3. WWN WiT IS N(IT TO A STRUCTURE (l1. WALL, BUILDING. ETC.) MOUNT TEST COCKS ON OPEN OR NOM -STRUCTURE SIDE. LINE SIZED BR/18S ;� .. -• - - T>�------BACKFLOW PREVENTOR ASSEMBLY GATE VALVE BRASS NIPPLE TYPICAL (4) PLACES /BASS 90' ELL • TYPICAL (2) PLACES •- --- ------ - -- - - BRASS NIPPLE /BASS WYE STRAINER WITH 10 MESH R 0 GOFFT,K MALE AAAPTOK 11`fTo TSS Ei.l.. GONG.VALR 101 1 C.L COVER NMKIO •iuIIATION ACV* 'CIMISTT'FL9 AOI IR9 L1/ t0 S►R1111t1 - ARQt PIPt 1/ SPECIFIED KPtN WITH 4S' tits ICN 40 P% IMI( AWTOR SCN b PVC 1111011 BRASS NIPPLE V IN I" MUS '4�4AATtT[' CONNECTORS V IN PLANT KOS ELECTRIC CONTROL VALVE rutsN 6RAot kI - P16 TAIL (IPAMION ` A 1001 (MIN. 2A' LONG) ' IHSS ANGLE QOBE t VALVE r/UNION s-- FLOW s 1 BRASS 111"t[ t+ 1/4. WASK0 Clusx(O AGGRt GAT E • _SCH BO M RIP91LE •-CONTROL 1 Co" WiR[S SCH 40 PVC S.S11T EEE PRESSURE SUMT LINE / I INSTALL CORTRCR VALVES A NIN'IVI OF Ir FROM STRUCTURES OR AAROSCAPiNL. 2, INSTALL VALVES RN RANT VDS WIIENEVt1l POSSIBLE NIT TO SIKWALAS. I. PLACE VALVE BOI AT ItGNT APGA(S TO STRUCTLR(S OR NAROSCAPING. A. PLACE AW(r.ATE PRIOR TO iNSTALLATION OF VALVE 801. S. A"ACN •CIMISTT' VALV( 10[NTIFICATiON TA6 WITH APRO►RIATt CORTROLLEN ANO VALVE NUNIEN , TO CM71% WINE. 6 REMOTE CONTROL VALVE WITH SHUT-OFF VALVE & UNION r BRASS UNION "EL SCREEN '- DACTI(BI WCKVC. DOVER r MCTpI O" THICK . 12' WIDE CONCRETE PAD fNC SN GAD[ REQUIRED REQ ELECTRIC METER (LENGTH VARIES PER MANUFACTURER) i 1 I1' COLOR CODED MAP FOR VALVE !1 SLOPE TO DRAIN AT MINIMJM 11 • FROM WATER SOURCE _ FINISH GRADE APPRoV5D lt'jroRT- v 'bZ., SII II i I �� • �, ., _- �� It - TNlii'A A -i., -AL— BRASS NIPPLE - TYPICAL R 0 GOFFT,K MALE AAAPTOK 11`fTo TSS Ei.l.. GONG.VALR 101 1 C.L COVER NMKIO •iuIIATION ACV* 'CIMISTT'FL9 AOI IR9 L1/ t0 S►R1111t1 - ARQt PIPt 1/ SPECIFIED KPtN WITH 4S' tits ICN 40 P% IMI( AWTOR SCN b PVC 1111011 BRASS NIPPLE V IN I" MUS '4�4AATtT[' CONNECTORS V IN PLANT KOS ELECTRIC CONTROL VALVE rutsN 6RAot kI - P16 TAIL (IPAMION ` A 1001 (MIN. 2A' LONG) ' IHSS ANGLE QOBE t VALVE r/UNION s-- FLOW s 1 BRASS 111"t[ t+ 1/4. WASK0 Clusx(O AGGRt GAT E • _SCH BO M RIP91LE •-CONTROL 1 Co" WiR[S SCH 40 PVC S.S11T EEE PRESSURE SUMT LINE / I INSTALL CORTRCR VALVES A NIN'IVI OF Ir FROM STRUCTURES OR AAROSCAPiNL. 2, INSTALL VALVES RN RANT VDS WIIENEVt1l POSSIBLE NIT TO SIKWALAS. I. PLACE VALVE BOI AT ItGNT APGA(S TO STRUCTLR(S OR NAROSCAPING. A. PLACE AW(r.ATE PRIOR TO iNSTALLATION OF VALVE 801. S. A"ACN •CIMISTT' VALV( 10[NTIFICATiON TA6 WITH APRO►RIATt CORTROLLEN ANO VALVE NUNIEN , TO CM71% WINE. 6 REMOTE CONTROL VALVE WITH SHUT-OFF VALVE & UNION CONCRETE VALVE BOX WITH C.I. LID f1AP_K L.IP 47 DI REGTED COMMON WIRE- j��F�---+ CONTROL— VALVE 3/4' WASHED AGGREGATE BASE %1 MASTER CONTROL VALVE INSTALLATION r 'Sty# -1113 (2) ►LACES MEYERS : DACTI(BI WCKVC. DOVER r MCTpI 12't11'K11' CONCRETE fNC SN GAD[ REQUIRED REQ ELECTRIC METER THRVST BLOCiLS - TYPICAL COLOR CODED MAP FOR VALVE !1 (2) PLACES 'F aTvaro� _ SCM 40 WC MALE ADAPTORS APPRoV5D lt'jroRT- I o� • TYPICAL (2) ►LACES I 106 . Rau -MART 111 r LiNE TO SYSTEMS 120 VOLT WIRE IN RICID STEEL EGI LCATI0N5 F FL a--+ GIA45 V5 PV,G. CONDUIT (PER LOCAL CODE) INKVIuY1I�R ON -DFP SWITCH AND 110 VOLT -B" �o� �4Doif(vwa� R��LI IRAN E� EXTERIOR OUTLET TO RE PROVIDED BY BRASS 90' ELL - TYPICAL (2) PLACES r 1 CONTRACTOR. C' it Ie I rj'"� BACK FLOW PREVENTOR DETAIL J PEA GAVEL r CONCRETE VALVE BOX WITH C.I. LID f1AP_K L.IP 47 DI REGTED COMMON WIRE- j��F�---+ CONTROL— VALVE 3/4' WASHED AGGREGATE BASE %1 MASTER CONTROL VALVE INSTALLATION 'SNAP -TITS' ELECTRICAL �— CONMECTORS FINISH GRAD CONTROL WIRE 12 f -OW -ESTE VALVE BOX 6 COVER MARKED "IRRIGATION GATE" "CHRISTY- FLB BOX i FL80 L10 (OR EQUAL) r—FiNISH GRADE d BRASS GATE VALVE �+ WITH BRONZE HANDWHEEL °� •�'-"�"•��'' �+ �'b a ?' 3/4• WASHED CRUSHED •` o° .o o "• • ; .I hill AGGREGATE BASE 00 • o -�3i III SCH 40 PVC MALE ADAPTORS NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. GATE VALVE- 3t1 or smaller /2' ABOVE FiNISH GRADE tvEFRUCA's OUL OLTS: JRE VINE TO WALL WITH 5/1' DIA. EYEBOLTS EAD Sr -LDS INTO 1/2' DRILL HOLES A. . WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S O � FOR FUTURE USE. CONCRETE VINE COLLARS IN TURF AREAS'ONLY.KTBALEL OF COLLAR TO BE TWO TIMES THE DIAMETER OF RO !!UM. SHRUB HEAD GRADE SCH 40 ►YC 90' STREET ELL MARLEK 90' STREET ELL SCM 10 PVC NIPPLE - TYPICAL (2) PLACES ANTi-DRAIN VALVE AS REQUIRED NOTE: 1. LOCATE HEAD f' FROM WALKS, CURBS, NJIROSUPIRG, MDV STRIP, HEADER BOARD, AND EDGE OF LAWN. 2. LOCATE STREAM SPRAYS 6' FROM ALL STRUCTURES. AND SPRAT HEADS 32' FROM ALL STRUCTURES IN SHRUB AREAS BUT 6- FROM ALL STRUCTURES IN GROUND COVER AREAS. ). USE TEFLON TAPE 00 ALL MALE THREADS. n HI -POP SHRUB SPRAY 0 o, 4 " a 48"ozI V �u D 411 k.o 4 coufi MINI l 'Sty# -1113 WNTM e•4• orto.Txre AM MEYERS : MU1,GN 21' LAYrK WCKVC. DOVER r MCTpI MEUC-I-M 221SENCLOSURE fNC SN GAD[ 01 EQW_ ELECTRIC METER COLOR CODED MAP FOR VALVE 16". V.I.T. twist brace. flan es 6cf-CWedto _ LOCATION INSIDE (PER. SPEC'S.) aTvaro� _ C931VU X00 COUTPOLL1I11, APPRoV5D lt'jroRT- I WALL MOUNT CONTROLLER - '�evw I 106 . Rau -MART TAS p � � 120 VOLT WIRE IN RICID STEEL EGI LCATI0N5 F RL_M" OVER. �i0i�% CONDUIT (PER LOCAL CODE) INKVIuY1I�R ON -DFP SWITCH AND 110 VOLT -B" �o� �4Doif(vwa� R��LI IRAN E� EXTERIOR OUTLET TO RE PROVIDED BY PLANTING DETAIL r 1 CONTRACTOR. d, Ie I 'SNAP -TITS' ELECTRICAL �— CONMECTORS FINISH GRAD CONTROL WIRE 12 f -OW -ESTE VALVE BOX 6 COVER MARKED "IRRIGATION GATE" "CHRISTY- FLB BOX i FL80 L10 (OR EQUAL) r—FiNISH GRADE d BRASS GATE VALVE �+ WITH BRONZE HANDWHEEL °� •�'-"�"•��'' �+ �'b a ?' 3/4• WASHED CRUSHED •` o° .o o "• • ; .I hill AGGREGATE BASE 00 • o -�3i III SCH 40 PVC MALE ADAPTORS NOTE: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. GATE VALVE- 3t1 or smaller /2' ABOVE FiNISH GRADE tvEFRUCA's OUL OLTS: JRE VINE TO WALL WITH 5/1' DIA. EYEBOLTS EAD Sr -LDS INTO 1/2' DRILL HOLES A. . WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S O � FOR FUTURE USE. CONCRETE VINE COLLARS IN TURF AREAS'ONLY.KTBALEL OF COLLAR TO BE TWO TIMES THE DIAMETER OF RO !!UM. SHRUB HEAD GRADE SCH 40 ►YC 90' STREET ELL MARLEK 90' STREET ELL SCM 10 PVC NIPPLE - TYPICAL (2) PLACES ANTi-DRAIN VALVE AS REQUIRED NOTE: 1. LOCATE HEAD f' FROM WALKS, CURBS, NJIROSUPIRG, MDV STRIP, HEADER BOARD, AND EDGE OF LAWN. 2. LOCATE STREAM SPRAYS 6' FROM ALL STRUCTURES. AND SPRAT HEADS 32' FROM ALL STRUCTURES IN SHRUB AREAS BUT 6- FROM ALL STRUCTURES IN GROUND COVER AREAS. ). USE TEFLON TAPE 00 ALL MALE THREADS. n HI -POP SHRUB SPRAY 0 o, 4 " a 48"ozI V �u D 411 k.o 4 coufi MINI Rft"OO"c" ItVALVE BOX 1 COYER MARFED -PRESSURE REGULATOR - r iINISM GRADE R Il PRESSURE REGULATOR FSR PIPE TO BACKFLOW t'-� PREVENTOR Rov-* CORRECT VALVE SEQUENCE. 3/4' WASHED CRUSHED AGGREGATE S. RUN ONE EXTRA WERE (COLOR: ORANGE) TO FARTHEST ICV - FOR FUTURE USE. MSE IRRIGATION CONTROLLER ^ RAIU 11RD33 OLRCVtTX TELLOV RUBBER GAP - SUPPLY ONE KEY PER 12 QCV'S INCLUDING NOSE SWIVELS. FINITE GRADC - INSTALL IN� — - PLANTER SED ONLY Fit - ^I : BRASS NIPPLE BRASS 90' ELL BRASS 90' STRCET ELL - BRASS NIPPLE - 6" LONG BRASS 90' STREET ELL - DETAIL MANUFACTURERS' PH. NO.: (213) 724-0450 STRUCTURK OR KARDSCAPIIIG t_ lf" Maxte� I• I STAINLESS STEEL SCREW CLAMP MINIMUM (3) PLACES 04 REBAR STAKE (24" LONG) PRESSURE SUPPLY LINE FITTING c I-- PRISSURE SUPPLY LINE QUICK COUPLING VALVE WITH METAL STAKE tvt IX2B� tloll`WHp 51XH P5T"og ep OL4 .s� MATGN EA v n �11 e_1 _ AQP 6Nr r24crs - �olof�aN� MAT��{ EXISTI N�. G12AD��' �.� • . �• .. • •2ocb .l? 5. I' GONG . T,_SLUMPSTONE PERIMETER WALL DETAIL PRESSURE REGULATOR VALVE It CALSENSE QPM ft"M vAtvt Dat r M Tea- Mus WNTM e•4• orto.Txre AM MEYERS : r VI vatm WAS WCKVC. DOVER r MCTpI MEUC-I-M 221SENCLOSURE fNC SN GAD[ 01 EQW_ ELECTRIC METER COLOR CODED MAP FOR VALVE 16". V.I.T. twist brace. flan es 6cf-CWedto _ LOCATION INSIDE (PER. SPEC'S.) aTvaro� _ C931VU X00 COUTPOLL1I11, I I i _ I WALL MOUNT CONTROLLER - 5 FU% — jT_TT I MOUNT WITHIN ENCLOSURE. �: H--11 R L _ _ _ J 120 VOLT WIRE IN RICID STEEL 2e Ella. lodgepole pine stakes 10' long (2) CONDUIT (PER LOCAL CODE) = 111 ON -DFP SWITCH AND 110 VOLT I2 EXTERIOR OUTLET TO RE PROVIDED BY • r 1 CONTRACTOR. d, Ie I LOCK NUT 1' (( FC]LADE C01.O10N WIRE/CONTROL WIRES IN 3" SCH.. SO PVC CONDUIT J PEA GAVEL r S" 2' X 3' X 4" CONCRETE FOOTING MIN,. j INSTALL A MINIMUM OF 3" ABOVE dill M 441, CBLADE AND SLOPE TOP TO DRAIN - '• *: AT A MINIMUM OF 2E fi fI OF 12 DIRECT BURIAL WIRINC TO a -- -- VALVES: .BUNDLE AND TAPE EVERY VIC 6" 15 FT. O.C. INSTALL WITHIN MAIN 12 PIPE FROM METER grade LINE TRENCH. L J ✓ \ REFER TO DETAIL NO. NOTES: �u 1. INSTALL CONTROLLER PER MFC. PRINTED INSTRUCTIONS AND PER LOCAL CODES LOCATION TO BE APPROVED IN FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTIO1 _ 'FINISHi 2 COATS SEMI -GLOSS ENAMELCOLOR PEP tITY 2. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE REO 1N COLOR. a Il 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL. VALVE. st 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATINC SEQUENCE OF REMOTE CONTROL ' - VALVES AND AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. A!gwl SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR oBackfill Rft"OO"c" ItVALVE BOX 1 COYER MARFED -PRESSURE REGULATOR - r iINISM GRADE R Il PRESSURE REGULATOR FSR PIPE TO BACKFLOW t'-� PREVENTOR Rov-* CORRECT VALVE SEQUENCE. 3/4' WASHED CRUSHED AGGREGATE S. RUN ONE EXTRA WERE (COLOR: ORANGE) TO FARTHEST ICV - FOR FUTURE USE. MSE IRRIGATION CONTROLLER ^ RAIU 11RD33 OLRCVtTX TELLOV RUBBER GAP - SUPPLY ONE KEY PER 12 QCV'S INCLUDING NOSE SWIVELS. FINITE GRADC - INSTALL IN� — - PLANTER SED ONLY Fit - ^I : BRASS NIPPLE BRASS 90' ELL BRASS 90' STRCET ELL - BRASS NIPPLE - 6" LONG BRASS 90' STREET ELL - DETAIL MANUFACTURERS' PH. NO.: (213) 724-0450 STRUCTURK OR KARDSCAPIIIG t_ lf" Maxte� I• I STAINLESS STEEL SCREW CLAMP MINIMUM (3) PLACES 04 REBAR STAKE (24" LONG) PRESSURE SUPPLY LINE FITTING c I-- PRISSURE SUPPLY LINE QUICK COUPLING VALVE WITH METAL STAKE tvt IX2B� tloll`WHp 51XH P5T"og ep OL4 .s� MATGN EA v n �11 e_1 _ AQP 6Nr r24crs - �olof�aN� MAT��{ EXISTI N�. G12AD��' �.� • . �• .. • •2ocb .l? 5. I' GONG . T,_SLUMPSTONE PERIMETER WALL DETAIL PRESSURE REGULATOR VALVE It CALSENSE QPM ft"M vAtvt Dat r M Tea- Mus WNTM e•4• orto.Txre AM r VI vatm WAS WCKVC. DOVER r MCTpI fNC SN GAD[ 01 EQW_ 16". V.I.T. twist brace. flan es 6cf-CWedto _ o ~ aTvaro� T m:a I I i _ I I� �oo ,KWNWCTOtS 5 FU% — jT_TT �: H--11 R an M pre PIMCTM 2e Ella. lodgepole pine stakes 10' long (2) * '° 10" ,- = 111 FLOW I2 with wood preservative stain, stake a minWum • Ii j ,J • d, • Z .� vnvanr of 1I" Into undisturbed soil and align stakes PEA GAVEL r Qp0 Ill cumQP0 M 441, stakes for E.wcalyptus) LooctroLt To RK TNEATED. eALSauL ram Sell :vela• FLOW SENSOR INSTALLATION C r5;� t�D6ES %Z RADIUS PRIVA77F_ AREA AREA - ..... (� v .. 1.1 Ot 3 �d,CL GOtlt- - 11 F CONCRETE M•OW STRiP DETAIL SHEETOF�_ Rt- Gncl++ws e4DOUBLE STAKING • SiOL"{` 1. 16". V.I.T. twist brace. flan es 6cf-CWedto • • ialY • s� lodgepole pine stakes with l " -ad se.ewS . BETE•-�- I 2e Ella. lodgepole pine stakes 10' long (2) * '° 10" ,- I2 with wood preservative stain, stake a minWum of 1I" Into undisturbed soil and align stakes +) parallel to center line of street. (use 12' stakes for E.wcalyptus) LooctroLt To RK TNEATED. s'D4"AL"F. fI 84 gravel backflliA • - s `"L \\o •e • I tHevt ✓eAanl • • �lfinished grade L J ✓ \ __;;:Deep root or equal control planter 29-18-P where required or approved .` 21-n* z,"■owaAm• �.......-. F= A!gwl �...,..-.- ...r oBackfill TOftL free bf rocks 3• In dia. or greater SE•ke troe town�ds GENERAL NOTES ' ' r previlirlwend .n sit ce5e5. TWICE ROOT KALI DIAMETFA I •-T See tree list for proper spacing. • EXTERIOR STREET STREET TREE LOCATION A B TREE PLANTING DETAIL DETAIL PER CITY STD 601 r5;� t�D6ES %Z RADIUS PRIVA77F_ AREA AREA - ..... (� v .. 1.1 Ot 3 �d,CL GOtlt- - 11 F CONCRETE M•OW STRiP DETAIL SHEETOF�_ IRRIGATION SYSTEM GENERAL REQUIREMENTS A. Major Items of work: Furnish all materials, services and equipment necessary to fully install a complete and satisfactory sprinkler system. Locate connection points and make proper connections. Pay for the cost of all utilities required. Obtain and pay for all required permits and inspections. B. Ordinance and Regulations: Install required back-flow protection devices as approved by the authorities having jurisdiction. C. Materials: Shall be of the best grade of their respective kinds and shall be of the same brand or manufacture throughout. All materials and equipment shall be new and in perfect condition when installed. The following list comprises the principle materials but does not set the limitation for materials required. 1. Supply Pipe: Pipe from supply to control valves and hose bibs shall be schedule 40 for sizes up to 2," and class 315 for larger sizes. Type 1220 P.V.C. extruded from virgin materials. 2. Irrigation Pipe: Sch 40 P.V.C. Type 1220. 3. Plastic Pipe Fittings: Shall be schedule 40 P.V.C.. tapered socket type, suitable for either solvent weld or screwed connections. Flange and saddle tees will not be allowed. Solvents shall be as recommended by the pipe and fitting manufacturers. 4. Shut-off Valves: 200 pound class A.W.W.A. approved brass body with rising stem, installed with concrete access box and lid. 5. Backflow Devices: As indicated on the drawings, installed according to the detail and to meet local codes. 6. Control Valves: As indicated on the drawings, with manual bleed and flow control, installed in one of the following type access boxes; precast concrete, high impact styrenes, or polyoefin and fiber. Connect valves to the controller in the sequence called for, and mark the valve number on the top of the valve box by stenciling the controller sequence number on the lid with white paint, in 1" size letters. 7. Control Wire: UF, solid copper, vinyl insulated, 600 volt rating for direct burial installations. Colored wire for pilot, white for common ground. Wire sizes, 14 ga. to 7501, 12 ga. to 12001, 10 ga. above 1200 ft. in length from valve to controller. Ilse waterproof wire connectors and sealer on all splices. Provide a 24" expansion pig -tail coil at each control valve, and at each change of direction in the wire rim. B. Automatic Sprinkler Controller: As indicated on the drawing, complete with electrical hook-up and proper mounting. Encase all exposed control wire in electrical conduit of the size required. 9. Sprinkler Heads: Shall be of the types and sizes shown on the drawings and the sprinkler legend. All heads shall have an adjustable flow. 10. Backflow Device: Shall be as indicated on the drawings and as approved by authorities having jurisdiction, installed to meet local codes. 11. Hose Bibs: Bent nose type, 3/4" x 3/4" size, all brass with lock shield and removable key. Provide one key with each hose bib. 12. Risers: All risers to hose bibs, and backflow devices, be schedule 40 domestic galvanized steel of the required sizes. Risers to sprinkler heads shall be as indicated on the drawings. All shrub heads will be set to grade. WORK PROCEDURE: D. General Requirements For Piping: 1. Install pipe lines in the locations, and of the sizes shown on the Drawings. Where piping on the Drawings is under pavement, install the piping in the adjacent planting area. 2. All piping shall be assembled free from dirt. 3. The main line shall be flushed out and tested for leaks before backfilling. Each section of lateral pipe shall be flushed out before sprinkler heads are attached. 4. Generally, piping under concrete shall be done by jacking, boring or hydraulic driving, but where any cutting or breaking of concrete work is necessary it shall be done and replaced by this Contractor as part of the Contract cost. Permission to cut or break sidewalks and/or concrete must be obtained from the City Authorized Representative. No hydraulic driving will be permitted under asphaltic concrete paving. 5. Underground lines up to 2" inclusive shall have a minimum horizontal clearance of 12" from each other. All lines shall have a minimum horizontal clearance of 6" from the lines of other trades. This requirement does not apply to any lines crossing at angles from 45 to 90 degrees with each other . A minimum 2" vertical clearance shall be maintained between lines which cross between these angles. 6. Do not install lines parallel to, and directly over another line. E. Laying of Plastic Pipe: 1. All wain line pipe in the system up to and including 2" shall have an earth coverage of 18". All main line pipe 3" and 4" shall have an earth coverage of 24". All pipe beyond control valves in lawn sprinkler sections shall have an earth coverage of 18" to pop-up rotary heads, 12" to stationary pop-up heads and shrubbery heads. 2. All lumber, rubbish, and large rocks shall be removed from the trenches. Pipe shall have a firm, uniform bearing for the entire length of each pipe line to prevent uneven settlement. Pad the trenches with dirt or sand if the soil is extremely rocky. 3. Plastic pipe shall not be laid when there is water in the trench. 4. Pipe shall be snaked from side to side of trench bottom to allow for expansion and contraction, during backfilling. 5. All foreign matter or dirt shall be removed from the inside of the pipe before it is lowered into position in the trench and it shall be kept clean during and after laying of pipe. F. Threaded Connections: I. On plastic to steel connections, the Contractor shall work the steel connections first. A teflon pipe thread compound shall be used on all threaded plastic to steel joints, and light wrench pressure is all that shall be used. 2. Joints on sprinkler risers shall be as shown on plans. All shrub heads shall be pop-up type set to grade. G. Plastic pipe and Fittings Assembling: 1. Contractors shall use only the solvent recommended by the manufacturer to make plastic pipe joints. 2. Pipe and fittings shall be primed and cleaned of dirt, dust, and moisture before applying solvents. 3. Apply an even coat of solvent to the outside of the pipe to the depth of the fitting socket, then apply an even coat of solvent to the inside of the fitting , using caution not to apply excess solvent. Quickly insert the pipe into the fitting and turn the pipe one quarter turn. Hold the joint for approximately 15 seconds to keep the fitting from pushing off the pipe. H. Sprinkler Heads: 1. Lawn sprinkler heads in open seeded areas shall be set 1/2" above finish grade, the Contractor shall make adjustments necessary to bring the heads to proper grade following seed germination. 2. Lawn sprinkler heads 12" along walks and drives may be set to grade at the time of installation. 3. Heads in groundcover and shrub beds and along the edges of walks, curbs, and drives, shall be pop-up types of the manufacturer called for on the drawings. I. Control Valves and Backflow Devices: 1. Risers for control valves above grade, backflow devices, and hose bibs shall be as indicated on the drawing details. 2. Locate backflow devices in shrub or groundcover areas only, unless specifically directed elsewhere, by the City. 3. Sprinkler control valves located below grade shall be 8" win. to 12" max. below grade. 4. Anti -siphon type control valves located above grade shall be 12 inches higher than the highest head in the system served. J. Testing: 1. Tests on pressure lines shall be completed prior to backfilling, center load pipe between fittings to insure stability of pipe under pressure, all fittings and couplings must be open to visual inspection during the testing. 2. Solvent welded joints shall have 12 hours to set and cure prior to any testing. 3. Pressure lines shall be tested for a minimum period of 6 hours and proven tight. Leaky joints shall be replaced and tests repeated for 6 hours. 4. Upon completion of the sprinkler system installation and prior to any planting, the Contractor shall adjust sprinkler heads to properly and evenly distribute the water and adjust the systems for the City Inspector to determine if the coverage of the planted areas is complete and adequate. 5. Contractor shall furnish all materials and labor to correct any inadequacies of coverage disclosed by the coverage test. K. Backfilling Trenches: 1. Backfilling shall be done only during the cool part of the day when daytime temperatures are above 80 degrees. 2. Select fill -dirt or sand shall used if the soil conditions are rocky. L. Plastic Pipe Guarantee: 1. Specifications and literature for plastic pipe and fittings shall be submitted for approval prior to starting the work. Submission of samples may also be required. 2. Pipe and fitting manufacturers shall provide a one year written guarantee covering workmanship and materials for all plastic pipe and fittings. M. Closeout: 1. Contractor is to provide one controller chart for each controller installed. Chart shall be the maximum size that the controller housing door will allow, showing the areas covered by that controller. Charts are to be a reduced As -Built drawing of the system, and are to be fully legible and color coded to indicate the coverage of each individual station. Charts shall be hermetically sealed between two pieces of 20 mil. plastic, then mounted using Velcro tape. Charts must be complete and in place prior to final acceptance of the work. WORK PROCEDURE: C. Preliminary Grading: 1. Preliminary grading shall be done after the installation of soil conditioners. Excess soil shall be redistributed before application of soil conditioners and fertilizers. 2. All areas shall be cleaned of all weeds, debris, damaged soil, rocks over 3' in diameter, and clumps of earth that will not break, prior to grading operations, and again after finish grades have been established. D. Soil Conditioning and Fertilizing: 1. All areas shall be cultivated to a depth of 6" (six inches) 2. Upon completion the Contractor shall instruct the City's Representative in the proper operation and maintenance of the 2. Incorporate the soil amendments in the upper six inches of all systems, and furnish a complete set of operating instructions. planting areas at the rates shown in the agronomist report. Mix by 3. All work under this Contract shall be guaranteed by the rototilling or disking until all pockets and layers of soil, and Contractor in writing against all defects and faulty workmanship soil conditioners are eliminated. or materials for a period of one year E. Finish Grading; 4. Any settling of backfilled areas which may occur during the 1. Finish grades shall be those indicated on the drawings or as one year period shall be repaired by the Contractor without may be controlled by existing installations. Grades not otherwise expense to the City, including damage to plantings, paving, or indicated shall be uniform, straight levels between points where other improvements of any kind. elevations are determined. Finish grades shall be smooth and even 5. Before the date of the final inspection, the Contractor shall of a uniform plane with no abrupt change in surface. Minor transfer all information from the "as -built" prints to a mylar, modeling of the ground surfaces may be required. procured from the Architect. All work shall be neat, in ink and 2. Grades shall provide for the natural run-off of water without subject to the approval of the City. low spots or pockets. Flow lines shall be set by instrument and 6. Furnish the following at final inspection: shall be the maximum gradient possible. 6 bodies with 4 inserts each pattern 3. Finish grade of all shrubbery and groundcover areas shall be 4 oscillate heads (when used) two inches below the grade of adjacent walls, pavement, curbs, 4 rotary heads (when used) etc., except where water flows across same. 3 3o" keys (manual valves) , 2 keys for each controller F. Tree and Shrub Planting; 2 keys for each enclosure lock 4 coupler inserts and hose swivels 1. Plant all plants at their natural growing depth, in the 3 H.B. key (when used) locations shown on the drawings. 1 soil probe 36" Oakfield Mode B 1 valve box key 2. Excavate pits with square and vertical sides, 2 times the 1 five foot tee wrench (gates 3") where applicable diameter and to the depth of the size of the plant container. LANDSCAPE PLANTING 3. Set plant in center of pit in a vertical position, with crown level with finish grade. Backfill balance of pit with the GENERAL REQUIREMENTS following prepared mixture: A. Major Items of Work: Furnish all materials, labor and 3 parts top soil/soil from site equipment necessary to completely install all landscape work as 1 parts redwood shavings shown on the drawings, including the following: 1/4 pound bone meal Grow power plant tablets per manufactures's Obtain and pay for all permits, tests and inspections. " ' instructions - Protect and maintain plantings for the period called- ''. _. • = . • for under the maintenance section of these specifications. 4. Construct a six inch deep water basin, mulch with a two (2) inch layer of redwood shavings, and water thoroughly, backfilling B. Materials: Shall be of the best grade of their respective kinds. with additional mix where voids appear. The following list comprises the principle materials but does not set the limitation for materials required. G. Ground Cover Planting: 1. Plant Materials: Shall be healthy, well estahlished nursery 1. Install plants in areas to spacing shown on the drawings, in stock free of insects and diseases. Ievenly spaced and staggered rows. Quantities shall be as shown on the planting plan, and plants 2. Excavate pits a minimum 4"x4" with sufficient depth to allow shall be of the species and sizes indicated on the plant list, root system to hang free in pit. Place each plant at its natural growing depth and firm soil around base without piling at crown. All plants shall be inspected and approved by the City prior to planting. i. Water thoroughly after sufficient area has been planted. Any 2. Concrete Mow Strips: 2,000 psi compressive strength concrete, installed according to details. 3. Tree Stakes and Guys: Tree stakes shall be treated lodge pole piiie, installed according to the details. Trees larger than 24" box shall be guyed with 12 ga. galvanized wire. rubber hose ties, and deadmen as indicated on the drawings. 4. Tree Ties: Ot the type indicated on the tree staking detail. 5. Agricultural Gypstim: A commercial brand of calcium sulfate, delivered in properly laheled, unopened sacks. plantings showing evidence of drying out or badly wilting will not he accepted. H. Tree Staking: 1. All trees designated to be staked shall be staked as indicated on the drawing. I b. Redwood Shavings: Pure redwood shavings or nitrolized fir shaving:, resulting from milling operations, free from blocks of wood. or other foreign materials. Source of shavings to be approved by the City. 7. Peat Moss: Commercial grade, salt free peat moss, delivered in unopened and labeled bales. 8. Planting Tablets: 20-10-5 analysis prolonged release nitrogen. Plant tablets shall be Grow Power. 9. Commercial Fertilizer: Shall bear the manufacturer's guaranteed statement of analysis and shall be controlled release type fertilizer with the following minimum requirements; 16% nitrogen - 7% phosphoric acid - 12% potash plus iron. 10. Steer Manure: Aged for a minimum of six months, free from noxious salts, weed seed, straw or other objectionable materials and shall be dry, loose ani triable. 11. Bone Meal: Fine ground, steamed, dry material with a minimum analysis of 1% nitrogen, 30% phosphoric acid, and 69.5% undiluted bone. 12. Samples: Samples of redwood shavings, steer manure, fertilizer and seed shall be submitted for approval, and shall be stored on the site until furnishing of materials is completed. 13. Certificates: Certificates for each delivery of bulk material shall be furnished to the City by the Contractor. Certificates shall state the source, quantity and type of material, date and address of the delivery location. 14. Contractor shall furnish an approved agronomist report to the City Inspector prior to any planting. Amendments to backfill and soil preparation shall be performed in accordance with the report. Items on plan are listed for bidding purposes and are minimum requirements, regnrdless of said report. 2. Tree ties shall be fastened to the tree and stake by looping the ties in figure 8's with the inside diameter of the tie at two to three times the diameter of the tree trunk. Fasten tie to the stake with one galvanized roofing nail. �lea•Ck Up:. Upon completion of all planting work and before acceptance of the project for maintenance, the Contractor shall remove all material, equipment, and debris resulting from his work. J. Protection: At all,times adequate protection shall be furnished for all planted areas against damage of any kind, until final acceptance of the work. K. Guarantee: All work done under this contract shall be guaranteed against any or all defects and fault of material and workmanship for a period of one (1) year from the date of completion by the Contractor without expense to the City. Contractor shall instruct the City representative on how to properly maintain and care for the plantings as a requirement of this Contract. L. Completion: A final Inspection shall be held upon completion of the work, providing the Contractor has completed the installation of all phases of the Contract and conformed to all requirements of these Specifications. The Contractor shall notify the City and the Landscape Architect 24 hours in advance of the time final approval is requested. Work shall be complete upon final inspection by the City and the Landscape Architect. M. Maintenance of Plantings: 1. The Maintenance Period: Shall be 180 days beginning on the day of the check inspection after all work has been installed and approved by the Landscape Architect and the City Inspector. The maintenance period may be extended to include any additional time that may be required to meet the requirements of the work specified. 2. Watering: Water all plantings to assure complete germination and continued growth of the plantings. Areas that do not have sprinkler coverage or which may require additional deep watering shall be watered by hand hose watering or temporary sprinklers on stands as may be required. Adjust all sprinkler heads in each area and zone of exposure so that the optimum amount of water is applied at the proper times. 3. Cultivating and Weeding: Cultivate and weed all planted areas at regular intervals not exceeding 15 days. Exercise care when cultivating to avoid damage to roots of the plants. Chemical Heribicides may be used to control weeds at the option of the Contractor and upon Approval by the City. 4. Pest and Disease Control: Spray as necessary to control all infestations, as approved by the City Inspector. 5. Plant -Replacements: During the maintenance period, should any plant show weakness and probability of dying it shall be replaced iby the Contractor within 5 days of notification to do so. At the end of the maintenance period, all plant material shall be in a healthy growing condition. 6. Final Inspection: Will be held by the City at the end of the maintenance period. s� SHEET OF- 9"., U