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HomeMy WebLinkAbout2027-L 1 , DEVELOPER/OWNER LANDSCA .PE ARCHI ECTURAL PLANS H & L INDUSTRIES, INC, 1760 YEAGER AVE. LA VERNE, CA 91750 OR TEL: (909) 569-3355 CONTACT: SUSAN LIU BASELINE ROAD , WEST QF HERMOSA TR 16554 LANDSCAPE MAINTENANCE DN0 . 1 VICINITY MAP GENERAL NOTES - SHEET INDEX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. L-1 TITLE SHEET 210 FWY 3. ALL WORK SPECIFICATIONS LFORPUBLIC WORKS E ACCORDING CONSTRUCTION.CURRENT CITY STANDARDS AND THE CURRENT STANDARD L-2 CONSTRUCTION PLAN 19TH STREET 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-3 DAMAGE INSURANCE AS REQUIRED BY LAW. PLANTING PLAN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT L—LI, IRRIGATION P 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. LAN Ld 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SMALL BE FURNISHED TO THE CITY INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. Z Z L-5 PLANTING AND CONSTRUCTION DETAILS Lij W7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS BASELINE ROAD Q HAVE BEEN APPROVED BY THE CITY ENGINEER. L-6 IRRIGATION DETAILS U)8 • SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SMALL HAVE A 1 FOOT < SITE 0 WIDE FLAT AREA AT THE TOE OF SLOPE. L-7 _ � 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECT PLANTING AND CONSTRUCTION SPECIFICATIONS TR 16554 W OR THAT ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL Q _ CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-8 IRRIGATION SPECIFICATIONS OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. FOOTHILL BLVD 10. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. E OMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. LOCATION/VICINITY MAP 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLO'IfING CRITERIA: NOT TO SCALE BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS * BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY, APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. MAINTENANCE RESPONSIBILITY MAP 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: * PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. CONSULTANTS * PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL. BE FURNISHED TO THE CITY INSPECTOR. * ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. * ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE �ENGINEERING DIVISION. * PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. CIVIL ENGINEER. O ® p TRACT 11577 TRACT 11577 64VE DESIGN , S GN BIND �NGINEERIN __ - - - G 21017 COMMERCE POINTE DRIVE, WALNUT CA. 91789 � o ,moo o v i v a Lor GAUGE T 3 0 GARAGE =16.00 TEL: (909) 869-5777 . FAX: (909) 869-5778 PNEWA ® LFr16• pL-1s.Yo fF.-10.� r �t+is+y ru TRACT 1157 PM=13- 1 P 16.00 LANDSCAPE QUANTITIES n Lo s LOT 2 � GAUGE PAD-13.30 T Y 8A 3 �� � /'y rrol0al raL 9p r ` `V. /� A' 8 a O < O BASELINE ROAD SIZE QUANTITY k= G DAA'= i <, �p TOTAL SQUARE FOOTAGE S.F. ' 's' L A TOTAL ACRES LO 1 r tw IACRES (( � ,.� "� PAD=, .030 c ` Rx.Woc� PADAx sr ® �£ W LANDSCAPE AREA W DESCRIPTION OF REVISION DATE clrY N a -�' S.F. 1 AFPROVM; TRACT 11577 � `' HARDSCAPE AREA _. - �-+ CITY OF RANCHO CUCAMONGA F S.F. Z (TO INCLUDE COBBLE AND SIDEWALK OVER 4') , _L -'- 'fs. �.—r.�_ _ _.- NJ1CV w ^"�` T'v""� Co �p•1�I1� ���� - I...O �' VI 1 b I� � 1 O �'�►�— � � . ��� — — a ' — . a 3�x TREES: PU13LIC IMP1101/ MENY t # F1ERCwf05A VENUES/e� - =d `� MAGNOLIA GRANDIFLORIA SAMUEL SOMMERS' . �— k I LAGER` 1 sill ►---� TITLE SHEET I UEMIA INDICA NATCHEZ fJ ( ) y BASELINE ROAD, WEST OF HERMOSA TRACT NO. 16554 Y: DATE: 7 5 SHADE AREA INDICATES LMD MAINTENANCE AREA APPROVED B _ �o`ANo cqCITY E�dGINEER RCE: 24953_ 4. y DESIGN PLAN PREPARED RECOMME ID-D c L.G.T LARRY G. TISON & ASSOCIATES LARRY G. TISON, A.S.LA LANDSCAPE ARCHITECTURE DRAWN SHEET 314 E. BROADWAY, SUITE D GLENDALE. CALIFORNIA 91205 s�9 Date P L.G 818-241-9169 L--1 OF 8 F of CA00� CHECKED LARRY G. TISON R.LA NO 1844 DRAWING NO. Z.L. DATE _ JUNE 3, 2004 FILE NO aoA - SHEET NO. w I ' ' PUBLIC IMPROVEM ENT- - CONSTRUCTION PLAN T T 16554 Nom + i r ZN� PROVIDE 6' MOWCU B Q°�e ti ® END OF LMD et �� ----X-9- •-.--x , x __ x— _ o PROPOSED 6' HIGH O ,1 0h • O co PERIMETER WALL �p�o� _ o i?'Tz j. Y l r { s` �^ , i �i - ) }� � f Ttr.J►u• Y .0 ._— _.1 _ —t• S 5Si � ! 1 1 � �. 11 r }} y y'' �T jl y� F � 1 �f 1 4 }'Z •4 /-•-» 9 v +^7. '` O Q • jz-lr .'.' Ci.=.. .. _,.,, -_I ,, ♦•` i(Ir i o k i 1� 4 L J �..e: � L?4� _ �J,j i . Q – . — _-- ® I. �vy °��; T3 PROPOSED 8' HIGH'" G°fid 2� GJ o GARAGE IBERIMET R WALL, F.F.=16.00, F.F = 16.50 PA =16.00 J et LLJ .�f ;. � •ode .�,��_�r-�_ „ .� ' O � r � 8, vt « 'r rx ta.J �. w ® LOT 2 . J# 1 i F.F._16.00' �, Y �. �� Paoli=RT`(� c�HT �IN� o� o PAD=15.50 N , g Ft,tN>� tZoAu O� 8 t ick !Malt GARAGE F.F.==15.5 �` q 371 , K _ OXlbtlNCt i , } ode 1 Q 0EXISTING TREES °het �`� LMD LAhIP� f TO BE REMOVED o AiA GARAGE M F.F.=15.00 � . _ F.F.=15. 0 G°� --- PAD=15.0 t28 .Q °`� `' eeLEGEND Qr ° Lo I PROPOSED 8' HI II PERIMETER WA e . Ilecny DESCRIPTION OF REVISION DATE u 1 °� o `� °� CITY OF RANCHO CUCAMONGA �SAN AP �3 0 PUBLIC IMPROVEMENT o o �!�`{ E R M O SA AVENUE CONSTRUCTION PLA Ne 0 r° CA1�F�a� BASELINE ROAD, WEST OF HERMOSA ° S ���'e` TRACT NO. 16554 _S APPROVED BY: DATE: r/ c c s GRAPHIC SCALE CIN ENGINEERZ66i RCE: 2 953 c� � 20 o to 20 � 40 � DESIGN PLAN PREPARED 8Y: R��1.i DED L.G.T LARRY G. TISON & ASSOCIATES LARRY G. TISON, A.S.LA. DRAWN LANDSCAPE ARCHITECTURE SHEET 314 E. BROADWAY, SUITE D GLENDALE. CALIFORNIA 91205 fj IN Fm L.G.T 818-241-9169 L-2 OF 8 1 inch = 20 fL CHECKED LARRY G. TISON 1844 DRAWING NO. R.L.A. NO Z.L. DATE JUNE 3,_2004 FILE NO SHEET,NO. OF-14— RAC PUBLIC IMPROVEMENT PLANTING PLAN PLANTING NOTES 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE T T 16554CONDITIONS, WHICH PREVENT INSTALLATION PER PLANS AND NOw SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL `�L.�. PLANT LIST UNDERGROUND UTILITIES, PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE Ge �`�r `�o PROVIDE 6" MOWCU 8 ore RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, h Fo° 0 0 P END OF LMD I o�Q` ANY DAMAGE"OF SAID UNDERGROUND FACILITIES. o °° 1F100 0 , �� �G� F5 Q°o '�� o SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. SPACING 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH —X� —x— --X— ^X---_ o PROPOSED 6' HIGH o , o,� ,1� o \J / _ THE INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED AND CO PERIMETER WALL h°l \ �p�o� �o T-1 MAGNOLIA C'rb1t SOUTHERN MNOLIA _ - ' __ �p 30'-0» O.C. MIN. TESTED, FINAL GRADES HAVE BEEN ESTABLISHED, THE PLANTING AREAS 'SAMUEL .SOM_MER HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED, AND THE T--2 LAG STROEM 24" BOX LO 20'-0" O.C. MIN. WORK APPROVED BY THE CITY. ..�..� ,.� � (� ER IA INDICA CRAPE MYRTLE NATCHEZ (WHITE) _.. _ _ _.. _ _._ - _ 5. TY AND - - - ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CI ROSEMARINUS 0. , » LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL S-1 PROSTRATE ROSEMARY 5 GAL. 6 -0 O.C. +✓ F`' d PROSTRATA MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF _ .__.. _... .._ _ . THE CITY PRIOR TO EXCAVATION. FESTUCA 0. 13 Cil �2'' ti°h SHEEP FESCUE rte" GAL. 1 '-0" O.C. LCONT2 Gut a _. _ G ,AU.CA 6. S RACTOR IS RESPONSIBLE FOR ALL REPAIRS D/ REPLACEMENT E PROPOSED 8' HIGH I 0 �, �'��r� ° d k ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT I A GARAGE IRERIMET R WALL_ ��. i v �j� RHAPHIOLEPIS INDIA HAWTHORN 5 GAL. ' 5'-0" O.C. DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB- - =1 6.50 CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF _ .CLARE / / I �� , ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY. F.F.-16.00M PA =16.00 _ L t ,. PHORMIUM T. 11� _ ._ �. q-1 V p �Y7 5 GAL. 20, M C� 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. �` `� PARTHENOCISSUS _ FINAL QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED �o V-1 BOSTON IVY 5 GAL. `� 15'-0 O.C. BY THE INDICATED PLANT SPACING REQUIRED. -- TRICUSPIDATA 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS o - o,°' v y AND DETAILS HEREON. �i Put.l SoW q 9. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE •. APPROVED BY THE CITY. fT .._. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES o ONLY. FINAL SOIL AMENDMENT TYPES AND QUANTITIES SHALL BE i W w BASED ON SOIL TEST RECOMMENDATIONS (SEE SPECIFICATIONS). ® LOT I '` V ROTOTIL THE REQUIRED SOIL AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. FT. - - F.F.=16.00 PAD=1 5.50 00 �� 4 CY. NITROGEN STABILIZED SAWDUST cxi I ,�, 2� ; � N '� 120 LBS GYSUM GARAGE + , , �0�c 105 125 LBS GRO-POWER PLUS F.F.=15.5 " 11. LANDSCAPE AREAS SHALL RECEIVE 4" LAYER OF WOOD CHIP MULCH UNDER ALL TREES AND SHRUBS, , AND BLEND INTO EDGES AT GROUNC7COVER AREAS I f PURSUANT TO CITY STANDARDS AND DETAILS HEREON. GRADING _ _ i ti:�' ► " OPERATIONS SHALL ACCOMMODATE THE MULCH. CONTRACTOR SHALL pLEGEND SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE AND PLACEMENT. SPECIFY WOOD CHIP MULCH#3, AVAILABLE FROM: - - -- ARTESIA SAWDUST I °\e 13434 ONTARIO AVE ONTARIO, CA 91761 i EXISTING TREES F ode( o� PHONE (909) 947-5983 TO BE REMOVED �o FAX (909) 923-7208 GARAGE M f '•, F.F.=15.00 I � t� .• G J Q o �r ' LO 1 I �� �. � PROPOSED TREE - - F.F.=15. 0 I God a'L �e r PAD=15.0 (28 _ `N.� o� \eQr° o (2q ® (23 rF ° �� O PROPOSED SHRUB & VINE l2gso I �o� �o� 1� PROPOSED ACCENT 5 � � II PROPOSED 8' HIGH00 y r II PERIMETER WALL z PROPOSED GROUNDCOVER NO--a y.. r /T—l\ pLq;�T SYMBOL DESCRIPTION OF REVISION DATE , ciry O 3 QUANTITY R0`�°` e Goy VIZ o o �Q °\� ° \ ry ^ �� �� CITY OF RANCH© CUCAtU'IONGA 0 SAN q10 el I- ccE, 119 ° y E \� COBBLESTONE PAVING � P�1i�L��C � ��� �'A- HERM0SA . VEND �`� . � PLANTING Q/61s, Date BASELINE ROAD WEST OF HERMOSA BOULDERS OF CAl1FC TRACT NO. 16564 APPROVED BY: DATE: G G s GRAPHIC SCALE CITY ENGINEER ' �_,& RCE: 24953 c� DESIGN PLAN PREPARED BY: RECOVAMEN ED —G� I 20 o fo 20 4o so L.G.T LARRY G. TISON & ASSOCIATES SW_ LARRY G, TISON, A.S.L.A. DRAWN LANDSCAPE ARCHITECTURE SHEff 314 E. BROADWAY, SUITE D GLENDALE, CALIFORNIA 91205 L.G.T 818-241-9169 L--3 OF 8 1 inch = 20 ft CHECKED LARRY G. TISON R_LA NO 1844' DRAWING NO. Z.L. DATE JUNE 3. 2004 ._FILE NO ���7 L SHEET N0. _ OF PUBLIC IMPROVEMENT IRRIG - LAN LEGEND T T 16554 13 CONTROLLER / CALSENSE ET. 2000 8 STATIONS) ET2000-8—LR—RRWTPI, TP110, AND LR RRDOME BPA — BACKFLOW PREVENTER / FEBCO 825 — ' Y — BV 1 1/4" WITHIN A COAST GUARDSHACK STAINLESS STEEL ENCLOSURE, CGS— 3- 5 WITH LOCK r 12.0 SPRINKLER HEADS VALVE NO. GPM g F\o�Ge VALVE SIZE � o � G � PROVIDE 6' MOWCU B A"�Plc o �0 a lF. o o ®LEND OF LMD 0 SYMBOL DESCRIPTION _ MODEL NO. GPM RADIUS PSI W.M. — ® WATER METER - 1 " 0� �, F`' �X --X-- o PROPOSED 6' HIGH O h , F 4PERIMETER WALL �. ho1 �o�°�� o� � RAINBIRD `POP—UP' 1812—SAM—P S-1511 1 7Ni 'POP—UP' F - . MAINLINE( 'll�li �;�� -��-. 00 RAINBIRD — HAL 1812—SAM—PRS-15H 2.0 / SCHD. 40 PVC 15 30 Q•C• QUICK COUPLER E7l'2- w h .;. - / RAINBIRD 33 — DNP, 150 O.�M146�w C MAX --------------- i ® ��.I `Lo�'��1 12 Gvt doh VALVE / RAINBIRD EFB—CP—PRS—D L T 3GARAGE L ` o ,, G PROP SED 8' HIGH -.. _ _ / P.O.C. POINT OF CONNECTION VERIFY IN FIELD AVAILABLE STATIC PR F.F.= 16.00 F.F = 16.50PERIMETER � PRESSURE WALL M PAD=16.00 "GE i I �i�rl. �°. _..___.. METER SIZE — �' PSI PEAK DEMAND DATE OBTAINED: 9/27/04 Lb�,VPjzk4,, L-41 Vito , Y L ,. o CITY OF RANCHO CUCAMONGA ` 1 PRESSURE CALCULATION FORM pox a Water Meter -- '2• � �.... PUlt W o Elevation - ------- Size � - Z static Pressure Source of Information High Low JCD Phone NumbeliLL�Date of Information `�A� L_0T �-� Y N s/ � (n � H.G.L. Mean Elevation __ (Required if static pressure unknown) — = F.F.=16. i � IRRIGATION - — 00 Q N N OTES Water Meter Elevation � , o PAD=15.5000 00 I u 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CVWD, IS X .433 = GARAGE REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRA 9 INSTALL ONE (1) SPARE ORANGE W Remote Control Valve -'�, u .. I �� l CONTRACTOR SHALL IRE ALONG THE ENTIRE LENGTH OF THE MAIN Maximum Dema - Size F.F.=15.5 � l � '�°'� `�q' �°' ti MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF TO THE FARTHEST REMOTE CONTROL VALVE RC ON EACH LINE Demand � , � G.P.M. A NEW WATER METER, INCLUDING HOT TAP AND SERVICE LINE. EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL S RAPS IN ENCLOSUREIElevation of Highest Head _ CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND FOR IRRIGATION WIRING, de INSTALLATION PROCEDURES. Qty. Size f 10. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK Item P.S.I. Loss • In, �' 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER MET (TURF) AND 2 INCHES OF WATER PER WEEK(GROUNDCOVER/SHRUBS � I FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED POLL ER, 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TOPPLIED FOR �� Water Meter 2.Q BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLOW OWED BY ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 5.00 A.M. l 4 Pressure Regulator(Pali-Oft) 6.00 OW METER, R. P. Backflow Device " Flow Met FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. 1 1• THE SYSTEM IS Meter INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS Master Valve �� 13 �,... - ode t MANUFACTURERS' RECOMMENDATIONS AND LOCAL CODES. ACTUAL AS SPECIFIED, THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE .. _ Gate Valve (s) _ LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE B PRESSURE AT LABLE WATER Main Line V Y A THE SITE PRIOR TO THE START OF INSTALLATION. AN l - o REPRESENTATIVE OF THE CITY. Y CHANGES - - �- Main Line ��"�--- GARAGE y "- - t t . o SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. _. _ I tclC�° !�� R.C.V. Assembly i F.F.-15.Q0� '' 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTAL ----- Lateral Line L 12. AUTOMATIC CONT r _ ED WITHIN A COAST ROLLER TO BE A CAL5EN5E ET2000- 8 (STATIONS) - OCAL J� �� Lateral Line ---�� M pac I / �- J�� GUARDSHACK CGS- (SIZE 1 THROUGH 6) STAINLESS STEEL RADIO) JTP1, TP110 AND��OME INSTALLED WITHIN A STRONGBOX(B 24SS/120 Lateral Line M r 1 ENCLOSURE WITH LOCK, AND SHALL BE INSTALLED PARALLEL T VOLT NTROLLER/ELECT RICAL ENC -� - - 1 . D O THE POSURE. MOUNT THE ANTENNA PORT (EPDXY- -- � STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPEC F.F.=15. 0 c ATTACH COAXIAL CABLE. PROVIDE A TRANSIENT PROTECT SPECIFICATIONS AND - �F1`Tll1E� I-� I o� e 4. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOW ENCLOSURE. SYSTEM SHALL BE OPERATIONAL PRIOR ION BOARD WITHIN PAD==1 5.0 - '�'�, (28�a t G a N TO THE CITY'S ACCEPTANCE. Total System Losses: G WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENT Pressure to Operate Head: �0 ��eQ SHALL BE INSTALLED IN PLANTING AR OF THE CITY. NATIVE _ r - � EAS WHENEVER POSSIBLE. AVOID •� � o3so, C o ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET Total Pressure Required: 13. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS Lowest Static Pressure Available: �� �� S ) �,y ; �a� w IGHTS, SIDEWALK; UTILITY LINES AND EQUIPMENT, AND AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE •� � r I TF ,�° F F5 ARCHITECTURAL FEATURES. IRRIGATION Pre-Set Regulated Pressure (if required) ® - — I �• �� N CONTROLLER. ELECTRICAL CONDUCTORS AND METER TO BE PROVIDED BY SCE, Residual Water Pressure: - • DU `r CONTRACT COORDINATED AND PAID FOR B OR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS Y THE DEVELOPER. ---=--1 __ � City Required Residual Water Pressure: SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY 14. ALL SPRINKLER HEADS SHALL BE SE LO �' WORK. ALL DISCREPANCIES SHA T PERPENDICULAR TO F �--� I) PROPOSED 8' HIGH � ►- FINISH GRADE OF THE � 11��1 rtE� b LL BE REPORTED FOR DIRECTION AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. ' II PERIMETER WALL Gj ,��o � IMMEDIATELY TO THE CITY. I a � �� 00 6. THE CONTRA 15. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE II i CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL TOP OF THE SPRINKLER HEAD IS 1/4"ABOVE FINISHED GRADE. t=�10-0 Q.(%. UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE NO* 1 'W . ;, 1Ylj SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT AT NO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES, TO NOTE: SQ. FOOTAGE OF PLANTING AREA Q, G�°50 7. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND EA PER VALVE. o v VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO VALVE N0. SQ. FOOTAGE o WALKS, STREETS, WALLS, ETC, THIS SHALL INCLUDE THE SELECTION Q � ��� 5��� AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN A- (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. -A-2-- 6 Z`7 SQ. FT, o��� �\G DESCRIPTION OF REVISION - __ crrY e-a SQ.. FT. _ �E APPROVED• QO,h��O��v� t 8. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHT A-3 bo SQ F1:-- CITY OF RANCHO CUCA H E� M 0 SA S, N10NGA } �`' AVENUE �� TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE --A ore pt SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE PUBLIC IMPROVEMENT 0 1 IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER s f A—1PIRRIGATION PLAN SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE `1�b --"���� �' ";;. �o A qpF e SPRINKLER HEAD ON EACH SIDE OF TEH OBSTRUCTION SO AS S �' TO PROVIDE PROPER COVERAGE, ALL ADJUSTMENTS SHALL BE a �� BASELINE ROAD WEST C C x n > ST OfC L..ROA G � MADE AT NO ADDITIONAL COST TO THE CITY. TRACT NO. 16554 S o s,9j Data �\Q APPROVED BY: � DATE: v �-- c,,,_` CITY ENGINEER / CAi1 ✓ Ni� RCE: 24953 GRAPHIC SCALE DESIGN PLAN PREPARED BY: REco►�>e DED 20 0 10 20 40 L.G.T LARRY G. TISON & ASSOCIATES 80 LARRY G. TISON, A.S.L.A. DRAWN LANDSCAPE ARCHITECTURE 314 E. BROADWAY, SUITE D GLENDALE. CAUFORNIA 91205 ' . ( � �E,�, ) L.G.T Ei18-241-9169 _L-4 OF 8 * 1 inch 20 it CHECKED LARRY G. TISON - R.L.A. No-1844 DRAWING NO. RAC ATION " - Z.L. DATE JUNE J. 2004 _ - FILE r!0 ;k9W - L SHEET NO. _ OF R NOTES 1. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND STORM DRAIN / CATCH BASIN BCR PARALLEL„ UNDERGROUND 3. STAKE TREE PERPENDICULAR UTILITIES TO PREVAILING WIND. 5• N MIN 1 ' 4" OF COMPACTED WOOD CHIP MULCH. SIDEWALKW E UTILITY (� HARDSCAPING (CONCRETE HEADER, u1 POLE S ` ���' CURB & GUTTER, SIDEWALK, ETC.) ., ONE HALF OF SPACING FINISH S011 GRADE " v` CONCRETE HEADER - 1/2 RADIUS R t 1 SREQUIREMENT LIMIT OF PLANTER AREA F- EXPOSED EDGES AND FINISH PER PLAN ' S' D TOP TIE TO BE PLACED AS �. 1" IN LAWN (INSTALL AT GRADE LEVEL AT 5WAt� METER 10 La LOW AS POSSIBLE ON THE TIGHTLY COMPACTED 3' BERM TO FORM 12 I(_pLANT-BETS CROSSINGS) MIN. MIN. DEPRESSED WATERING BASIN. TRUNK TO ALLOW FOR WIND - ' OR 8" 5' CURB AND GUTTER FLEXING OF THE TREE. BUT TOP OF STAKES BELOW `� 4' WOOD CHIP MULCH. E FINISH GRADE MIN. NOT SO LOW AS TO LASE HEAD OF TREE WHERE TOP OF 2' ABOVE TO NO WOOD CHIP MULCH SHOULD BE I SUPPORT T ALLOW� SPECIES GROWTH H/91T PERMITS. EXTEND YABOVE - -THE HEAD TO DROP. � MAIN TRUNK FINISH GRADE PLACED OR ALLOWED TO REMAIN (2) SETS OF CINCH TIES SPACED 24' F141SH GRADE y FL APART, ATTACH.WITH GALVANIZED 0 THE ROOTBALL � :s R.SIDEWALK SCREWS TO a' LODGE POLES. = I a z 2' DLL LODGE POLE PINE STAKES DRIVE e1 - WITH WOOD PRESERVATIVE STAIN, Q� O -111-111-111-I11 APPROACH DRIVE A MINIMUM OF' 6' INTO ID POSITION 00 'K 0I i 5 5' - -1IIy- � SHOVEL CUT EDGE COMPACTED 3 RE-BAR III-III-iII Ii- I I I CONTINUOUS CURB AND GUTTER STAKES OUTSIDE ROOT BALL. UNLESS OTHERWISE INSTRUCTED) ARBOR CUARO IN TURF AREAS AND ATIVS�IL ' D. FRONT YARDS. ROOT BALL EQUALMIN. MIN. MIN. TOP OF ROOTBALL TO EXTEND 2' ABOVE FINISH GRADE �I - I I UNDERGROUND I -- J -I - I I-r PLANT PIT TO BE (2) TIMES THE STRUCTURE eg. TIGHTLY COMPACTED 3" BERM TO FORM I I=I I=1 I�I WIDTH OF THE ROOT BALL. TRANSFORMER VAULT. WATERING BASIN FOR RESIDENTIAL. AND GROUND COVER INSTALLATIONS. LOCATEI��-( OUTSIDE OF PLANT PIT. BERMS IN TURF El I 1=1 11=-7y 11-I I El I I-i I m(I I NOTES: AREAS TO BE REMOVED PRIOR TO CITY NOTEs ACCEPTANCE. El II=I I 1=III=I I I�I(-III- I I� NOTE: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL 1. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER !/ I I-+11-1 I I-III--1 I 1-I i 1-t t 1- +-i I I SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. NATIVE BACKFILL WITH NO 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL 2• ALL TREES IN THE R.O.W. ARE SUBJECT TO LINE.OF.SIGHT _ SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON 2. MULCH AROUND TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND ' CRITERIA AS APPROVED BY TRAFFIC ENGINEER. ROCKS GREATER THAN 3 I I�I I i I(�I I DIAMETER PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. INTO EDGES AT GROUND COVER AREAS. 3. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDERGROUND `ij I 3, MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. NOTES: 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION FACILITIES. IN ADDITION MAINTAIN 5' FROM CENTER OF TREE TO ALL UTILITY - / UNDISTURBED NATIVE SOIL. � SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER 4. PLACE NO MULCH OVER THE ROOTBALL OF A WOODY PLANT OR ALLOW IT JOINTS AT 20'-0* O.C. OWNED WATER & SEWER LATERAL LINES. I I) SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING TO REMAIN THERE. 2. 8" WIDE CONCRETE HEADER TO BE USED ADJACENT TO ALL CITY- 4. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. II ROOT BALLi II FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. I I NATIVE BACKFILL WITH NO NOTES: MAINTAINED TURF. S. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE i II ROCKS GREATER THAN 3' DIA. 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES 3. CONCRETE TO BE 520-C-2500 MIN, ENGINEERING DIVISION. I I OF ROOT BALL. DO NOT CRACK ROOT BALL. OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, ILII ILII II- II I) I I 1C�1 II LEGEND ARE ESTIMATES ONLY. AS AN EDGE TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, 6. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY 11� (�I 11-711 I I 1 I I I 1 I-_� STANDARD PLANS, IIT��11 11 1 1111 11 1 11 11 11-1 NAI SOIL UNDISTURBED 4. WHEN_WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS AND BETWEEN ALL TURF AND GROUNDCOVER AREAS. SPECIrIED ABOVE, LENGTHEN THE SPACING PARALLEL TO TWICE ROOT BALL WIDTH SIDEWALK, AFTER APPROVAL OF CITY INSPECTOR. -CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCID CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STANDARDPLAN APPROVED BY: DOUBLE STAKED TREE STANDARD PLAN APPROVED BY: STANDARDPLAN APPROVEDBY: SHRUB AND GROUND COVER STANDARD PLAN APPROVED BY: STANDARD PLAN APPROVED BY: STANDARD PLAN TREE PLACEMENT 501 _ 5 GAL - 24" BOX b02 CONTAINER PLANTING 508 _ SPACING 508 MULCH INSTALLATION 509 CONCRETE HEADER 534 CITY ENGINEER DATE USE 'WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY FNGWEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CJTY F1vIGWEER DATE USE WITH SUNDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CD`Y ENGINEER DATE USE WITH STANDARD SPECIFKATtON$ FOR PUBLIC WORKS CONSTRUCTION CRY ENGINEER PATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS COH57RUCFION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C_E. SHEET 1 OF 1 RCE. 24953 - SH 1 of+ RCE SHEET t OF 1 R D-4 SHEET OF t R•C.E. SHEET 1 Of 1 II SHEET 1 OF i CASE 1 MORTAR EVEN WITH FLAT SIDE up - CURB CURB AND .4ALK TOOL MORTAR JOINTS TO ACCENT COBBLE. 2i COBBLESTONE SIDEWALK I . („1`^ ) T e a .e• 3' MINIMUM CONCRETE BED UNDERNEATH COBBLESTONE CASE 2 BOULDER PER STD 542-A R W ' (LOCATE PER PLAN) 3'MIN. SOIL DEPTH AT EDGE OF CODDLE - COBBIJ=STONE /�0.5� �" CON�i. + � BLOCK WALL. LOCATE PI 1 t •.•--IT 3-1/2'MINIMUM CONCRETE BED /z'POLY-FOAM EXPANSION JOINT CASE 3 e'[-- MORTARED STONE SWALE t/2'RADIUS DEPTTHHX z/3 • . RIVER COBBLE III- *" STONE MATCH EXISTING 0'S� COBBLESTONE HE7VEATH CETE BED OBBLE W//3 B CONCRETE CURB . •'4 ••` :• ' T ' 1/3 :. I #4 REBAR 0 24" 2' MIN. / 4' MAX. RAO. O.C. E.W. S 6' PCC MOW CURB CURB & GUTTER SEE DETAIL FOR a ' PER CITY STD. 534 END CONDITION ' ADJMEN � T D t" MORTAR 6 CONC. 4 � � a 6' PCC MOW CURB UNDISTURBED NAM501E REFER TO PLAN ,r PER CITY STD 534 BETWEEN ROCK BLOCK WALL PLANTER COBBLESTONE AREA HARDSCAPE I SOLID GROUT, 4 a 4 z SPECIAL INSPECTION 4 4 S slDEwatx HARascAPE I #4 REBAR 0 24" JOIN AT RIGHT ANGLES (TYR) �.+,,. 3' MIN. / 4' MAX. RAO. 24' O.C.O rr EXISTING CURB CR WAIX •0 •4 d. NOTES: EVD CONDITION NOTES: , 1. CONCRETE CLASS 520-0-2500. 1. BOULDER PER CONSTRUCTION PLAN, RECESS AT LEAST 1/3 OF BOULDER'S DEPTH O 2. ROCK SIZES, UNLESS OTHERWISE SFMFED, SHALL BE: INTO SUB-GRADE AS SHOWN. PLACE BEFORE FORMING CONCREIE PAVING. LANDSCAPE 9 BOULDERS: MAX. 3'0' - MIN. 2'0' ARCHITECT TO APPROVE BOULDERS AND SPOT LOCATIONS PRIOR TO INSTALLATION. A A �.. COBBLESTONES: MAX. 18' - MIN. 6' WITH ONE FLAT SIDE 2. 1/2' POLY-FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. 4 A A 3. 8OULDFRS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMEEDMENT C ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS '0' MORTAfi.. i PART CEMENT 3. ADJACENT CONCRETE PAYING POURED AROUND BOULDER. SEE CONSTRUCTION PLAN. v TO 2-1/2 PARTS SND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO DRY-PACK' IS ALLON[ED) 4. 90% COMPACTED SUB-GRADE. n � 5. A SAMPLE AREA. MIN. 40 SO, FT., SHALL BE APPROVED BY THE CITY INVPECTOR, PRIOR TO Q.5 1.8 PROCEEDING WITH REMAINING ROCK WORK. �••+6--^---• op4 REBAR 6. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED BY THE THE LtTY INSPECTOR. 2.3' HORIZ. 7. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE OISF3URATIONS AND EXCESSIVE IRON CONTENT. 8. ALL COBBLE STONE AREAS SHALL HAVE 6'.d'CONCRETE HEADER AS AN EDGE AT PLANTING. B. ROCKSCAPE SHOULD FOLLOW GRADE WHERE SLOPES EXIST AND MAINTAIN A 22 MIN. AT ALL TIMES WITHIN THE RO.W. _ CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: RIVER WASHED GRANITE 51ANDARDPVW APPROVED BY: STANDARD PLAN _ COBBLESTONES 542 BOULDER PLACEMENT 542-A ROCK�/ALL DETAIL CITY EN.GMELR, DATE USE WITH STANDARD SPECITICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUDUC WORKS CONSTRUCTION ' R.C.E. SHEET 1 OF/ R.C.P. SHEET I OF 1 } DESCRIPTION OF REVISION DATE cl APPROO VED:. CITY OF RANCHO CUCAMONGA PUBLIC IMPROVEMENT PLANTING AND CONSTRUCTION DETAILS BASELINE ROAD, WEST OF HERMOSA TRACT NO. 16554 APPROVED BY: DATE: LAN Aa CITY ENGINEER RCE: 2495;3 �y DESIGN PLAN PREPARED BY. REC01AMENDED A • L.G.T LARRY G. TISON & ASSOCIATES Ay v LARRY G. TISON, S.L.A DRAWNN5�� - SHEET ARCHITECTURE SHEET sr ate 314 E. BROADWAY, SUITE 0 GLENDALE, CALJFORNIA 91205 SITE 9- L.G.T 818-241-9169 L-5 OF 8 OP CALIFS CHECKED LARRY G. TISON R.L.A. NO 1844 DRAWING NO. Z.L. DATE JUNE 3, 2004 FILE NO �OcA- L SHEET 140 OF �'J COAST GUARD SHACK BACKFLOW PREVENTER - TO SPRINKLER - ANGLE PIPE TO 24" STRONG Sari ss%120V STAND ALONE CONTROLLER WITH ANTENNA u ENCLOSURE. MODEL CGS-1 ASSEMBLY SPECIFIED DEPTH WITH.45'_ELLS NIPPLE - TYPICAL SCH_ 40 PVC MALE ADAPTOR (4) PLACES In LR-RR DOME ANTENNA PORT ► - WHITE SCH 80 PVC UNION • "SNAP-TITS" WATERPROOF EPDXY FILLED LOCATED CONNECTORS OR EQUAL OUTSIDE OF BOX. • BLUE Q PVC NIPPLE NOTE: INS TALLADON/LOCA TION COAXIAL CABLE FELECTRIC CONTROL VALVE. W I ENCLOSURE TO BE GROUNDED PER PER CITY AND CALSENSE NIPPLE La g PLASTIC VALVE BOX Nlo OTAl1E0�NSDEE. OENDCLOSUOTO BE RE ON REPRESENTATIVE. CALSENSE CONTROLLER !RED MARKED "IRRIGATION RCV' � CONTROLLER SIDE. rat MODEL NO. PER PLANS BLACK 6" THICK X 12" WIDE Z z (CARSON OR EQUAL) c EPDXY FILLED WATERPROOF PRESSURE CONCRETE PAD (LENGTH VARIES g w ETCHED WITH CONTROLLER I I. IRRIGATION CONTROLLER CONNECTOR REGULATOR CL AND VALVE SEQUENCE TD-110 s SEE LEGEND BRASS WYE PER SIZE/MANUFACTURER) i- PIG TAIL EXPANSION FOR MAKE AND __ STRAINER WITH ooh SLOPE TO DRAIN AT MINIMUM z CALSENSE HARNESS PLASTIC VALVE BOX (CARSON OR LOOP IMW.24" LONGI MODEL NO. >-f'` 60 MESH 2% Q 6" MIN. FINISH GRADE GRADE FINISH 120 VOLT DUPLEX ► ® w I 11 I I . OUTLET IGFCI), NON-SWITCHED u�- i-I III-I I 1 MONEL SCREEN FINISH GRADE CONTROLLER TO BE WIRED ® CALSENSE TP-1 BOARD EQUAL) WITH PLASTIC INTEGRATED 12 C IN I I I I Y-6" X 3'-6' X 6" CONCRETE 'HOT'. LOCKING LID. PLACE AT GRADE IN UNION \` MIN. II I I FOOTING INSTALL A MINIMUM OF TERMINAL STRIPS TO WATERPROOF ALL PVC SLEEVE - SIDEWALK 3' ABOVE GRADE AND SLOPE MATCH CONTROLLER TURF AREAS AND 3" ABOVE IN _ 29• w PLANT BED. WIRE CONNECTIONS k REQUIRED FOR IF I I _ r�'� TOP TO DRAIN AT MINIMUM OF 2i. SIZE. N N -I {-I I CLEAN BACKFILL - SEE (I= PIPE THROUGH ? _)i (� ' = rr III NO OPEN ELECTRICAL WIRING - - PIG TAIL EXPANSION x ,� -1 I-I CONCRETE PAD _ I I-I _ _ SPECS, FOR MATERIAL. LOOP IMIN.24' LONGI - - - - - - I r I -'' SHALL BE IN CONTROLLER I�( I(�- I-I�I��I=I I I I I�i I I-I I=- � I�I I I( I 90% COMPACTION REQUIRED NIPPLE - TYPICAL 1 _ _ COMMON WIRE CONTROL WIRES IN MOUNT AREA. FIELD WIRES " NOTE: (2) PLACES -I II I-III-III I I I-I II��=II 3' SCH.40 PVC CONDUIT. ( I _ { FROM WATER SOURCE { { {{- 11- 3' I I-_ PIG TAIL EXPANSION -i 11-1 1 I-I I I 1 I I-1 1 I-III ALL CONNECTIONS SHALL o CONTRACTOR TO INSTALL >c ,c WHITE -{I _ -I SCH 40 PVC MALE j _I I LOOP (MIN. 24" LONG) BE WATERTIGHT "OUTDOOR Z I=I NON-PRESSURE LATERAL LINE: SCOTCH LOK EPDXY FILLED '� >c (COMMON) a0 I I=1 I I I=, 90% COMPACTION -III I I- ADAPTOR CONNECTORS FOR ALL FLO �- 120 VOLT WIRE IN RIGID STEEL I 6 I TYPE' CONNECTIONS. _I I ( I (_ SCH. 40 SNAKE PIPE IN SENSOR WIRE CONNECTION BLUE {t-1 f I {=I{ REQUIRED ,({_{ SOW ( BRASS ANGLE CONDUIT (PER LOCAL CODE) 90° SWEEP ELL f�"""111 - TRENCH INSTALL SCOTCH LOKS OF 14 =IIIA {I{ i=I{ II = \ II= VALVE W/UNION TO POWER SIDE OF CABINET (TYP.) ENCLOSURE MOUNT IMMEDIATELY AFTER WIRES a f- -I{{� {{=I FLOW-� o0 3" I(- 3 4" WASHED 10" 16" Tm INSTALLING FLOW METER, o 0 0 METER - II A.. / III PRESSURE SUPPLY LINE: {_{{{El I I' _ - '�'o`� �'�• CRUSHED AGGREGATE RED o �o uq o Ij o•o-o Z o•�• IR-RR ANTENNA PORT EPDXY NOTES: •� � � •• , SCH. 40/CL. 315 SNAKE {((- LINE TO SYSTEMS I FILLED LOCATED OUTSIDE OF - PIPE IN TRENCH BLACK MASTER CONTROL p, ; p. Q4'° SCH 80 PVC NIPPLE HEAVY DUTY WEATHER - RESISTANT o BOX. INSTALLATION/LOCATION 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL -) I ( i VALVE ELBOW I-I o o'� �v .o.b LIGHT CONTPHOTO CROL ASTRIC WREQUIRED PERITCH FOR PER PER CITY AND CALCENSE REP. CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR I=) i I F�oN °•' RIGID PIPE AND RELATED FITTINGS SHALL BE PER �T SCH 80 PVC UNION PRIOR TO CONSTRUCTION. - - �/' FLOW METE 3/a' WASHED CRUSHED CUCAMONGA COUNTY WATER DISTRICT STANDARDS. TYPICAL (4) PLACES = _ = PLANS. N = ON WIRES - BUNDLE ;a•. AGGREGATE TO BE {--I I L A I-I I hI( III I CONTROL DIAMETER SAME PLACED TO A DEPTH OF CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO CONTROL & COMMON WIRES 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN , , •. ... • , ,•, I AND TAPE AT 15' O.C. AND SIZE AS FLOW CONSTRUCTION. ELECTRIC METER PER SCE SEQUENCE OF REMOTE CONTROL VALVES. I-III _ _ _ I I-1 I INSTALL ADJACENT TO METER SIZE 6' IN FLOW METER AND NOTES: _ - - - PRESSURE SUPPLY LINE MASTER VALVE BOX. _ CALSENSE CONTROLLER MODEL N0. _ DIAMETER SAME SIZE 1. INSTALL PER LOCAL CODES. PER PLANS. 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCV ON EACH AS FLOW METER SIZE REFER TO CONTROLLER BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE I I I I I I -III-I I MINIMUM DISTANCE DOWNSTREAM OF 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY INSTALLATION STD. WIRE AT THE ENCLOSURE. I;I I ( I-I i (- PROVIDE 6" MIN. OF SAND STRUCTURES OR HARDSCAPING. II=II 6" TYP UNINTERRUPTED PIPE 15X DIAMETER BEDDING AND SHADING 3. WHEN UNIT IS NEXT TO A STRUCTURE IE. WALL, BUILDING, ETC. SECURITY LIGHT OF FLOW METER SIZE) ( ) TIMER REQUIRED PER 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED OR BLACK MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. BRASS NIPPLE PLANS. FINISH IN COLOR 4. ORIENT UNIT PARALLEL TO STREET. SCH 80 PVC SXSXT TEE GRADE s' GROUND ROD MINIMUM DISTANCE UPSTREAM OF IN MULTIPLE FLOW METER/ M.V. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. PRESSURE SUPPLY LINE 5. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE UNINTERRUPTED PIPE (10X INSTALLATIONS MAXIMIZE THE 2' SCH 40 CONDUIT 8" DIAMETER OF FLOW METER SIZE) CONTROL VALVES. DISTANCE FROM THE 'TEE" TO 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF NOTE'S: FOR SECURITY LIGHT MIN. EACH FLOW METER TO MINIMIZE DISIMILAR METALS. 1. INSTALL CONTROL VALVES A MINIMUM OF 12' FROM STRUCTURES OR HARDSCAPING. WIRING. I I I I I I 2V 120 VOLT WIRE IN RIGID 6. LR-RR DOME ANTENNA PORT TO BE CONNECTED TO LOCAL RADIO NOTE: STEEL CONDUIT (PER TURBULENCE. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. LOCAL Goof ALR) AND BE OPERABLE TO THE CITY YARD'S CENTRAL COMPUTER 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER ) SYSTEM PRIOR TO ACCEPTANCE. „ NOTES: WHEN MAINLINE IS 3" OR LARGER. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 1 I= 1T_ -III 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18 MIN. DEPTH 1. WATERPROOF ALL WIRE CONNECTIONS WITH EPDXY FILL. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 71- 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. I 3" AND LARGER 24" MIN. DEPTH 2. MAXIMIZE DISTANCE BETWEEN FLOW METER AND MASTER VALVE. 8. IF REQUIRED, PRESSURE REGULATOR TO BE INSTALLED ON 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND INLET SIDE OF BACKFLOW LOOP. VALVE NUMBER. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STAN DARD PLAN APPROVEDBY: REDUCED PRESSURE STANDARD PLAN APPROVED M. REMOTE CONTROL VALVE WITH STANDARD PLAN APPROVED BY: CONTROLLER ENCLOSURE STANDARD PLAN APPROVED BY. CONTROLLER ASSEMBLY STANDARD PLAN APPROVED BY: STANDARD PLAN FLOW METER INSTALLATION 516 _ BACKFLOW PREVENTER 517 _ SHUT-OFF VALVE & UNION 620 _ - TYPE A 522 _ INSTALLATION - TYPE A 5" TYPICAL TRENCHING 532 CITYENGINEER CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CRY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CRY LNGINFER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSIRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF tHEET 1 OF 1HEET 1 OF 1 SHEET 1 OF 1 SHEET 1 OF i R.C.E SHEET I OF T R.CE. R.C.E.RCR.C.E.RCR.CE. �¢a� R.C.E, 24953 �FiARDSCAPING(SEE NOTE 4) MULCH PER CITY STANDARD HI-POP SHRUB HEAD BODY SET TO { TAPER AWAY FROM HEAD 1/4' ABOVE FINISH GRADE ROUND PLASTIC VALVE BOX & COVER: STRUCTURE OR FINISH GRADE ETCHED "QC" (CARSON OR EQUAL) HARDSCAPtNG I-I III=I I FINISH GRADE _ �6"- MIN -I I I I fI ( �_ iv MAX. AT GRADE IN LAWN AREAS �I �� 1 1(I I 1 1=�(1 I I-1 I MI I I I��11_1 CLEAN BACKFILL - SEE -111-111-11 i 111=I SPECS. FOR MATERIAL. -I ( I 90% COMPACTION REQUIRED IZD -1�1 I1 111 1 1 11(I1 " -III I PROVIDE 6" MIN OF SAND 33 DNP QUICK :it 1 1 (1 it 1111 1 1-1 1 1 - COUPLING BEDDING AND SHADDING VALVE 1 I 111 _ �11 1 11i= WITH PURPLE I I=1 RUBBER CAP _III .'.'.'. i I STAINLESS STEEL 1 1 11 -III II-Ii SCREW CLAMP z MINIMUM (3) PLACES -f III-I - .'.-. .". . .".--•�-�.� . . . .�.� I I II-{-�-CONTROL WIRE SLEEVE 1=III '.�. . ' =1 ( SIZE PER PLAN INSTALL 3/4" WASHED . . . . . . - ao CRUSHED ADJACENT TO PRESSURE a ^III-I .. I I (_ AGGREGATE BASE SUPPLY LINE " I=1 I I . . . . . . . . . . . =1 { Js a _ PRESSURE SUPPLY LINE SCH 40 BRASS NIPPLE SLEEVE - SIZE TWICE 111-111=1 11= DIAMETER OF PRESSURE SCH 40 BRASS NIPPLE - 6 I-) I=I " TYP 'SUPPLY LINE 24LONG SCH 40 PVC MARLEX 90' STREET ELL 90' STREET ELL NON-PRESSURE LATERAL NON-PRESSURE MARLEX 90' STREET ELL LINE SLEEVE - SIZE TWICE LATERAL FITTING DIAMETER OF NON-PRESSURE LATERAL LINENON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE SCH 40 BRASS 9UP ELL TYPICAL (2) PLACES NOTES: ° ANTI-DRAIN VALVE AS REQUIRED 1. ALL SLEEVES TO BE SCH 40 PVC. SCH 80 PVC 90 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. STREET ELL SCH 40 BRASS 90° 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY STREET ELL NOTE: }. LOCATE HEAD 2' TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY LINE FITTING 4 REBAR STAKE AND EDGES of LAWN. STD. NO. 120 (24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW t24" LONG) 2. USE TEFLON TAPE ON ALL MALE THREADS. STRUCTURAL SECTION). PRESSURE SUPPLY LINE 5. MINIMIZE NUMBER OF GLUE JOINTS UNDER STREET. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 6. USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. HARDSCAPE. NOTE: EA4. HD CONNECTION AT BOTTOM INLET ONLY. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. CI`T'Y OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAIIIONGA, CALIFORNIA APPROVED BY: STANDARD PLAN APPROVED BW QUICK COUPLING VALVE STANDARD PLAN APPROVED BY: SlANOARD PLAN TYPICAL SLEEVING 533 _ TURF AREAS ONLY 536 HI-POP SHRUB SPRAY 539 CRY LNuU4LLR DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R. SHEET 10F1 C.E SHEET 1 OF I R.C.E. SHEET 1 OF i RCE_ 24933 r DESCRIPTION OF REVISION DATE APCITY PROVED: CITY OF RANCHO CUCAMONGA PUBLIC IIMPROVEMENT IRRIGATION DETAILS BASELINE ROAD, WEST OF HERMOSA TRACT NO. 16554 O`pND ApF APPROVED BY: DATE: . SIL CITY ENGINEER RCE: 24953 Y% DESIGN PLAN PREPARED (3Y: RECOVAM DED * L,G,T LARRY G. TISON & ASSOCIATES LARRY G. TISON, A.S.L.A. Dale OPA'NN LANDSCAPE ARCHITECTURE SHEET 314 E BROADWAY, SUITE D GL ENDALE. CALIFORNIA 91205 �lE os cA0f L.G.T 818-241-9169 L--6 of 8 CHECKED LARRY G. TISON R.L.A. NO 1844 DRAWING Z.L. DATE JUNE 3, 2004----- FILE NO - L`ET NO. 9- OFF 1 71 CONCREIE STECIFICATIONS Contractor shall provide all materials, labor and equipment incidental to and E. Tmf c: The Contractor is responsible for all temporary traffic barriers arca Nellie On,-Site greater we esa�ry for completing all world w bdica#ed on the drawings, as reasonably Guarantees begin after the project acc ephruce byGity and at do cad of the , g 3.04 Soil Preparation: detours iequiredby him for the construction of the project All temporary Gro Power Plus,5-3-1 15 lbsk PART 1 GENERAL implied,or as delineated in the Specifications as follows. 180-day maintenance period. Larrodscapa Contractor shall replace and Y traffic tamers arui de locus shall conform,iii all.conditions required by the Iron Sulfate 2 Mask 1.02 Starudards: Cilyorgover ng authorities. plant all materials which have died within the time span.stated above, at Y All work an irrigation system shall be complete and ircpec�d for recommended' 1.01 Description - no cost and within 5 days from receiwinig written xtatice flora the 1 g completed.a noel arid. fine nodi cora ere r to rotatilhr and r to sail LandscapeArchitect or Cit I,fdeadmatnialisnotre aced and {To be used purposes verify withA ronornicSoilsTest. 1.03 Defective axu3 Unauthorized Werk: y replaced planted ckiitig P� Y• Y g ) amendment work For concrete information refer to the Standard Specifications for Public Works All work and m&tenals shall comply with governing codes. safety orders, within t1i05 dayperiod,City Maya,place doA material with nLiw material After baekfilIi construct a 3"earthen berm to form wateri basin arouirui each After rough nodes have been established, e e all lawn arui planting areas b Constriction Green Boob: Edition r the Ci of Rarucho Cucamonga). Refer standards, arid regulatiorA and meet the minimura requirements of the Staru3ard and charge the Landscape Contractor for all expenses incurredg a,Fir 1 � Y ( ) Specifications For Public Works latest edition. All work which is detetwine dbyinspection to ba defective in its construe tion.or plant to allow thorough water-in and establishment filling or cross ripping to a depth of 12". All rock and debris raore than 2" in b Sections 4, 201, 303, and 4J4, as we as any other section related to the (Millard ire any of ill$ requircm.CrLts of the plan arid.specificatioriss shell be g_ Construction Materials The conhactar Shall guarantee all Workmanship and diametershdbe removed from the site,except for areas that are to be solIA in installation, per and post installation ofconfrete work materials,labor,and clean 1.03 remedied or removed, and replaced by the Contractor at his own expno in a Prior to installation of turf and round cover, remave water basins from around which all nock axed debris triore than 1"in diameter shall be rertooved. up. The Standard Specifications for Public Works Construction is available from Qualr tyAssarance: rnanrax acceptable to the Laxdsc ape Architect and City materials for all site development, for a period of one year from date of trees and shrubs. Berms in turf areas to be removed r to C' acre ance. fmalaccephriceofproject. 1 City I BI Building News A. All Contractors performing Site Development waxy must be licensed in Apply,spread,and rototil in all soil amendments as recommended to a depth of 305.5 Overlarud Avenue ac cordance with true laws of the S tail:of California. s: 108 Material and Labor Releases:1.06 InspectionPART 3-SOIL PREPARATION AND FINISH GRADING 6". Water area thoroughly after robtilling is complete. Iwoq orate evenly into the top 4"�6"the following for each 1,i7CL0 square fee t of planting ale a: Los A.ngeleg,CA 90034 Ilia Contractor shall arrange for inspections by notifying the Landscape 3.01 Scope of Work (310)202-7175 B. Contractor shall provide the Landscape Architect and the City with a list of Upon completion of the work, the Contractor shall present to the City, signed Architect,City and governing authorities, 24 hours prior to finite of inspection, 4 culaie is of nitxolized Redwood or Fir shaving ore tial. Subcontractors and Nb.�rialSuppliers expected to be empuyeddurirtg the copses of all labor and materials releases for all work performed usurer Site �' >g q 1.02 Scopecourse of construction ' uinle3s othenirise notzd Inspections shall:be as listed below;but not necessarily Development A. Provide all materials and equipment and perform all work necessary fox and 200 Is.of Gro-Power orapp,rovedequial. in this order. Only the iris piection pertaining to the project scope of work will incidental to the soil preparation and finish fading of all planting and er'X -- ,-1. L4M 3xeeo* AQ An L"en A- ac raacnnshiv.mnliaA nr Te rlalituaMrl i» T7 7 - 7 a:a: :. . : : t t:a.....,«t_. ] L .,ta L 3 Furixish aiud install all concrete work complete eS lradrC ated oil the drawings oras C. CQrtractor shad obtain.and keep,in force Public Liability end Property Damage "P'' I.uv lilsposal ana�lean-np: -.__. - -- _..__�rte, _ _.-_ _-! _i--T - _ LLW UQU-V 002 oor"d ti1.1rdig an znuimmail I jus`l4V-Ulu --I-.-llv_t-A UL-1A 1- Uavu-A V1LLy Insurance,during entire course of the Construction Contract The amount the specifications. forbidding purpose,because soil conditions rruaychange drastically from the time specified,Inc Iudix but not limited t4 the fella virtg: of irourarnce shall be determiredbyCity. Rough Grading" Remove all waste materials (irtclurding excavated material classified as these specifications were developed to the time the actual soil con3itiordng take Drain Lines and Catch Basins. unacceptable soil material},trash aril debris enerated or encountered during the B. Furnishing, placement and grading, of topsoil for backfilling of planters if place. Therefore, true Contractor shall obtain his own soils analysis at a rate of A. Furnish and set all refnfazvix6 steel,bolts,aril ancluors. � g � D. Prior to start of site develo rt work,the Contractor shall motif the Landscape Irrigations(mainline pressure,cavenage 8a system operations test), course of landx ape c ori-,W ction,and legally dispose se of it Duii the course of required. one per e�iery25,000 square feet of planted area. These soil tests shall be Y � Soil Preparation and Finish Graudirig. � g Y p° � Arclvtect and Cit to starter and e oro tion dates. Contrw by shall the woxk,remove stulilus materials from the site and leave premises in a neat amd vandw ted by an apo -i Agrsonc,mi; sails testing laboraL y approved by the B. Install all items requiiedbyother trades which axe iv be cast into concrete, Y to �' Plant Nhterial(de livery&placement). C. Cleaning and finish grading of planters areas and planting areas. project Landscape Architect ani City. Copies of the soil test to be pavvided also supply the Landscapx Architect and Citywith the Hama and telephone clear)condition. Cleanup arui remove all remaining debris arca surplus materials Substantial CompletLon inspection(at completion of landscape impove me its)-7 upon completion of u�,rk,le aving tl,e prenares creat and clean The site shall be during the Pre-construction job conference. C. Concrete mow strips, faotiitgs for walls, ferieirig, posts, benches, etc-, ltrltere nurrtberaftltepezoni,ntih�e4fthew>?riL Days. cleanedupontherequestofiY,cinspeckar. 3.02 Topsoil: ' applicable. Final Impec tion(afar maintenance period)-7 days. 3.05 Finish Gradin 1.04 Responsibilities arviCoor3ination: g: PART 2.�XF�TIrIN A. Existing ort-site site snits listed as'accelrtable'urider'Site Gradin specif�ation. , 1-03 Protection The contractor shall e a Preconstruction conference with the Landscape A. Permits: The Cantracto r shall obtain and pay for all permits and. irispxc turns � � � Af1er rototillirig operations as complete,grade areas t3 establish finish grad;is for Architect and Citya miriirnum of seven(7)days prior to the beginning woik. B. To oil imported to ate for use as fill,backfill in planters and moue& shall be All finished concrete work shall be barricaded to dCstrian trathc for tree a 3) requiredbygcnerning authorities for the work b be Performed_ 2.01 Protection: l's l" l� �. planturg. All flaw lines shall be maintained arui proper tolerances shall be met ( Keep all plard material delive red to site in a healthy condition for planting. Plants sandy textured. Silt pias clay content of this soil shall be no greaterthan after settlement at the crud of the project rasintenence period days. Barricade shall be placed imediately after cone rete finishing. Contractor B. Faris ' Conditions: The Contiactior shall verif all conditions and dimensions 1.07 Guaranties: dryout. Bare root stock shall be separated and heelecl 15%by weight The boroncontent of this soil shall be no greater than 1 shall. furnish, place arud remove all of 1� own banicales. Contractor shall be � Y shall not be allowed to par int, pant per xrullron as measured on the saturation extract. The sodium Finish shall leave surface of this uric uniform) smooth and free of responsible for damage#o new construction and replacement or repair r of the $��on ft� 1�'ie at the rife prior to C Gmtruencement of anywork under in most earth or other suitable material until planting. Palled and burlappxd $��° � y P y > this contract. Th Contractor shall verify the location and depth all A. Plant Materials: All trees,slrxubs, round cover,bedding V-Lnts and lawn shall be plaHis shall have root ball covered with moist sawdustwood chi or other absorption ratio(SAR)shall not exceed 3.0 millimohutos per centimeter at abrupt glade change. work shall be rrraild without added cast ki the City Y guaranteed from date of final acceptance! of laradscap a construction for 25 C. In order to ensure conformance sample s of tha imported soil shall urudergrorixudutilitiespriortos�rt ofwork. sru�blematerialuntilpalarLtixig. � � po periods as follows: be submitted to an agronomic soils testing laboratory approved by the 3.06 Coordination: 1.04 Clean up 2.02 Installation: project Landscape Architect for analysis prior to use. Result of testing t`i C. Temporary Utilities The Contractor shall appiyfor aril pray all cost incurred far Trees 24"tax Sc larger 1 year be delivered to Ci for Soil fest b include $nal is and all temporary utilities such as crater,electrical plower and gas as required City Pfd is Weed abatement wwrk shall be coordinated with the installation of the irrigation Upon completion of all concrete workandbefore fatal acceptance,the Contractor Trees 15 gal.&smaller 1 yEax recommeridatiorts systemrvtotillir4g and soil amendment work,aruiplanting {See WeadAbaterrrent shall rema" all tools,surplus mate rials, apparatus,debris.a t-.from the site and by him for the corcstraetilon of the project. Te mpoxary services shall be Detaile d layuut of Brants within the plarrfirig areas shall be performed by ra:� Vb n:l Shrubs All sizes 120 days Cnntrarinr Aori Aprcmyu?d hythA T aTwiw..AIA Amhitert Arai Citweinr to nlantirw section). the:rite shallbe lett in a clean,neat condition acceplalle b the City. """ `"`"`" `" "'""' �' """ " " "�" '."" °`" Ground Cover 120 days •` s.Us 5oi1 AroeniLirnents PLANTING STECIFIC'ATIONS y; Bedding Plant 120 days Soil ex cavated from PART 4-TREES AN S RT TA9 D. Survey, Reference Points, and Elevations: The Contractor is re.• iritic far planting;hales shall be 8tnended to bac Mill around trees and Rel establishing all sune;c,re Terence points and aInatiorls required by hire, Lawn(sod) 120 days 61irtsir,irLgt1VfollQwi1grnixt1ue: All soil amendments shall be w specified in the PAZT1-GENERAT. and shown on plaids for proper execution of site construction. Lawn(seed) 120 days from firstimowirg soils report farilshedbytieContractor Agronomic SuikibilitytFertiliiy i 4.01 Scope of Work Provide all mak ria) a ui aerit arud labor neceszs to install ill tie es and shLr ks X1.03 Soil Arnie ndnients: Each Plaint shill be planted with its ,m�rtknate a rot int of sail 4 as to rr�Iimire z Remove tea. p gyri<ilh as necessary to • q � - �y L� p' p P �h weekly. E,Ige Oro'm'd cover�1<,eep in and trirA b� as shown on plans,as reasonably implied and as delineated in ilii specifications. mot disturbance. Soil moisture shall be such that soil does not crumble when B. No watenal or rail",$hall afRct Ile larvix-ape paanting or hydromed A. Corrrnaerciel fertilizers with an analysis of 5-3-1-Gro-Pourer PIus,and 12-8-8 Gro- achieve and overall even aplcaranc e. Exterminate gophers and males; repair Soil amendments shall be as recomuriended in the Agronomic soils report rernaving plants from container. geiminiatian. No material or n i&i od shall rera3aX the job site unusable for Poxwx Controlled Release Nitrogen, as designated herein, or approved damage 4.02 Products more than 10 days from date of aVflkation. substitute as requiredby the Agm mimic soils report. Available from Gro F Re rade ter areas afar antito resbre smorth firth grade azul to insure Powex(909)393-3744. PART 8-ACC-,.pTpNGEOF PROJECT A. I`lirc�ztcl�tt�..- Plant rainier urticated on the drawings conform flue 'Starudard 4.04 Trees Stakes: g �` � � 6.05 Non-Selective herbicides - - Plant Narues" establi:lled by the Amen an JokLt Corrurattee on paoper surface dmiitage. A a"layer of mulch rruxtsrid shall La spread over the Horticulture. Exce pk for names ouvered therein,the establishe dcustom of Tree stakes shall be lodge le tree stakes.See tree stake detail on entire planter area atler rade is established: W iVi" -shall be in immediate) B. Ammonium Suilfate: Granular form containing rant less than 21%nitrogen axil the nurse isfollo�w-ed � � 1� � � g h) b' Y Nonselective contact herbicide arvibr nonselective Lemic heibicides (as 24'/.sulfur and shall registered asana cultural mdner, i the State 8.01 General: rY for furthte r infaxmwtian. atter rtsulclung.{Grading shall arc ammoda to true mulch} � � th recorrirLlendedbytha Pest Control Advisor) Department of Agriculture in compliance with Article 2 - "Fertilizer Upon completion ofinstkllation, a maintenance period of redraraura of 18'0 days for all lAY&-,-&pd B. Conditi:n- Plants shall be ,metrical,typical for vane crud species.so PART 5-GROUND COVER AND npilri PT AMS 507 Protec tion Mat; rials,"Section 1030 of true AgxicultuiralCode. ' 3'fA tY l� �. R areas is at:quired prior to final acceptance of the urorkby the City. llLe Gorr,xaerucerner3 Dale for the healthy,-v7gprous,free frora plant d>aea,r,insect pests,or the it eggs,and 6.06 Selective Herbicides: maintenance period shall commence upon written appacsval fox all plc res ofplariti g irudaDation by r n t . t tat.. �At • ..a Ott alt:„. al : „a : t,,., t ni c..,..,,,,.-FW a•. Rtprt temmratu ipnrir"r lir 1lAttiP1R h YirntPf t tIIAYitPtl ATEA ftYlm(ihn1A%A�rnu�r ii 7.03 General: 4s, »-•�-• rW «-, *�-•* �v� -�••��-�-•w , »s �.v• ••��� �• t}�- Cihr Puhlir. Wnrk� Tn.prtnr lU rff-nAru:A l�rirul �hal1 ha sulertnAii in wrifv plant v....•-`� u Selective -eme rt herbiciides compatible with seed rf xtures not to the point of being root bound. Plants shall not be poured at feral accepiax ce. � � � (a' characteristics and establishment. anytime,and in no case shall tie es betopped. Provide all materials and equipment and perform all work necessary for and rev,ommendGdbythaPeAControl Advisor) Maintenance shall start imrrtediatelyatlerlaradscapein%ationand planting. interdental toinstallir all roundcaver andbe ants,as shownon PART 6. aEFDAB ENT 607 We ed Eradication: Maintain all plants and planted areas on a continuous basis as they are installed ,g g 'g pl pians,as � A. Two irsp*ciiaris shall be made that affect t?re establishment period: T�..f�s# after all C. Treeil anus siert shall ba wficeslg ata recognized nursery lin caliper nice with remnably implied,or delineated in the specifications. plantings have been corr,pletely installed in order to &plana tine begirmirg of the good horticulture paa,ctices and shall be of the size and caliper normally 601 Scope of Work: • . during the progress of the work, arta continua to maintain them until rural establishment period, arca t1� sn,; at ilia erul of the es�blisk,rt,ent ,perro�i. If associated with the container size spec ifie don p4ans. Removal of all tags, 5.02 Beddir Plants: If in the oplrvon of the Pest Control Achix,perenruiil grasses and weeds existing acceptance of total project. Replace any dead or dying plants as directed by the plantings are not acceptable at the and of tha 180 day period, due to defective labels,nurse fakes and ties from all plant material hrbited until the Provide all maternal, et 11n Len_ *aid labor rues sW to rfu nn all work as w il� planta°,g areas will xe�uira ec•iGtrol�xor io renti.val,spray the areas per Luidsca Architect azu3C re Qe.tnfati�e. nY- I �' i � i• � l� _ � � -p ntiimterLartice then continue es�bllshrnent until all work rriee ty wnih the Sp�ecificatwrls indicated on as implied. Pest ControlAdvi�ox'srecommerul-tions. ' approval of tits Laradscapx Axchdtect or C ity Pererurials crud Annuals: Pnn�id>e healthy container grown plants from a plans. y pl' d,and as delirieatzd in the slxcll icatiors. and c ante approved. recogrd&dmustry arid6filia:specie aaid yuktydown Qnpdans. A. Irrigation: Operate irrigation system on an established program to maintain all D. All plant material delivered to true site di owing signs of damage or disease or is 602 QualityAssurance: A. Prior to the installation of the irrigation *,stern remove artd clear all weeds and plants and planted areas in a healthy condition. Irrigation system rum-off B. At termination of establishment period all plant material shall be live,healthy, and rnaaged, insufficient in size to carry out the intent of Lha planting plan will not 5.03 Ground Cover deleterious materials from planting areas. shall be kept to a minimum. Damage to irrigation system resulting from and frea of infestation. hiferior planting shall be replaced arid brought to a acceptedaru3willb-e replaced atGon#iactor's ex rise. A. The A abor of all weed control materials shall be licensed ti the State of maintenance and equripment aruilor maintenance personnel, shall be y Allow heibicide to kill all iweds. Rake or hoe off all dead weeds to a restored to its origin inaI ondition at no cost to the Ci Failure of an rt satisfactory condition before filial acceptance of work will be mar3ie. All areas shill Ground Cover. Provide grourui cover of the species shown on plans. Ground California as a Fest Control Operator arid a list Garriri,l Pulrisar in " City yl be ne atlyrake d ard free ofweeds. E. Swisenf Plan, -Shall ba as stated on the Plan Container stock(1-gallon, 5- cover shallbe established and well rooted in flats or similar containers. addition to aaysubcontractar licerw.ses that are required. depth of 1 2 below the surface of the soil. Physicallyremove all weeds of tba irrigation system shall be brought to the attention of the City. No gallon,and 15-gallon)shall ha4•e been grown in coataiars for at least one B. All materials and methods must conform. to Federal, State, and Local from the sitarrepairs other than emergency re pairs shall be accomplished without (1)year,but not over two(2)years. 5.04 Mulch. Regulations. written permission from the City. PART 7-I ANEISCAPE MAI NTUTAIKF,, F. Suheiittifinn - Substitutions for indicated plant material will be permitted Mulch: Shallbe of compacted wood chipfrber. 6.03 Submittal: B. Weed Control: Keep all planted areas fiee of weeds and debris by cultivating provided tris substitute materials are app 'e d in advance by the Cityp and 7.01 Scope of Work: areas at intervals not to exceed 10 calendar days. are made at no additional cost to the City. Except for authorized 5.05 Coordination: Prior to the iristallation of any weed control materials,the Lain-,-*a,e Contrac for variation4 all substitute plant materials shall conform to the requirements shall submit to the LAxadscape ArcldtecWity a list of ilia weed control materials Provide all materials. labor and equipraert necessary for, or iwidiental to, The Contractor may elect to remove such concentrations of weeds of the se sp,aeificatior,s. A. Do root have plants delivered to the job site until site conditions are ready for aid quantities per acre intended for use in co'ritrolling the weed types prevalent performing all maintenance requirement,; as rc°--orablyirnplied or as delixieated manuallyorbyanappaavedherbiciide program. in tT a cis ritirAtinne itrinrlino hn}y�i limitar�h t}w fnllrnanno Planting. If planting is delayed, keep plaid roots moist and place in a arui expeeied vn dile side,as suppuieu by lite iesi COninai a,ivisor. rest ioriirop r - u G. P Ants Not AMTcovej - Plants not approved are to be removed from site sheltered location protected from the sun, wird and other damaging Advisorshall furnishthe Landscapa Contackrandl-an scapa Arclntect and City C. Pest Control: Spray all plants and planted areas at beginxdrg of maintenance immediatelytani rcplacedwith suitable plants. The Cityreserves the right elements. data to demonstrate the compabbilityof the weed control materials and methods Maintain all plants and planted areas. program and as may becorae necessary die reatlerbyan approved meItod torejectentirelots of plantsrepreventedbydefectedsampales. with the intended planting and seed varieties present. Keep plank dareas free of-wee dsand.febris. of pest control, to keep all plants and planted areas fiea of bzecIs and B. Soil preparation and fine gradin shall be completed and trees and shrubs installed Praia trees and shrubs. disease. Method shrill be revie we d by true City pour to any applications. H. Stale all trees,as per details irranediatelya#lex planting to prevent wind damage. prior to bedding plants and ground cove r planting. 6.04 R:espaxisrbilityand Coordination: Ferfiliaed all plants and planted areas. Pest Control shall include Gorle r control. Irrigation. L Plant trees that are to be located in lawn or ground cover areas aller finish 5.06 Installation: A. Landscap a Contractor is responsible for the erection of all signs and barriers Lnxchcide sprayi:irg. D. Pruning: Prime all plants as desagpated and dire ckd byL,ar dscape Architect;at start of maintenance ram and continue to �,a ants as directed or re aired in event intrusion into the treate d areas and to riutif lire he lig � 11' grades are first establisl�d azul allow :_;# least 7 calendar days prier � q 17q•- Y public,' installation of said lawns or ground cover to pruvkle for thorough Plant ground coyer and bedding plants in moist soil&M spice as indicated on 7.02 Fertilizers: as maybecorYie necessaryuntil flue exuiafthe maintenance program. wate ring of trees. All planting luoles shall be excavated as defined on plans. ar4_w1mate details. DESCRIPTION OF REVISION DATE oto APPROVED: CITY OF RANCHO CUCAMONGA PUBLIC IMPROVEMENT PLANTING & CONSTRUCTION SPECIFICATIONS BASELINE ROAD, NEST OF HERMOSA TRACT NO. 16554 APPROVED BY: DATE: CITY ENGINEER �� (� RCE: 2_ 953 Y DESIGN PLAN PREPARED BY: RECO ME DED Qi L.G.T LARRY G. TISON & ASSOCIATES * LARRY G. TISON, A.S.LA. i DRAWN LANDSCAPE ARCHITECTURE SHEET Dare 314 E. BROADWAY, SUITE 0 GLENDALE, CALIFORNIA 91205 �P 9lF OFC C \ L.G.T 818-241-9169 L-7 OF R ALtF _ CHECKED LARRY G. TISON R LA NO 1844 DRAWING NO. !! Z.L. DATE JUNE 3. 2004 FILE NO L SHEET NO. Effa OF 2. All work called far on the Drawings by ruiner or details such be furnished B. The Cityof Rancho Cu camuonga shall have the sole responsibility in accepting or SPRINKLER IRRIGATION SPECIFICATIONS 2. In addition b the above mentioned maintenance manuals, the rejecting any submittal item as an approved equal to the equipment and a. PVC Pressure Main Limo Pipe and Fittixtgs: and installed whether or not specifically mentioned sit the RECORD DRAWINGS: S. On ox before the date of the final field observation, the Conirac for shall specifications. deliver the corrected and completed sepias to the City of Rancho Citys reairatensnca personnel with instructions for major materials listed on the Drawing afro Specific ations. PART 1-GE14ERAL equipment and show evidence in writing to the. Ci of Rancho 1. Pressure main line piping for sizes 2"and larger shallbe PVC Class 315. 1. The Contractor shall provide axui keep up-to-date a complete record set of Cucamonga. Delivery of the sepias will not relieve the1.06 GUARANTEE 2. Class 315 shall be made from an NS F a T 1 Garde 3. The Contractor shallnot willfuUyinstxll tris irrigation system as shown on bluelute ozalid prirds which shall be comes ted daily, showing Contractor of the responsibility of furnishing required infoimation Cucamonga at the conclusion of the project that this service has lite �d >� L.O1 DESCRIPTION the Drawings when it is obvious in the field that obstructions, eve change from the original Dxa s and Specifications and that maybe omitted from the ts. been rendered PVC compound coxn£arming to ASTM resin specification D17$4: Y ` A. Ilse guarantee for the irrigation,system shall be made in accordance with the All pope must meet requirements as set forth in Federal grade dit'fereuces, or discrepancies in area dimensions exist that the exact irdalled locations,sizes,and kinds ofequipmerat Prints attached form. The Gerneral Conditions and Su men Conditions of Specification PS-22-70, with an a e standard dimension A. Scope of tVork Provide all labor, materials, trax>sparbition, aivi services might root have been conshidered in engineering, Such obstructions for this purpose may be obtained from the Cify of Rancho C. Controller Charts: E. Equipment to be Furnished: � �` le 1'1�' necessary b fiunish and install the Irrigation SyOerrt as shown, on the or differences should be brought to the attention of the Cite of Cucamonga at cost. This set of drawings shallbe kept on the site these Specifications shallbe filed with the City prior to acceptance of the (SDR)(Solvent-weld Pipe). Drawings arid described herein. Rancho Cucamonga. In the event this notification is not and shallbe used onlyas a recons set 1. As builts drawings shall be approved by the City of Ram hp Cucamonga 1. Supply as a part Of"this contract the following triols: irrigation system, perfonned,the Contractor shall assume full iesponsibility for any before controller charts are prepared 3. Pressure main Brie piping far sizes 1-1nand smaller shall be PVCB. Standards: All woik arud materials shall comply with goverxaitng codes, safety revision necessary. 2. The Contruior shall make neat aidlagxble notatiorns on the record a Two(2)sets of special tools required for removing,disassembling B. A copy of t1 range form shallbe included in the operations and maintenaruce Schedule AO with sahexd welded joints. onlers,standfsnds,and regulations,Arai meet tl4 rrdnimum requirements of drawing progress sheets daily as the work proceeds,showing the 2. Provide oras controller chart for each controller sequence. and adjusfaLg each type of sprinkler and valve supplied on manual. f 4. Schedule 40 shallbe made from NSF approved T 1,Grade 1 PVC the Standard Specifications For Public Works Construction(Green Book) 1,03 SUBMITTALS work as actuallythis project, p' e latestedition installed For example, should a theca of triol equipxrnent be installed in a location that does not math the plan, 3. The chart shall showthe area controlled by the automaticcontroller and b. Two(2)four-footvalvekeys for operation of gate valves. C. The guarantee form shall be re-typed onto the Contractors letterhead and shall compound conforming to ASTM resin specification D1785. All A. Mate rial list the Contrac for must irvI ate that equipment has been re located in a shall be the maximum size which the controller door will allow. C. Two(2)keys for each automatic controller. contain the following ir4imation: pipe must meet require rants as se t forth in Federal Specification 1.02 QUALITY ASSiJRMiCE&REQUIR2NIENTS xa c manner so as to match the original symbols as indicated in d. One(1)quick couple r key and snatching hove swivel for every five PS-21-70. g my&,a&a uTlGwy rna ra p r(_a•n rw cvrr•s•tls i. The Cwtuactor shah funtish use arueies, equipment, maieriais,, or the irrigation iegerui. the relocated egwpir�ent arai m erasions 4. the chart is to be a reduced drawing of the actual installer system. (5) Ur 1Rna:iiwxtilwj-vul v renal iyin al quit'&l.'i1Up1111ag YalYea - -------•'----�' A. Permits and Fees- 11a Contractor shall obtain and pay for anyand all permits axui processes specified byname in the Drawings and Specifications. will thaen be transferred in the original record drawing plait at the However,in the event the controller sequence is rot legible when installed- _ '- ' - � 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF approved all observations as required No substtitution will be allowed without prior written approval by proper time. the drawing is reduced, it shall be enlarged to a size that will be We herebyguarantee that the irrigation system we have futrflslned and installed is conforming to ASTM fast procedure D2466. the City of Rambo Cucamonga. readable when redwed 2. The above mentioned equipment shall be turned over to the City at the free from defects in materials and workmanship` and the work has be en B. M iriuffxturer's Directions: Nbrnuf1wturer's directions and detailed drawings shall 3. Before the date of the final observation; the Contractor shall transfer all I conclusion of the project. Before final observation can occur, completed in accordance with the Drawings and Specifications,ordinaryw•ear and 6. Solvent cement and primer for PVC solvent weld pipe abd fittings shall be be fbRo%ed in all cases w'kera the manufacturers of articles used if,this 2. Complete material list shall be submitted prior to performing any work information from the 'record drawing"prints to a sepia mylar or 5. The chart shall be a black line or bluelia ozalidprint and a ditT'erent color evidence that the City has received material must be shown to the tea', unusual abuse, or neglect excepted We agree to repair or replace any of type and insbllation methods prescnbedbythe manufacturer. Contract f=tish direc tbi4 cuwxing points not shown in the Drawixngs and Material list shall include the manufacturer, model numbe>: and sirralar mylar material. Arrangements shill be made through the shall be used to indicate the area of coverage for each station. Cityof Rancho Cucamonga. defects in material or workmanship which may develop during the period of one year from date of acceptance and also to re or replace an damn a result Specifications. description of all materials and equipment t3 be used. Although city for obtaining said sepia ni tau or similar raylar material. All � l� I� Y g � 7. All PVC pipe must bear the following mar'kixags: mauufocturer and other information may be different the work shallbe in waterproof India ink azul applied to the mylarbya 6. When completed and approved, the chart shall be hermetically sealed 1.04 PRODUCT DELIVERY,STORAGE?.ND HAND I140 from the repairing or replacing of such defects at,ha additional costs e the City. C. Ordinames arid Regulations: All local,municipal and state lawn and rules aril We shall make such repairs or repelacer4ents within a reasonable time, as a Manufacturers naris following is s guide to proper submittal format: technical pen made expsuchyfor use on mylar material. Such pen between two pieces of plastic, each piece being a murmur 20 determunedb floe Ci after receipt of written notice. In the event afour failure b. Namireael size regulations goveating or relating to any portion of this work are hereby shall be similar to those manufacturedb Ra ' xa Kueffel& mils. A. Handling of PVC pipe and fittings: Tlae Contractor is cautioned to exercise care Y t', pile incorporated into and made a of tlesa Specifications, and their I}tiu No. Descliai n Manufacturer j�del lio- Esser, or Faber Castell. The dimensions shall be made as to be ing, ig, unloading, and storing PVC pipe and fittings. All to m� such repairs or replacements within a reasonable time ailer receipt of C. Schedule or class part p,e ut has pi torous written notice from the City,we authorize the City to proce ad to have said re pairs d Pressure rating in P.S.I. praviswns shalt be carried out by the Coitti err. Anything carifained in easilyxeadable even air the final cordioller chart(see Section C), 7. Thaese charts shall be completed and approved prior b the final field PVC pipe shallbe transported in avelnic]e which allows the lengtltofpiIaa these Specific ation shall not be consul-ted: conflict with any of the p BaekflowPneventer Febeo 825-Y-BV The original mylar"record drawing"Xkri shall be submitted to the observation of the itrigaLtiultsystem. to lie flat so as not to subject itto un&rbendirg or aconcentratedexternal or replacements made at our expense and we will pay the costs and charges e. NSF(NationalSanitationFoundatizi)ap�praval above rules, regulations, or requirements of the same. However, when 2 Automatic Controller Calseu% ET2000-24 -I.R RR CityofRamo Cucamonga for approval prior to the completionof load at any point Anysaction of pipe that has been der&d or damaged therefore upon demand f. Dale of extrusion doers Specifications and Drawings call for or describe materials, the controller chart. D. Operation arid Maintenance Manuals: willbe discarded,and ifiriistalled,shall be replaced with new piping woikmanshi or construction of a better quality, 3 Etc.masValve Superior 3100 RCV PROJECT: R q t3' higher standard, or 4 Etc. Eta. E�, 1.05 SUBSTITUTIONS 8. All fittings shall bear the manufacturers Warne ar tra�dernark, larger size than is required by the abmv rules arid regulations, thus LOCATION material designation size,applicable IP.S.schedule arud NSF seal ot'appaoval. inns oftlaesv S cificatians andDraHz s shall ecedence-. 4. Tlas Cordxactar shall dimension from two(2} imanent ports of reference, _ ng lA suchas builds corners sidewalk edges, road intersectionns etc. 1. Prepare arid deliver to the Cityof Rancho Cucamonga within ten calendar da A. If the Contractor wishes to substitute are a ui nerd or materials for the Irrigation submittal must be specific aiyi complete. All items must by � 1?� y � la Y '� Im listed and should include solvent,Irirner,wire,connectors,valve, the location of tl�e following items: prior to coraple ion of eorstluctfon; two laid-cover, three ring equipment or suint=rials listed on the Drawings and Specifications,lie may SIGNED: C. PVC Noxt Pressure Lateral Line Piping: D. Explartaturn of Drawings: 1S,,� boxes, etc. No copies of rnamifaacturers Ii�ratuire (catalog cuts) bin&erscoretahiui�g the folJUtklnag iafoima.tion: d0 so by parrv-idrng the following information to the Cif,of Rancho are required as submtittal information. a. Connection to existing water lines. Cucamonga for app pal: ADDRESSED: 1. Non pressure buried lateral line piping shall be PVC Schedule 40 with 1. Due to the Scale of the Drawings,it is not possible b indicate all offsets, b. Connection to existing electrical power. a Index shee t whit h states Condractars name,address,and telepleone solvent-weld joints when installed in planting areas. fitii.n o1oa .10 -IM,1.m-t-.o w ;n&A "'.('�n 1k,t� otoatt n r • i t, i n • I s , rn r - �., --- •- --., --- -- - -,-.- - -- ----- .1. 1;AJW1.uarld Ua LLM11=11aaa,,QLQI,cu a,11LI,ULQ1.WU W1iIIIlrlx,a aykXUvat W1 duo vlay v1 c. Gare valves, nuxuUer, aiod 1Aacn lists aacli ii4talled equipment and 1. Provide a staiternerat indicating the reason for snaking the substitution. Use PHONE: DATE OF ACCEPTANCE: carefully ixtvestigate the Arwtural and finished -Conditions F.ancho Cucamonga maybe rejected and the Contractor maybe d. R.v4,ig of sprinkler invoue lines (ditriensign max. IN material itrra itnchiI names arud addresses of aseparate sheet ofpaperfor each item Lobe Abrrdtted. 2. Non-yzmme lateral line piping installed under paved area slulill be PVC affecting all of his work and plan Ids work accordingly,fwnished required to remove such materials from the site at his own expense. along routing). manufactures local rep:vssrdatives. PART 2-MDUCTS Schedule 40 with solvent welded joirits. such fittings, o1c., as maybe required to meet such conditions. e. Sprinkler controlvalves. b. Catalogalai mats ort ever material and equipment item 2. Provide &-•serive cahlo litemture rformarice charts orad flowcharts Drawirngs are geumdlydiagxuar atic and indicative of the w ik to 4. A of an item, alter ative or substitute indicates only that the tstalled mina fids Contract for each item to besubstituted. 2.01 MATERIALS 3. Pipe shall be made from NSF approvA Type I,Grade II PVC compound be installe�T. The work shall be installed in such a marries as to ��' y Y f: Rnutirag of control wdrng and Loc atioras of all splice boxes. be iii talle,ictsbetween s l ' a#ions• to planding product or products apparently meet fine requirements of the g. Quick coupling valves. C. Guarantee stateratent. conforming to ASTM resin specification D1784. All pipe must xig m"1�ding arud Drawings and Specifications on the basis of the information or h. Steib-outs for future connections. d. Complete operating aril maidcnance instructions on all major 3. Provide the amount of cost savings if the substituted item is approved A. General: Use only new materials of brands area types noted on drawings, meet requirements set forth in Federal Specification PS-22-70 with architectural features. samples submitted. i. Other related equipment as direr tedby the Cityof Rancho Cucamonga equipment. specified herein,or approved equals. an appropriate standard dimension ratio. H. BackilowPxevention Units: 4. An expansion curl shall be pr vided within thrte (3) feet of each.wire 4 Use 9-1l2" x 16" x I I" ir4t mguIv box for all electric control valves Q. I&scellaitous Irrigation Equiprafit: C. Electrical Supply. 3. Flooding of trenches will be peurtitted only with approval of the City of 4. Except as rooted in paragraphs 1, 2, acid 3 of this section (2.018), all connection. Expansion curl shall be of surflicient length at each Rancho Cucamonga. 1. Backflow prevention unit shall be of size and t}pie indicated on the isst3legi wir;rra ort� l,nu_L�caj,zd areas. Carson Industries # , � �• requirerraeits for rtortpressure lateral ling pipe and fitting shall ba spltc a connection at each electric control valve,so that lit case of 1. }Teta to the Iris ation Plains for:ales and s of miscellaneous ation any the same as for solerd-,held ungation drawings. Install backflow prevention units in 1417-1ZB with gree nboit down cove r or aWaved equal g 1. Electrical comndc al pcs fors)ofcod action e n nl controllers ted andwDrshall be made pressure main line pipe and as repair, the vale bonrnet maybe brought to the surface without equipment. accordance wtiththe Drawings. nue)ectiicalpoint(s)ofcaruoectionas iru3iGa#edonihe Drawings. 4. if settlement occurs arid subsequent adjustments in pipe,valves, set forth in section 2.01B of the Specific ations disconnecting the cordrd wires. Control wires shallbe laid loosely 5. Use 10"x 10-114"round box for all quick coupling valves installed within sprinkler heads,lawn,planting,at other construction are rite egos, intiemchwitloutsiress orstretching wire conductors. 2. All mixellarieous iiia atron a ui ornent shallbe as cifred or a d D Brass Pipe and Fittings: 2. Wye strainers at backflow preverition units shall have abronzed screwed on-structure LaCudsn3:al d areas. Carson Ldustries Ido. 91042B a nal g q p Ie P1n�e 2. Connections shall be made at the approximate locations) shown on teas rtes Contractor shall make all required adjusixments without cast to bay with 60 mesh marvel screen and shall be similar to Bailey 5. All splices shall be made with Scotch-Lok #3576 Connector Sealing with greenbolt-owincaveror approved equal. q Drawings. The Contractor is responsible for minor changes cause the Cry. #100B or approved equal. by actual site conditions.1. Where indicated on the Drawings,Tye red brass screwed pipe corterming Packs, Rainbid Snap-Tile wire connecters., or approved equal. 5p r��. PAkT 3-EXECUTION C. Tre aching and Backfill Under Paving: to Fede ral Specification#4VWh-P-351. bl aho onlyorae splice with each connector sealing pack 3.03 INSTALLATION 3. All pressure ram line piping between the taunt of connection and this 301 nncEn�iA•rrnl.TnccrT-c mtrr�rrx�t,,e 'valu�uaF tucvauicc 5[aau ua uuiaiicu av acipualcai I pu4ai ca�aic. . ... Spuinik>x 'tae„ !all b8 of suis Lanae silo, Type,aruiobliarilia sonic y••••"••n- ""•"Cy'-V•••••"•1S i. Iiemitesiacaieauruierare aswhetepravuig,atpihaiiiccarnciete,orcancreie 2. Fittings shall ba red brass conforming to Federal Specification#WW-P- 6. Field splices between the automatic controller and electric control valves will be installs shall be backfilled with sarud a la r four The Contractor shall verify with the local goveixsing body as to rate of precipitation with the diameter (or radius} of throw, A. Trenching: d, { (4} 460, hill not be allowed.writhout prior appmd of the City of Rancho A. All scaled dimierisions aie a ximate. The Contractor stall check and all inches below the and six (6) inches above the ) aid material type aid installation pave courses prior � start of prcessur'e,and cliscltarge a::shown on this Drawings andJor specified p� Y Isle life construction, Submit shop dra for Cucamonga m these s- cial siorns. size ditiensions arid rec eivve approval from Ile Ciiyof Rancho Cucamonga 1. Dig trenches straight and support continuousl ou bottom of tie nch. compacted in layers to 95% corn ction Usingmanual or E. Copper Pi aril Fittir p 1 8 y ld pe �' prior fa proceeding with wrack under this Section. Lay pope to an even grade. Trene hung excavation shall follow mechanical tamping devices. Trenches for piping shall be K. Automatic Controller. 1. Pipe: T - K,hsrdtern- rad. I. C1ueGkVa14•es: 2. Spray heads shall have ascrew adjurstment • • Iayintro,dicatedontkueDrawingsand asroted. compacted kr equal the compaction of tl�e existing arljaa;exlt ipe ype p B. Exercise extreme care in excavating and working near existing utilities. The undistuiibed soil arid shall be left in a frm unyielding condition. 1. Automatic controllers)shall be of size ani type shown on the Drawings. Contractor shall be res n�ik,le for damages to utilities which are caused 1. Swing check valvas 2" and smaller shall be 200 pound W.O.G.bran:e 3. Rtiser units stall be f�,ric;ltCd in acco>dance with Ilse details shown on the lam' - - 2. Provide for a minixnum of tw•entyfaur(24) inches cover for all irrigation All treruchas shallbe}eft flush with the adjaini:e�?,xa�la. _ 2. Fittings: wrought copper,solder joint type. construction with replaceable composition, neoprene, or rubber drawings• byhiis operations or neglect Check existing utilities drawings fox existing lines installed unader pe-ireg or budscaping. The Contractor shall set in place, cap aid pressure best all piping disc and shall meet or exceed Federal Specification WW-V-51 D, 2. Final Location of automatic controllers) shall be approved by the City of utihtylocations. under pawing prior to the paving work. 3 Joints shill be soldered with silver solder,45% h-er, 15%copper, 1611. Class Cucamonga. 3. Provide for a minimum of twerityfour(24)inches cover for all pressure zinc.,24°,/o ca3rrdum,solidus at 1125°F,rA liquidus at 1145"F. Class A.Type IV. 4. Riser nipples for all sprinkler heads shall be flue same size as floe riser C. Coonl raatee installation of spainikler materials inc luting pipe,sci there shall be no supply lines of three(3)inches or larger in diameter. operur�in tree sp�ixillerl�dy. 2. Gerneiall anidei errs' w•allts is done b� ick' bol or h Arlie 3. Unless atherwise noted on the Drawings,the 120 volt electrical power to interference with utilities or other construction or difficulty in planting Y 1xi1� � y) �° �'. F. GateValves: 2. Anti drain valves shall be of hneavy dutyvirginPVC construction with each automatic controller location is to be furnished by others. trees,shrubs,and grourudcowrs driving,but where any c'utti`ng or breaking of sidewallts andlor F.I.P.thread inlet and outlet. Internal parts shall be stainless steel 5. All sprinkler head..of the same typ shall be the sande manufacturer. 4. Provide for a minimum of eighteen(18) inches cover for all pressure concrete is necessary it shall be pore and replaced by the and riao ne. Antidrain valve shall be field adjustable a Inst The final electrical hook-up shall be the responsibility of the su lines of two and one half(2%" inches or smaller J D. The Contractor stall carefill' check all grades to satin himself that he ma p'idY } Contractor as a part of tris Contract cast Pefrnixian to cut or 1. Ball Vales(1'f."and smaller} Contractor. ;r g satisfy � Y drawout from 5 to 40 feet of hemi Anti-drain valve shall be O. Sleeving: safelyproce ed before starting irrigations}stem. break sidewalks and/or concrete shall be obtained from the City of sixralar to the Valcon"ADV"or approved ed e nal 5. Provide for a minimum of twelve(12)inches for all non-pressure lines. Rancho Cucarno a. No h ulic drivi will be emitted u vier a. Ball valves shall be a 125 lb SWP briars valve with threaded ends per°;' q L. Electric Control Vah-es: , lateral lines or 3.02 PREPARATION concrete paying.� � � and shall be equipped with a stainless steel handle. 1. Sleeving uuuler I`ttTLIscape or paved areas for mainline, b. BallvaIves shallbe ldxbco T 5$5-70-66 or approved equal. J. Control Wining: 1. All electric control valves shall be the same size and type shown caxatrolwung shaallbx SGIa dale Oil 13.V.C.or approvedequal 6. Provide for a minimum cover of eighteen (1$} troches for all control C. All Ballvalves shall be ixas�lled per detail. on the Dia A. Physical layout: tXirir'g• 3. Refer to City Starudard 120 "Trench Repiaii'' when within City streets 1, Except as footedotheiwise,connections betwe en the automatic controllers and the Drawings. P. Vandal Resistant Controller Enclosure: susceptible to traffic loads. electric control valves shallbe made withdirectburidcoppier-vire 1. Prior to irestallatior,,tie COMMar shall sir}stake out all pressure Supply 7. Refer is City Standard 120 "Trench Repair" when outrun City straetS 2. Resilient Wedgy Gate Valve(2"arud large t) AWG-U.F. 600 volt. Control installed in control wire 2. Alleles fire control valves shall have a manual flow adjustment. pr 1'p'ly . .. 'g. 1. Controller enclast'Yo shall he of si~e ane& toric shown an the Irrigation link mutitw and li.ratinn rif�rrinkler he»,ls suxepfible to traffic loads. D. Assemblies: cunduii wiihin siruciure srnar be rrurwe cairn rsVvG-1 vv wire Drawings orad Irri ation r!trail sheet. a Resilient Wedge Gate valves shall be epoxy coated arud equipped co r wire. Pilot,vires shall be a different color wire for each 3. Provide and install one controlvalve box for each electric confrolvalve. 'g g B Backfill ,.vith a 2"operating nut. � 2. All la;,out shall be app,raved by the City of Rancho Cucamonga prior to �� 1. Routing of sprirnkler irrigation lines as indicated on the Drawings is automatic controller. Common wires shall be white with a die rarnrriatic. Install limes (arid various assemblies in such a b. Resilient Wedge Gate valves shall be No.403 RT-RW as supplied M Control Valve Boxes: 2. A baa kprovi sa b e secured to the controller enclosure c housing to installation g ) � P� difTererd calor strifor each autamatre controller. Install in •--- - - - 1. The trenches shall not be backfilled untie all required tests are performed. maniocs as ip caxnkrira wtiththae details in the Drawings. 6 Watfs or approved d e nal. � prnvu3e a t,ase f`vr nw iratrrng itis automatic sprinkler controller and Y 11 q accordance with valve manufacturers specifications and wire " " Trerichues shall be carefully backfilled with the excavated materials C. All R.e stlie rat Wedge Gage valves shall be installed r detail. 1. Use 10 x 10-3!4 ]aumd box for all ate valves. Caisan Industries#910- teiiniitai strips B. Warr Supply '� per Chart. In no case shall wire size be lei than#14. g approved for backfilling, cornsisting of earth, loam, sazudy clay, 2. Install 110 multiple assemblies in plastic Hives. Provide each 12B with green bolt-down cover or apprawd equal. Extension at sand,or other approved materials,free from large clods of earth or assendol with its awn outlet G. QuickCoupling Valves sleeve shall be PVC with rn nirmum size of six(6)inches. 3. A 117 volt duplex box slwlIbe prwiaded with an OrdOff switch,and a 117 1. The irrigation s,,a4rn shall be coxanec tad to water supply paini(s) of y �� 2. Wi shall occupythe same trench shallbe installed apo floe same K-. . � stones. Backfill shall be mechanically compacted in landscaped ng voltreceptwle. III t.allrunfromde117voltsupply connection ss areaskiadrdera' aualtoa3-acentundistwbedsoilin dant route as pTessur@Suprplyprla#eii3.11lrtes whereverpossible. " " " to the cardrolL�r 1'�rus All war w2thin floe housing shall be .r t5► q J p >� 3. Irutall all asserrnk�lies specified haercinin accordance with respective detail. 1. Quick coupling valves shall have a brass, two-piece body designed for 2. Use 9-112 x 16 x 11 rectangular box for all eWtrie control valves. housing. power 'g areas. Backfill wall coinform to adjacent grades without dips, In absence of detail draws Specifications ir� to working pressure of 150 P.S I. 3. Where more than one (1)wire is placed in a trench, the wiring shall be Carson Industries # 1419-12B with green bolt-down cover or propierlypl;a red. 2. Colaiectrm-a shall be `dada at ilia approximate location(s) :logon on the �s or � � � a •ed a ual. _- Drawuigs. Ilse Ca�nlrac for is re�iarrsrl to for minor changes caused surlsen areas,humps arother surface irregularities. specific items required to complete walk, perform such arose in taped together at inte rvals of frfieen(I 5)feet p q 4. A tenuriaal strip-dha ll be :Oft deafly inch;ating the proper points of by o�i-W site coruXitioris. ac cordatte with best sttandard p actice with prior appxrval of City 2. Quirk coupling valve shall be operable with a quick coupler key Key " conra cfic�rt of all apTpcpa:a� wiruag(station vah-es,rester valve, 2. A fire granular material backfill will be initially placed on all lines. No of Rancho Cucamonga. size and typic shallbe as shown an the Diawirngs. 3, Use 6 diameter x 8-314 deep round plastic -valve box for all quick foreign matter larger than orae-half (`f:) inch in size will be con valves. Carson Industries#608-12 with reed flex-lock contrrivn,certial iuritr ol). ls>� g - permitted in the initial backfill. . cove r or approved equal 4. PVC pips aid fittirngs shall be thoroughly cleared of dirt, dusk arud J. SprirnklerHeads: B. Tia City of F iiu'w Ctic?.nTnL r5;3 r2seiYe3 the tight to waive or srn�titen the moisture before shall be th Isotone#ion and solvent welding 4. All sprinkler heads slaall be set pcspzr"U,ular to fiudaod grades unless operatrunpeniod. me thad;- shall be as recommended b the arud fist' 1. Install the s akler heads as des nated o n die Draws s. S akle r Meads oche`wise designate d on the Drawings. Y pipe � l� � � � 3.023 CLF.,PiN-UP manufwtiuer. ki be installed in this work shall be equivalent in all respects to 5. F,ainAird Erieu FB-CP-PRS vshvcs willbe set p*r ma :turers specification 1. "........u. so*at each lFateraloperatesatdesignpuessure. Cleats iipislx•llba rna,Ie as welt portion of:nark pcogressrs. Refwe and ercess 5. On PVC to afetal connections, the Contractor shall work the rnetal ort shall be xc;ra -ed fro>rl die site, all sky tx-A- ; Y•ing shall be t,ldioi,'aid or coranectioru first Teflon tape or approved equal,shall be used on 2, Spacing of meads shall not exceed flea maximum indicated on the B. Testing of Irrigation System: w; laetl ch-wn;grad Gray&i mage Tzhi"xd on the walk of others shall be repaired rea all thded PVC b PVC,and on all threaded PVC to metal joists. Drawings. In no carie shall floe spacing exceed the maximumto its urigiraal condition. Light wrench pressure is all that is required. Where threaded PVC rec on"ndedbythe manufacturer. 1, T'he Contractor shall request tlne presence of the City-of Rancho coratecti.ons are xequiie:I, use threaded PVC adapters into which Cucamonga in writing at least 48 hours in advance of testing. 3.09 FINAL SI'p?,OB3t:RVAMH PRIOF,TO ACCEPTANCE the pipe maybe solvent welded. 3.04 TEMPORARY REPAIRS E. Line Clearance: The City reserves the right to make tampior€rryy urs as necessary b keep the 2. TeA-allpessure lines umrkr hydrostatic pressure of 150 pounds per square A. The CGntrawto:shill operwtc e.,wh s3vte:'a it is ctitircty for the City of Rancho s r berme uu rent to stir corb$tinn The aYercise of this right inchand prove w•atertlght, Cucanu,n`aga at tirna of final obserYsoon. .Any iterfa deeraed not p irakle syr q Iii pre sg ng y accrpj�JY la by the City of R.rrho CuettmoiII shall be reworked b the 1. All lines shallhave a minimum clearance of six(6)inches from e ach other the City shall not relieve the Contractor of his respornsibiliiies untler the terms of Nate: TI of pre .•ura main lines shall occur prior to cornrLI . faction of the City of Raw'ho Cucamonga - arid twelve (12) inches film lines of other trades, with the the gusranbee as herein specified ex,:c `tion of#lie control wire sleeves which GliaII be %rw•talled installation of tlne electric:Gonixol valves. B. Tlse Ccntrvtor shall shows evidernce to the Cit;cf R..�ruc,aa Cuicntn;ainga Haat the . 1 ) adjacent to pressuue supply lime. Parallel limes shall ilei be 3.05 EXISTING TREES City'as,accrued all accexories, charts ;.eorid drswzrngs,anal equipr'dent adris acetall &dire paeflyssur or.e another. 3. All pi*,t under p=aved�ieas 1.Yll be x-tud wrier 1ny�lz5mt d it ssure of as racp1lired uefcae final,site bbl e-:'� ficrr call rve`cur. 150 pounds per square inch anus proven watertight prior to paving. F. Automi is Contivllertasseiribly useaerl its necessary iu excavate s+oto ire ip rul existing trees,flax Cantractn sYaall - v •a•rf cc T DESCRIPTION OF REVISION DATE CITY - use all possible case Ei avrovd injury to trees anti trace roai$. Excavation in areas 3.10 S1'f1G}�S1=1t�4a.?IdG'H�iDJi�}? - -- - -- - -- 4. Susttaih re:Sure in lines for rot less flAn sire(6)hours. If leaf s develi, where two(7}inch diad larger roots occur shallbe done bylaand. All roots two(2} p.r B^ - _ Iiistall as p, r munufacbarers instructions. Rermote control valves shall be i p1es arud lar larger in diameter except directl in ttaa thof xi or conduit shall replace joints arid repeat test until entire s�tera is proven A. The Contra=��ta"r ataflbe responsible for notif}ang the Cityuf Rantcho Cucamonga . Conrnecfed b contioller in numerical sequence as shown on the Drawings. g � y � pipe wale ' ht. in a4va ice for tine f'o'1ou ung obsery Ifiel rnea brigs,ae Gore to the tide CITY OF RANCHO C U CA M O N GA 1 be turaneled under arid shill be heavily wrapped with burlaps to prevent scarring or � excessive drying. Where a ditching machine is ran close to trees lcxvirng roots rudicated U. High Voltage ruing far Automatic Control]er. o(2) riches indiameter,the wall of floe treitGll adjacent fo the tree 5. All h�diostatic tests shall be t,ad smaller than twe oral in fl tae Zrica of do General shall be hand trirremed,makaxag clean cuts through. Roots Dine(1)inch and larger Contractor and flie Cir,��,fht:�r� ��Cucamonga: Nopipe shall be 1. Pro-Job Cuni��r�n:c_��ri PUBLIC IMPROVEMENT 1. 120 volt owercornectionto the automatic conimllersliallbe proviledby in meter shall ba uainted with two coats of Tree Sell or equal. Trenches backfilled until it had been observed, tested, and approved in naeGortaacior. adjace nttotree shouldbeclased w.thintwerit7four(24)ina:illJ and where this is writing. 1r. kressunsayVylLieinst,tUitmn 24trotins PLANTOlrG & CO STRUCTION SPECIFICATIONS 2. All el:c tr.G al murk shall conform to local codes,ordinances, and union rot passible,flea side of the trench adjacent to the tree shall be kept shaded with L 6. Furriish ruecessany fared pump afad all Other test eyuipiferit. 3. Lateral lir*anal SYTirku r iIUL tP'Jktk n-2412-c s burlap or camras. authorities having jurisdiction. 3.46 FIE-LDuburlap or cu vias. iTRr?L 7. When the irrigation syste rd is compile ted, perform a coverage test in the 4. Autoiinatic eor±o1'-.r ineA�tatro:t-24 hours BASELINE ROAD, WEST OF H E R M O SA It. R doteControlValves paeserice of the Citya,f Rancho Cucamorta to doterredie if the % FF •ro;.,.+ 11 tion '1 A , ,,., TRACT I`�O. V A. AdjustraentoftheSystem: wa ` coverage far p1>rditg areas is complete aril adequate. 5. Cor&ol'WutuWn3llation- rlQ,is 1. Irnstall where shown on the Drawings. Where grouped together,allow at Fwrdsh all materials arid perform all work required b carne ct any least twelve(12)inches betwe en 4 acert valve boxes. Install each 1. The Contractor shall flush and adjnrst all sprinkler heads for optunural inadequac its of cove rage due to deviatior;s frora the Drawings,or 6. Press uire�a:pialy lLne and l;leial lune testii,g-481i iuxsIII N oto ���m remote cantxalvalve in aseparafevclve'aox• perforimaxue arud to prevent ovxisparayonto walks,roadwaSs, and uahere the system has been willfully installed as indicated on the v APPROVED 8Y: LA C DATE: _buildu s as much as ssrble. Drawings when it is obviouslyiriadequatz,withoutbrirging this to 7. Ctrverago test-Z18 liouis �V� t - CITY ENGINEER - RCE: 24953 I. FLrsh rig of Sypterm: the attentu,n of the Gi:j of Rmmun ��^' i Cucarnoita. This test shall be -" - 2. If it is dete rraine d that EPIustments in the inigation equipment will provide ac complisl edbefore any ground cove r is planted. 8. Final 6b2 i'v 4fiin-7 da;p l�� DESIGN PLAN PREPARED D r and more adequate coverage, the Contractor shall make v '° P 8Y• RECOfdtdE 1. A.tlex all new sprinkler pipe liars arud risers are)n place and caranected,all ):�'le q necessa division woik has been ompleted, and prior to such adjustmaents prior to planting. Adjustments may also include 8. Upson completion of each! iii of wkly,the eidia system shall be tested l'•. F`dYae n observ3ti✓iw lava Yieeit conducted 011neT thus, the Cit of Rancho L.G.T LARRY G. T 1 S O N & ASSOCIATE S }I * 1�/n * LARRY G. TISON, A.S.LA insta Litton of s .etas he ads,the control valves strath be opened changes in nozzle sizes and degrees of arc as required and ad'usted to nee t mite uiierdents. Cucamonga. show evatexe i„, ;WritrrL r f Min and by whom these �C-i' LANDSCAPE ARCHITECTURE lam" pre J � recd ORAd1N SH16/ arud full lead ofiv ater raised to 11usr out tae system 3. Laver raised s,rinkler hoe ads b the Cardractor shall be acGom fished obseIvaii r' wt it r('a-k- d> �� �p 314 E BROADWAY. SUITE D GLENDALE, CAUFORNU 91205 I Y pl ` 3.07 MAINTENAlr'E 2. Spriikder heads shall be iratilled only after fushing of the system has within ten(10)days afternotificationbythe City. �t v' ata-241-9169 E oa L.G.T L-8 of _ been accc,lm listen d to the cam ata satisfaction of thio cit of C. No s. ab3+?rvatiatl3 will cirri issuer without ''As-Dtiilt"recoi p drawings. The OF CAtut CHECKED l 11` Y A. The entire frig ation sy tem stall be under full automat'ie opiriation fur a period of contractor ;hall not call for ai site vitt cvitbo-ut "AsEuilt" record TISON R LA. NO 11144 DRAWING NO. Rancho Cucamsonga. seven 7 da s r to an anti v LARRY G. ( ) y yI2" drawitac•' .t.�;tlaout coxnliating perviously noted corrections, or without �Pt;)O_L v em fbr said-visitZ L. - DATE JUNE J, 1004 FltE NO p'ixe}1,iitat;thtx.yv-t ---_ -� _ �- - _ -- - - - - - _ _ --- -- - _ tt '' IL