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HomeMy WebLinkAbout1828-L DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS CRESTWOOD CORPORATION TRACTNO , 16021 211 WEST FOOTHILL BLVD. GLENDORA, CA 91741 North-west of Southern Pacific R.R. and South of Victoria Ave . PH# _(626) 914- 1943 LANDSCAPE MAINTENANCE DISTRICT NO . 9 VICINITY MAP GENERAL NOTES SHEET INDEX I. THESE NOTES SHALL BE USED IN CONANCTION WITH THE PLANS AND ANY DISCREPANCIES SMALL 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 3. ALL WORK SHALL BE PERF051,MD ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD L- 1 TITLE SHEET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Q SR 30 (FUTURE) 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY L-2 CONSTRUCTION PLAN DAMAGE INSURANCE AS REQUIRED BY LAW. 5- CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK NOTIFY PERTINENT UTILITIES AND UNDEWjROUND SERVICE ALERT AT L-3 IRRIGATION PLAN 1-800-221-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION PROJECT SIT Lu 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR AND ALL� RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. L-4 PLANTING PLAN VICTORIA STREET I. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE RO.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY ENGINEER L-5 LEGEND, NOTES and CALCULATIONS S.PRR 8. SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A I FOOT WIDE FLAT AREA AT THE TOE OF SLOPE, 9• UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT L-6 IRRIGATION DETAILS ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL BASELINE ROAD CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT,FALL COLOR, FLOWER COLOR, OVERALL PLANT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE L-7 PLANTING DETAILS OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, NG 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, GLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER L_g IRRIGATION SPECIFICATIONS COVERAGE, REQUIRED RK PRIOR TO FINAL ACCEPTANCE OF THE WOBY THE CITY. 10- APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.CA RECOMMENDATION. 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 160 - 438 - 0525. L-9 PLANTING / CONCRETE SPECIFICATION \� 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: 13ETLUEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8' WIDE X 6' DEEP CONCRETE HEADERS 13ETWEEN 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. CONSULTANTS 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. 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 NSPECTORALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. NITS PUBLIC ENGINEER: LANDSCAPE ARCHITECT: MAINTENANCE RESPONSIBILITY MAP LANDSCAPE QUANTITIES PHB & ASSOCIATES INC. 1620 SOUTH GRAND AVENUE GLENDORA, CA 91740 ` SEG URA/DEUTSCHMAN EAST AVENUE - QUANTITIES BY STREET BROOKFIELO DRIVE - QUANTITIES BY STREET L AND SC:AFE MA INTE1�1ANC:E DIST. AREA TYF I CAL (626) 914-6256 � - ASSOCIATES, Inc. IA 2328 TOTAL S.F. NON-TURF LANDSCAPE AREA 1,110 TOTAL S.F. NON-TURF LANDSCAPE AREA 425 LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PLANNING TOTAL S.F. HARDSCAPE AREA (INCLUDING WALKS) 2,433 TOTAL SF. HARDSCAPE AREA (INCLUDING WALKS) 3,116 + + ( TOTAL S.F. EXCAVATION FOR COBBLE AREA 1,493 TOTAL SF. EXCAVATION FOR COBBLE AREA 1,356 565 W. LAMBERT RD. SUITE F BREA, CA 92821 714/529-1291 I TOTAL SF. PROPOSED CITY SIDEWALK 940 TOTAL S.F. PROPOSED CITY SIDEWALK 1,820 I TOTAL OF ALL AREAS INCLUDING SIDEWALK 4,203 TOTAL OF ALL AREAS INCLUDING SIDEWALK 3,601 I I TOTAL ACRES 0.096 TOTAL ACRES 0.062 TOTAL LF OF CITY MAINTAINED WALL 112' ICA t. 'i I OAKCREST COURT - QUANTITIES BY STREET O I TOTAL SF, NON-TURF LANDSCAPE AREA 195 :,. .� TOTAL SF. HARDSCAPE AREA (INCLUDING WALKS) 1,265 • TOTAL S.F. EXCAVATION FOR COBBLE AREA 484 DESORPTION OF REVISION DATECrry m I U I I TOTAL SF. PROPOSED CITY SIDEWALK 181 w a I I I z TOTAL OF ALL AREAS INCLUDING SIDEWALK 1,460 CITY OF RANCHO CUCAM N A I a TOTAL ACRES 0.034 0 L I TITLE SHEET — BROOF.ELD DRIVE "'-^•� I I TRACT NO. 16021 - --- -- - '3 U � LANDSCAPE AND IRRIGATION TOTAL STREET TREES PER STREET EAST AVENUE TEAS AVE.A - EUCALYPTUS I VE. E S XY L PTUS DERO LON ROSEA ( ) 5 6 GALLON I KE VED BY: DATE I GEIJERA PARVIFLORA (4) 15 GALLON I �pNDSCApF GPMFER RCE: 2 953 PS J. SFC qP0 _-- - — 5ROOKFIELD DRIVE - PYRUS CALLERYANA 'ARISTOCRAT' (11) 15 GALLON �~ ti >' � �A° e P.A 1 � SEGURA/DEUTSCHMAN OAKCREST COURT - TRISTANIOPSIS LAURINA (5) 15 GALLON No• LA 8 ` DRAYM ASSOCIATES, Inc. E. na — - sf�r Exp. 9 03 PiD LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PUNNING L-1J ��.9 565 W. LAMBERT RD, SURE F BREA. CA 92821 714/529-1291 oF NTS � OF C148� CHECKEDR" NO DRAWM NO. US (ATE MAR. 20, 2002 0131R Mg- L FLE NO PROXCT SHEET NO. 8 OF 4 lien Iq ti cv ,�� I I 24° OAKCREST COURT 14' b' 14' 16 14' 19 . PA Tcp 4PA CONSTRUCTION NOTES: 4• PA PA • PAM PA 4 \\ i. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS �S - a ltg�, \\ \\ DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE PA �q �� m '� / \ \ ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL W \ \ RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO w I \\ \\ GIVE SUCH NOTIFICATION. v \ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. CONTRACTOR \ SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE \ AND REPLACEMENT OF SAID UTILITIES. PA �. PROPOSED DRIVEWAY - REFER I `\ ,———. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH TO THE CIVIL ENGINEER'S PLAN W O I 1 OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION w_ 4° '� FOR THE EXACT LOCATION. i I I OPERATIONS. �4 PA I i 1 4. GROUND COVER AREAS NOT TO EXCEED A 3:1 MAX. SLOPE. 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PA _ ° I PAVED AREAS AS REQUIRED. REFER TO THE IRRIGATION PLAN. SECTION Br7i "1 SHEET L-5 _ w 2 �p ° ° i 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT V-- - PER SPECIFICATIONS.BADE AND PROVIDE SUBSURFACE PREPARATION � � or7jN PA I I I I 1. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS PA �9 0 I I I I I TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 0 "Z4 ; V v O (^ I I S. ALL WALLS AND CURBS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE �1 I Q0 I I APPLICABLE. ALL AT PHASE MUST BE INSPECTED AND APPROVED PRIOR TO 1 i ^ I I SE OF WORK �Q PA I S. AND SPRINCONTRACTOKIRTO.ER HEADS AND DISPOSE OF EXISTING IRRIGATION LINES PA 4. 6' TALL PERIMETER BLOCK WALL WITH A COLORED STUCCO FINISH PER THE INTERIOR I • SPECIFICATION NOTE: IF THERE IS A DISCREPANCY BETWEEN THESE `—r I LANDSCAPE PRODUCTION DRAWINGS. I CONSTRUCTION NOTES AND THE 'GREEN BOOK' SPECIFICATIONS, THE 'GREEN v I I I BOOK' WILL SUPERCEDE THESE CONSTRUCTION NOTES. F6 4' DIA. PLASTIC ATRIUM DRAIN PA ° I GRATE BY N.D,S. 015 - REFER PA .9 "- 4 �° I TO ENG.'S PLANS FOR CURB I TER PROOF ALL INTERIOR PLANTER OUTLET LOCATION. ' " I PROPOSED STREET LIGHT LOCATION - TYPICAL t ALLS - REFER TO DETAIL 04, SHEET L-1 E--� REFER TO THE CIVIL ENGINEER'S PLAN FOR THE EXACT LOCATION, j I EQUAL CONSTRUCTION LEC7END \ ° EQUAL BGR plt9^ Y I2' 12' 13' 5' I 40' I 40' 1 5' 13' 12' 1 I. LANDSCAPE BOULDERS, SIZE AS SHOWN. INSTALL PER DETAIL SHEET - I O L 9, S EE L 1 TOTAL OF 36 BOULDERS - 22, TOTAL OF 24' BOULDERS 24. 9 -__ _-- ----—---------- ------------ --- -- B B �9 i A i 9 O EXCAVATE AREA FOR ROCK COBBLE INSTALLATION PER DETAIL S, ° ° ° T OF WAY `n `� I PA I - -1 -1 SHEET L-1. APPROXIMATE TOTAL EXCAVATION AREA 3,381 SF. �a " i W O PROPOSED CONCRETE SIDEWALK - REFER TO CIVIL ENGINEER'S PLANS FOR r 24` r — PA S - PA �• �]4• J11 24" •PA SIDEWALK CONSTRUCTION AND LAYOUT. _ _— _ _o o 4• I 24" \� -- - .� — --— - -- ? O , 6' CONCRETE MOW CURB AROUND ALL EXPOSED EDGES OF COBBLE (� TYPICAL, INSTALL PER DETAIL S SHEET L-1 4 18' SQUARE BLOCK PILASTER AND CAP WITH ROCK COBBLE VENEER PA PA PA PA PA PA O REFER TO DETAIL 010, SHEET L-6. I � 11'-0' 4' 4 b 4 4 `� _ 24' TALL MASONRY GARDEN WALL WITH ROCK COBBLE VENEER 30 30 f 301 301 30, REFER TO DETAIL 04, SHEET L-1. \ r v D IN PIPE w CU - T n -� 1/2' EXPANSION JOINT TYPICAL BETWEEN THE SIDEWALK M AND THE MASONRY PLANTER WALL - REFER TO DETAIL �4 EAST AVENUE ,�� A �6 •4. SHEET L-1. 7 - - - - - - - - - - - - - _ ' _ DIG ALERT PROPOSED FIRE HYDRANT LOCATION DIAL TOLL FREE REFER TO THE CIVIL ENGINEER'S PLANS FOR THE EXACT LOCATION. 1-800-422-4133 AT LEAST TWO DAYS BEFORE YDU DIG SCALE: 1/16' = 1'-0' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA KEY MAP PRA I NA C7E SCHEDULE - T « ��'T� OF DATE 4' FLUSH MOUNT ATRIUM DRAIN - BY ND.S. MODEL 15PPROVM � 1 I • , i — — — — 3' PVC DRAM PIPE - TYPICAL CITY OF RANCHO CUCAMONGA —' PROJECT 'LMD' ,— AREA TYPICAL NOTEALL GRATES and ADAPTERS TO BE NDS PRODUCTS OR EQUAL. THE CONSTRUCTION PLAN w CONTRACTOR SHALL INSTALL PER MANUFACTURER'S SPECIFICATIONS. -- Z TRACT NO. 16021 w LANDSCAPE AND IRRIGATION L JAI NDSCgpF - -_ - N J. sF -� EAST AVENUE BELLA DIANE DRIVE - .,.. APPROVED BY: j r DATE CITY QVGIEER [ — - RCE: 53 7U'�No. LA L) 8 DEMN PLAN PF EPAPM BY: aEoo NTS 9/30/03 �Y Exp.. PJD SEGURAIDEUTSCHMAN �Tq DRAvWN ASSOCIATES, Inc. m sm - T� CF 0\,8 PJD LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PUNNING srEFT L-2 oF 9 S6� W. LAMBERT RD. SUITE f BREA, CA 92821 774/329-126/ c wclam PLLA NO DRAWM NO. Tie DATE MAR 20, 2002 FILE No 0131A L --- PROJECT SWEET NO. Cf OF - 2c/�cCIV �v OAKCREST COURT > >� � � XERI5G�4PE ASSESSMENT SYSTEM Y '� II. IRRIGATION (POINT VALUE) I/2' ' 1._ — \ I. LOGALLONAGE IRRIGATION SYSTEM. C20) 20 -3/1a, a ? a4'— al'2� a —� — , 314.1 I J' � �'� 2. AUTOMATIC CONTROLLER (20) 20 L-3/2 \ 3. DESIGNED TO WATER PLANTS BY WATERIWS NEEDS. (10) 10 L-3/3 2 4 PEr7STL MOUNT CONTROLLER �� \\ I 4. SOIL MOISTURE / ET SENSORS. (10) 10 L-3/2 —3 \ i 1 ( THE CONTRACTOR SHALL INSTALL ONE CALSENSE ET-2000-8-LR-RR, W/TP-I, TP-110 W/LR-DOME, \\ 5. RAIN SENSORS. (5) - 1/411 l I I STATION PEDESTAL MOUNT AUTOMATIC IRRIGATION CONTROLLER AT THIS APPROXIMATE LOCATI04 \ COORDINATE THE POWER SOURCE P.O.G. WITH THE CITY INSPECTOR PRIOR TO COMMENCING WORK. \ \ 1 I• 1 6. WIND SENSORS. (5) - - I THE FINAL LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR Tp \ I I �� II11 I NSTALLATION. REFER TO SHEET L-5, L-6 FOR ADDITIONAL 'CALSENSE' INFORMATION. THE \ \ 1. SENSITIVE TO SLOPE FACTORS. (5) - - �� I,I I 1314, SYSTEM SHALL BE OPERATIONAL PRIOR t0 THE CITY'S ACCEPTANCE. PRIOR TO I1 1 O i INSTALLATION OF S5-24-85/120 VOLT CABINET, THE CITY MAINTENANCE SECTION MUST VERIFY THAT I 8. RECLAIMED OR RECYCLED WATER (5) I I w III I I THE RADIO IS ABLE TO SEE THE REPEATER I ass I > � I , I ii TOTAL POINTS CLAIMED: 60IF 60,� I I I'I I I ° ° D I XERISCAPE REFERENCE SYMBOL 3/4� � Lij ILL I ITJ /zO N l I� 6 1.10/2 I I ' i I REPRESENTS XERISCAPE REFERENCE NUMBER, � O I.II I I I I•I O 111k � I I ' V W I I SHEET REFERENCE NUMBER i � 0 w I I /•11 11 1 1 1 I I I I I m jl�1/21 131• I . I � I I NOTE REFER TO SHEET L-6, L-1 FOR IRRIGATION DETAILS AND I ,t/� , — 1 SHEET$ L-9 AND L-9 FOR LANDSCAPE SPECIFICATIONS. II - 10 I i THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE �, �I, I I RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER ELECTRICAL 31411 , -Y �? 11/2I I ( I I I CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER - F NOTE: °o ° ° I 14.1 4 I I MAKE POINT OF CONNECTION IMMEDIATELY DOWN STREAM OF NEW DOMESTIC OTA WA I I ALL QUICK COUPLING VALVES SHALL BE BLE TER ', I sta 1" I I METER TO BE PROVIDED BY CCWD, COORDINATED AND PAID FOR BY THE DEVELOPER EXTEND NEW B � I I `� INSTALLED IN PLANTING AREAS ONLY. , I i TYPE 9G' COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A REDUCED PRESSURE BACKFLOW P 18.8/-2—\ �„ 4.8 PREVENTER (TYPE AND SIZE PER PLAN) WITHIN AN ENCLOSURE. II ( 1 1 I I M II I I ° 11/2 t/21 a,4� �V' �� 1/44 11 � � A L . �.._ . �� . — . a � I \ FEI a, C ' 4' 1/7 a4 34 , a/i _.. 117 4 8. I v 1,7 1,2 a/4, 1,2 1,7. Q ` 4 1, , �. '/2' 3, 8.4 I /7' O 7 '/a' I/�' 314 9 a,4� >r7� �2 a 1/7, 1 104 SF a NI 1 _ _ _ _ _ _ L-3 KE*r MAP �� u I , — /4' � -- ---- - - - - -- - - - - - - - — — _ - - 12 r i 11/2 PROJECT 'LMD' � �� 1 ` AREA TYPICAL ; Z 24 EAST AVENUE J2 —I - — — — — — l — — — --- — — — BELLA DIANE DRi JE IRR16ATION LE6ENi7 Q — _ POINT OF CONNECTION SYM � _L ' � NTS Q TRD H F MFG MODEL DESCRIPTION RAD GPM PSI THE CONTRACTOR SHALL VERIFY THE PROPOSED IVz' WATER METER AT THIS APPROXIMATE LOCATION. THE CONTRACTOR SHALL INSTALL ONE 1' PRESSURE REGULATING VALVE, ONE REFER TO SHEET L-5 FOR PRESSLM2 COMPENSATING SCREEN "PCS" CHART. REFER TO SHEET L-4/L-5 It/,' REDUCED PRESSURE BACKFLOW PREVENTER, ONE 1' FLOW SENSOR, ONE I' MASTER FOR CORRECT SIZING AN17 INSTALLATION INFORMATION FOR TYPICAL CONTROLLER INSTALLATION. CONTROL LAT.D THE NEW 11/2 H SI E CONPVC TRACTOR SHALL VER IRRIGATION RACTOR MAINLINE FAS DIGATED. DO NOT USE PC5 SCREENS ON U-SERIES NOZZLES. EREFER TO SHEET L-5 FOR I ReI C7ATI ON NOTES THE SIZE OF METER, SERVICE LINE AND THE AVAILABLE PRESSURE PRIOR TO COMMENCING WORK THE FINAL LOCATION OF THE BACKFLOW PREVENTER AND THE OTHER P.O.C. EQUIPMENT D v RAINBIRD 1812-SAM-8Q 4 H -PC5-020, 040 SHRUB POP-UP 5' 020, 0.40 30 SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. ff t RAINBIRD 1812-SAM-PRS-SQ 4 H FLT SHRUB POP-UP 8' 026, 052 30 AVAILABLE PRESSURE t 129/, PSI ❑ RAINBIRD 1812-SAM-PRS-10Q SHRUB POP-UP 10' 039 30 DESIGN PRESSURE 62.16 PSI MAXIMUM DEMAND 18.8 GPM 8 RAINBIRD 1812-SAM-PRS-15Q 4 H SHRUB POP-UP 15' 0.93, 1.85 30 • RA INB IRD EFB-CP-PRS-B BRASS REMOTE CONTROL VALVE, SIZE AS SHOWN. Jnr RAINBIRD 33-DNP 3/4' QUICK COUPLING VALVE AT . 150' O.C. WITH 2 KEYS TOTAL DES(RPT10N OF REVISION DATEAver H NIB-O T-585-10-66 LINE SIZE GATE VALVE CITY OF RANCHO CUCAMONGA a SUPERIOR 3100 1' NORMALLY OPEN MASTER VALVE IRRIGATION PLAN © FEBCO 825-YA-BY I11IN�A STRONG80 SSB�BCBA45�LA1�O�SUR�ER TRACT NO. 16021 2 Et-2000-8-LR-RR LANDSCAPE AND IRRIGATION L-3 C CALSENSE W/TP-i, TP-110, 8 STATION AUTOMATIC IRRIGATION CONTROLLER, MOUNT M A STRONGBOX F A � ll� LR-DOME SB-24-SS / 120V ENCLOSURE WITH ANTI ANTENNA PORT ��O �S DSCEAST AVENUE gp Y L L IiiJ. DIG ALERT FEI DATA INDUSTRIAL FM-IB i' BRASS FLOW SENSOR - PROVIDED BY CALSENSE0 cG�, �y APPROVED BY: DATE: INDICATES VALVE NUMBER © WILKINS 500 SERIES 1' PRESSURE REGULATING VALVE - _ 4 53__ ctf No., L4 2328 oEs PUW PREPARED BY: DIAL TOLL FREE INDICATES APPROX. 6PM'S1/ � 1-800-422-4133 _ , d/03 / C _ D PROPOSED DOMESTIC 1 , WATER METER, PROVIDED BY OTHERS - (CCWD 909-981-2591) � EX 3 � p -— PJD SEGURA/DEUTSCHMAN AT LEAST TWO DAYS INDICATES VALVE 51 Z MAINLINE 1 1/2' AND LESS SCH. 40 - INSTALL MIN 18' DEPTH - SIZE PER PLAN s/q DRAWW _ ASSOCIATES, Inc. u > - BEFORE YOU DIG 2' AND LARGER CL. 315 PVC - INSTALL MIN 18' DEPTH - SIZE PER PLAN �- c�� LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PUNNING SHEET INDICATES SQARE FEET pip IRRIGATED BY A VALVE LATERAL LINE SCH. 40 PVC LATERAL - 12' MIN. DEPTH asa W. w4BERT RD. SUITE F BREA, CA 92821 714/829-1291 L-3 SCALE: I/16' = i'-(d' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA —DRANTIO Na PAA No SLEEVING SCH 40 PVCs ?X DIA. OF ENCLOSED PIPE-MIN 24' DEEP CFEClED Tis DATE MAR. 20, 2002 ME W 0136 L ZS - L PROJECT 9FEET NO. 10 OF XERI SGAPE ASSESSMENT SYSTEM SUMMERY I I lU L -4 _ A. LANDSCAPE (POINT VALUE) POINTS REFERENCE CLAIMED (SHEET /REF. 1. WATER CONSERVING PLANTS. (20) 20 L4A OAKCREST COURT 2. TURF LIMITED TO 25% (45% RESIDENTIAL. (20) 20 L-4/2 3. PLANTS GROUPED BY WATERING NEED. (10) 10 L-4/3 \ 4. HARDSCAPE (NON-IRRIGATED SUR!--ACES. (10) 10 L-4/4 I Jll \ \ \\ 5. PERMEABLE PAVING. (5) _ _ \ \ 6 LOW-WATER TURF VARIETIES,- � TIE5 (5) i \ 1. MULCH PROVIDED IN NON-GROUND COVER AREAS. (5) 5 L-5/5 I 1 5 r C I ALL LANDSCAPE AREAS SHALL RECEIVE 4' LAYER OF WOOD CITRUS CHIP MULCH UNDER ALL f \\ S. SOIL AMENDMENTS. (5) 5 L-5/6 TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY j STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE \ \"'`— MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO \\ TOTAL POINTS CLAIMED: �0 �f ( PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: 'EARTHWORKS' 13510 CITRUS AVE., NORGO, CA - (909) 538-3321 \ ,____ (MINIMUM POINTS REQUIRED: 60) 1 W I I F XERISCAPE REFERENCE SYMBOL of 11 I I I D p o I I R7-FRESENTS XERISCAPE REFERENCE NUMBER, t 1 0 r SHEET REFERENCE NUMBER W I I I iL 1 , I ` nn •,� I� N000 ! I lV � � � i 0 \ I 00 I PLANT S I Z I N6 KEY i ' I i INDICATES QUANTITY 5-GALLON 15-GALLON 6 4 i INDICATES SPECIES ! NOTE I 1 1 8 3 5 I TYPICAL 6" MOW CURB AROUND ALL j I 6 3 5 �..+ 1 I 6ENERAL PLANT)N6 NOTE: G EXPOSED EDE5 OF GOBBLE. I I 7 4 3 I I PLANTS SHALL BE PLANTED TO ENCOURAGE TRAILING OVER 1 o i 3 3 B 4 7 I HARDSCAPE, BUT NOT INTO SIDEWALKS I 8 1 11 I 6 1 2 I 2 THESE TREES SHALL BE TRIMMED TO PREVENT SIGHT ° -1 I L-4 L-4 I OBSTRUCTION, LIMBS SHALL NOT BE LOWER THAN MIN. 6'-0' 1 I 2 � I CITY STREET TREE CONSTRUCTION NOTES: D � D • i \ D 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH THE CITY STANDARD PLANS. \ o 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY i UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BEEN - - - BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR / 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE 3 BY THE ENGINEERING DIVISION. 6 3 6 5 1 2 2 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT 7 4 1 4 3 4 2 6 3 PLANS ONLY. A 4 L-4 1 DIG ALERT EASTAVENUE l DIAL TOLL FREE 1-800-422-4133 PLANTI N6 LEV ND AT LEAST TWO DAvS BEFORE YOU DIG BOTANICAL NAME COMMON NAME QUANTITY SIZE DESIGNER'S INTENT O.C. SPACING 1 2 SCALE: 1/16' ■ 1'-0' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TREES: L-4 L-4 0 A. EUCALYPTUS SIDEROXYLON 'ROSEA' RED IRON BARK 6 5 GALLON NATURAL GROUPINGS MIN. 30' O.C. B. GEIJERA PARVIFLORA AUSTRALIAN WILLOW 4 15 GALLON STREET TREE 20' O.C. • C. TRISTANIOPSIS LAURINA NCN 5 15 GALLON STREET TREE 20' O.C. D. PYRUS CALLERYANA 'ARISTOCRAT' ARISTOCRAT PEAR 11 15 GALLON STREET TREE 20' O.C. SHRUBS: arY KEY MAID MAAPPROVM 1. DIETES BICOLOR FORTNIGHT LILT 11 5 GALLON NATURAL GROUPINGS 48' O.C. DESCRPTiON 4F REVI" DATE 2. JUNIPERUS C. 'FRUITLAND' JUNIPER 3 5 GALLON NATURAL GROUPINGS 6' O.C. CITY OF RANCHO CUCAMONGA I 3. LANTANA MONTEVIDENSIS TRAILING LANTANA 3 5 GALLON NATURAL GROUPINGS 6' O.C. �,✓ / ;i 4. LAVANDULA S. 'OTTO QUAST' SPANISH LAVENDER 15 5 GALLON NATURAL GROUPINGS 36' O.G. PLANTING PLAN =--c 5. LEUGOPHYLLUM F. 'GREEN CLOUD' TEXAS RANGER 3 5 GALLON NATURAL GROUPINGS 5' O.C. TRACT NO. 16021 ! L PROJECT 'LMD' 6. ABELIA G. 'EDWARD GOUCHER' GLOSSY ABELIA 6 5 GALLON NATURAL GROUPINGS 48' O.C. AREA TYPICAL 1, PHORMIUM TENAX NEW ZEALAND FLAX 12 5 GALLON LANDSCAPE AND IRRIGATION -- \ � NATURAL GROUPfNGS 6 O.C. p,NDSCgp i L _ , I w S. XYLOSMA CONGESTUM 'COMPACTA' COMPACT XYLOSMA 8 5 GALLON NATURAL GROUPINGS 8' O.G. o ` F EAST AVENUE - - w I a &ROUND COYER: \ G�9�ti DATE CGGI RCE 1249b3" r -- -` No. LA 28 \ PLM CAPED BY: FESTUCA OVINA 'GLAUCA' BLUE FESCUE FROM 1 GAL. a 12' O.C. ?49 S.F. Exp. 03 PSA SF,GURA/DEUTSCHMAN slg3 ' ASSOCIATES, Inc. ,. Base MAWNOHEETOF CP�� LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PLANNING NTS __ — _ i , VINE: P.A L-4 of 9 565 W. LAMBERT RD. SUITE F BREA. CA 92021 714/529-1211 -- V-1 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY it 5 GALLON I5O.C. CHErM) PLA No Dmwm Na Tis cAW MAR. 20, 2002 ME No 01318 I� g- L PRO.ECT SWEET NO. _OF PLANTI N6 NOTES G I TY PRESSURE CALCULATION 1. CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE CONDITIONS 8. WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS OR PUBLIC WATER METER M-1 (NEW) SIZE 11/21 WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A CONCRETE HEADER IS ELEVATION (1,326') RESPONSIBLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS HEREON. STATIC PRESSURE 144 PSI AVERAGE LOW- USA REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATION SOURCE OF INFORMATION CARLOS FIMBRES, CCWD Cl CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE PHONE NUMBER 909-981-2591 2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, CITY. DATE OF INFORMATION 9-13-01 PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL H.G.L. MEAN ELEVATION 1642 (REQUIRED IF STATIC PRESSURE U4t:N0WN) 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST RECOMMENDATIONS WATER METER ELEV. (-) 1,326 11/2' PIPES, STRUCTURES, ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR THE (SEE SPECIFICATIONS). ROTOTIL THE REQUIRED SOIL AMENDMENTS 6' INTO THE SOIL AT THE ELEV. OF HIGHEST HEAD 1,334 8x(0.433) 144 PSI REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID UNDERGO,lND REQUIRED RATES PER 1000 SQ. FT. FACILITIES. REMOTE CONTROL VALVE 3 SIZE 1' 4 CY. NITROGEN STABILIZED SAWDUST 6 MAXIMUM DEMAND 188 G.P.M. 4. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE 120 156 GYPSUM L-4 ELEVATION OF HIGHEST HEAD 1,334' INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE 125 IBS GRO-POWER PLUS BEEN ESTABLISHED, THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PREPARED PRESSURE AT R.C.V. 54 PSI AS SPECIFIED, AND THE WORK APPROVED BY THE CITY. I1. LANDSCAPE AREAS SHALL RECEIVE 4' LAYER OF WOOD CHIP CITRUS MULCH UNDER ALL TREES AND SHRUBS, AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY QTY, SIZE ITEM PSI LOSS 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE STANDARDS AND DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE 1 1 1/2' WATER METER 0.1 ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE MULCH. CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO I 1' R P. BACKFLOW DEVICE 12 SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. PURCHASE AND PLACEMENT. SHREDDED MULCH IS AVAILABLE FROM: 1 1' FLOW METER 003 1 1' MASTER CONTROL VALVE 2.435 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED EATHUX)WS 5 1 1' PRESS' REG' (FALL OFF) 5 LANDSCAPEml IF AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE NORCO, CAL . j1/a' MAINLINE SGH. 40 3.94 L-4 - - MAINLINE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR REPLACEMENT ITEMS SHALL BE (909) 538-3321 1 1' REMOTE CONTROL VALVE ASSEMBLY 563 EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE 28' 1/2' LATERAL LINE LOSS GLS. 315 1161 CITY. 12. XERISCAPE REFECE SYMBOL 613/4' LATERAL LINE LOSS SCH, 40 PVC 035 10' 1' LATERAL LINE LOSS SC-44. 40 PVC 0.20 1. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL REPRESENTS XERISCAPE REFERENCE 5' 1 1/4' LATERAL LINE LOSS SCH. 40 PVC 0.1 QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED NUMBER SEE SHEET L-4 - - FITTINGS LOSS (100) 3.2 PLANT SPACING REQUIRED. - - ELEVATION CHANGE (-) LOSS (6x0.433) 3.464 TOTAL SYSTEM LOSSES: 32.19 PRESSURE TO OPERATE HEAD: 30 TOTAL PRESSURE REQUIRED: 62.16 LOWEST STATIC PRESSURE AVAILABLE: (1296 - 10%) = 116164 IRRIGATION NOTES: FOR CITY MAINTANED AREAS 3 PRE-SET REGULATED PRESSURE (IF REQUIREDh 11.16 L-3 L-3 RESIDUAL WATER PRESSURE: 15 1. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S 9. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.) INTERFERE CITY REQUIRED RESIDUAL WATER PRESSURE: 15 - 20 REPRESENTATIVE AND THE CONTRACTOR REGARDING GENERAL REQUIREMENTS OF THIS WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, WORK THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS At THE SITE TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST PRIOR TO COMMENCEMENT OF ANY WORK ALL DISCREPANCIES SHALL BE REPORTED FOR TO THE CITY. DIRECTION IMMEDIATELY TO THE CITY. 10, INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE 3. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDE SROUND UTILITIES, FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING, REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND ±121--- FACILITIES. 12'FACILITIES. 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) APPLIED FOR 8 HOURS A NIGHT/5 DAYS 4. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 AM. ONLY ONE VALVE PER CONTROLLER 0 aid ` * CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE SHALL OPERATE AT A TIME. - INSTALLATION OF A NEW WATER METER CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT •d � ' OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE I � •, o meg 5. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR .e"d tl . � v �<6 PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY A BACKFLOW PREVENTER DEVICE , TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF ��� ¢' a • `d FOLLOWED BY A PUMP (IF REQUIRED), FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER THE CITY, d��,� y13o�o0 VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT P1 PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURES RECOMMENDATIONS AND LOCAL CODES. ACTUAL LOCATION 13. AUTOMATIC CONTROLLER TO BE A CALSENSE ET-2000-8-LR (8 STATIONS) - OR (DIGITAL 17 OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. RADIO) W/TP-1, TP-110 W/ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB) 2455/120 VOLT CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP 6. BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) SBBC OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE. 6' MASONRY PROPERTY 249SA20 ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET AND SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITY?S ACCEPTANCE. ACTUAL LOCATION OF LINE WALL - TYPICAL 10' EXCAVATION SCREENED WITH SHRUBS WHENEVER POSSIBLE THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. AREA 1. THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER ELECTRICAL POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE SIDEWALK, UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. DEVELOPER /'< 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM 15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR t0 FINISH GRADE OF THE AREA TO BE �' \ • iiy� ' �\i i OAKCREST COURT COVERAGE WITH MINIMAL OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 5' CITY AND INCLUDE THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN SIDEWALK BROOKFIELD DRIVE (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1/4' ABOVE FINISHED GRADE. EXCAVATION AREA REPRESENTS XERISCAPE REFERENCE NUMBER, l FOR COBBLE SHEET REFERENCE NUMBER TYPICAL FARKVqAY - SECTION "ell SCALE: 1/4" = 1"-0" I NDS 4' ATRIUM POLYETHYLENE GRATE WITW U.V. INHIBITOR OR EQ. MM 2% SLOPE MIN 2% SLOPE -- - -- - _ COMPACTED SOIL DRAINLINE RISER (LENGTH AS REQUIRED) NDS EPEE-D BASIN OR EQ DESCFW I OF FEVO1 DATE W w CITY OF RANCHO CUCAMONGA - DINE PER PLAN NOTES and CALCULATIONS TRACT NO. 16021 LANDSCAPE AND IRRIGATION \_p,4DSCgpF EAST AVENUE J S£cG�Oy rENG D BY: DATE RCE '24958 4" ATRIUM 6RATE No. L 3 PLAN PP PAPEn BY.SCALE: NT3 Exp. 9 30� 3 SEGURA/DEUTSCHMAN ASSOCIATES, Inc. L MW - BFFFr OF CNO PJD LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PUNNING L-5 of 361 W. LAMBERT RD. SUITE F 9REA. CA 92821 714/329-1291 CWCKM RAA NOMAWIdC� "Q Tis DATE MAR. 20, 2002 FLE NO 013 1 PROJECT 3FEET NO. 12- OF PLASTIC VALVE BOX d COVER STR)C )PIF OR ETCHED%)C'(CARSON OR E01UA4 HARDSCAPM �--I.4ARDSCAPit��CSEE NOTE 4) AT GRADE IN LAYM AREAS Ir // L I�OIND PLASTIC VALVE BOX 4 ,3'ABOVE GRADE IN SHRUB MtM }�+ i. •AX- ,�., AT GRADE IN LAWN AREAS COVER ETCHED 'IRRIGATION GATE' AND�UNDCOVER AREAS 16'M s,� i' 3' M PLANT BEDS (CAIlaON OR fQl1AL) PLASTIC VALVE BOX (CARSON OR EPDXY FILLED SCOTCH EQUALJ WITH PLASTIC INTECsRATED - RNISH GRADE LOCK WATERPROOF COI"11'10N AND CONTROL WIRES I _-_- LOCKING LID. PLACE AT GRADE IN FINISH GRADE 0 TURF AREAS AND 3' ABOVE IN CONNECTOR OR EQUAL W/24 COIL OF EXTRA WIRE PLASTIC VALvE BOX Fid I F PLANT BED, AND EPDXY FILLED WATER MARKED "v' •�•�• •,4 •• •, I I - --; - PIG TAIL EXPANSION e • • • I-� I I-) I I- i LOOP (MIN24' LONG) I_ I S I--I �I I-111= PROOF CONNECTORS PER SPECS. !I I BALL VALVE- I vl'OR SMALLeR unTH WHITE 33 ONF ( I I 1 III III -1 I STA04LM STEEL HANDLE - �� BLUE AXATEMOROOF ALL COUPLING VALVE � - CLEAN BAC�ILL - SEE 1 L! I�l�illedT 160E - z'OR LAS"�I I�i(IT WIRE CONNECTIONS Nc 7 FGPURPLERLIB" I I I SPECS. FOR MATERIAL. -111-1 GATE VALVE �'oPERATMG NUT -i x x 1 -I IRRIGATION CONTROLLER __ _ Wt COMPACTION REQUIRED -- EPDXY COATED f I !I' RED �` _. VALVE BOX PER SPECS. n STAINLM STEEL -� I I I I- _! 45 PVC ELL TO PROPER SCREW CAMP 1=1 I PROVIDE b' MIN OF SAND L�- v�� BLACK PIG TAIL EXPANSI DEPTH - RE1=ER TO SPECES. MINIMUM (3) PLACES BEDDING AND SHADDING ' = I I !r=1 LOOP (MIN24' LONG) 3A WASHEO I I1 I I 11' i opo° o 0 0 D•. °d 3/4' CRUSHED GRAVEL 10 AGCaREGATE BASE ' `' _ ,-III I 1=1 I �J�� (CFAPSHED 3' f� I-'I{L�! OF 14 � �0 0 0 o a g r�J SUMP - 2 CU. FT. ► I I-1 2 X 4 X 12 0 s 0 D ., o d a s .• . • -III I . III- i I WIRES •�'••• • •� •'•�'�••• I-) I I _ CONTROL WIRE SLEEVE - REDWOOD BLOCK PVC MAINLINE '•• a• a '• - SIZE PER PLAN INSTALL MASTER SCH 40 BRASS NIPPLE III-I III ADJACENT TO PRESSURE VALVE PVC MAINLINE MALE ADAPTER (2) \ "� 1=1 I I I I I SUPPLY LINE :o.bePT�;I, ow SCH. Nr0 UNION 24'LONG BFiA.SS NIPPLE- I _ - -- - I I-I I - -- - PRESSURE SUPPLY LIME �_� I- FLOW METER REMOTE MASTER j III-1 I-I-I -I I - - SLEEVE - SIZE TWICE � �=i I( a b o i I�I DIAMETERASAME CONTROL VALVE 11, 1I III 1=1 ( 1- DIAMETER SUPPLY O PRESSURE :d:p'�P +o o d;ao.o 411 II METER SIZE NOTE: 6' TYP. ! i a' p: -1 - i- DIAMETER SAME SIZE I. MANUALLY COMPACT ALL SOIL AROUND BOX BEFORE JETTING TRENCH. NON-P�gg LATERAL. !-I 1 ==1 TI-' - I =i AS FLOW METER SIZE 2. INSTALL CONTROL VALVE AT A MINIMUM OF 12' FROM STRUCTURES LINE SLEEVE - SIZE TWICE OR HARDSCAPE. SCH SO PVC 90• SCH 40 BRASS 909 ELL DIAMETER OF NON-PRESSWA OR£ 3/4• A6I IED CIaJd<RD MINIMUM DISTANCE DOWNSTREAM OF 3. INSTALL VALVES IN PLANTING BEDS NEAR WALKS U1HEN POSSIBLE. STREET ELL LATERAL LINE NOTES, AcGATE BASE UNINTERRUPTED PIPE (5X DIAMETER 4. TAPE CONTROL WIRES PER SPECS. PRESSURE SUPPLY SCH 40 BRASS 909 1.PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX OF FLOW METER SIZE) UNE RMN0 STREET ELL NOTES: Z. MMTALL CONTROL VALVES A MMU OF 11'FROM STRQUCTURES OR HARDSCAPMG. MMII"UM DISTANCE UPSTREAM OF NOTE; I. ALL SLEEVES TO BE SCH 40 PVC. 3. NSTALL VALVES IN PLANT BEDS W EVER P066115LE NEXT To 61DEwALK3. LININTERRUPTED PIPE (10X DIAMETER PRESSURS SIIiPPLY UNE #4 REBAR STAKE 2. EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 4.PLACE VALVE Box AT R1G14T ANGLES TO STRUCTURES � OR FU6CMG APOF FLOW METER SIZE) THE S.PACsWW"TE PRIOR TO M9TALLATION OF00>r- 05, X 65, SHEET L-5 VALVE BO GO TRACTOR SHALL ALSO REFER TO THE FLOW 51:N�IR DETAIL (24'LONG) LACE 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. ME `.ATTACH METAL VALVE W7ENTIFICATION TAG WJITH APPROPRIATE PROPATE CONTROLLER AND 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY VALVE NUMBER NOTE: STD. NO. 120 (24' MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STRUCTURAL SECTION). N75 N75 N75 N75 N75 MASTER CONTROL \/AL\/E QUICK COUPL I NC SAL\/E 3 5LEEV 1 NC 4 C ATE 1/AL\/E 5 PLON 5EN50R TO SPRINKLER - ANGLE PIPE TO ppm } gpp d2 SPECIFIED DEPTH WITH 45• ELLS BAQCFLOW PREVENTER 4' MULCH AREA 1/41I- ,4BO�vE FINISH BADE Y SET TO NG: B Q� SCH 40 PVC MALE ADAPTOR NOTE. INSTALL WITHIN A STROOX �MBLY Q SCH 80 PVC UNION 'SNAP-TITS' WATERPROOF ALUMINUM ENCLOSURE 615BC-45--AL NIPPLE - TYPICAL - - - Q BRASS OR PVC NIPPLE CONNECTORS OR EQUAL (4)PLACES FINISH GRADE ELECTRIC CONTROL vALVE PRE-CAST CONC. PILASTER CAP 'CLASSIC PEAKED' PLASTIC VALVE Box MARKED 'IRRIGATION WCV 24' SQUARE IAN COLOR BY STEPSTONE INC, OR _� =_= I I = I (CAR° OR EQUAL) I ( APPRvED EQUAL 310-321-1414 - I I I- ETCHED WITH CONTROLL.M NIPPLE _I-1 I-1 I E �` AND �AL�E sEQ N III=III= I I=1 I TAPER MULCH AWAY w r I-) III 6'MIN I i' THt« X 1?' WIDE III II I IM I i III= fE I- FROM "�� _) I I GLEAN BACKFILL - SEE Q FISH GRADE FFeE �reE - CONCRETE PAD (LENGTH VARIES REGULATOR FOR MATERIAL. LOT SIDE- -� -UDM SIDE III- I-III = . . RA.SS WYE STRAINER PER SIZE�'1ANUFAGTORER) W% COMPACTION REQUIRED -III- I III NATE: p - _ _ SLOPE TO DRAIN AT MINIMUM 1Tii 1 I F I 1=III 1. LOCATE HEAD 2' TO b' FROM WALKS, ~ EI E I I- �' T(I I r=T- �I SIDEWALK �gSOR 0 I MONEL SCREEN S E ?% _) I I 11-111l 11STRIPS, HAf;VSC-APWs, MOW 4L_ EDCsEB OF LALK I - SCH-�Ssul E PPEE IN LINE: F , •� REQUITED WHERE UNION FINISH GRADE 1/1 Ii I_ EEVE E C44 _ , D D . b. D D REQUIRED DFOR 2. USE TEFLON TAPE ON ALL MALE I 3' PICS TAIL EXPANSION THREADS. PRESSURE SUPPLY LINE: - LOOP (MIN24' LONG) =I > - ° i-� I - PONNATURAL ROCK GOBBLE CONCRETE VENEER - THE GOBBLE SHALL 3. INSTALL DADS WITH INTERNAL = = SGN N. 40/C:L. 315 SNAKE FLOW - BRASS ANGLE i _ I I - I -=1 I tPPLE - TYPICAL BE APPROVED BY THE OWNER CHECK VALVE AND PRESSURE -I III- PIPE IN TRENCH r 1 VALVE WANION - I I (_I -11 I=1 III- COMPENSATING FEATURE AS 3 l2J PLACES PRIOR TO INSTALLATION. I-III I= I � 1 3/4' WASHED =1 I � WATER SOURCE -III � I- � 1 PER THE IRRIGATION PLAN. ROL WIRES - BUNDLE Z CRUSHED AGGREGATE X I =I SCH 40 PVC MALE 1 CONT 4. HEAD CONNECTION AT BOTTOM - " -' AND TAPE AT 15' O:C. AND - B� - a ap ADAPTOR 4 REBAR-COLUMN ,a: P �a:w;P y ! 90x COMPACTION - • TREQUIR=D s• - TIES B 24' O.C. INLET ONLY. _ I -�- � INSTALL ADJACENT TO - Ir°' � •bSGH 8m PVC NIPPLE � I I II •• I ( I ° III PRESSURE SUPPLY LINE i I I.-11I-T1-1 - -I CONTROL 4 COMMON WIRES �_ -T PROVIDE b' MIN OF SAND - -P TO METER i ••; I 1 1- I � •�4 SCH 4m PVC b' , 1 -I ---- -- - -- - - .:' I I� LINE TO SYSTEMS 16X8X16 PRECISION BEDDING AND SHADDING I COLUMN BLOCK - FILL ARL 90• ETRE TELL 90• STRI=ET ELL ___.- -- -PRESSURE MARLEX W. STREET ELL LATERAL FITTING CONCRETE TW"T BLOCK ELBOW I CELLS SOLID ON-PRESSURE LATERAL LME SC,H SO PVC NIPPLE BRASS NIPPLE PER CZ:WD STANDARDS TYPICAL (4)PLACES TYPICAL (2)PLACES NOTE' SCH 40 PVC SXSXT RIGID PIPE AND RELATED FITTINGS SHALL BE PER I. PIGTAIL AND LOOP CONTROL WIRE AT 90• C14ANGE8 IN DIRECTION. PRESSURE SUPPLY LINE CUCAMONGA COUNTY WATER DISTRICT STANDARDS, ANTI-DRAM VALVE AS REQUIRED 2, PRESSURE SUPPLY LME: 2 I/2' AND SMALLER 18' MIN. DEPTH CONTRACTOR SHALL VERIFY WITH CCWp PRIOR TO , •� � , : CONSTRUCTION. 3 AND LARISER 24 MIN. DEPTH 1. INSTALL CONTROL VALVES A MINIMUM OF 12FROM STRUCTURES OR HARDSCAPMCs. ' W9. COMPACTED NOTES: NOTES 2. INSTALL VALVES M PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 1.INSTALL PER LOCAL CODES. SUBGRADE 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. ?.EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24' FROM ANY 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. STRUCTURES OR HARDSCAPING. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND 3UIHEN UNIT IS NEXT TO A STRUCTURE CIE. WALL, BUILDNG, ETC.) NT5 NT5 VALVE NUMBER N75 MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 30' gQ CONCRETE FOOTING: 40RIENT UNIT PARALLEL TO STREET, 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 6 12 " POP-UP 5HRZ SPRAY I TRENCH INC 8 REMOTE CONTROL YALYE 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. 'T. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOXU PREVENTER WHEN MAINLINE IS 3' OR LAR3E . NOTE: NO PART OF THE PILASTER OR FOOTING CAN ENCROACH INTO THE L.M.D EASEMENT NOTES: STAND ALONE CONTROLLER WITH ANTENNA 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCALNT5 CODES. LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR CALSENSE CONTROLLDITIONER OF TYPICAL PRIOR TO CONSTRUCTION. OIJTROLLER MSTALLTICN �� F;M NCE ONLY) ANT 1 ANTENNA PORT VALVESREDUCED PRE-55M BACKFLOW PRESENTER 10 DECORATI\/E PI LA5TER EPDXY FILLED LOCATED 2. CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESICxN OUTSIDE OF BOX. SEQUENCE OF REMOTE CONTROL VALVES. INSTALLATION/LOCATION COAXIAL CABLE PER CITY AND CALSENSE tt. tt' t 3. RUN ONE EXTRA WIRE (COLOR: ORANGE) TO FARTHEST RCv ON EACH REPRESENTATIVE. c BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE CALSENSE CONTROLLER E. � MODEL NO. PER PLANS INSTALL CALSENSE ttk Ntktkkkk k 4. COMMON WIRE TO BE WHITE AND CONTROL WIRE TO BE RED IN COLOR TF-110 5. NO SPLICES SHALL BE IN THE CONTROL WIRES MADE BETWEEN 120 VOLT DUPLEX CALSENSE HARNESS CONTROLLER AND REMOTE CONTROL VALVES, UNLESS DIRECTED - COMMON WIRE DESC RPTION OF RFv"M DATEorry OUTLET (GFCD TO DO SO BY THE CITY INSPECTOR APPROVM, 6. ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO o CONTROL WIRES CITY OF RANCHO CUCAMONGA RESET (0TR2) AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE. ICALSENSE I IRRIGATION DETAILS INSTALL CONDULE I 1. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE. W/ DEEP WP J-BOX - PRESSURE RE WATER FLOW M TRACT NO. 16021 GULATOR FIELD WIRES M WATER METER LANDSCAPE AND IRRIGATION MASTER FL BACK-FLOW �,NNDSCgpF EAST AVENUE CALSENSE TP-1 TRANSIENT VALVE SENSOR 4 PREVENTER P�Q S i. S APPROVED BY: DATE: �0 � �� � �Q` FC "SPO PROTECTION BOARD 4 �, G� ti 9 /- Q - � CRY _ RCE _4953 ENCLOSURE MOUNT 0 � No. I LA 3 DE PNM PEPARM BY' Exp. 30/ 3 P JD SEG URAIDE UTSCHMAN Jj� .� ' ASSOCIATES, Inc. L 75 OF Ol! DRAVVN LANDSO PE ARCHITECTURE URBAN DESIGN LAND PLANNING NlFFFT P,JD --- L-B of 8 363 W. LAMBERT RD. SUITE F BREA• CA 02611 714/320-1201 CONTROLLER A55EMBLY 12 CONTROLLER IN57ALLA71ON S RLA NO DRA NO. Tis DATE MAR. 20, 2002 FLE NO 01311`0 PROJECT SHEET NO. ��j OF R STORM DRAiNMNDEIer UND UTILITIES t 25'-6' - REFER TO CiVIL ENG'S PLANS I � PERIMETER MA CNRY BLOCK WALL RiVER ROCK COBBLE TO BE SELECTED FROM A T16HTLY COMPACTED 3' BERM TO FORM PER THE CML ENGINEER'S PLANS. O LOCA PERIMETER SIZE 4 CIUALITY TO COBBLE T ATCH "s, a a�"' z - 4& - MiN I 1 / DEPRESSED WATERING BASIN. - 1 TOP OF ROOTBALL TO / 4" WOOD CHIP MULCH. r4'# ATRIUM DRAM TO DE NDS APPROVED BY CITY INSPECTOR 24' TALL MAX. COBBLE STONE SIDEWALK UTILI i.� "Z'r RETAINING / GARDEN WALL I I POLE 81. FINISH GRADE PRODUCTS MODEL NO. 15 2 BY ANGELUS BLOCK OR EQUAL EXTEND 2" ABOVE bX8X16 PRECISION CONC. BLOCK - COLOR a a REi=ER TO DETAIL 04 61 1 o i I ly-O■ I• as,Zv� a a a F- O CONTRACTOR TO INSTALL MASONRY CLIPS a�*++ CURB AND CsUTTE METER r. \ PER MANLFACTURER'S RECOMMENDATIONS. raILI �b `�.s a a a a a.a MIN. MIN 04 VERT. BAR • 32' O.C. �v Baa •e - 20 =I I;=1 =i I III=1 i-i I-I SLOPE TO DRAIN n �, 3 GROUT -ILL ALL CELLS SOLID � R - - - - - - - - - - - - - � -„ �1=1�1 III=ISI=III= ,<.�. £ ,/,� � 4 0 - - - SIDEWALK C0 \ 4 - 014 WORM BAR CONT. M A DRIVE S.L. _� \\4\ \ cl.� 111 I ROOT BALL I 1 EI 111�III- 12 \ / / 5 ® WALL AS SHOWN 10' EXCAVATION - Q I- \ / 1 -T CONC. SIDEWALK i-_=-=_ I __ - / 11 AREA CURB AND GUT TE PLANT PIT TO BE (2) TiMES 1T 5' S' =1 I I-III-I 1=1 I I-1 11==1 II -III 1=1 I I WIDTH OF THE ROOT BALL. '� i_I-I 11=1 I I-III--i 11=1 11=1 11=1 I -I 11- I �� ® ATE FOOTING IN. MIN M N a 9 $ 25m0 P S.I. • 28 DAYS. -I 11=1 I I-III-III-III- - I I �I I I-I III 1 CATGNE B NT' FOR' RMMER VAULT. I I-I I l=1 11=1 11-I I I-I 11=1 I I I = '/ I $ $ O 2 - 04 WORM BAR CONT. AS NOTES. -III=1 I I-I I I-111-111=1 I I-__-I �- S� M FTG. \ \ //// \ f\ '.tel I I I I I-I I I-III 1 I I I I I-I 1 I 1 1 1 �/ �� i. TREE SPACING SHALL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER •� d _ �_srivij NATIVE BACKFILL WITH NO \ \ O 4' DIA PERFORATED DRAM PiPE WITH 1 CUBIC FT. �\ 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LINEAF.6*14T S \/� 10 OF 34' CRUSHED GRAVEL PER EACH LINEAR FOOT CRITERIA AS APPROVED BY TRAFFIC ENGINEER ROGK5 GREATER THAN S" \ \\\ RAISED PLANTING CITY EAST DIAMETER. U i /�/.� �•/i/• g OF DRAM LME, CONTRACTOR TO WRAP WiTH DRAM AREA SIDEWALK AVENUE 3. AT ALL LOCAL RESIDENTIAL/LOGAL RESIDENTIAL INTERSEGTIONB PLACE Int 3' FABRIC. CONNECT TO CURB OUTLET PER THE CITY L v PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECRCL UNDISTURBED NATIVE SOIL. R 10�n INSPECTOR 4. MAINTAIN 5 FEET FROM CENTER OF TREE TO EDGE OF ALL UNDEWSROUND REFER TO THE11 �i' EXPANSION JOINT EXCAVATION AREA FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY CIVIL END'S PLANS OWNED WATER 4 SELLER LATERAL LINES. NOTES: FOR GOBBLE 5. TREE$ SHALL NOT BE LOCATED ON PROPERTY LINES. I. UNTANGLE MATTED ROOTS BY L005ENIN6 ALL ROOTS AT EDGE NOTE: POUR GONG. AGAINST FIRM 12 MAR-FLEX WATERPROOFING PRODUCTS (800-498-1MEMBRANE. SUPER 411) ��E BY n c 1"-0" OF ROOT BALL. DO NOT CRACK ROOT BALL. UNDISTURBED SOiL OR SCALE 1�4 I '� b. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE PROPERLY RECOi`1PAGTEO FiLL ENGINEERING DIVISION PER STRUCTURAL SOILS 1. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITYNTS �TC, REPORT. STANDARD PLANS. ted/ SECTION A 2 TREE PLACEMENT 3 CONTAINER FLANTI NC 4 &ARi:)EN NALL with ROCK C05BLE VENEER NOTES: 1. REMOVE R)R.SERY STAKES NONE 2%M R.O.W. FLAT SIDE UP 2. STAKES TO BE PLUMB AND C PCC MOW CURB CAKI PARALLEL. PER CiTY STD,534 MORTAR TOMMORTARENT E SIDEWALK CONCRETE REQUIREME=NT TO PREVAILING WIND. COBBLESTONE ` i'1EAOER O HALF OF 5PAGIN6 5. STAKE TREE PERPENDICULAR ��•.1• LIMIT OF PLANTER AREA /"-- MORTAA EVEN 13'WIN CLIAB ' WlCURB �' - "• +" AND WALK yr E GONGRETE HEADER - 1/2" RADIUS v� T iAINIkAUM CONCRE'Tf BED EXP ED6E5 AND FINISH PER PLAN J n ! UNDERNEATH COUBL.ESTONE I" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE v \ 5 2" IN PLANT BEDGR0551N65) 24' �F.2 IBOtlLt>EF (LOCATE PER PINI► �� DEPTH AT 6' OR 6" 511 w OR CURB 000-ESTOi E OF COBBLE NOTE 2 FINISH GRADE TOP TiE TO Be PLAG® AS s v LOW A5 POSSIBLE ON THE 00.eQ TF'f�EXIINTGOOFTTH15 Oi%ITREE WgLj� TOP OF STAKES DELOW J2'MIMMl1M I- I a °11 .-) -) I I-) NOT 50 LOW AS TO LOSE HEAD OF TREE WHERE CONCRETE BED SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMIT'S. ( �p THE HEAD TO DR41' MAIN TRUNK OF SPACED 24' 1. 611.APART AR NTH 6ALLVANIED CASEMAX MORTARED STONE SVJAI F Q EQUAL ' ' ' >i I I- 83 RE-BAR GONTTNUOUS � SCREWS TO 8' LODGE POLES. 21�OEPiFi 2" DIA. LODGE POLE PiNE STAKES -III-III-III- 0ILES5 OTHMH15E IN5TRUC.TED) 12" MAX. WITH WOOD PRE'SEFRVATIVE STAIN, �o DRIVE A MINIMUM OF 6" INTO :f-z NOTE: UNDISTURBED SOIL AND POSITION ••' . COBBLESTONE ;'OONCRETE BED WCON CURB I. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL ARBOR GUARD IN TUSTAKES OUTSIDE ROOT BALL.RF AREAS AND 13 BAP 5PAGIN6 (TRIAN6ULAR) UNLESS OTHERI^t15E INDICATED ON NOTES: FRONT YARDS. BENEATH COBBLE PLAN5: SEE LEGEND FOR 5PAGIN6 REQUIREMEN75. I. PROVIDE SCORE JOINTS AT 10'-0" O.G. AND 5/6" EXPANSION TOP OF ROOTBALL TO EXTEND 2" 2. WHERE PLANTED ADJACENT TO WALLS, WALKS, CURBS OR JOINTS AT 20'-0" O.G. 6(3t1TT1:laA SEE AM DETAILBOVE FINISH 6RADE. f4R ENO CONDITION CURB 2. " WIDE CONCRETE HEADER BETPEEN CITY-MAINTAINED TURF AND TIGHTLY COMPACTED 5* BERM TO FORM Lr ?MIN IIrMM RAO G SIMILAR LIMITATIONS, ALL SHRUBS AND ROUND COVER 6ROUiVD DOVER AREAS AND BETMEEN CITY-MAINTAINED TURF AND WASI TERIN6 BAN FOR RESIDENTIAL AND � •' -SHALL BE PLANTED AT ONE-HALF THE DE516NAT'ED 5PAGIN6 GROUND COVER INSTALLATIONS. LOCATE PRIVATELY-MAINTAINED AREAS. OUTSIDE OF PLANT PiT. BERMS IN TURF �: �. � �; . . �� -� i . . ••�, FROM SUCH LIMITS. SEE LEGEND FOR 5PAGIN6 REQUIREMENTS. 3, CONCRETE To BE 520-G-2500 MIN. AREAS TO BE REMOVED PRIOR TO CITY K.GEPTANGE. �, } ` 5. 5PAGIN6 REOUIREMENT5 SHALL 60VERN THE FINAL QUANTITIE5 OF PLANT MATERIALS. PLANT QUANTITIES8'PCC MOW CURB PEA PA INDICATED ON THE ---- CITY STD 534 , _ LEGEND ARE ESTIMATES ONLY. -_ I --=I ' -11f-11111 \ / 11111__jjT MIN.14'kW,RAO, ' :': .':' : "� °� '' : ;:• � . NOTES: SIDEWkX KmvwAPE HE \ I I. CONCRETE GLASS 520-0-2500. ROOT 19ALL NATIVE BACKFILL WITH NO 2. ROCK 512:E8, UNLESS OTHERWISE SPECIFIED, SHALL Be: JOIN ATRKMAWLES SLURS/C ROUNi� GOER 5FAC IN C 6 CONCRETE MON GURU _ I I ROCKS TREATER THAN 3• VIA. BOBB EST MAX. 3'0" _ MIN. 2'O,. \ GOBBLESTON>:5: MAX. 18" - MIN. b" WITH ONE FLAT SIDE I(- ill- 1 i� I I S. BOULDERS SHALL HAVE 1/3 EMBEDMENT, GOBBLES SHALL HAVE 2/5 EMBEDMENT III CITY OF RANCHO CUCAMONGA PLANTING AND IRRIGATION SPECIFICATIONS 3. The chart shall show the area controlled by the automatic controller and shall be the maxinf>rn 5. PVC solvent-weld fittings shall be Schedule 40, II-1 NSF approved conforming to ASTM test S. All ikon shall be nae with Scotch-Lok�5 ib Gomactor Saai Packs,Rc�rbk-d Tile SPRINKLER IRRIGATION SPEGIFIGATIOA5 size which the controller door will allow. splices h9 SnoP' G. coordinate Instalietton of sprinkler materials Wive g pipe,so there shall be no Interference with utinties procedure D2466. wire connectors.,or approved equal. Make only one splice with each connector sealing pack. or other construction or OF" In planting trees,shrubs,and ground covers. PART I -6ENERAL 4. The chart Is to be a reduced drowig of the actual "tolled system. However,In the event the 1.01 DESCRIPTION controller sequence Is not legible when the drowing Is reduced,R shall be enlarged to a size that b. Solvent cement and primer for PVC solvent-weld pipe abd fltthgs shall be of type and hstatiatlort b. field splices between the automatic controller and electric control valves will not be allowed D. The Contractor shalt corefu►ly check all grades to satisfy hhnsetf that he may safely proceed before starting Hill be readable when reduced. methods proscribed by the manufacturer. without ion oval of the of Rancho Gucam work on the IrrIgotion system. A. Scope of Work: Provide all iebor,materiels,transportation,and services necessary to Pip,W, and Install Pr aPP'" �'�! o^9a• the Irigotlon System as shown on the Drawings and descrbod herein. 5. The chart shall be a black the or blualhe ozand print and a dMferent 3.02 PREPARATION 1. All PVC,pipe must bear the following markigs: K Automatic Controller: B. Standards: All work and materials shalll1y with governing codes,safety orders,standarIndicate ds,and Inate the area of coverage for each station. A. Physical layout, regulations,and meat the minimum require, of the Stomda=d SpecNkchtlons For Public Works a. Monufochroohs name 1. Automatic (s)controtlershall be of size and type shown on the Draw". I. Prior to Installation,the Contractor shout all size stake all pressure supply lines,routing end Gonstructlon (Green Boob blest edition. 6. When completed and approved,the Chiari shall be hermetically sealed between two pieces of ID2 GVAL17Y ASSURANCE ! REGUIREMENT5 plastic,each piece being a minimum 20 mils. b. Nominal pix size location of sprinkler heads. A. Permits end Fees: The Contractor shall obtain and pay for any and all permits and all observations as cyo . Schedule or class 2. Final location of automatic conbroller(s)shall be approved by the GRy of Rancho Gucamrxga. 2. All layout shall be approved by the fifty of Rancho Cucamonga prior to installation. required 1. These charts shall be completed and approved prior to the fiat field observation of the Irrigation d. Pressure rating In P.S.I. 3. Unless otherwise noted on the Drawings,the 120 volt electrical power to each automatic controller S. Water Supply: B. Manufacturer's Directions: MmOochrer's directions and detolled drawings shall be followed In all cases stem. e. NSF(National Sanitation Foundation)approval location Is to be furnNshed by others. The final electrical hook-up shall be the resporolbllity of the where the manufacturers of articles used In Oils Contract furnish directions covering points not shown In D. Operation and Maintenance Manuals: Contractor.f. Date of extrusion I. The Irrlgetlon system shall be connected to water supply point(s)of connection as Indicated on the the Draw" and Specifications. Prow". Ordinances and Reguloatlons: All local,"clod and state laws,aid rules and regulations governing or I. /repo re and cWhror to the CIly of Rancho Cucamonga within ten calendar days prior to b. All fittings shall bear the monufactu-erb name or b cidemhork material destgnatton,size,applicable L. Electric Control Valves: 2. Connections shall be made at the approximate locationshow s)shoan the Drawings. The Contractor G. b ibis for minor caused actual she conditions. ralati to ion of this work are her Inc atcd into and made a of these Ifkatios, completion of construction,two herd-cover,three ring binders containing the following I.P.S. schedule and NSF seal of approval. responsible changes by n9 any P� �/ °f Por P� � Information: I. All electric control valves shall be the sarr�size and lyes shor�h on the Drawings. and their provisions shall be carried out by the Contractor. Mythkng contained h these Speciilcatlons shall G. Electrical Supply: G. PVC,Non-PreswLine Piping:e Lateral Line not be construed to conflict with any of the above rules, regulations,or requirements of the same. 2. All electric control valves shall have a manual flow ad However,when theca eclflcations and Dray call for or dcscrbo materials, or a. Index sheat which states Contractor's name,address,and telephone num ���" I. Electrical connections for and all automatic controllers shall be made of electrical int(s) of workman", lists each Installed and material Item Inc names and addresses of I. Non-pressure burled lateral tine piptng shall be we Schedule 40 with solvent-weld Joints when °At! Po construction of a better it hi standard,or lar size than Is re ulred the above rules and iPm 9 planting 3. Provide and Install one control valve box for each electric control volve. connection as Indicated on the Draw � � � � g � rnaaufactures local representatives. Installed In lentil areas. �" b. Gatal and sheets on ev mnateriel and gonrc+rt ►tem Installed under this 2. Connections shall be made at the approximate .oeotbn(s)shown an the Drawings. The Contractor regulations, provisions of these Specifications and Drawings shall take precedence.. r 09 eta! e�' 2. Non-pressu^e lateral the plphg Installed under paved areas shall be PVC,Schedule 40 with M. Control Valve Boxes: Is responsible for minor changes cruse by actual site conditions. D. Explaation of Dray": contract. 3.03 INSTALLATION solvent welded joints. c. 6uaro ntee statement. I. Use 10' x 10-3/4'rand box for oil gate valvesGerson . Industries MIO-t25 with green bolt- 1. Due to the Scale of the Drawings,It is not passible to Indicate all offsets,fitting,sleeves,etc., d. Complete operating ad maintenance Instructions on all major equipment. 3. Pipe shall be made from NSF approved,Type 1,Grade II PVC compourd confornhnig to ASTM down cover or approved equal. Extension sleeve shall be PVC with minimum size of six(6) A. Trenching: which may be required. The Contractor shall carefully Investigate the structural and finished resin specification DI184. All pipe must meet requirememts set forth In Federal Specification P5- mss. conditions affecting all of his work and plan his work accordingly,furnished such fittings,etc.,as 2, In addition to the above mentioned mo tenaue manuals,provide the City's maintenance 22-10 with an appropriate standard dimension ratio. 1. Dig trenches strotght and support pipe continuously on bottom of trench. Lay pipe to an even may be required to meet such conditions. Drawings are generally diagrammatic and IKNcative of personnel with Instruction for major equipment and show evldenae In writing to the Gly of 2. Use 4-1/2' x 16'x II'rectangular box for all electric control valves. Carson Industries s 1414- grade. Trenching excavation shall follow layout Indicated on the Drawings and as noted. the work to be Installed. The work shall be Installed in such a manner as to avoid conflicts Rancho Cucamonga of the conclusion of the project that this service has been rendered. 4. Except as noted In paragraphs 1,2,and 3 of this section(2.015),all requirements for nom- rssure 12B with green bolt-down cover or approved equal. between the Irrkgotion system,planting and architectural features. lateral Ilse and fittings shall be the some as for solvent-weld pressure main tine and 2. Provide for a mhhum of twenty-four(24) Inches cover for all higation Ihes Installed under E. Equipment: to be Furnished: P� � Pr P� 3. Use 6'dlometer x 8-3/4"deep round plastic valve box for ail quick carting valves. Carson paving or her"Ing. 2. All work called for an the Drawings by notes or details such be furnished and hstatted whether or fittings as set forth In section 2.015 of the Specifications. Industries 0t 6OD-12 with green flax-tock cover or approved equal. not specfficaily mentioned In the specifications. I. Supply as a part of this contract the following tools: 0• Brass and Fitt 4. Use 41-117 x 16'x II'rectangular box for all electric control valves installed within 3. Provide for a of twenty-four(24) Inches cover for oil pressure wpply then of tree (3) �� landscaped areas. Garcon Industries•1414-128 with greens bolt-down cover or approvedeguai. h�or larger r In n diameter.ameter. 3. The Contractor shall not willfully Install the irrigation system as shown on the Drawings when It Is, 0. Two(2)set of special tools required for re",dbassembiing ad adjusting each 4. Provide for a minimum of eighteen 118) hdm cover for all pro"" supply twos of two and one obvious In the field that obstructions,grade d►fferaxas,or discrepancies In area dlmansios exist type of sprinkler and valve supplied on this project. I. Hne' Indicated on the Orem",use rod brass screwed pipe conforming to Federal Specification 5. Use 10' x 10-1/4"round box for all quick coupling Yafves Installed wt* on-structure landscaped half (2 1/2') Inches or smaller. that might not have been considered In engineering. Such otstructlons or differe*+cas should be b. Two (2)four400t valve keys for operation of gate valves. sM6N-P-351. areas. Carson Industries No.410-I2B with green bolt-down cover or approved equal. brought to the attention of the tatty of Rancho Cucamonga. In the event this notification is not C. Two (2)keys for each automatic controller. S. R-ovlde for a minimum of twelve 02) Inches for all non-pressure Imes. performed,the Contractor shall assume full responsblltty for any revision necessary. d. one 6)quick coupler key and matching hose swivel for every five(5) or fraction thereof 2. Fitt"shall be red brass conforming to Federal Specffkatlon"+P-460. K 5prhkter Heads: 6. Provide for a minimum cover of eighteen(18) inches for all control wring. 103 SUBMITTALS of each type of quick coupling valve Installed. E. I. All sprinkler heads shaft be of the same she,type,and delfver the same rate of precipitation with 1. Refer to Clty Standard 120 'Trench Repair"when wlthh City streets susceptible to traffic loads. A. Material list! 2. The above mentioned equipment shall be turned over to the fifty at the conclusion of the project. Copper Pipe and Fit"' the diameter(or radius)of throw,pressure,and discharge as shown on the Drawings and/or Before final observation can occur,evldance that the Clty has received material +rust be shown to specified h these speckti provisions, B. Backfilling: I. The Contractor shall furnish the entices,egulpmhent,materials,or processes specified by nano h the O ty of Rancho I. Pipe: Type K,Nord tempered. I. The trenches shall not be bockMIed until ail required tests are performed. Trenches shall be the Drawings and 5pecifkations. No substitution will be allowed without prior written approval 2. Spray heads shall have a screw adjustment. carefully backfilled with the excavated materials approved for backfillhg,consisting of earth, by the Glty of Rancho Cucamonga. 1.04 PRODUCT DELIVERY,STORAGE AND 0ANDLI146 2. Fitt": wrought copper,solder Joint type. loam,sandy clay,sad,or other approved materials,Mee from large clods of earth or stones. S. Riser units shall be fabricated In accordance with the details shown an the drow". Backfill shall be mechanically compacted In landscaped areas to a dry density equal to adjacent 2. Complete moterfat list shall be submitted prior to per-forming any mark Materiel list shall Include A. Handling of PVC,pipe and ffttirgs: The Contractor Is cautioned to exercise core In handling, loading, undisturbed soil in planthg areas. Backfill will conform to adjacent grades without dips,sunken the manufacturer,model number,and description of all moter'ols and aqulpmant to be used. unloading,and staring PVC,pipe and fttthgs. All PVC, pipe shall be transported In a vehicle which allows 3 Joints shall be soldered with silver solder,45%silver, 15%copper,16%zinc,24%cadmium, 4. Roar nipples for all sprinkler heads shall be the some size as the rber opening in the"tor cress,humps or other surface (regularities. Although manufacturer and other Information may be different,the following Is a guide to proper, the length of pipe to Ib flat so as not to subject It to under bending or a concentrated externol load of ay solidus at 1121,and llquidLm at Illi body. submittal format: Point,�with new of pipe that has bean dented or damaged will be discarded,and If Installed,shall be F. 60tevolves:rep5. All sprinkler heads of the some Lupe shall be the same manufacturer. one-half. 2 onealh�, ) m l bac SII will hltlailyth>e h backftlplaced on all hee. No foreicln matter larger than Piping Item No. Description Manufoctrrar Model No. 1.05 5u135TITvnoHS I. San Valves(I 1/2"and smaller) 0. Sleeving: 3. Flooding of trenches will be permitted only with approval a►the City of Rancho Cucamonga. I Backflow Pi-eventer Febco 825-Y-A A. it the Contractor wishes to substitute any equipment or materiels for the equipment or materials listed on a. Ball valves shaft be a 125 b SNP bronze valve with dreaded ends and shall be equipped ! Sleeving under hardscope or paved areas for mthe atn , lateral lines or central Hiring shall be 4. If settlemehipe settlement occurs and subsequent adjustments p ,valves,"for heads,lawn,p 2 Automatic Controller Coisose ETI-24-OR the Draw" and Specificatlors,he may do so by providing the following Information to the Gty of Schedule 40 P.V.G.or approved equal. other construction are necessary,the Contractor shall make all required adjustments without cost 3 Master Valve Superior 3100 RGV Rancho for oval: with a stahlass steal hhandla. 4 M. Etc. M. b. Ball valves shall be Nibco T-5b5-10-66 or approved equal. P. Vandal Resistant Controller Enclosure: to the Uty. C. All Ball valves shall be Installed detail. G. Trenching aid Backfill Under Paving: Irrigation submittal must be specific and complete. All Items must by listed and should Include 1. Provide a statement Whftdhg the reow for making the substitution.Use a seperate sheet of Per solvent,primer,wire,connectors,valve,boxes,etc. No copfeo of manufacturer's literature paper for each Item to be submitted. I. Controller enclosure shall be of size and type shown an the "atlon Drawtnga and Irrigation 1. Trenches located under meas where paving,aspholtlo concrete,or concrete will be Inst 2. Resilient bate Valve (2" and larger) be backfilled with sad(a four(4) Inches below the and six (b) Inches above dna (catalog out's)ere required as submittal Information. 2. Provide descriptive catalog Ilterotvre,performance charts and flow charts for each Item to be Wedge � Detail sheet. � P� Pte) substituted. ad compacted In layers to 45%compaction,using manual or mechanical tamping devices. 3. Equipment or materials Installed or furnished without prior approval of the City of Rancho a. Resilient Wedge 6ote valves shall be epoxy coated and equipped with a 2'operating rut. 2. A backboard shall be secured to the controller enclosure housing to provide a base for mounting Trenches for piping shall be compacted to equal the comnpoction of the existing adjacent Cucamonga may be rejected acl the Contractor may be ragrlred to remove such materials from 3. Provide the amount of cost savings If the substituted iter^is approved. b. Resilient Wedge bate valves shall be No.403 RT-RW as spoiled by Watts or approved the automatic sprinkter controller and terminal strip, undisturbed soil and shall be left in a firm unyielding condttlon. All trenches shall be left flush the site at his own expense. a 1 with the adjoining grade. The Contractor shall set In place,cap and pressure test all piping under B. The Clty of Roryft C ornorga shall have the sob resporeVIIty h accepting or rejecting any submittal 3. A Ill volt duplex box shalt be provided with an On/LW switch,and a IM volt receptacle. Metal paving prior to the povhg work. 4. Approval of any Item,alternative or substitute Indicates only that the product or products Item as an approved equal to the equipment and materials listed on the Drawings and Specifications. c. All Resilient Wedge bate valves shall be Installed per datoll. conduit shall run from the 111 volt supply to the controller housing. All power x"fn the housing apparently matt the requlrments of the Drawings and Specftotions on the basis of the 1A6 SILARhNTgshall be properly phased. 2. 6enerolly,p"under existing walks Is ring cone by Jacking,bo ,or hydraulic driving,but where 6. Buick Coupling Valves: any cutting or breokhg of sidewalks and/or concrete Is necessary,it shall be done and replaced by Information or samples submitted. 4. A terminal strip shall be provided,clearly hdfcathg the proper points of com=tbn of all the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete A. The gua^antee for dna Yrigatlon system shall be made h accordance with the attached form. The 6ernerai I. Quick coupling valves shall have a brass,two-pisco body designed for working pressure of 150 appropriate wi•hg(station valves,masts valve,common,cental control). ity Cucamonga. hydraulic driving perm 5. Manufacturer's warranties shall not refleve the Cortractor of his neon under the Conditions and I C.or&lons of those cificatlons shall be filed with the G or to shall be obtained from the G of Rancho No aulic will be itted lty g�'�e• Supplementary � �!prior P.S.I. under concrete paving. Such warantles shall only supplement the guarantee. acceptance of the irigat system. 2. Quick coupling valve y. Key shall be operable with a quick coupler kesize ad tips shall be as 3. Refer to A Standard 120 'Trench Repair"when within Gly streets susceptible to traffic loads B. RECORD DRAWINGS: B. A copy of the Guarantea e fon shall be Included h the operations and mahhOenahce manual. Q. Miscellaneous Irrigation Equipment: shown on the Drawings• D. Assemblies: 1. The contractor shall provide and keep up-to-date a complete record set of bhuefine ozolld prints C. The guarantee form shall be re-typed auto the Gontroctorb letterhead and shall contain the following K Backflow Prevention Units: 1. Refer to the Irrigation Plans for sizes and types of miscellaneous irrigation equipment, 1. Routing of sprinkler Irrigation tines as Indicated an the Drawings Is diagrammatic. Install Ihes which shall be corrected dally,showing every change from the original Drawings and Information: 2. All miscellaneous Irrigation equipment shall be as specified or approved equal. (ad various assemblies) In such a manner as to conform with the details In the Drawings. Specifications and the exact Installed Iocotlons,sizes,and kinds of equipment. Prints for tib I. Backflow prevemtlon wilt shall be of she and bps heicatcd on the Irrigation drawings. Install 2. Install NO multiple assemblies in plastic Imes. Provide each with Its own outlet. purpose may be obtained from the Gty of Rancho Gucomonga at cost. This set of drawings shall GUARANTEE FOR 1RR16ATION SYSTEM backflow prevention units In accordance with the Drawings. PART'S -E�CdJT'ION 3. Install all assanblles specified herein In accordance with respective detail. h absence of detail be kept on the site and shall be used only as a record set. We hereby guarantee tat the Irrigation system we have furnished and Installed b Mee from defects In materials and 2. Hye strainers at backflow prevention wttn shall have a bronzed screwed boy with 60 mesh Memel 2. The Contractor shall make neat and legible notations on the record draw sheets dal workmanship,and the work has been completed h accordance with the Drawings and Specifications,ordinary wear 3.01 OBSERVATION OF SITE CONDITIONS drawings or Specifications pertaining to specific Items required to complete work,perform such h9 program l! screen and shalt be sinfldr to Boitey 010013 or approved equal. work In accordance with best standard practice with prior approval of City of Rancho Cucamonga. as the work proceeds,sharing the work as actually istatled. For example,should a piece of aid tear,unusual abuse,or neglect excepted. Nb agree to repair or replace any defects h an material or workmanship screen All scaled dimensions ere approximate. The Contractor shall check and verify all ate dimensionsand aguipment be Installed In a location that does not match the pian,the Contractor must Indicate that which may develop during the period of one year from date of acceptance and also to repair or replace any damage 3. All pressure main the piping betwoem the point of connection ad the backflow preventer shall be recalve approval from the City of Rancho Gucomongo prior to proceeding with work under this Section. 4. PVC pipe aid fittings shall be thoroughly cleaned of dirt,dust,and moisture before Installation. equlpmcrnt has been relocated In a graphic manner so as to match the original symbols as Indicated resulting from the repairing or replacing of such defects at no additional casts to the Glty. We shall make such Installed as required by local code. The Contractor shall verify with the local governing body as to Installation and solvent welding methods shall be as recommanded by the pipe and fitting In the Irrigation . The relocated and dimesions will then be transferred to the repairs or ropiacements wfthh a reasonable time,as determined by the City,after recelpt of written notice. in the monufocturer. "end. °�'�rma"t material tape and hstallatton procedures prior to start of construction. Submit shop drawing for B. Exercise extreme care In excavating arid marking near exbthg utilities. The Contractor Shan be original record&owl plan at the the. event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice esp damages tiny open mcg existing S. On PVC,to metal connections,the Contractor shall work the metal connections first. Teflon tape g n9 PProper oval. responsible for to utitltles which are caused his aliens or lett. Check exist vtilltes from the Gly,we authorize the City to proceed to have sold repairs or replacements made at our expense and we QW drowings for existing Alllty locations. 3. Before the date of the final observation,the Contractor sholl transfer an Information from the will pay the costs and charges therefore upon demand. I. Check Valves: or approved equal,shall be used on all ta threaded PVC,to PVC, d on all threaded PVC to metal Joints. L Trench pressure b all that is r uired. Where thraaded PVC connections are Yecord d^awhg'prints to a septa mylcr or similar mylar malarial. Arragements shall be made � Pr ga. through the city for obtahhg said septa mylor or similar mylar material. All work shall be in PROJECT: TRACT 016021 LAN75-GAPE MAINTENANCE DISTRICT NO. 1 1. Swig check valves 2'and smarter shall be 200 pound W.O.S.bronze construction with required,use threaded PVC,adaptors Into which the pipe may be solvent welded. waterproof India Ink and applied to the mylar by a technical pen made expressly for use on mylor KK of Southern Pacific RF,and South of Victoria Ave. In Rancho Cucamonga replaceable composition,neoprene,or rubber disc and shall Mae or exceed Federal 5peciflcation material. Such pen shall be similar to Lase manufactured by Rapldograph, Kueffal t Esser,or LOCATION: Faber Castell. The dine:nsions shall be made as to be easily readable even on the final controller K,4-V-510,Gass A,Type IV. chart(see Section C). The original mylor "record drowhg"plan shall be submitted to the A of 5161�U: Rancho Cucamonga for approval prior to the completion of the controller chart. 2. Anti-craln votes shall be of heavy duty Vlr h PVC,construction with F.1 P.tread hot and 4. The Contractor shall dk,t& Ion from two(2)permanent points of reference,such as building ` outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field corners,sidewalk edges,road htorsectlors,etc.,the location of the following Items: PFIONE: DATE OF AGGEfTANGE: adjustable against drawout from 5 to 40 feet of head. MI-dram valve shall be similar to the Valcon "ADV" or approved equal. a. Connection to existing water Was. PART 2 -PRODUCTS J. control Wlrhg: b. Connection to existing alectricai power. c. 60te valves. 2Di MATERIALS 1. Except as noted otherwbe,connections between the automatic controllers and the oscine control d. Routing of"tar pressure lines (dimension max. 100'along routh�. valves shall be made with direct burial copper wire AWG-U.F.b00 volt. Control wVN Installed e. ler control valves. DESCRIPTION OF REVISION CITY A. 6eneral: Use only new Materials of brands and topes noted an drawings, specified harsh,or approved h control wire conduit wfthln structure shall be made with AWG-TW wild copper wire. Pilot DATE APPROVED: P. Routing of control wring and locations of all splice boxes. g. Quick coupling votves. equalswires shall be a different color wire for each automatic controller. Common wires shall be whlte h. Stub•-outs for future connections. B. PVC,Pressure Main Line Pipe and Flttincp:ht "�,a different color°�ffor each automatic controller. inIn stall accordance with valve CITY O F RANCHO C U CAM O N GA I. Other related equlpmaas directed by the City of Rancho Cucamonga. manufacturer's specifications and wire chart. In no case shall wire size be lass than 014. S. On or before the date of the final field observation,the Contractor shall deliver the corrected and I. Pressure main The piping for sizes 2'and larger shall be PVC Class 315. feted las to the f,�11 of Rancho Gucomon Deily of the las will not reneve the 2. Gass 315 y�shall be made Man an NSF approved 1,Garde 1,PVC cortformin 2. o ring shah nesoccwherever the same trench and span be Installed slog the same route a3 pressure supply IRRIGATION SPECIFICATIONS completed xP ""� �' � � Pox 'X� g Or (afetal lines wherCVGr p0391b1e. Gontroctor of the responsibility of furnishing required Information that may be omitted from the to ASTM resin spec."toh D1164. All pope must meet requirements as set forth in Federal Pry• Specificatic-n PS-22-10,with an appropriate standard dimension(SD.R)(Solvent-weld Pipe). 3. Where more than one n)wire Is,placed In a trench,the w"shall be taped together at Intervals TRACT NO. 16021 G. Cont hhar Controller Gts: 3. Pressure math line pig for sizes I-I/2"and smarter shall be PVC Schedule 40 with solvent of fifteen n5) feet. LANDSCAPE AND IRRIGATION I. As-buffs drawings shall be approved by the City of Rancho Cucamonga before controller charts welded joints. 4. M expansfon curl shall be provided within tree M) feet of each wire connection. Expansion curl J,RDSCgp£ EAST AVE N U E are prepared. shall be of sufficient length at each spIlce connection at each electric control valve,so that in case 2. P-avlde t f II 4. Schedule 40 pipe shall be mode from NSF approved Type I,Grade I PVC compound conforming of repol-,the valve bonnet may be brought to the surface without disconnecting the control wires. CGS �� APPROVED BY: DATE: one contra ler chart or each contra er sequence to ASTM resin specification 01185. All pipe must meet requirements as set foth h Federal Control wires shall be laid loosely In trench without stress or stretching wire conductors. - en CITY ENGINEER RCE: "2053 Specification P5-21-10 No. A 23 DESIGN PLAN PREPARED BY: RECOMMENDED Exp. 90 PJD ' SECURA/DEUTSCHMAN If> �� DRAWN ASSOCIATES, Inc. u wee SHEET F OF ClAS PJD LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PLANNING Q L-8 OF �J 365 W. LAMBERT RD, SUITE F BREA. CA 02821 7141520-1291 CHECKED R.L.A.NO DRAWING NO. �Q TJS DATE JAN. 8, 2002 FILE NO 0131R I$ - PROJECT SHEET NO. 15- OF i AD E. Lhe Clearance: 1. Coverage test -46 hours PART 2 -EZUfiON E. Sizes of Plants-Shah les as staked on the Pli. Gontaher stock fl on, Ion,and Io+J shall Fertilzero: I. All lines shall have a n�ruhnum cleararnce of six(b)Inches from each alter and twelve A2J inches 6. FInai observation -7 dap 2.01 Protection: -gam S-g� from lines of other trades,with the exception of the control wire sleeves)which shall be Installed have been own h containers for at bast aro 0)year,but not over two(2) ePt 9r ye years. A. Commercial►erNiizers with an analysis of S-S-I-6ro-Power Plw,and 12-6-8 Gro-Power Controlled adjocent to pressure supply Ile. Parallel limes shall not be Installed dlrectly over one another. B. Mhom observations have been conducted other than the Ghy of Rancho Cucamonga show evidence in Keep all plant material delivered to she In a heafthy condhlon for planting. Plants shall not be allowed to dry out• F. Substfttioro -Substitutlons for hdtcated plant material will be permitted provided the substitute materials Release Nitrogen as designated herein,or droved substitute as required by the Agronomic soils report. Bare root stock shall be separated and heeled-In,In most earth or other suitable material until Iarnt Balled and are approved h advance the and are made at no aelditlonaf cost to the City. Except for authorized Avolloble from Gro Power (410q)3013-3144. F. Automatic Controller Assembly: writing of when and by whom these observations were made. sailor I P ing °PPn' �! �!� �! pt Wrlapped plants shall have root boll covered with moist sawdust,wood chips or other suitable material until variations,all substitute plant materials shall conform to this requirements of these specRicatlons. B. Ammonium Sulfate: Granular form not less than 2%nitrogen and 2411 whr and shall be install as per manufacturer's Instructions. Remote control valves shall be corrected to controller In G. No site observations will commennce without 'Ae-Bulft'record drawinep. The contractor shall not call for planting. G. Plants Not Approved-Plants not ed are to be removed from o!ta krrncdlatel and laced with registered as an agricultural minor,with the State of Agriculture In compllance with Article 2 - a site visit without 'As-8ufit'record draw",without let previously noted corrections,or withart approved y 7.03 6eneral7ertilizar Materiols,' Section 1030 of the Agrioulbral Code. rrurnorkol sequence as shown on the Drawings. � completing Pr y wttable plants. The fifty reserves the rlc�rt to refect entire lots of plants represented by ectad samples. 6. preparing the system for sold visit. 2.02 Installation: H. Stake all trees,as per details Irnmedately after planting to prevent wind damage. Maintenance shall start Immedfately after landscape Irrigation and planting. High Voltage Wiring for Automatic Controller: Wl4C#J:TE SPECIFICATIONS Detailed layout of planks within the planting oreas shall be performed by Contractor and approved by the Landscape I. Plant trees that aro to be located In lawn or proud cover areas after finish grades are first estabitshed and Maintain all plants and planted areas on a cornt6uous basis as they we Installed"the progress of the work,and PART 16ETRA. Architect and for to lant allow at bast 1 calender ler to Installation of said lawns or cover to provide for thorough continue to mohtoln them until final of total project. place any dead or dying plants as directed by the of trees. Alt lant holes sholl be excavated as defined on tate details. scope Architect and City representative. i. 12o volt power connectiornto the automatic controller shah be provided by the Contractor. � planting. �� �°� Pr °�' Lord scope Description "�rin9 plan" aPFx� 2. All electrical work shall conform to beat codes,ordinances,and union authorities having Son excavated from planting holes shall be amended to backfill around trees and shrubs using the following 4.03 Soil Amend►ncrts: A. Irrigat►on: Operate len system an an estelbilshed program to maintain all plaits and planted areas h a Jurlsdlction. For concrete Information refer to the Standard Speclfkallons for Public Narks Construction(Green Book: Edition mfxhre: tinea tin Ion. Irr�lon system nun-:off shall be kept to a mtnlrnum. Daniocle to Irrigation system per the City of Rancho Cwcimongo). Refer to Sections 4,201,903,and 400,as well as any other sections related to Soil amcnetinents shall be as recommended h the Agronomic sells report rowltN from maintenance and luipment and/or maintenance personnel,shalt be restored to Its original Native,On-Site Soil with rock no eater than 3" h diameterCity. FF I the Installation,per and post Installation of concrete work,materials, labor,and clean-up. The Standard � condition at no cost to the allure of any part of the Irrigation system shall be brought to the attention H. Remote Control Valves: Gro Power Plus,5-3-1 15 lbs/cy 4.04 Trees Stakes: of the Glty. No repairs other then emergency repairs shall be accompllshed without written permission SpecRicotions for Public Narks Construction Is available from: Iron Sulfate 2 be/69 Tree stakes shall be lodge pole pine tree stakes.See tree stoking detail on pions for further Information. from the (city I. Install where shown an the Draw". Nhere grouped together,allow at least twelve u12)inches BI Building News B. Weed Control: Keep all planted areae free of weeds and debris by cultivating areas at Intervals not to between adjacent valve boxes. Install each remote control vave In a separate valve box. 9055 Overland Avenue (To be used for bldcrn,g purposes only,verify with Agronomic Seib Test) PART 5 -GROUND COVER AND BEDDING PLANTS exceed 10 calendar days. Los Angeles,GA 40034 After bxkffllhg construct a 3"earthen berm to form watering basin around each plant,to allow thoro#water-In 5.01 Scope of Nark: The Contractor may elect to remove such concentrations of weeds manually or by an approved herbicide I. Flushing of System: MO) 202-7T15 and estabilshment. prograi• Provide ail materials and equipment aid perform all mark necessary for and incidental to installlg all grand cover C. Pest Control: Spray all planta and planted areas at beginiinp of mahtenancs proc�an aid as may become and bedding plants,as shown on plans,as reasonably hpiled,or delineated In the specifkatlons necessary thereafter tom approved method of pest controrr,to keep all plants -and plaited areas free of 1. After all new sprinkler pipe Iles and risers are In place and connected,all necessary dNerlon . ScopePrior to hstallakton of turf and proud cover,remove water basins from oround trees and shrubs. Berms h turf areas t Furnish and install all concrete wait ete as Indicated an the draw or as specified, Inc but not to be removed prior to City acceptance. 5A2 Bead Plants: insects and disease. thod shall be reviewed by the Glty prior to araj applications. Pest Control shall work has been completed,and prior to Installation of sprinkler heads,the control valves shall be GO'mPl P ing hclude6ophe, control opened limited to the following: D. Prue Prune all plants as designated and directed Landscape Mchttect,at stent of maintenance Perenr+bis and Annuals: Provide container ants from a r and of du les end Ing' P by ape and ►I head of water used to flush out the system. PART 9 -501E PREPARATION Ai�7 FINISH GRADING varlety shown on plans gr°M program and continue to pane plants as directed or as many become necessary until the end of the A. Furnish and set all reinforcing steel,belle,and anchor. main cnrce Program. 2• complete to heads shalactio be Installed only after flushingoma of the system has been acconpllshed to the 5.03 6ro nd Cover: Remove trash weekly. Edge ground cover to keep In bounds and trim top growth as necessary to achieve complete satisfaction of the city of Rancho C.ucanonga. B. Install all items ree�lred by other trades which are to be coast into concrete. 9.01 Scope of Nark: A. Provide all materials and a and all wank necessary for and hcldentol to the soil and overall even appearance. Exterminote gopher end moles;repair damage. J. 5prhlcler Heads: G. Concrete mow strips,footings for walls,fencing,posts,benches,etc.,where appllcabie. cN � Pe�o^m a'u! Ground Cover: Provide grouse!cover of the species shown on pians. Ground cover Shan be estabflshed aid wen 103 Protection Preparation ad lhbh grading of all planting and lawn areas as shown an plans,as reasonably Implied,or rooted In flats or similar containers. PART 6- AGGEP>•ANCE OF PROJECT d tIn the ll d as eneoe I. Ireton the sprinkler heals as designated on the Drawings. 5prh�kier heads to be installed In this sPedflcotiors. 5.04 Mulch: work shall be tvalent In all respects to those Itemized. All "had concrete work shall be barrtaaaded to traffic for three M) Barricade shall be laced b.01 General: °�' O3P Ing Peen P B. Fiurnishing,placement and grading,of topsoil for backftlllg of planters rt required. Mulch: Shall be of compacted wood chip fleet. Upoin completion of Installation,a maintenance period o1 a minimum of ISO for all areas b r Ired to Inediate after concrete iyFind a Contractor shall furnish, lace and remove all it his he worbark shall b Gorntractor final acceptance of the work by the Glty. The Gommencener+t date for the maintenance per toted shall corrrr��upon ten 2. Spacing of heads shall not exceed the maximum Indicated on the Drawinnp. M ro tax sill the shall be responsible for any damage to new construction and replacement or repair of the work shall be made G. Gleaning ad finish grading of planter areas end planting areas. 5A5 Coordination: f approval or all phases of planterin� installation by the City Public Works Inspector. Maintenance period shall be adequate to 9.02 Topsoil: A. Do not have plants delivered to the site unto site conditions are ready for plotting. R plant" is verify plant characteristics and establlshmart. spacing exceed the maximum recommended by the manuFaaturer. without added cost to the Glty. eanndd _ _ delayed,keep plant roots moist cid place h a sheltered location protected from the sun,wind other IInnssppee pp 3•� IA4 Glean-up A. Existing on-site lolls Iffsted as 'acceptable'unnder She Grading'specNtcation. damaging elements. A. Two have been comInstelyt;ons shoal lled h order that flee beglm�Ino� the esrnshm a p��led oil eanting d at the Ti:MPORARY REPAIRS B. Soil preparation and fine shall be completed and trees and shrubs Installed prior to bedding plants end of the establishment lad. R Icntfnc� are not ac le at the end of the 180 day period,due to The G reserves the to make r as ase to the Inkler tem in Upon completion of all concrete work cid before final acceptance,the Conbractor shtall remove all tools,surplus �� grafi Por plait" °ro^! Ges!sany B. Topsoil Imported to site for use as fill,backfill h planter and mnovdhg,shall be sandy textured. Silt plus and ground cover planting. defective mointcnonce,then continue estab stiment until all work meets with the Specifications and can be materials,apptratas,debris,etc.from the site and the site shall be left In a clean,neat condition acceptable to the operating corditlon. The exercise of this right by the City shall not relieve the Contractor of his responslbllitles City. clay content of this soil shall be no greater than 15%by weight. The boron contrast of this soil shall be ro 5A6 installation: approved. under the terms of the arntee as herein specified. eater than f million as measured on the seturotlon extract. The sodium Ion ratio(SAP)yu+ar � gr P�Pe'" �� B. At termination of establishment period all last material shall be Ihro,healthy,u+nbnaged,and free o slxall not exceed 3.0 mllllmohos per centimeter at 25 G. in order to ensure conformance,samples of the Pkat ground cover and bedding plants In moist son end space as Indicated on plans. Infestation. Inferior plantings shall be replaced and brought to a satisfactory condition before final 3.05 EXISTING TRElx7 PLANTTN6 SPECIFICATIONS Imported soil shall be submitted to an agronomic soils testing laboratory,approved by the project acceptance of work will be made. All areas shall be no ly raked and free cf weeds. inhere It b to excavate ad to exist trees,the Contractor shall use all ible care to avoid In Len Architect for analysis to use. Result of testing to be delivered to G for oval. Soil Each plant shall t planted with tis proportionate amount n son m o t i minimize root dbbrba►ce. Soli moisture n°Gexan! leant in9 Pons � PART I -GENERAL �� � P� � � � shall be such that loll does not crumble when removing plaits from container. to trees and tree roots. Excavation in areas where two(2) Inch and larg,r roots occur shall be done by hand. All test to Include analysis and recommendations, roots two(2) Inches cid larger In diameter,a direct h the of or conduit,shall be tunneled under and Regrade planter meas after planting,to restore smooth finish grade and to Insure proper surface A 4' � shall be heavily wrapped with�btur to prevent a excessive pipe a ditch machine b run close IAI Scope of Work: 9.09 son Amendments: of mulch material shall be sod ave*the entire planter area after grade b estd�ilshcd. Water shall y � Pr scdrmg drying. inmcdiatcly after mulching, asding shall accommodate the mulci� gin to trees having roots smaller than two(2) Inches In diameter,the wall of the trench adjacent to the tree shall be hand Contractor shall provide ail materials, Ichor and equipment Incidental to and necessary for com,p}etirng all worm as All loll amendments shall be as sPecifled h the Agroamk guitability/Fertiitty lolls report furnished by the trimmed,making clean cuts through. Roots one(1) Inch and larger In diameter shall be poinded Nth two coats of Indicated on the drawings,as reasonably Implied,or as delineated In the Specifications as follows. Contractor 5.01 Protection: Tree Seal,or equal. Trenches adjacent to tree should be closed within twenty-four(24)hours;and where this is not Erect temporary fencing or barters to protect planted areas from damage prior to final acceptance. possible,the side of the trench odjocent to the tree shalt be kept shaded with burlap or u rvas. 1.02 Standards: 9.04 Soil Preparation: 5.06 FIELD QUALITY CONTROL All work on irrigation system shall be complete awl inspected for recommended approval and,fine grading PART 6 -NEED ABATEMENT All work and materials shall comply with governing codes,safety order,standards,and regulations,cid meet the completed,prior to rototillhg and prior to soil amendment work. 6.01 Scope of Work: A. Adjustment of the System: mInlmnum requirements of the 5tdndard Specifications For Public Works Construction(6reen Boob latest edition. Provide all material,equipment,and labor necessary to perform all work ce indicated on pians,as reasonably After rough grades have been established,prepare all lawn and planting areas by tillhg or cross rippling to a depth of Implied,and as deltnented In the specrlkatlons. I. The Contractor steal!flush and adJtust ail sprinkler hands for optimum performance and to prevent lAs Icy A""": 12'. All rock aid debris more than 2" In diameter shall be removed from the site,except for meas that are to be 6.02 Quollby Assurance: sodded, In which an rock and debris more than 1" In diameter shall be removed. overprcy onto walks,roadways,and buildings as much as possible. A. The Applicator of all weed control materials shall be licensed by the State of Wil'ornto as a Pest Control A. All Contractors part"Site Development work,must be Ikeroed In accordance with the laws of the A'PPIy ,spread,and rototil In all soli amendments as recommended to a depth of 6'. Water area thoroughly after Operator and a Pest Control Advisor In addition to any subcontractor licenses that are required. 2. If It It determined that Contractor In the make Irrigation equipment will pr r to proper and more State of Golifornlo. rototln b complete. Incorporate even) Into the 4' to 6"the follow. for each 1,000 are feet of lant B. All materials and methods must conform to Federal,State,and Local Regulations, adequate coverage,the Gorntractor shall make such ad�stmernts prior to planting. Adjustments area: in9 GOmP "GOrP y top following � P in9 may also Include changes h nozzle sizes ad degrees of ore as required, B. Contractor shall provide the Landscape Arahhect and the Chy with a Ibt of Subcontractors and Material 4 aubic of nttronzed Redwood or Fir or 9. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten(10)days after Supplier expected to be employed during the course of construction, ya'� sheaving ems• 6.05 5nbmtttal: notification by the City. 200 be.of 6ro-Po►ser or approved equal. Prior to the Installation of any weed control materials,the Landscape Contractor shall submit to the landscape G. Contractor shall obtain and keep in force Public Liability cid Property Damnoge lmronce,during entire The above soft conditioning are minimal qualitles only and should be used only for bidding purpose,because soil Architect/Glty a list of the weed control moterlols and gvantltles per acre Intended for use In controlling the weed 4. An sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the course of the Gonstructlon Contract. The amount of Insurance shall be determined by 04. conditions may chango drastically from the time these specRtcations rare developed to the time the actual soil biles pr valent and ax4 ctcd on the site,as supplled by the Pest Control Advisor. Pest Control Advisor shall furnish Drawings condltiordrg take place. Therefore,the Contractor shall obtain his arm soils analysis at a rate of one per every the Landscape Contractor and Landscape Architect and- data to demonstrate the compotlbtlfty of the weed D. Prior to start of site development work,the Contractor shall not the Ladsc Architect and to a 25,000 square feet of planted area. These soil tests shall be conducted by on approved Agronomic lolls testing 6.04 control materials and methods with the Intended plant" and seed varieties present. 5. Rain Bird EF5-GP-PR5 valves will be set per manufacturers speclalcotlon so that each lateral oP ale C' ! 9h' laboratory approved by the project Lordscape Architect and 014, Copies of the soil test to be provided during the Respo blIty and Coordination: operates at design pressure. starting and completion dates. Contractor shall also supply the Landscape Architect and Glty with the Pre-construction job conference. A. Ladscape Contractor b r Ible for the erection of all and barriers r Ired to intrusion name and telephone number of the person In charge of the work into the treated crams and t the itis. P� 9.05 Finish 6radfng: B. No material or methods shall affect the 1 or No material or B. Testing Of Irrigation System: method shall render the site unusable for more than I from dote of application. IA4 Rasponlbiittics and Goordinnation: landscape P �''���''rmir�►+• 1. The Contractor shall request the presence of the fifty of Rancho Cucamonga in writing at bast 46 After rototillhg operations we complete,grade areas to astdonsh finish grades for planting. All flow lines shall be b.05 apP A. Permits: The Contractor shall obtain and pay for all permits and inspections requlrod by governing maintained and proper tolerances shall be met after settlement at the and of the project maintenance period. Nam-Selective Herbicides: haus in advance of testing. authorities for the work to be performed. A. Lo dsccpe Contractor is responsible for the erection of all signs and barriers required to prevent !ntruelon Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. Into the treated areas and to notify the public. 2. Test a' ensure lines under hydrostatic pressure of 150 paxnls Per square Inch and prove Bght. . Existing Conditions: The Contractor shall verify all conditions and dine nenstoro shown on the plane at the B. No material or methods shall affect the Icntinq or ton. No material or �'� method shall render the site unusable for more Athan IQ �oom dote application. site prior to commencement of any work under this contract. The Contractor shall verify the location and � days app Note: Testing of pressure maim Iles shall occur prior to hsWicklon of the electric control depth of all underground utilities prior to start of work Weed abatement work shalt be coordinated with the hstailation of the Irlgeition system rototillhg and soil 6.05 Non-Selective Herbicides: valves. amendment work and planting. (See Weed Abatement section)• Non-selcctive contact herbicide and/or non-selectfve systemic herbicides(as recommended by the Pest Control G. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities Advisor) 3. All piping oder paved cress shall be tested under hydrostatic pressure of 150 pounds per square such as water,electrical power and gas as regv►red by him for the construction of the project. Temporary PART 4-TREES AND SRZ85 6.06 Selective Herbicides: Inch and proven watertight prior to paving. services shall be coordinated with the City and other contractors on the job site. Selective pre-emergent herbiatdes compatible with seed mKtres(as recommended by the Pest Control Advisor) 4.01 Scope of Nark: b.07 Weed Eradication: 4. Sustain pressure In !Ines for not less than sac(6)hours. if leaks develop,replace joints and repeat D. 5urv+ey Reference Points,and Elevotbro: The Contractor Is responsible for establishing all surveys, Provide all material,equulpment,and labor recessory to Install all trees and shrubs as shown on plans,as reasonably If In the opinion of the Pest Control Advisor,perarrdal ad weeds existing In the planting areas will require test until entire system Is proven watertight, reference points and elevations required by him,and shown on plan for proper execution of site implied and as delineated In the specifications. control prior to removai,spray these areas per Pest Advisor's recommondotiors construction. A. Prior to the installation of the Irrigation system remove and clear all woods and deleterious materials from 5. All hydrostatic tests shall be made only In the presence of the 6eneral Contractor and the City of 4.02 Prodvta plaiting areas. Rancho Cucamonga. No pipe shall be backfilled until It has been orrserved,tested,and approved E. Traffic: The Contractor b responsible for all traffic barrier and detours r d hire for the A. Nomenclature -Plant names Indlcated on the dram conform the 'Standard Plant Names'established Allow herbicide to kill all reeds. Rake or hoe off all dead weeds to a ' - h writ � et�e � the American Joint Gommtttec on Horticulture. Ex for names covered therein,the estctbllshed custom Allow depth of I 2 below the surface of In9 corntnvctlon of the project. All temnpora►y traffic barriers and detours shall conform to all conditions � the soil. Physically remove all weeds ions the site. of the b followed. 6. Famish necessary force pump and all other test equlpmcnt. required by the Glty or governing authorttles. nursery B. Condition -Plants shall be symmnatrIad,typicai for variety aealthy d species,sowd,h ,vigorous,free from 7. When the Irrigation system b completed,perform a coverage test In the presence of the Ctty of IAS DbfectNe and Ltnauthnortzcd Work: plont disease,insect pests,or their eggs,and shall have healthy,normal root systems,well-filling their PART 7-LANPSGAPE MAINTENANGE container, not to the Int of be root bound. Plans shall not be at anytime,and in no case Rancho to determine R the water coverage for hitt areas b lett and All Work which ls determined by Inspection to be defecthro h Its construction or deflclernt In any of the requirements � point � Pn� � 7AI Scope of Nark: �0n90 a9 planting GOi"P ode Furnish all materials and arm all work r of the Pian and specifications,shall be remedied or removed,and reploced by the Contractor at his own expense In shall trees be topped. Provide all materials, labor and eqss uipment necedfor y ,or Incidental to,perfo all mafntemo ce requlrements �a� ircd to correct Iadcles of a maser acceptable to the Landscape Architect and Glty. G. Trees and shrubs shall be growing at a recognized nrsn in accordance with good horticulture practices as reasonably Implied or as delineated In the speclfTcations Including,but not 4mitedlo the following: coverage due to deviations from the Drawings,or where the system has been willfully Installed as and shall be of the size and caliper normally associated with the container size specified on pions. Removal Maintain all plants and planted areas. 1,06 Inspections: of all togs, labels,nursery stakes and ties from all plant material prohibited until the approval of the Landscape Keep planted areas free of weeds and debris. indicated on the Drawings when K is obviously lnodequate,withal bringing this to the attention Architect or Prune trees and shrubs. of the City of Rancho Cucamonga. This test shall be accomplished before any ground cover Is The Contractor shall arrange for inspections by notifying the Landscape Archttect,C44 awd rrnIng arthor!t!es, Fertilized all plants and plonte l areas. 24 hours prior to time of Inspection,unless otherwise noted. Inspections shall be as Tisited below,but not D. All plant material delivered to the site showing signs of damage or disease or is insufficient In size to carry Irrigation. planted. necessomn In tib order. Only the Inspection pertaining to the project scope of work will apply, out the Intent of the planting plan Kill not accepted and will be replaced at Contractor's expense. Insecticide spraying. 6. Upon compietlxn of each phase of work the entire system shall be tested and adjusted to meet site Dramin Lines rvlln . Gatch Basins. requirements. Irrtgotions (main the pressu-e,coverage t system operations test). 3A'i MAINTENANCE Soft Preparotlo m and Fhtsh 6rading. Plait Moterlol (delivery ! placement). Substantial Completion Inspection(at corroattom of ladscape Improvements)-1 Days. A. The entire irrigation system sial be oder fun automatic operation for a period of seven(I)days prior to Final Inspection(after maintenance period) -I days. ON pla". The contractor shall arrange a Preconstnvctbn job conference with the Landscape Architect and Gly a mninlmmn of B. The City of Rancho Cucamonga reserves the right to waive or shorten the operation Period. seven(T)dap prior to the beginning work. IAT 6uorontles: 9.06 C.LEAN-4JP Glean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the she, A. Plant Materials: All bees,*Ax,ground cover;bedding plants and lawn shall be guarantead from date of all walks and paving shall be bloomed or rushed down,and any damage sustained on the work of others shall be final acceptance of landscape constructlon for periods as follows: Trees 24'box t larger I year DESCRIPTION OF REVISION APPROVED: repaired Its original condition, CITY Trees N5 I. t smaller I y�a�' DATE grubs ATI sizes 120 cloys 3A4 FINAL 51TE msmvAnc*PRIOR To AGGEPTA a Ground CITY clover 120 F Bedding Plat 120 dope O RANCHO C U CAM O N GA A. The Contractor shall operate each system In ib entirety for the Gly of Rancho Cucamonga at time of Not Lawn(sod) 120 dap observation. Any Items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the Lawn(seed) 120 days from first mowing PLANTING complete satisfaction of the City of Rancho Cucamonga. O uarantees begin atter the project acceptance by City and at the and of the ISO-day mnahntenonce period' I CONCRETE SPECIFICATION S Landscape Contractor shall replace and plant all motcrkds which have died within the time span stated above,at no cost and within 5 days from receiving written notice from the Landscape Architect or City. If dead materlol is not replaced and planted within the 5 day period,Glty may replace dead material with new material and charge the TRACT The Contractor shall show evllence to the Gty of Rancho Gvcarango that the City has received all xpCT N O. 16021 Landscape Contractor for all expenses Incurred. accessories,charts,record drawings,and equipment as required before final site observation can occur. g� LANDSCAPE AND IRRIGATION B. Consti-develo xtionmeet,f o a period The contractor shall all workor" and materials for all site `p,NDSCgpF EAST AVEN U E 9.10 517E 085ERVATION SGHEDULP development,for a period of oro year from date of final ccccptcn►ce of prefect. IA6 Material and Labor Releases: A The Contractor shall be responsible for notRylg the City of Ranch C,ucanronga h advance for the Lion completion of the work,the Contractor shall present to the City,signed copies of all labor ad materials �Q�� �S J. SFC �C, following observation meetings,according to the time indicated: releases for all work performed oder Site Development. � 0 � G�>' � APPROVED BY: DATE: i. Pre-Jab Conference -7 days 1.01111 Disposal ad Glean-up: CITY ENGINEER RCE: 24953 _ 2. Press9" Ilse Installation -24 hours Remove all waste note, (Including excavated material closslffed as unacceptable soil material),trash and debris No, LA 32 DESIGN PLAN PREPARED BY: RE ure COMMENDE generated or encountered during the course of ladscapa construction,and legally dispose of It. During the course 3. Lateral the and sprinkler Intonation - 24 hours of the work,remove surplus materials Mom the site and leave premises In a moot and clean condition. Glean up and Exp. 30� PJD ' SE GURAIDEUTSCHMAN fl- remove all remaining debris and surplus materials upon completion of work, leaving the promises neat and clean. �i' .� ASSOC14TES, Inc. u an -- 4. Automatic controller Icleaned Installation -24 hour The site shall be upon the request of the Inspector. 1�4h DRAWN SHEET - 5. Control wire Installation -24 hour c OF C00 PJD LANDSCAPE ARCHITECTURE URBAN DESIGN LAND PUNNING L-9 OF 9 6. 363 W. LAMBERT RD. SURE F SREA. CA 92821 711X529-1291 Pressure supply !Ina and lateral IIne testing -48 hours [=CHECKED R.L.A.NODRAWING NO.DATE JAN. 8, 2002 FILENO 0131R PROJECT SHEET NO. ��j OF