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Home My WebLink About1604-LSHEET OF DEVELOPER/OWNER LANDSCAPE ARCHITECTURAL PLANS a U A I F -h o 0 I (C a N a LEWiS DEVELOPMENT CO. 156 NORTH MOUNTAIN AVENUE Ll Ll Li Li P.O. BOX 670 UPLAND, CA. 95786-0670 • TELEPHONE : 609 985-09Ti LOT A ARD LQTO**B- LAN DSCAP ING LANDSCAPE MAINTENANCE DISTRICT NO. 4 VICINITY MAP GENERAL NOTES SHEET INDEX PROJECT LOCATION j GENERAL NOTES: _ . . tnv i. THESE NOTES SHALL 8E USED IN CONJUNCTION WiTH THE PUNS AND ANY DISCREPANCIES SHALL BE BROUGHT TO 1FRS BE2. CONCRETE ADESHALL PROVIDED PER THE FOL- LOWING CRITERIA: -1 COVER SHEET /I THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. • BETWEEN CITY -MAINTAINED TURF AND CITY -MAINTAINED SHRUB AREAS - 8" WIDE X 6" DEEP CONCRETE HEADERS CONSTRUCTION PLAN 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM • BETWEEN CITY -MAINTAINED TURF AND ANY PRIVATE -MAIN- ' L'Z THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. TENANCE _ 8" WIDE X 6" DEEP CONCRETE HEADERS Q• ALL WORK SHALL BE PERFORMED ACCORDING TO CUR- RENT CITY STANDARDS AND THE BETWEEN CITY -MAINTAINED G.C. AND ANY PRIVATE -MAIN - TENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS L-3 GRADING P LAAI sv �� CURRENT STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. • BENEATH METAL FENCING ADJACENT TO CITY MAINTE NANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS. 4. THiS WORK SHALL BE INSTALLED BY A LICENSED CON- TRACTOR WHO SHALL CARRY WORKMAN'S COMPENSA- 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CON- CEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAY- L-4 IRRIGATION P LAN { TiON, PUBLIC LIABILITY AND PROPERTY DAMAGE INSUR- NCE AS REQUIRED BY LAW. OUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NEC- ESSARYTO MEET FIELD CONDITIONS ASAPPROVED BYTHE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, L-5 IRRIGATION DETAILS V 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EX- PRIOR TO FINAL CONSTRUCTION. - • e-3 . CAVATION WORK. NOTIFY PERTINENT UTILITIES AND UN- DERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO CONSTRUCTION. 14. PUBLICLY -MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: L-6 PLANTING PLAN Q 6. ATTHE CONCLUSION OF ROUGH GRADING, N AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPEC- TOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE • PLANT IN ACCORDANCE WITH CiTY STANDARD PLANS. • PRIOR TO THE COMMENCEMENT OF ANY PLANTING, NAG- RONOMIC SOILS REPORT SHALL BE FURNISHED TO THE L—T CONSTRUCTION AND PLANTING DETAILS 7•` SOILS AMENDMENT RECOMMENDA- CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT U TIONS SHOWN ON THE PLANS. DEFICIENCIES MAY REQUIRE BACKFILL SOILAMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. L-8 IRRIGATION SPECIFICATIONS / )t 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LO- CATED WiTHIN THE R.O.W. UNLESS DETAILED CONSTRUC- TION AND STRUCTURAL CALCULATIONS • ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND AC- CEPTANCE BY THE ENGINEERING DIVISION. HAVE BEEN AP- PROVED BY THE CITY ENGINEER. • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVE- MENT PUNS ONLY. L-9 PLANTING S P E C I F i CAT 1 ON S - 6 SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 7 WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES 15. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWiNG: ge ( SHALL HAVE A 1 FOOT WIDE FLAT AREA AT THE TOE OF SLOPE. 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFI- A. SAN GABRiEL VALLEY MUNICIPAL WATER DIST. (818) 989-7911 JAMES FREI S. GENERAL TELEPHONE (11141 CATION FROM THE INSPECTOR THAT ESTABLISHMENT IS C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD _ _ - + (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTE- NANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF LEAF -OUT, FALL COLOR, FLOWER COLOR, OVERALL PUNT D. CUCAMONGA. COUNTY WATER DISTRi& (111111987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 i 1 LOCATION MAP HEALTH, AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT E. METROPOLITAN WATER DISTRICT (909) 593.7474 BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR F. COMCAST (909) 983 989'5 DUPONT ST. PROPER CARE AND UPKEEP. MAINTENANCE ALSO IN- CLUDES ALL REPAIRS, REPLACEMENT, CLEANING AD- (PORTION OF RED HILL) ONTAR, CA 91762 ONTARIO, FO& OTHEK IRI, IRELATF-0 -TO THIS p"jECT, JUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK G. MARKS CABLEVISiON (800) 586-2757 FOOTHILL BLVD. 11120 RE!'ER 'TO DWG 0 1251-L ANP W. GiCEE IWAY PARK FLAWS. BY THE CITY. RANCHO CUCAMONGA, CA 91730 MAINTENANCE RESPONSIBILITY MAP 10. APPLICATION OFANY CHEMICALS SMALL BEBYSTATE U- CENSED PERSONNEL. ALL PESTICIDE APPLICATIONS RE- QUIRE A P.C.A. RECOMMENDATION. H. SOUTHERN CALIFORNIA EDISON COMPANY (IIIIIe55-4555 7951 REDWOOD AVE. FONTANA, CA 92336 CONSULTANTS FOR LOT B: REFER TO WEST GREENWAY PARK PLAN REVISIONS ON SHEETS NO. 1,3,4,7,9, 10 11. CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE LANDSCAPE AND DRAWING NO. 1254-L, SHEET NO. TS,1 a 3. NUMBER 760 -4W -O525. ARCHITECTURE 231 ACRES GROSS -IJ LOTS -'-' 4 t• , • ` •' �� PLANNING MADOLE AILD ASMATIMSITE IIIC• 10630 Town Center Dr. Suite 128 OF THE INLAND EMPIRE CONSULTING CML ENG iNEEiiINK; ` \ �Cz �` ��, ' `, Rancho Cucamonga CA 91730 AND LAND PLANNING CITY MAINTAINED AREAS -�� NG 91 ;, • , s� , +4 ��, •. , . '• •. W- '' - ""° �s �.'1• (909) 484-2800 Fax (909) 484-2802 RiChm'd Kn,nwAeee CA UC. 92834 AZ Lit. 029115 NV 11 64415 PHONE (909) 948-1311 FAx (909)948-e484 411 ' 5��` _' ` °_— �i- ,=-Y:, -- - CA CU 1140, �n LANDSCAPE QUANTITIES / LOT Ao�� , . _� _� .� , ,` n �T _ `TOTAL ACRES CITY MAINTAINED AREAS - 0.29 ACRES s y ..•� �` �• .;��+.,� - I �� ' �` tOTAL S.F. OF NON -TURF LANDSCAPE AREAS - 5,860 S.F.- \ !TOTAL S.F. TURF AREAS - 5 300 S.F. CITY of RANCH0 CUCAMONQA _ 't-:;:':->; •. `,r _.. _: �� .' _ I -- __. •- Z _:�`:y �` �. � �� -\ ''� �• \' J � t`i • � a "` TOTAL S.F. HARDSCAPE AREAS -1,283 'TOTAL S.F. OF ALL AREAS 12,443 S.F. S.F. 0 �"' TERRA VISTA TRACT NO. 14803 -' ` , ; •,� �. '� ! ,, --, o ff- ;,� Z LOT A AN6 LQWOE LANDSCAPING ..+�+ ..k, _• `,�� ±�,_, •., / - - " ' '+�' -, ♦�J" �', ,:> >. - ...:, :.. . ,� : °, _ `�= :.. � TOTAL STREET TEES: A ELM AVE. U > ��''' ,.- Fly, ';,; -' \ �� ' ,., •"' ..°°= ;"'� ° . :.w �, ,.' :,, �" �+ �.:- . , , , _ , ... 1. MELALEUCA LINARIIFOLIA B. MEYERS - 3I NOW COVER SHEET + ,/ , AVE. 1. BRACHYCHITON ACERIFOLIUS -15 .KRUM1,1,,� •v\ TTY ENr IN'i FCS NQ .,'. �;.�. - I i �\ #4• ei sir / �(� ( + , , T7tJ CT 1�0. -::-r : / �� 111.1 �8f / Il+i-4f `'• �� ' '� , ti + / � �� ti4♦ �+ ' TOTAL TREE S: 23 W �� _ — _ s' "" '• _ 8 * Re.,e a1,4ate .24953 _ v T r_, — • J E.L. ARCLANDSC PE ARCHITECTURE SITE SITE PLANNING 10630 TOWN CENTER DR. RANCHO CUCAMONGA, CA. 91730 (909)484-2600 c ,-,-, , - -. F '� `^ `-:.a .Y U � \a♦ ♦ • `= • •♦ ,%.,, - 1 I N.T.s.,e /� 4 E.L. RLA NO. L-1 OF 9 .� , ; , . _ �_ _ . 1 ' OF ,FO r E i✓ ,k E U 2834 G ri ,� .v .V v N v . R.W.K. PATE FILE No 1604-L SHEET OF -- -- ---------------- - - - - -----------------------------1----------`---------------------------------------------------------------------�----------j-------- ~� ........... WEST GREENWAY CORRIDOR - l . Q �� • ----' �.r--- — _ "�— �.� _ter--- —'''—_ —�------- - r„�� — LIMIT OF WORK LINE — — — — � i 4/ vP'A — 2 Pir aL4 1 F- WbL4A ;SITE REFERENCE MAP l) Oat V. . 4 � 3 N 4V ,o ------- ----- - - -. -- --- Lof l EENWAY r\7 XER. REF. I.4 1 ral PARK 110=20' LIMIT OF WORK LINE MEYERS DRIVE 'CONSTRUCTION LEGEND: 'I I. C MINIMUM THICKNESS ,4'4r WIDE NATURAL COLPA CONCRETE SIDEWALK WITH A MEDIUM BROOM FINISH (TYPICAL). 1/2" TICK FULL DEPTH POLYFOAM EXPANSION JOINT, PER DETAIL Q, SHEET k. . QDEEP SCORE JOINT PER DETAIL R, SHEET I -Z. 6" WIDE CONCRETE MOW -CURB PER DETAIL r, SHEET >-Z. FOR WALK CONNECTIONS TO WEST GREENWAY CORRIDOR WALK REFER TO TERRA VISTA- WEST GREENWAY CORRIDOR LANDSCAPE PLANS. DRAWING NO. 1254-L, ORIGINALLY PREPARED BY LAND t CONCERN, LTD. THESE PLANS HAVE BEEN REVISED BY ARCHITERRA DESIGN GROUP TO REFLECT ( THESE CONNECTIONS. SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. FOR WALK CONNECTION TO WEST GREENWAY PARK REFER TO TERRA VISTA- WEST GREENWAY LANDSCAPE PLANS ORIGINALLY PREPARED BY LAND CONCERN, LTD. THESE PLANS HAVE BEEN REVISED BY ARCHITERRA DESIGN GROUP TO REFLECT THE NEW WALK. LANDSCAPE PARKWAY, SEE LANDSCAPE PLANS FOR PLANT MATERIAL, TRACT NO. 14803. EXISTING C.L. FENCE AND FOOTINGS TO BE REMOVED. i i l a LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Curter Dr. 8u1ts 128 Rancho 4reir mp CA 91730 OM 48426M FEK (909) 484-29D2 Rdod Vcnm,w»e. G Lic. 02834 AZ Lic. 028115 britt I . ur ~17 .LO v I CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH SRUC I AS 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 ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKM HIMSELF FAMRMR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL 13E RESPONSIBLE FOR ANY COORDINATION WITH t OTHER SUB -CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. 4. SEE GRADING PLANS FOR VERTICAL CONTROL. ' S. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE IOClIT10NS UNDER PAVED AREAS AS REOUIRED. REFER TO IRRIGATION PLANS. & PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH C�RADIETVTS TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. d. ALL CURVILINEAR WALKS, CURBS, HEADERHOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. I ALL WALKS SHALL BE �" . ?FLACK NATURAL COLOR WITH A MEDIUM BROOM FINISH. SIDEWALKS SHALL BE 4'-0" WIDE, UNLESS OTHERWISE DIMENSIONED. INSTALL EXPANSION JOINTS AT 2W -W- O.C. AND AT CORNERS. I 10. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES, AND/ d ELEVATION, • THE DESIGN ELEVATION SHALL TAKE PIIECEDENCE. LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Curter Dr. 8u1ts 128 Rancho 4reir mp CA 91730 OM 48426M FEK (909) 484-29D2 Rdod Vcnm,w»e. G Lic. 02834 AZ Lic. 028115 britt I . ur — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — —,— — — — — — \— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — �-- - �--- WEST GREENWAY CORRIDOR . A xy��o zp) IPA (� b to L� 9 ,t,��, 1 �— LIMIT OF ORK LINE :�A- ----- dA_ 31 mo mom rcl Ci \ \x rAM REFERENCE MAP �\ + 'Ile ,.• �x as asn \\ 1 1 CITY MAINTAINED AREAS "'`, LOT 8 LOT A 11c 1 "Dn STREET" It Ic 3 O.45'/. r $ A LIMIT OF WORK LINE ' MEYERS DRIVE�� A � - a: /REEENWAY(\ PARK it war away e%T/C MALT AIC. /4603_ �w A�'YER1 r*?1t_4*A4 lVWCZ7 Es I fX/or. &mWALX Ji I I c(/9T. c. a. SECTION A—A (No _ltk_-A[.0 ) I CONTRACTOR TO PROVIDE A SMOOTH SLOPE APPEARANCE PER P.C. WK15TXUC7'r6Jv N07-rS : - sl; Qi INSTALL /2'x /Z/' CArCH R SIA/ W/rH CA57- /Paw PARKWAY C,CATP rrK, 8rOOK5 aW&. AO 1Q/2 t� 1A."rAL.L 8~ PVC. 6DJL —35 . GRADNG PLAN Gam. rte: 1. ALL WORK SFK)WN HERMN SHALL BE DONE TN ACCORDANCE WITH THE CrrY OF RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND CHAPTER 33 OF THE 1994 UNIFORM BUILDING CODES. 2 PRIOR TO THE START OF GRADING, ALL EXI3T'ING VEGETATION AND DEBRIS, 24MUDING EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES, AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. 3. AFTER REMOVAL OF DEBRIS, ANY EXISTING FILL OR DISTURBED NATURAL SOILS SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. 4. THE EXPOSED SOILS SHALL. THEN BE INSPECTED BY THE SOILS ENGINEER AND ANY ADDITIONAL OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEERS RECON 4ENDATTONS AND AS CONTAINED IN THE SOILS REPORT. S. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCITES, BROUGHT TO PROPER MOISTURE CONTENT, AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY AS DETERMINED BY APPENDIX SECTION 3305 OF THE 1994 UNIFORM BUILDING CODE OR EQUIVALENT COMPACTION SHALL BE OBTAINED BY METHODS SPECIFIED BY THE sons ENGINEER. 6. IF ANY UNFORESEEN SUB -SURFACE STRUCTURES ARE ErNMUNIERED DURING CONSTRUCTION, THEY SHALL BE IMMMIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER BEFORE PROCEEDING FURTHER- 7. URTHER7. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. _ PRIOR To THE START OF ANY BUILDING CONSLRUCTION, THE CONTRACTOR SHALL FURNISH THE CITY WITH CERTIFICATIONS FROM THE CIVIL ENGINEER AND SOILS ENGINEER THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND THAT THE PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 9. NO GRADING SHALT, COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO THE START OF WORT, 10. RESpONSTBMXry FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE 1994 UNIFORM BUILDING CODE. 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UTILITY LINE BACKFILL INCLUDING, BUT NOT L R TIED TO SEWERS, WATER LINES, EL EC-MJCAL , GAS, AND LANDSCAPE IRRIGATION LINES. 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO FINAL BUILDING INSPECTION. LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Cwltaw• Dr. Suite 121 la echo Glicamo V CA 91730 F(9M1484-2802 Ricl w d Knwmvedo CA Lic. W834 AZ Lc. #M115 w PtypS =qP� �. KRUMbyJEG 'I� J LA � J 7 ,\Y Renewal \ 12_=ZZ Date �lE OF aV LOT 17 U. AN AS•GRAMM GRADM PLAN AND (ER11FICATTON OF COMMIANCE WITH SAID GRADING PLAN IS TO BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND AND PRIOR TO FINAL GRADING INSPECTION. 14. ALL SLOPES EXCEEDING S IN VERTICAL HEIGH I AND EXCEEDING 5:1 SLOPE ARE TO BE PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 13. NO ADJUSTIVEW OF ELEVATION SHALL BE MADE WIT'AOU I PRIOR WRITTEN APPROVAL OF THE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD. 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.5% WILL. BE WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. 17. ALL WALLS OVER 3 FEET IN FINISHED HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. I& ALL WORK WII'II 4 PUBLIC RIS-wAY REQUIRES SEPARATE PERMITS AND INSPECTION, ISSUED BY THE ENGINEERING DIVISION. It. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 FIRS IN ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT. EACH IMPORT SOURCE SHALL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE SITE. 20. AVE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY CONFORMS TO SOILS REPORT NO. DATED AND LE'T'TER OR REVIEW FOR (job address) DATED SOILS REPORT NO. PREPARED BY: EXPIRATION DATE: 21. TRE UNDERSIGNED CML ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTIONS IN ACCORDANCE WITH APPENDIX 3317.2 OF THE 1994 UNIFORM BUILDING CODE. J.M. MADOLE R.C.E. 4 14814 EXPIItATION DATE: �1-I F FT C)F • AUTOMATIC CONTROLLER/ ELECTRICAL P.O.C. AUTOMATIC CONTROLLER TO BE A CALSENSE ETI -I2 -DR WITH ANTENNA PORT INSTALLED WITHIN A STRONG BOX (SB) -24 SS/ 120 VOLT METERED CONTROLLER ENCLOSURE. MOUNT ANTENNA PORT (EPDXY-FILLED) ON TOP THE ENCLOSURE PER MANUFACTURER SPECIFI- CATIONS AND ATTACH COAXIAL CABLE. ELECTRICAL P.O.C.: DEVELOPER TO PROVIDE ELECTRICAL SERVICE FROM PROPOSED STREET / \ - _ LIGHT AS SHOWN. INSTALL NEW ELECTRICAL PULL BOX, 1 1/4" ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER I I SOCKET LOCATED IN ENCLOSURE. SCE CO. TO INSTALL METER HEAD AND LANDSCAPE CONTRACTOR TO CONNECT CONTROLLER, SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE. THE ACTUAL LOCATION OF THE ENCLOSURE SHALL BE DETERMINED - - - - - �� ----- - - - - - - - - - - - - - 2 36.5 BY A CITY REPRESENTATIVE. s 35.O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 112' 2240 S.F. 1/2' 2170 S.F. --�� _ >s.n i 3 3s.o 33.9 _ WEST GREENWA CORRIDOR - 6 35.4 -- S. F, i " 1 /2' 1800 S.F. 1 /2' 2645 S. F i 112 1890 �f- / ' • , / _^- ��-NIII- As fib, LIMIT OF WORK L 'T L40 C t y 1 f _ pm \\rzz , Yr li� 8 __* I I I - elf LOT 17 SITE REFERENCE MAP r /, r• LOT A I \ \ I / \ loop APP \ ` I =_ ------ \- --_- - - - - -_ = _ "Tl LI 1 l 1 ` 1 `\ r > �J t 1 \ WEST EENWA1 LIMIT OF WORK LINE 1� MEYERS DRIVE `�- MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2" DOMESTIC POTABLE WATER METER TO BE PROVIDED BY DEVELOPER. REFER TO UTILITY PLANS FOR ADDITIONAL, INFORMATION. EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) AND INSTALL A 2" REDUCED PRESSURE BACKFLOW PREVENTER, FEBCO 825-Y BV, AND A LINE SIZE GATE VALVE, WATTS 403 -RT -RW. INSTALL BACKFLOW WITHIN A -- /� STRONG BOX SBBC-45ALALUMINUM BACKFLOW ENCLOSURE. VERIFY FINAL LOCATION WITH CITY'S REPRESENTATIVE. WATER PRESSURE INFORMATION WAS OBTAINED LOT A • MAY 28,1996. STATIC WATER PRESSURE: 65 PSI \ SYSTEM DESIGN PRESSURE: 64 PSI PEAK IRRIGATION DEMAND: 37 GPM A PRESSURE LOSS CALCULATION IRRIGATION LEGEND IRRIGATION NOTES PROJECT: TRACT 14M LOT A&B BY: JAF/BDS , 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, STATIC PRESSURE HIGH: 70 psi LOW: 65 psi Im MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. E.-U.ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SOURCE OF INFORMATION: CARLOS FIMBRESCLARIFICATION ONLY AND SHALL BE INSTALLED IN SUPPLIER: CUCAMONGA COUNTY WATER DISTRICT ' : -2591 PLANTING AREAS WHEREVER POSSIBLE. PHONE NUMBER(909) 987 XER. REF. II: � RAIN BIRD 1806 -SAM -PRS -100 -LA POP-UP SPRAY HEAD 10' 0.39 30 VALVE STATION G.P.M.: Station: 35 ypm I 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM ` - RAIN BIRD 1806-SAM-PRS-I0T-LA POP-UP SPRAY HEAD 10' 0.52 30 AS INDICATED ON THE DRAWINGS WHEN IT IS ITEM: P.S.I. LOSS: OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUC- TIONS OR GRADE DIFFERENCES EXIST AND SHOULD WATER METER SIZE: 2• O 33 G.P.M. 1.00 n RAIN BIRD 1806 -SAM -PRS -IDH -LA POP-UP SPRAY HEAD 10' 0.79 30 BE BROUGHT TO THE ATTENTION OF THE OWNER'S BACKFLOW DEVICE SIZE: 2' O 35 G.P.M. 11.50 AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT r GATE VALVE(S): 2• 2' O 35 G.P.M. 3.00 kK RAIN BIRD 1806 -SAM -PRS -150 POP-UP SPRAY HEAD 15' 0.93 30 THIS NOTIFICATION IS NOT PERFORMED, THE COW 1 -2O MAINLINE (SCH. 40): 0 0 LF. O 0 G.P.M. 0.00 TRACTOR MUST ASSUME FULL RESPONSIBILITY FOR MAIN LINE (CL. 315): 2' 395' LF. O 35 Q.P.M. 3.95 RAIN BIRD 1806 -SAM -PRS -15T POP-UP SPRAY HEAD 15' 1.23 30 REVISIONS NECESSARY. FLOW SENSOR VALVE 1 1 1/4' O 35 G.P.M. 1.65 MASTER VALVE 1 2' O 35 G.P.M. 0.50 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING AUTOMATIC VALVE SIZE: 1 1/2' O 35 G.P.M. 3.00 A RAIN BIRD 1806 -SAM -PRS -15H POP-UP SPRAY HEAD 15' 1.85 30 PRESSURE SHOWN AT EACH POINT OF CONNECTION LATERAL LINE SIZE: 1/Y 0 LF. O 0 G.P.M. 0.00 WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON 3/4' 80 LF. O 6 G.P.M. 2.56 ; M RAIN BIRD T4 -PC -T -22 -1.3 -SAM POP-UP GEAR ROTOR 22' 1.3 35 SITE PRIOR TO CONSTRUCTION TO OWNER'S CON - 1' 20 L.F. O 9 G.P.M. 0.40 STRUCTION REPRESENTATIVE. 1 1/4' 8 LF. O 16 G.P.M. 0.12 j j 1 1/2' o L.F. 0 0 G.P.M. 0.00 C.L] . RAIN BIRD T4 -PC -T -22 -2.0 -SAM POP-UP GEAR ROTOR 22' 1.9 35 4. IT IS THE RESPONSIBILITY OF TFfE IRRIGATION CON- 2- 5 LF. O 35 G.P.M. 0.05 TRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE 2 1/2' 0 LF. O 0 Q.P.M. 0.00 n RAIN BIRD T4 -PC -T -22 -2.5 -SAM POP-UP GEAR ROTOR 22' 2.5 35 DIFFERENCES, LOCATION OF WALLS, RETAINING IRRtGAT10N HEAD PRESSURE: 30.00 WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS SYSTEM LOSSES SUBTOTAL: 57.73 FLOW SENSOR FM -1.258 FLOW SENSOR BY CALSENSE WORK WITH THE GENERAL CONTRACTOR AND OTHER 2 87 SUB -CONTRACTORS FOR LOCATION OF PIPE SLEEVES FITTING LOSSES(596 OF SUBTOTAL): THROUGH WALLS, UNDER ROADS, PAVING AND ELEVATION LOSSES /GAINS (ELEV.X.433) +l : 0 ® SUPERIOR 3100 2" MASTER VALVE NORMALLY OPEN GLOBE VALVE STRUCTURES. TOTAL SYSTEM LOSSES: 60.60 QFEBCO 825 -Y -BV 2" REDUCE PRESSURE BACKFLOW DEVICE S. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, AVAILABLE PRESSURE (LOW): 65.00 (•) DEFICIT OR (+) RESIDUAL PRESSURE: 4.40 I, METER, AND BACKFLOW PREVENTER TO BE OF MATE- RIAL REQUIRED BY CURRENT WATER DISTRICT. H WATTS 403 -RT -RW LINE SIZE GATE VALVE • • 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER . RAIN BIRD EFB-CP-PRS-B SERIES REMOTE CONTRC' VALVES- LOCATE IN SHRUB AREA- ENCLOSURE AND THE BACKFLOW PREVENTION SIZE AS NOTED DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 1 . RAIN BIRD 33 DNP 3/4" -NON -POTABLE QUICK COUPLER VALVE AT 150'0.C. MAX. i'. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPOW XER. REFr<II. SIBLE FOR THE INSTALLATION OF ADDITIONAL CALSENSE ETI -DR AUTOMATIC CONTROLLER TO BE MOUNTED IN STRONG SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED BOX METERED ENCLOSURE SB-24SS-120 VOLT. AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPER- XER. REF. H: APPROVED SCH 40 PVC NON -PRESSURE LATERAL LINE - 12" COVER - SIZES ATE SYSTEMS. NOTED 6. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFOR- �--�--•APPROVED SCH 40/CL 315 PVC PRESSURE MAIN LINE - USE SCH 40 FOR PIPE 1 1/2" MANCE AND TO PREVENT OVERSPRAY ONTO WALKS, AND SMALLER, USE CL 315 FOR PIPE 2"AND LARGER - STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE 18" COVER - SIZES NOTED RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCH1- PARK= APPROVED SCH 40 PVC PIPE SLEEVE - TWO TIMES DIAMETER OF PIPE TECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS. •. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN PROPOSED 2- WATER METER THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S AEPRESENTATIVE'S APPROVAL. 11. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRAC- TOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA WATER DISTRICT FOR COSTS AND INSTALLA- TIONS PROCEDURES. I NOTE: LOT B ALL NOZZLES LOCATED IN SHRUB AND GROUNDCOVER AREAS TO BE INSTALLED ON RAINBIRD 1812 POP-UP BODIES. CONNECT NEW IRRIGATION HEADS TO EXISTING PARK REMOTE CONTROL VALVE STATION NUMBER B-12. REFER TO TERRA VISTA WEST _ _ GREENWAY PARK PLANS ORIGINALLY PREPARED BY LAND CONCERN AND SUBSEQUENTLY REVISED BY ARCHITERRA DESIGN GROUP TO REFLECT I R I E f_ P I F I I C REVISIONS TO THE PARK. \' 1 " 23.5 LOT B: FOR REFERENCE ONLY: ry LANDSCAPE CITY o f ARCHITECTURE REFER TO WEST GREENWAY PARK SITE PLANNING K�,M PLANS FOR REVISIONS TO THIS AREA. ,yam 10630 Town Coxa Site 128 TERR/ J R' 9 °�Ojewmip LOT Aw ��f71 / �� \ • ' Renewal te7 f[ 484 -GONG RdrrA Km P" udr \ one �' CA It 1?834 lit !Al MSE/S rr DAL TM FREE DANNER COURT � CITY ENGINEER VALVE SIZING KEY [�_ _�_IN 1-800-422-4133 , i B.D.S. 917 LEAST Two DAYS i CI-'rryN 99:011you o� 1 "-20" VALVE t 4n G.P.M. B.D.S. I is oulo 9VrAC2 ALIVIT OF SOUTHEM cAc _ _VALVE SIZE -SQ-FOOTAGE _ CHECKED C R.W.K O A T 12. TYPICAL POINTS OF CONNECTION CONSISTS OF A NEW WATER METER, FOLLOWED BY A BACKFLOW PREVENTER DEVICE, FOLLOWED BY A PRESSURE REGULATOR OR PUMP (IF RE- QUIRED), FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL: CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. 13. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARAL- LEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. 14. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCE- MENT OF ANY WORK. ALL DISCREPANCIES SHALL BE RE- PORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 15. THE CONTRACTOR SHALL FAMILIARIZE FMMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACE- MENT, AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. 16. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE COW TROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 17. 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 A WEEK BETWEEN THE HOURS OF 9:OOP.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 16. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. SHEET OF BACKFLOW PREVENTER ASSEMBLY NIPPLE -TYPICAL (4) PLACES �•�_ •_•• -s -...- 9au aaddlow Em fcsltM 613BC-45AL' NIPPLE I 6' THICK X 12' WIDE K ~ ROUND PLASTIC VALVE BOX t CONCRETE PAD (LENGTH VARIESCOVER .,ETCHED 'IRRIGATION GATE' I BRASS WYE STRAINER PER SIZE/MANUFACTURER) (CARSON OR EQUAL) WITH 60 MESH 10 _ SLOPE TO DRAIN AT MINIMUM MONEL SCREEN 2% < 1.1 FINISH GRADE r UNION FINISH GRADE • •• • • • _ QU1� OR II I SII _I ••• II=1i - PIPE THROUGH-FIIIIIHIII II L VALVE - 1 1/2' OR SMALLER WITH�I (- 1 STAINLESS STEKW EL DLE Ii _ CONCRETE PAD Ell �TT- Tr Ti- - , •1 I � RESILIENT WEDGE - r OR LARGER WITH I I!I( II=III III -I III -1 NIPPLE - TYPICAL r-lIrl TE VALVE Y OPERATING NUT " s (2) PLACES 11 EPDXY COATED FROM WATER SOURCE III I1- 'IElI1= _ _ -1 _ SCH 40 PVC MALE -III-III II VALVE 90% COMPACTION- I I ADAPTOR b -� •' I REQUIRED , I ' • ID _ -ITN-III 11=1 I Tf =1 I t• I I W-► I II � ITii T- r .3 11=1Ti TO METER •e lir II I �I Illi ' • I (_ ' • UNE TO SYSTEMS CONCRETE THRUST BLOCK, ELBOW PER CCWD STANDARDS TYPICAL I, PLACES L11 I, -I .�: D.p '.�: DIP RIGID PIPE AND RELATED FITTINGS SHALL BE PER �1�II » • o CUCAMONGA COUNTY WATER DISTRICT STANDARDS. r I LI I I-1 CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO -III-II t� I I NOTES: CONSTRUCTION. 10I I -I :a. •► N �>~ :. 11k I 1=III- •> • •�•f• III -1 1. INSTALL PER LOCAL CODES. - - I L=I h 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 247 FROM ANY 111=1 I =I I (- STRUCTURES OR HARDSCAPING. 3/4' WASHED CRUSHED 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) AGGREGATE BASE MOUNT TEST COCKS ON OPEN OR NON -STRUCTURE SIDE. 4. ORIENT UNIT PARALLEL TO STREET. NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE Box. 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. 2. INSTALL CONTROL VALVES A MIN. OF 12' FROM STRUCTURES OR HARDSCAPINC. 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. DISIMILAR METALS. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND WHEN MAINLINE IS 3•' OR LARGER. VALVE NUMBER. BACKFLOW PREVENTER GATE VALVE SCALE: N.T.S. SCALE: N.T.S. POP-UP TURF HEAD BODY SET TO 1/4- ABOVE FINISH GRADE FINISH GRADE SCH 80 PVC NIPPLE (MINIMUM 2- LONG) SCM 80 NIPPLE - 6' LONG SCH 40 PVC TXT9o•ELL MARLEX 90• STREET ELL MARLEX 90' ELL NON -PRESSURE LATERAL FITTING NON -PRESSURE LATERAL LINE NOTE: I. LOCATE HEAD Z' TO 6' FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 6" POP-UP HEAD V SCALE: N.T.S. 24- CONTROLLER WITH ANTENNA STRONG SOX MODEL NO TO SPRINKLER - ANGLE PIPE TO ANT 1 ANTENNA PORT SB-24SS/120V a STRUCTURE OR NOTE: HARDSCAPING INSTALLATION/LOCATION ENCLOSURE TO K GROUNDED PER PER CITY AND CALSENSE LOCAL CODE. GROUND ROD TO BE ,111" MAXIMUM .I-1 I III III INSTALLED INSIDE ENCLOSURE ON • -f I I-III=1 SCH 40 BRASS NIPPLE 12' -1 II I II MODEL NO PER PLANS CONTROLLER SIDE. FINISH OUTLET IGFCq STAINLESS STEEL I I I GRADE I I I I TERM,NAL STRIPS TO ' MATCH CONTROLLER NIPPLE - 24' LONG II I I �+ 3'-fr X 3'-C X C CONCRETE MIN. IU I 2X "'FOOTING INSTALL A MINIMUM OF „ FIELD WIRES Y ABOVE GRADE AND SLOPE MARKED 'IRRIGATION RCV' TOP TO DRAIN AT MINIMUM OF 2%. I-III-1I1=1I II III=1I1=1I1= I -III -III I I 10 11=111-I I COMMON WIRE/CONTROL WIRES IN -I I I -I I I -I 1 I I III i t I -I 1 I- S SCHAD PVC CONDUIT. 120 VOLT WIRE IN RIGID STEEL I I CONDUIT (PER LOCAL CODE) 90• SWEEP ELL 6" MIN. FINISH GRADE TO POWER SIDE OF NET (TYP.) • 1 1 - ANT i ANTENNA PORT EPDXY HEAVY DUTY WEATHER - RESISTANT I FILLED LOCATED OUTSIDE OF PHOTO ELECTRIC SWITCH FOR SECURITY F BOX. INSTALLATION/LOCATION LIGHT AS REQUIRED PER PER CITY AND CALCENSE REP. SCONTROL I I r -� ELECTRIC METER PER SCE CALSENSE CONTROLLER MODEL N0. L _1 PER PLANS REFER TO CONTROLLER -) 1 REQUIRED IN51KLA71ON STD. J SECURITY LIGHT J TIMER REQUIRED PER L PLANS FINISH I GRADE S' GROUND ROD T SCH 40 CONDUIT I I I I ) I I FOR SECURITY LIGHT MIN. I I I(f WIRING. it 120 VOLT WOE IN RIGID IIF VALVE w/uNIDN . •• STEEL CONDUIT (PER - LOCK CODE) POWER PANEL ASSEMBLY _I - SCALE: N.T.S. HI -POP SHRUB HEAD BODY SET TO 1/4 . ABOVE FINISH GRADE FINISH GRADE SCH 40 PVC MARLEX 90• STREET ELL 901 STREET ELL LNON-PRESSURE MARLEX 90' STREET ELL LATERAL FITTING LNON-PRESSURE LATERAL UNE SCH 80 PVC NIPPLE TYPICAL (2), PLACES ANTI -DRAIN VALVE AS REQUIRED NOTE: 1. LOCATE HEAD 2' TO G• FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. 2. USE TEFLON TAPE ON ALL MALE THREADS. 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE COMPENSATING FEATURE AS PER THE IRRIGATION PLM(. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. &VA12" POP-UP HEAD W_ SCALE: N.T.S. STAND ALONE CONTROLLER WITH ANTENNA h TO SPRINKLER - ANGLE PIPE TO ANT 1 ANTENNA PORT EPQXY FILLED LOCATED STRUCTURE OR OUTSIDE OF BOX HARDSCAPING INSTALLATION/LOCATION QIL COAXIAL CABLE PER CITY AND CALSENSE REPRESENTATIVE:u ,111" MAXIMUM .I-1 I III III ' --- CALSENSE CONTROLLER • -f I I-III=1 SCH 40 BRASS NIPPLE 12' -1 II I II MODEL NO PER PLANS 120 VOLT DUPLEX ►�' CALSENSE HARNESS OUTLET IGFCq STAINLESS STEEL SCH 40 BRASS TERM,NAL STRIPS TO ' MATCH CONTROLLER NIPPLE - 24' LONG SIZE ATTACH IRRIGATION �+ LREMOTE PIGTAIL MFG io SCH 80 PVC 90' STREET ELL PER PLANS PLASTIC VALVE BOX „ FIELD WIRES ENCLOSURE MOUNT NOTES: I. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES LOCATION TO BE APPROVED IN FIELD BY THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 2 CONTROL WIRE SEQUENCE TO CORRESPOND TO THE PLAN'S DESIGN SEQUENCE OF REMOTE CONTROL VALVES. 3 RUN ONE EXTRA WIRE ICOLOR ORANGE) TO FARTHEST RCV ON EACH BRANCH OF THE MAINLINE FOR FUTURE USE. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE 4COMMON WIRE TO BE WHITEANO CONTROL WIRE TO BE RED IN COLOR 3 NO SPLICES -SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES A ANT 1 ANTENNA PORT TO BE CONNECTED TO DIGITAL TRUNK RADIO 10TA21 AND BE OPERABLE TO THE CITY YARDS CENTRAL COMPUTER SYSTEM PRIOR TO ACCEPTANCE" 7. ALL ELECTRICAL DEVICES SHALL BE GROUNDED PER LOCAL CODE CONTROLLER ASSEMBLY SCALE: N.T.S. RAIN BIRD 33 DNP WITH PURPLE . », RUBBER CAP - SUPPLY ONE KEY TO SPRINKLER - ANGLE PIPE TO PER 12 OCV'S INCLUDING HOSE SWIVELS. STRUCTURE OR HARDSCAPING FINISH GRADE - INSTALL IN SCH 40 PVC MALE ADAPTOR PLANTER BED ONLY ,111" MAXIMUM .I-1 I III III I I I�-,III-I • -f I I-III=1 SCH 40 BRASS NIPPLE 12' -1 II I II -� I I -I 11-I I I -I 1II- I I I I -III -1 I II I SCH 40 BRASS 90' ELL -III 11 I SCH 40 BRASS 90• STREET ELL STAINLESS STEEL SCH 40 BRASS SCREW CLAMP NIPPLE - 24' LONG MINIMUM (3) PLACES �+ io SCH 80 PVC 90' STREET ELL BAR STAKE PLASTIC VALVE BOX 124'R PRESSURE SUPPLY LINE FITTING PRESSURE SUPPLY LINE QUICK COUPLING VALVE SCALE: N.T.S. POP-UP TURF ROTOR BODY SET TO 1/4- ABOVE FINISH GRADE FINISH GRADE Ell SCH �IIII�I s SCH 80 PVC NIPPLE (MINIMUM 4- LONG) SCH 80 PVC NIPPLE SCH 40 PVC TYPICAL (2) PLACES T X T 90' ELL MARLEX 9O' STREET ELL I %- ANTI -DRAIN VALVE AS REQUIRED MARLEX 90• STREET ELL NON -PRESSURE LATERAL FITTING NON -PRESSURE LATERAL LINE NOTE: 1. LOCATE HEAD 2' TO C FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, AND EDGES OF LAWN. I" 2. USE TEFLON TAPE ON ALL MALE THREADS. ROTOR HEAD SCALE: N.T.S. CALSENS MOUNTING TEMPLATE FOR RADIO ANTENNA ANT -1 INSTALLATION 3•)116" J 7/16"- - 32 / 1.7116" 2" 1.19132" \ 1.5116" dig.' 1•K" / Mounting + Screw Holei (4) MOUNTING TEMPLATE BRASS NIPPLE J SCH 40 PVC SXSXT TEE ._ PRESSURE SUPPLY LINE NOTES: 1. INSTALL CONTROL VALVES A MINIMUM OF IT FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 0 -0 WHTE BLUE • RED BLACK ■IMIGATiON CONTROLLER PLASTIC VALVE BOX (CARSON OR _ EQUALI WITH PLASTIC INTEGRATED LOCKING LID PLACE AT GRADE IN TURF AREAS AND 3" ABOVE IN PLANT BED. PIG TAIL EXPANSION LOOP (MtN 24" LONGI -SNAP* TOTE- WATERPROOF • CONNECTOR OR EQUAL (' PIG TAR EXPANSION V LOOP IMIN.24' LONG) WATERPROOF ALL WIRE CONNECTIONS AS PER STD DETAIL $20 141-5. WMTE (COMMON) 411 SLUE VF 14 WI IRE S RED MASTER CONTROL BLACK • VALVE FLFF� FLOW METER DIAMETER SAME SIZE AS FLOW METER SIZE DIAMETER SAME SIZE AS FLOW METER SIZE MRVIMUM DISTANCE DOWNSTREAM OF UNINTERRUPTED PIPE ISX DIAMETER OF FLOW METER SIZE) MINIMUM DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (LOX DIAMETER OF FLOW METER SIZE( REMOTE CONTROL VALVE FLOW METER SCALE: N.T.S. SCALE: N.T.S. NIA IN hwil I IBM IN IN IN /INIRIN 1*1 AIN11 ffil, 11019 rr • rr NOTE: 1. PIGTAIL AND LOOP -CONTROL WIRE AT 90- CHANGES IN DIRECTION. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 1B' MIN. DEPTH 3' AND LARGER 24' MIN. DEPTH TRENCHING SCALE: N.T.S. I � RLq t fw.r � FNX Nut + � ere A/Mw•+0 _ comas cab.On lil pw WJ ETI M� ET t -DR _pR . CAI.SERSE . IT LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Canter Dr. Suite 128 Pwid 0 CIICaiTa CA 91730 (909) 484,800 Fax (909) 484-2802 R -m Knrwvmdr CA Lic. 12634 AZ Lir. 129113 NV Lir. 1446 RADIO ANTENNA INSTALLATION SCALE: HARDSCAPING(SEE NOTE 4) I1 � I I I 11-111-111 -I 111=I I I- �I I II 11111111- _-III - CLEAN BACKFILL - SEE SPECS FOR MATERIAL. I=I I ( 90% COMPACTION REQUIRED N �fl I F II 1S�ItOVIDE B' MMI. OF SAND -_IIIBEDDING AND SHADDING III11 Illi II III CONTROL WIRE SLEEVE - SIZE PER PLAN INSTALL 1111 ADJACENT TO PRESSURE SUPPLY LINE El I _I I I -I _ -- PRESSURE SUPPLY LINE III-) I I I I I -III -I -I 11-1 I I SLEEVE - SIZE TWICE I -I I 6- TYP DIAMETER R � PRESSURE NON -PRESSURE LATERAL LINE SLEEVE - SIZE TWICE NOTES: DIAMETER OF NON -PRESSURE I. ALL SLEEVES TO BE SCH 40 PVC. „ LATERAL LINE 2. -EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO C17Y STO. NO. 120 (24' MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). SLEEVING SCALE: N.T.S. SHEET OF TO SPRINKLER - ANGLE PIPE TO SPECIFIED DEPT" WITtI 45• ELLS SCH 40 PVC MALE ADAPTOR SCH BO PVC UNION -SNAP-TITr* WATERPROOF OR PVC NIPPLE CONNECTORS OR EQUAL S FBRASS ELECTRIC CONTROL VALVE �+ PLASTIC VALVE BOX MARKED 'IRRIGATION RCV' r (CARSON OR EQUAL) ETCHED WITH CONTROLLER AND VALVE SEQUENCE V i 6" MIN. FINISH GRADE SIDEWALK =1 I SO iI EN R SWHERE •• I1- _1 REQUIRED 3' • PIG TAIL EXPANSION =1 ]� LOOP (MIN. 24- LONG) f ( BRASS ANGLE 1 IIF VALVE w/uNIDN 10 3 -FLOW 3/4• WASHED . a Po;p z a abs CRUSHED AGGREGATE a l 11 � •:q I d' •1 b '7 ';' •.1 I L "__F-1 I i-11 I - I SCH 80 PVC NIPPLE - - CONTROL k COMMON WIRES BRASS NIPPLE J SCH 40 PVC SXSXT TEE ._ PRESSURE SUPPLY LINE NOTES: 1. INSTALL CONTROL VALVES A MINIMUM OF IT FROM STRUCTURES OR HARDSCAPING. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 5. ATTACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. 0 -0 WHTE BLUE • RED BLACK ■IMIGATiON CONTROLLER PLASTIC VALVE BOX (CARSON OR _ EQUALI WITH PLASTIC INTEGRATED LOCKING LID PLACE AT GRADE IN TURF AREAS AND 3" ABOVE IN PLANT BED. PIG TAIL EXPANSION LOOP (MtN 24" LONGI -SNAP* TOTE- WATERPROOF • CONNECTOR OR EQUAL (' PIG TAR EXPANSION V LOOP IMIN.24' LONG) WATERPROOF ALL WIRE CONNECTIONS AS PER STD DETAIL $20 141-5. WMTE (COMMON) 411 SLUE VF 14 WI IRE S RED MASTER CONTROL BLACK • VALVE FLFF� FLOW METER DIAMETER SAME SIZE AS FLOW METER SIZE DIAMETER SAME SIZE AS FLOW METER SIZE MRVIMUM DISTANCE DOWNSTREAM OF UNINTERRUPTED PIPE ISX DIAMETER OF FLOW METER SIZE) MINIMUM DISTANCE UPSTREAM OF UNINTERRUPTED PIPE (LOX DIAMETER OF FLOW METER SIZE( REMOTE CONTROL VALVE FLOW METER SCALE: N.T.S. SCALE: N.T.S. NIA IN hwil I IBM IN IN IN /INIRIN 1*1 AIN11 ffil, 11019 rr • rr NOTE: 1. PIGTAIL AND LOOP -CONTROL WIRE AT 90- CHANGES IN DIRECTION. 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 1B' MIN. DEPTH 3' AND LARGER 24' MIN. DEPTH TRENCHING SCALE: N.T.S. I � RLq t fw.r � FNX Nut + � ere A/Mw•+0 _ comas cab.On lil pw WJ ETI M� ET t -DR _pR . CAI.SERSE . IT LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Canter Dr. Suite 128 Pwid 0 CIICaiTa CA 91730 (909) 484,800 Fax (909) 484-2802 R -m Knrwvmdr CA Lic. 12634 AZ Lir. 129113 NV Lir. 1446 RADIO ANTENNA INSTALLATION SCALE: HARDSCAPING(SEE NOTE 4) I1 � I I I 11-111-111 -I 111=I I I- �I I II 11111111- _-III - CLEAN BACKFILL - SEE SPECS FOR MATERIAL. I=I I ( 90% COMPACTION REQUIRED N �fl I F II 1S�ItOVIDE B' MMI. OF SAND -_IIIBEDDING AND SHADDING III11 Illi II III CONTROL WIRE SLEEVE - SIZE PER PLAN INSTALL 1111 ADJACENT TO PRESSURE SUPPLY LINE El I _I I I -I _ -- PRESSURE SUPPLY LINE III-) I I I I I -III -I -I 11-1 I I SLEEVE - SIZE TWICE I -I I 6- TYP DIAMETER R � PRESSURE NON -PRESSURE LATERAL LINE SLEEVE - SIZE TWICE NOTES: DIAMETER OF NON -PRESSURE I. ALL SLEEVES TO BE SCH 40 PVC. „ LATERAL LINE 2. -EXTEND ALL SLEEVES 12' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO C17Y STO. NO. 120 (24' MIN. TO 36' MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). SLEEVING SCALE: N.T.S. SHEET OF " - �- SHEET OF SECTION PLAN 4'-0` LEGEND 1. INTEGRAL COLOR CONCRETE WALKWAY - FINISH AS SHOWN BELOW 2. 4" THICK CONCRETE WALKWAY 3. 90% COMPACTED SUBGRADE 4. 1/4"X 1" TOOLED SCORE JOINT PER CONSTRUCTION PLAN 5. MEDIUM BROOM FINISH CONCRETE 6. 1/2" THICK POLY FOAM EXPANSION JOINT WITH THIOKOL LATEX SEALANT BEAD AT TOP. REFER TO CONSTRUCTION PLAN FOR LOCATIONS CONCRETE PAVING SCALE: N.T.S. NOTES: I. REMOVE NURSERY STAKES 2. STAKES TO BE PLUMB AND PARALLEL. 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. N _ v S TOP TIE TO BE PLACED AS LOW AS POSSIBLE ON THE TRUNK XING TO f ALLOWTHE TREE. BUTT FOR WINO TOP OF STAKES BELOW FLEO NOT SO LOW AS TO LOSE HEAD OF TREE WHERE SUPPORT OR ALLOW SPECIES GROWTH HABIT PERMITS. THE HEAD TO DROP. MAIN TRUNK (2) SETS OF CINCH TIES SPACED 24 APART, ATTACH WITH GALVANIZED SCREWS TO 6' LODGE POLES. 12' MAX. 2- DIA* LODGE POLE PINE STAKES WITH WOOD PRESERVATIVE STAIN. DRIVE A MINIMUM OF 6- INTO UNDISTURBED SOIL AND POSITION STAKES OUTSIDE ROOT BALL. ARBOR GUARD IN TURF AREAS AND FRONT YARDS. TOP OF ROOTBALL TO EXTEND 2• ABOVE FINISH GRADE. TIGHTLY COMPACTED Y BERM TO FORM WATERING BASIN FOR RESIDENTIAL .AND GROUND COVER INSTALLATIONS. LOCATE OUTSIDE OF PLANT PIT, BERMS IN TURF AREAS TO BE REMOVED PRIOR TO CITY ACCEPTANCE. 11111 - •. 1111 � I I �I .., (III ROOT BALL I I NATIVE BACKFILL WITH NO 11 I 1 II I I ROCKS GREATER THAN Y DIA. 11=III=1II=III 1- I I I=I I I -I I I=III- I I I=1 I I=1 I L=1 11 F -I I I-1 I E=1 I[ -:::I I L=1 I I-1 I I-1 I I=_I I I-! I A 11=1 I I-1 11= I S I -I I 1 � I-1 � I�I 1I - 1I I t=I 11=f I I-1 11=I 11-11 =1 11 -1 I I -I 11=11 CI 1 t -I NATIVE SOIL tHKJISTURBED IA%L TWICE ROOT BALL WIDTH TREE PLANTING I 4�r_;_K SCALE: N.T.S. WATERPROOF EXPANSION JOINT COLD JOINT EXPANSION JOINT SCORE JOINT LEGEND: 1. CONCRETE PAVING, 2. 1/4• TOOLED RADIUS. s. WATERPROOF SEALANT. COLOR TO MATCH PAVING. SUBMrr 0OLOR SAMPLES PRIOR TO INSTALLATION. 4. 1/2' POLY FOAM EXPANSION JOINT W/ TEAR -AWAY TOP. SEE SPECS. 5. COMPACTED SUBGRADE PER SOILS REPORT. CONCRETE HEADER - 1/2- RADIUS EXPOSED EDGES ( NSTALLATGFINISH � RADE LEVEL AT SWALE CROSSINGS) FINISH GRADE /3 RE -BAR CONTINUOUS (UNLESS OTHERWISE INSTRUCTED) 'NOTES: 1. PROVIDE SCORE JOINTS AT 10'-cr O.C. AND 3/i' EXPANSION JOINTS AT 20'-0" O.C. NED TURF AND 2 Ir WIDE CONCRETE HEADER BETWEEN CITY-MAINTAI GROUND COVER AREAS AND BETWEEN CITY -MAINTAINED TURF AND PRIVATELY -MAINTAINED AREAS. 3. CONCRETE TO BE 520-C-2500 MIN. PAVING JOINTS CONCRETE MOWSTRIP SCALE: N.T.S. SCALE: N.T.S. TOP OF ROOTBALL TO EXTEND Y ABOVE FINISH. GRADE -__ TIGHTLY COMPACTED Y BERM TO FORM DEPRESSED WATERING BASIN.. 4" WOOD CHIP MULCH. PLANT PIT TO BE (2) TIMES THE WIDTH OF THE ROOT BALL. NATIVE BACKFILL WITH NO ROCKS GREATER THAN Y DIAMETER. UNDISTURBED NATIVE SOIL. NOTES: 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL. DO NOT CRACK ROOT BALL. SHRUB PLANTING SCALE: N.T.S. -XERISCAPE ASSESSMENT._ SYSTEM SUMMARY POINTS REFERENCE L LANDSCAPE (Pofnt Value) CLAIMED (,SHEET #/REF.0) 1. Water Conserving plants. (20) 20 L -6/L 1 2. Turf limited to 25% (45% residential. (20) 20 L-6/1.2 3. Plants grouped by watering need. (10) 10 L--6/1.3 • 4. Hardscape (non -irrigated) surfaces. (10) 10 L-2/1.4 5. Low -Water turf varieties. (5) 5 L-6/1.6 6. Mulch provided in non -ground cover areas. (5) 5 L-6/1.7 7. Soil amendments. (5) 5 L-9/1.8 Total Points Claimed: Total Points Claimed: 75 (Mipimum Points Required: (Minimum Points Required: 60) * Points claimed for E.T. sensor controller. SCALE: LIMIT OF PLAT s, NOTE: 1. ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS: SEE LEGEND FOR SPACING REOUIREMENTS. 2. WHERE PLANTED ADJACENT TO WALLS, WALKS. CURBS OR SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING FROM SUCH LIMITS. SEE LEGEND FOR SPACING REOUIREMENTS. 3. SPACING REOUIREMENTS SHALL GOVERN THE FINAL OUANTITIES OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE L"LEND ARE 'ESTIMATES ONLY. SHRUB SPACING SCALE: N.T.S. - .9 SCALE: ti- 1RRiG MONff VAtue) 1. Low gallonage irrigation system. (20) 20 L-4/11.1 2. Automatic controller. (20) 20 L-4/11.2 3. Designed to water plants by watering needs. (10) 10 L-4/11.3 4. Soil moisture sensors. (10) - • 5. Rain sensors. (5)* 5 L-4/11.5 6. Wind sensors. (5) - - 7. Sensitive to slope factors. (5) 5 L-4/11.7 8. Reclaimed or recycled water. (5) - - Total Points Claimed: 60 (Mipimum Points Required: 60) * Points claimed for E.T. sensor controller. ._ SCALE: w onrn•nu.n /nn..nerrc ur.nre 4" OF COMPACTED WOOD CHIP MULCH. FINISH GRADE JnVYLL HV, CVVG COMPACTED NATIVE SOIL NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH. THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLANS AND BLEND INTO EDGES AT GROUND COVER AREAS. 3. MOISTEN MUCH AFTER INSTALLATION TO ASSIST IN COMPACTION. 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. MULCH INSTALLATION SCALE: N.T.S. SCALE: SCALE: CURB.AND GUT L # r STORM DRAIN/UNDERGROUND UTILITIES I I • ETIUTY 'OLE i I S.L METER 10' 5' \ U * MIN. \\ STRUCTURE eq. CATCH BASIN TRANSFORMER VAULT. NOTES: # 1. TREE SPACING SWL CONFORM TO PLANS APPROVED BY THE CITY ENGINEER 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LNE.OF.SIGHT CRITERIA AS APPROVED BY TRAFFIC ENGINEER. 3. -AT ALL LOCAL RESIDENTIAL/LOCAL RESIDENTIAL NTERSECTIONS PLACE 1st PARKWAY TREE AT A MIN. OF 25' FROM BCR OR ECR. 4. MAINTAIN 5 FEET FROM CENTER OF TREE. IO EDGE OF ALL UNDERGROUND FACILITIES. IN ADDITION MAINTAIN 10' FROM CENTER OF TREE TO ALL UTILITY OWNED WATER k SEWER LATERAL LINES. 5. TREES SHALL NOT BE LOCATED ON PROPERTY LINES. 6. STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO THE CITY STANDARD PLANS. 7r« .TREE PLACEMENT SCALE: N.T.S. II ill LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Canter Dr. SEta 19A _ Poxho Cucel, amp CA 91730 MM 484-2800 Fox (909) 484-2902 'ANpSCAPF lWo Knsnw" RUIA {�2� q�'C, CA Lit rAr,44 AZ Lir. Mi NII Le. 0446 S / f i t' J -S lu Ile"ew•I • it - SHEE I OF CITY OF RANCHO CUCAMONGA - PLANTING AND IRRIGATION SPECIFICATIONS SPRINKLER IRRIGATION SPECIFICATIONS PART I - GEN AI . 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, and services necessairy to furnish and install the Irrigation System as shown on the Drawings and described herein. B. Su mdw& All work and materials shall comply with goveerning erodes, safety orders, standards, said regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition 1.02 QUALITY ASSURANCE A REQUIREMENTS A. Permits and Fees: The Contractor shall obtain and pay for sty and all permits and all observations as required. B. Manufacturer's Directions: Manufacturer's directions said detailed drawings shall be followed in all cases where the manufacturers of articles used in this Contract furnish directions covering points not shown in the Drawings and Specifications. C. Ordi maces and Regulations All local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a pan of these Specifications, and their provisions shall be carred out by the Contractor. Anything contained in these Specifications shall not be construed to cortf ict with any of the above rules, regulations, or requirements of the same. However, when these Specifications and Drawings call for or describe materials, workmanship, or construction of a better .quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence.. , D. Explamtion of Drawings: i . Due to the Sale of the Drawings, it is not possible to indicate all offsets, fitting, sleeves, etc., which may be required. The Contractor shall carefully investigate the structural and (►rushed conditions affecting all of has work and plan his work accordingly, furnished such fittings, etc., as may be required to meet such condition. Drawings are generally diagrammatic and indicative of the work to be installed The work salt be installed in such a manner as to avoid conflicts between the imgation system, planting and architectural lectures. 2. All work called for on the Drawings by no or details such be furnished and installed whether or not specifically mentioned in the specifications. 3. The Contractor scall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences, or discrepgncies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the City of Rancho Cucamonga In the event this notification is not performed, the Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material list: 1. The Convactor shall famish the articles• equipment. materials. or processes specified by name in the Drawings and Specifications No substitution will be allowed without prior written approval by the City of Rancho Cucamonga 2. Complete material list shall be submitted prior to performing any wait. Materiallist shall include the manufacturer, model number, and description of all materials and equipment to be used Although manufacturer and other information may be different, the following is a guide to proper submittal format: Item No D=MZ= M' AMdKItiLLf HCl Nin. 1 Backflow Preventer Fcbco 925 -1' -BV 2 Automatic Controller Calsense ETi-DR 3 Master Valve Superior .3100 N/O 4 Etc. Etc. Etc. Irrigation submittal must be specific and complete. All items moist by listed and . _ should include solvent, primer, wire, connectors, valve• boxes, etc. No copies of manufacturer's literature (catalog cuts) we required as submittal information. 3. The Contractor may submit substitutions for equipment and materials listed on the Drawings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials installed or furnished without poor approval of the Ciry of Rancho Cucamonga may be rejected and the Contractor may be required to net. ve such materials from the site at his own expense. S. Approval of any item, alternative or substitute indicates only that the product or products apparently meet the requirements of the Drawings end Specifications on the basis of the information or samples submitted. 6. Manufacturer's warrantees shall not relieve the Contractor of his liabiltty sander the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS: 1. The Contractor shall provide and keep up-to-date a complete record set of blueline ozalid prints which shall be corrected daily, showing even change from the original Drawings and Specifications and the exact installed locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the City of Rancho Cucamonga at cost. This set of drawings shall be kept on the site and shall be used only as a record W. 2. The Contractor shall make neat and legible notations on the record drawing progress sheets daily as the work proceeds• showing the work as actually installed. For example, should a piece of equipment be installed in a location that does not match the plan, the Contractor must indicate that equipment has been relocated in a graphic manner so as to match the original symbols as indicated in the irrigation legend The relocated equipment and dimensions will then be transferred to the original record drawing plan at the proper time 3. Before the date of the final observation, the Contractor shall trarsfer all information from the "record drawing" prints to a sepia mylar or similar mylar material. Arrangements shall be made through the city for obtaining said sepia mvlar or similar mylar material All work shall be to waterproof India ink and applied to the mylar by a technical pen made expressly for use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel A Esser, or Faber Castell. The dimensions shall be made as to be Basil) readable even on the final controller chart (see Section C). The original mylar "record drawing" plan shall be submitted to the City of Rancho Cucamonga for approval prior to the completion of the . controller chart. 4. The Contractor shall dimension from two (2) permanent points of reference, such as building comer, sidewalk edges, road intersections• etc., the location of the following items: a Connection to existing water lines. b. Connection to existing electrical power. e. Gate valves. d. Routing of sprinkler pressure lines (dimension .rale. 100' ahiotg routing). e. Sprinkler control valves. f Routing of control wiring and locations of all splice boxes. g. Quick coupling valves. h. Stub -outs for future connections. i. Other related equipment as directed by the City of Rancho Cucamonga. S. On or before the date of the final field observation, the Contractor shall deliver the corrected and completed sepias to the City of Rancho Cucamonga Delivery of the sepias will not relieve the Contractor of the respotmsibility of furnishing required 'information that may be omitted from the prints. C. Controller Charts: 1. As -bunts drawings shndl be approved by the City of Rancho Cucamonga before controller charts are prepared. 2. Protide one controller hart for each eorttrolle sequence. 3. The dart stall show the area cohtioi by the ononatie oorhtrolkr sed dEM be tie Maximum size which the oontrolkr door will allow. 4. The chart is to be a rednr , I draw* of the stead insal4ed syssertt. However, in tie even the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a sine that will be readable w! reduced. S. The chart shall be a block lute or bhreline ozalid print and a differettt color shall be used to indicate the area of coverage for each station. 6. When completed and approved, the chart shall be ate rteticaily sealed between two pieces of plastic, each piece being a minimum 20 mils. 7. These charts shall be completed and approved prior to the final field observation of the irrigation system. D. .Operation and Maintenance Manuals: 1. Prepare and deliver to the City of Rancho Cucamonga within ten calendar dans prior to completion of construction, two hard -cover, three ring binders containing the following information S. Index shat which states Contromes name. address, and telephone number, and which lists each installed equipment and material item including names and addresses of manufactures hal representatives. b. Catalog and parts sheets on every material and equipment item installed . under this Contract. C. Guarantee statement. d. Complete operating and tneattentartce astructions on all major equhipmeert 2. In addition to the above mentioned maintenance manuals, provide the City's maintenance personnel with imuucions for mayor equipment and show evidence in writing to the City of Rancho Cucamonga at the conclusion of the project that this service has been rendered. E. Equipment to be Furnished: 1. Supply as a part of this contract the following tools: a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. b. Two (2) four -foot valve keys for operation of gate valves. C. Two (2) keys for each automatic control ler. d. One (1) quick coupler key and matching hose swivel for every five (5) or fraction thereof of each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the City at the conclusion of the project. Before final observation an occur, evidence that the City .has received material must be shown to the City of Rancho Cucamonga. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A Handling of PVC pipe and fittings: The Contractor is cautioned to exercise care in handling, loading. unloading. and storing PVC pipe and finings All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to under bending or a concentrated external load at any point Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.05 SUBS I I I U I ONS A. .If the Contractor wishes to substitute any equipment or materials for the equipment or materials listed on the Drawings and Specifications, he may do so by providing the foliowmng information to the City of Rancho Cucamonga for approval 1. Provide a statement indicating the reason for making the substitution Use a separate street of paper for each item to be submitted. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted. 3. Provide the arnainnt of cost savings if the substituted item is approved. B. The City of Rancho Cucamonga shall have the sok responsibility in accepting or rejecting any submittal item as an approved equal to the equipment arhd materials listed on the Drawings and Specifications. 1.06 GUARANTEE A. The guarantee for the irrigation system shall be made in accordance with the attached form The General Conditions and Supplementary Conditions of these Specifications shall be filed with the City prior to acceptance of the imgation system. B. A copy of the Guarantee form shall be included in the operatias and mraintermhcr manual. C. The guarantee form shall be re -typed onto the Contractor's Jetterthead and shall contain the following information: GUARANTEE FOR IRRIGATION SYSTEM We thereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Drawings and Specifications, ordinary wear and tear, unusual abuse, or neglect excepted We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional costs to the City We shall make such repairs or replacements within a reasonable time, as determined by the City, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: LOCATION: SIGNED. ADDRESSED: PHONE: DATE OF ACCEPTANCE PART 7 -PRODUCTS 2.01 MATERIALS A. General: Use ordy thew materials of brands and types noted on drawings, specified herein, or approved equals. B. PVC Pressure Main Line Pipe avid Fittings: 1. Pressure main line piping for sizes 2" and larger shall be PVC Class 31 S. 2. Class 315 pipe shall be made from an NSF approvead Type 1, Garde !, PVC compound conforming to ASTM resin specification D1794. All pope must meet requirements as set forth in Federal Specification PS -22-70, with an appropriate standard dimension (S.D.R.) (Solvent -weld Pipe). 3. Pressure main line piping for sizes I4R" and smaller shall be PVC Sc eduk 40 with solvent welded joints. 4. Schedule 40 pipe stsall be made from NSF apprrnrd Type 1, Grade 1 PVC compound conforming to ASTM resin specification D1795. All pipe must meet requirements as set forth in Federal Specification PS -21-70. S. PVC solvent -weld fittings shall be Schedule 40, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe abd fittings shall be of type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: L Manufacturer's urine b. Nominal pipe size C. Schedule or class d. Pressure rating in P.S.I. e. NSF (National Sanitation Foundation) approval L Date of extrusion 9. All fittings "I bear the manufactures none or aadernarit, material designation, size, applicable I.P.S. schedule and NSF seal of approval. - C. PVC Non -Pressure Lateral Line Piping: I. Non -pressure betrioad Weral lake piping shall be PVC Schedule 40 with solvent -weld joints when installed in planting areas. 2. Non -pressure lateral Brae piping ithstalled under paved areas shall be PVC Schedule 40 with solvent welded joints. 3. Pipe shell be made from NSF approved, Type 1, Grade Il PVC eornhpotnhd conforming to ASTM resin specification D1794. All pipe must tree t requirements act forth in Federal Specification PS -22-70 with an appropriate standard dimension ratio. 4. Except as meted in paragraphs 1, 2, and 3 of this section (2.01B), all requirements for non -pressure lateral line pipe and fittings shall be the same as for solvent -weld pressure main line pipe and fittings as set forth in section 2.01 B of the Specifications. D. Brass Pipe and Fittings: 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification #WW -P-351. 2. Fittings shall be red brass conforming to Federal Specification #WW -P460. E. Copper Pipe slid Fittings: 1. Pipe: Type K, hard tempered. 2. Fittings: wrought copper, solder joint type. 3 Joints shall be soldered with silver solder, 45% silver, i 5% copper, 16'X1 stint, 241A cadmium, solidus at 1125° F, and liquidus at 1145' F. F. Valves: 1. Ball Valves (I rh" and smaller) a Bell valves shall be a 125 lb SWP bronze valve with dreaded ends and shall be equipped with a stainless steel handle. b. Ball valves shall be similar to those manufacturer by Nibco or approved equal. C. All Ball valves shall be installed per detail. ,2. Resilient Wedge Gate Valve (2" and larger) a. Resilient Wedge Gate valves shall be epoxy coated and equipped with a 2" operating nut. b. Resilient Wedge Gane valves shall be No. 403 RT -RW as supplied by Watts or approved equal. C. All Resilient Wedge Gate valves shall be installed per detail. G. Quick Coupling Valves: 1. Quick coupling valves shell lave a brass, two-piece body designed for working pressure of I50 P.S.I. . 2. Quick coupling valve shall be operable with a quids coupler key. Key size and type shall be as shown on the Drawings H. Backflow Prevention Units: 1. Backflow pievemion unit cull be of size and type indicated on the irrigation drawings. Install backflow prevention units in accordance with the Drawings. 2. Wye strainers at backflow prevention units shall have a bronzed screwed boy with 60 mesio morel screen and shall be similar to Bailey 010013 or approved equal. 3. All pressure main line piping between the point of connection and the backflow preventer shall be installed as required by local code. The Contractor shall verify with the local governing body as to material type and installation procedures prior to start of construction. Submit shop drawing for approval. 1. Check Valves: I . Swing check valves 2' and smaller shall be 200 pound W.O.G. bronze construction with replaceable composition, neoprene, or rubber disc and shall meet or exceed Federal Specification WW -V --SID, Class A, Type IV. 2. . Ami -drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti -drain valve shall be field adjustable against drawout from 5 to 40 feet of head. Anti -drain valve shall be similar to the Valcon "ADV" or approved equal. J. Control Wiring: 1. Except as noted otherwise, connections between the automatic eonrolleem and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wiring installed in control wire conduit within structure shall be made with AWG -TW solid copper wire. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturees specifications and wire chart. In no case shall wire size be less than #14. 2. Wiring shall occupy the some trench and shall be installed along the same torte as pressure supply or lateral lines wherever possible. 3. Where more than one (1) wire is placed in a trench, the wiring shalt be taped together at intervals of fifteen (I S) feet. 4. An expossion curl shall be provided within three (3) feet of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnecting the control wires. Control wires shall be laid loosely in trench without stress or stretching wire conductors. S. All splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, Rainbird Snap -Tile wire connectors., or approved equal. Make only one splice with each connector scaling pack. 6. Field splices between the automatic controller and electric control valves will not be allowed without prior approval of the City of Rancho Cucamonga. K. Automatic Controller: 1. Automatic controls) shall be of size and type shown on the Drawings. 2. Final location of automatic cortroller(s) shall be approved by the City of Rancho Cucamonga. 3. Unless otherwise noted on the Drawings, the 120 Yoh electrical power to each automatic controller location is to be furnished by others. The final electrical hook- up shall be the responsibility of the Contractor. L. Electric Control Valves: . I . All electric control valves shall be the same size and type shown on the Drawings. 2. All electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. M. Control Valve Boxes: 1. Use 10' x 10-3/4` round box for all gate valves. Carson industries 119 1 0-1 211 with green bolt -down cover or approved equal. Extension sleeve shall be PVC with minimum sine of six (6) inches. 2. Use 9-112" x 16" x 11 " rectangular box for all electric control vahres. Carson Industries 0 1419-12B with green bolt -down cover or approved equal. 3. Use 6" diameter x 9-3M" deep round pontic valve box for all quick cooing valves. Carson Industries # 609-12 with green flex -lock cover or approved equal. 4. Use 9-1R' x 16" x 11" mctw4tuiw box for all a leco ccom l valves astelled what on -grade landscaped areas. Carson lrmhmries # 1419-12B with green bolt -down cover or approved equal. S. Use IT x 10-1/4" round box for all quick coupling valves installed within on - structure landscaped areas. Carson Industries No. 910-12B with green bolt -down cover or approved equal. N. Sprinkler Heads: 1. All sprinkler heads shall be of the sane size, type, and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as shown on the Drawings and/or specified in these special provisions. 2. Spray heads shall have a screw adjustment. 3. Riser units shall be fabricated ui accordance with the details shown on the drawings. 4. Riser nipples for all sprinkler heads shall be the some size as the user opening in the sprinkler body. S. All sprinkler heads of the sane type shall be the sane manufacturer. O. Sleeving: 1. Sleir ing under has dscape or paved areas for mainline, lateral lines or convol wiring shall be Schedule 40 P.V.C. or approved equal. P. Vandal Resistant Controller Enclosure: 1. Controller enclosure shall be of size and type shown on the Irrigation Drawings ori Irrigation Detail sheet. 2. A backboard shall be secured to the controller enclosure housing to provide abuse for mounting the automatic sprinkler controller and terminal strip. 3. A 117 volt duplex box shall be provided with an On/Off switch, and a 117 voh receptacle. Metal conduit shall run from the 117 volt supply to the controller i housing. All power within the housing shall be properly phased 4. A terminal strip shall be provided, clearly indicating the proper points of oxituheet.on of all appropriate wiring (station valves, master valve, common, central control) Q. Miscellaneous Irrigation Equipment: 1. Refer to the Irrigation Plan for sines and types of miscellaneous hrrigation c"ipmertt. 2. All miscellaneous irrigation equipment shall be as specified or approved equal. PART 3 - EXECI MON 3.01 OBSERVATION OF SITE CONDITIONS A. All scaled dimensions are app, ximate. The Contractor shall check and verify all size: dimensions and receive approval from the City of Rancho Cucamonga prior to proceeding with work under this Section. B. Exercise extreme tare in excavating and working near existing utilities. The Convector shaft be responsible for damages to utilities which are caused by his operations or neglect. Check existing utilities drawings for existing utility locations. C. Coordinate installation of sprinkler materials including pipe, so there shall be no interference with utilities or other construction or difficulty in planting trees, shrubs, and ground covers. ' D. The Contactor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the irrigation system. 3.02 PREPARATION . A. Physical layout: 1. Prior to installation, the Contractor shall size stake out all pressure suFply lines, raring and location of sprinkler heads. 2. All layout shell be approved by the City of Rancho Cucamonga prior to installation. B. Water Supply: 1. The irrigation system shall be connected to water supply point(s) of connection ars indicated on the Drawings. 2. Connections shall be made at the approximate location(s) shown on the Drawings. The Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for any and all automatic tmntiollers shall be made to electric point(s) of connection as indicated on the Drawings. 2. Connections cull be made at the approximate location(s) shown our the Drawings. The Contractor is responsible for minor changes cause by actual site conditions. 3.03 INSTALLATION ' A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench Lay pipe to an even grade. Trenching excavation shall follow layout indicated on the Drawings and as noted. 2. Provide for a minimum of twenty-four (24) inches cover for all irrigation lints installed under paving or hardscaping. 3. Provide for a minimum of twenty-four (24) inches cover for all pressure supply lines of three (3) inches or larger in diameter. 4. Provide for a minimum of eighteen (I 8) inches cover for all pressure supph• lines of two and one half (2'/,") inches or smaller S. Provide for a minimum of twelve (I 2) inches for all non -pressure lines. 6. Provide for a minimum cover of eighteen (19) inches for all control wiring. 7. Refer to City Standard 120 "Trench Repair" when within City streets susceptible to traffic loads. B. Backfilling: 1. The tiencl shell not be bacldlled until all required tests we performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from Jorge clods of earth or stones. Backfill shall be mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in planing arras. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than one-half ('/2) inch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the City of Rancho Cucamonga 4. If settlenrertt occurs and ttotibsequen somtr lents in Pipe, calves, s,rinki" reads, lawn, planting, or other construction are necessary, fire Contractor stall lark- all required adjustments without cost to the City. C. Trenching and Backfill Under Paving: 1. Ttenehes torted under areas where povitrg asphaltic concrete, ere corneae wiM be installed, shall be backfilled with sand (a layer four (4) inches below the pipe and six (6) inches above the pipe) and compacted in layers to 95% compaction, using manual or mochas ial tamping devices. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm unyielding condition. All trenches shall be left flush with the adjoining grade. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. 2. 'Generally, piping corder existing walks is done by Peking, boring, or hydraulic driving, but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as a part of the Contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the City of Rancho Cucamonga. No hydraulic driving will be permitted under concrete paving. 3. Refer to City Standard 120 *Tea h Repair" when within City streets susceptible to traffic loads. D. Assemblies: i. Routing of sprinkler irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a nwaser as to conform with the details in the Drawings 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. .3. Install all assemblies specified herein in accordance with respective detail. In absence of detail drawings or Specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of City of Rancho Cucamonga. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, said moisture before installation. installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. S. Ow PVC to meat no wee ctiaea, the Ca &mMr shall work the metal ooeuhectim first- Teflon irstTeflon tape or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. Light wiend preasuue is all that is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be solvent welded. E. Line Clearance: 1. All lines shall have a minimum clearance of six (6) inches from each other and twelve (I 2) inches from lines of other trades, with the exception of the control wire sle rve(s) which shall be installed adjacent to pressure supply line. Parallel limes shall not be installed directly over one another. F. Automatic Controller Assembly: Install as per manufacturer's instructions. Remote Control valves shall be connected to controller in numerical sequence as shown on the Drawings. G. High Voltage Wiring for Automatic Controller: 1. 120 volt power connection to the automatic controller shall be provided by the Contractor. 2. All electrical work shall conform to local codes, ordinaries, and union authorities having jurisdiction. H. Remote Control Valves: I . Install where shown on the Drawings. Where grouped together. allow at least twelve (12) inches between adjacent valve boxes Install each remote control valve in a separate valve box. 1. Flushing of System: I . After all new sprinkler pipe lines and risers are in place and cormecte d, all necessary . diversion work has been completed, and prior to installation of sprinkler heads, the control valves stall be opened and full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the city of Rancho Cucamonga. J. Sprinkler Heads: 1. Install the sprinkler beads n designated on The Drawings. Sprinkler Beads to be installed in this work sail be equivalent in all respects to those itemized. 2. Spacing of' 1, shall not exceed the.. innut indicated on the Drawings. In no cow shall the spacing exceed the maximum recommended by the manufacturer. 3.04 TEMPORARY REPAIRS The City reservers the right to melee temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the City shall not relieve the Contractor of his responsibilities under the trams of the guarantee as herein specified. 3.05 EXISTING TREES Where it is necessary to excavate adjacen to existing trees, the Contractor shall use all possible are to avoid injury to trees and tree roots Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent sarong or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots one (1) inch and larger in diameter shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to tree should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.06 FIELD QUALITY CONTROL A. Adjuastmem of the System: I . The Contractor shall flush and adjust all sprinkler heads for optimism performance aid to prevent ovemp, y onto walks, roadways, and buildings as much as possible. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Conbww shall be accomplished within ten (I 0) days after notification by the City. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the Drawings. S. Rain Bird EFB-CP valva will be set per manufacturers specification so that each lateral operates at design pressure. B. Testing of imgation System: 1. The Contractor shall request the presence of tie City of Rancho Cucanmonga in writing at least 48 hours ui advarmce of testing. 2. Test all pressure lines under hydrostatic pressure of 150 pou. per square inch and prove watertight. Note: Testing of pressure main livres shall occur prior to installation of the eh'ctric control valves. 3. All piping under paved areas thrall be tested underhydrostsuc presme of 150 pomhds per square inch and proven watertight prior to paving. 4. swum Iii ssetre in lives for rot less than set (6) low . iff lab develop. twee joints and repeat we until entire system is proven watertight. S. All ln*ostatic tests shall be tmade ordy in the presence of the General Contr'aetor ad the City of Rancho Cucamonga. No pipe shall be backfilled until it has bem observed, tested, acid approved in writing. 6. Finnish necessary force ptrnp and all other est apipnherht. 7. When the irrigation systen is Con.pkted, Perform s coverage test in due presethoe ef the City of Rancho Cucamongadetermine to deteine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct anv inadequacies of coverage due to deviations from the Drawings, or where the system has been willfully installed as indicated on the Drawings when it is obviously inadequate, without bringing this to the attention of the City of Rancho Cucamonga. This test shall be accomplished before any grand cover is planted. 9. Upon compktion of each phase of work, the a nthe system shall be tested and adjusted to meet site requirements. 3.07 MAINTENANCE A. The entire irrigation systenh shall be wrier full satornatic operation fora period of severi (7) days prior to any planting. B. The Ciry of Rancho Cucwnmp reserves the ftM to warive or shorten the operation period. 3.09 CLEAN-UP Cleary-thp shall be made as each portion of wont progresses. Refuse and acods dirt sraN be renieved (tarn the ape, all walks and paving shall be bloomed or washed down, and any damage sustained on the work of others shall be repaired to its original condition. 3.09 FiNAL SITE OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each system in its entirety for the City of Rancho Curamorhga at time of final observation. Any items deemed not acceptable by the City of Rancho Cucamonga shall be reworked to the complete satisfaction of the City of Rancho Cucamonga. B. The Contractor shall show evidence to the City of Rancho Cucarnonga tat the City has received all accessories, dharts, record drawings, and equipment as required before final site observation can occur. 3.10 SITE OBSERVATION SCHEDULE A. The Contractor shall be responsible for notifying the City of Rancho Cucamonga in adv- ice for the following observation meetings, according to the time indicated: 1. Pre -Job Conference - 7 days 2. Pressure supply line installation - 24 bars 3. Lateral line and sprinkler installation - 24 hours 4. Automatic controller installation - 24 hays S. Control wire installation - 24 hays . 6. Pressure supply lithe and lateral line testing - 411 hays 7. Coverage test - 49 hours 9. Final observation - 7 days B. When observations have been conducted ether charm the City of Rancho Cuarnongk show evidence in writing of when and by whom these observations were trade. C. No site observations will commence without "As -Built" record drawings. The contractor shall not call for a site visit without "As -Built" record drawings, without completing previously noted corrections, or without peepanng the system for said visit. 4N� �1f P. OF I `%� i,i /• � .�i3/ ., LANDSCAPE ARCHITECTURE SiTE PLANNING 10630 Tcxvn Csnbet' Dr. SAB 128 Flenc�h o CA 91730 PM 484,08M Fox (909) 484.2802 fieto Knxnwm& a tie. #2694 AZ Lia:. #29115 Wtr Le. #446 SHEET OF CONCRETE SPECIFICATIONS PART I GENERAL 1.01 De ompboit For eooerete mformatien refer to tits Standard Specifications for Pubtw Works Construction (Green Boost: Edition per the City of Rancho Cucamonga) Refer to Setx;uom 4, 201, 303, and 400, as well as any other secuoru related to the installation, per and post installation of concrete work, materials, labor, and clean-up The Standard Specifications for Public Works Construction is available from: Bl Building News 3055 Overland Avenue Los Angela, CA 90034 (310)202-7775 1.02 Scope Furnish and install all concrete work complete as indicated on the drawings or as specified, including, but no; limited for the following A. Furnish and set all reinforcing steel, bolts, and anchors. B. Install all items required by other trades which are to be cast into concrete. C. Concrete mow strips, footings for walls, fencing, posts, benches, etc., where applicable. 1.03 Protection All firnshed concrete work shall be barricaded to pedestrian traffic for three (3) days. Barricade stall be placed ►mediately after concrete finishing Contractor shall furnish, place and remove all of his own bamcades Contractor shall be responsible for any damage to new construction and replacement or repair of the work shall be made without added cost to the City. 1.04 Clean-up Upon completion of all concrete work and before final acceptance, the Contractor shall remove all tools, surplus matenals, apparatus, debris, etc. from the site and the site shall be left in a clean, neat condition acceptable to the City. PLANTING SPECIFICATIONS PART 1 - .FN RAI 1.01 Scope of Work Contractor shall provide all materials, labor and equipment incidental to and necessary for completing all work, as indicated on the drawings, as reasonably implied, or as delineated in the Specifications as follows. 1.02 Standards. All work and materials shall comply with governing codes, safety orders. standards, and regulations, and meet the minimum requirements of the Standard Specifications For Public Works Construction (Green Book) latest edition. 1.03 Quality Assurance. A. All Contractors performing Site Devek+p+ment work, must be licensed in accordance with the laws of the State of California. B. Contracto- shall provide the Landscape Architect and the City with a list of Subcontractors and Matenal Suppliers expected to be emploved during the course of construction. C. Contractor shall obtain and keep in force Public Liability and Property Damage Insurance, during entire course of the Construction Contract. The amount of insurance shall be determined by City. D. Prior to ran of site development work, the Contractor shall notify the Landscape Architect and City to give starting and completion data Contractor shall also supply the Landscape Architect and City with the name and telephone number of the person in charge of the work. 1.04 Responsibilities and Coordination: A. Permits The Contractor shall obtain and pay for all permits and inspections required by governing authorities for the work to be performed. B. Existing Conditions: The Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work under this contract The Contractor "I verif,6 the location and depth of all underground utilities prior to start of work. C. Temporary Utilities: The Contractor shall apply for and pay all cost incurred for all temporary utilities such as water, electrical power and gas as required by him for the ,construction of the project. Temporary services shall be coordinated with the City and other contractors on the job site. D. Survey. Reference Points, and Elevations: The Contractor is responsible for establishing all surveys• reference points and elevations required by him, and shown on plans for proper execution of site construction. E. Traffic: The Contractor is responsible for all temporary traffic barriers and detours required by turn for the construction of the project. All temporary traffic barriers and detours shall conform to all conditions required by the City or governing authonues. 1.05 Defective and Unauthorized Work: All work which is determined by inspection to be defective in its construction or deficient in any of the requirements of the plans and specifications, shall be remedied or removed, and replaced by the Contractor at his own expense in a manner acceptable to the Landscape Architect and City. e 1.06 Inspections The Contractor shall arrange for inspections by notifying the Landscape Architect, City and governing authorises. 24 hours prior to time of inspection, unless otherwise noted Inspections shall be as listed below. but not necessarily in this order Only the inspection pertaining to the project scope of work will apply: Rough Grading. Drain Lines and Catch Basins. Irrigations (main line pressure, coverage & system operations test) Soil Preparation and Finish Grading. Plant Matenal (delivery & placement). Substantial Completion lnspection.(at completion of landscape improvements) - 7 Days. Final Inspection (after maintenance period) - 7 days. The contractor stall arrange a Preconstruction job conference with the LarAhcope Architect and City a minimum of seven (7) days pnor to the beginning work. 1.07 Guwanties A. Plant Material: All trees, •alrrubs, ground cover; bedding plains and lawn shall be guaranteed from date of final acceptance of landscape construction for periods as follows. Trees 24" box & larger 1 yew Trees IS gal. & smaller 1 yew Shrubs All sizes 120 days Ground Cover 120 days Bedding Plant 120 days Lawn (sod) 120 days Lawn (seed) 120 days from first nrowing Guwsnte es begin after the project accepumce by City and at the card of the l 1110 -day maintenance period Landscape Contractor shall replace and plant all materials 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 material is not replaced and planted within the 5 day period, City may replace dead material with new material and charge the Landscape Contractor for all expenses incurred. B. Construction Materials: The contractor shall guarantee all workmanship and materials for all site development, for a period of one year from date of final acceptance of project. 1.08 Material and Labor Releases: Upon completion of the work, the Cormaetor shall present to the City, signed copies of all labor and matenals releases for all work performed under Site Development. 1.09 Disposal and Clean-up: Remove all waste material (including excavated material classified as tmaeceptabfe soil material), trash and debris generated or encountered during the course of landscape construction, and legally dispose of it. During the course of the work, remove surplus materials from the site and leave premises in a neat and clean condition. Clean up and remove all remaining debris and surplus materials upon completion of work, leaving the premises neat and clean. The site shall be cleaned upon the request of the inspector. PART 2 - FXECLrrION 2.01 Protection- Keep rotectionKeep all plain material delivered to site qt a heahhy condition for planting. Plants shall not be allowed to dry out Bare root stock shall be separsted and heeled -in, in most earth or other suitable material until planting Balled and burlapped plants shall have root ball covered with moist sawdust, wood chips or other suitable material until planting. 2.02 Installation: Detailed layout of plants within the planting areas shall be petfonrted by Contractor and approved by the Landscape Architect and City prior to planting. Soil excavated from planting holes shah be amended to backfill wound trees and shrubs using the following mixture .Native, On -Site Soil with rock no greater than 3" in diameter Gro Power Plus, 5-3-1 15 lbs/cy iron Sulfate 2 Ibs/cy (To be used for bidding purposes only, verify with Agronomic Soils Test.) After backfilling, construct a 3" earthen berm to form watering basin around each plant, to allow thorough water -in and establishment. Prior to installation of turf and ground cover, remove water basin from mow trees and shrubs. Berms in turf areas to be removed prior to City acceptance. PART 3.01 3 . SOIL PREPARATION AND FINISH .RADIN . Scope of Work: A. Provide all materials and equipment, and perform all work necessary for and incidental to the soil preparation and finish grading of all planting and lawn areas as shown on plans, as reasonably implied, or as delineated in the specifications. B. Furnishing, placement and grading, of topsoil for backfilling of planters if required. C. Cleaning and finish grading of planters areas and planting areas. 3.02 Topsoil: A. Existing on-site soils listed as'acceptable' under 'Site Grading specification. B. Topsoil imported to site for use as fill, backfill in planters and mounding. shall be sandy textured. Silt plus clay content of this soil shall be no greater than 151/: by weight. The boron content of this soil shall be no greater than I part per million as measured on the saturation extract. The sodium absorption ratio (SAR) shall not exceed 3.0 millimohos per centimeter a: 25 C. in order to ensure conformance, samples of the imported soil shall be submitted to an agronomic soils testing laboratory• approved by the project Landscape Architect for analysts prior to use Result of testing; to he delivered to City for approval. Soil test to include analysis and recommendations 3.03 Soil Amendments: XER. REF, 1.8 All soil amendments shall be as specified in the Agronomic Suitability/Fertility sioils report famished by the Contractor 3.04 Soil Preparation: All work on irrigation system shall be complete and inspected for recommended approval and, fine grading completed, prior to rototilling and prior to soil amendment work. After rough grades have been established, prepare all lawn and planting areas by tilling or cross ripping to a depth of 12". All rock and debris more than 2" in diameter shall be removed from the site, except for areas that are to be sodded, in which all rock and debris more than i" in diameter WWI be removed. Apply , spread, and rototil in all soil amendments as recommended to a depth of V. Water wea thoroughly after rototilling is complete. Incorporate evenly into the top 4' to 6" the following for each 1,000 square feet of planting area: 4 cubic yards of nitrotized Redwood or Fir shaving or equal. 200 lbs. of Gro -Power or approved equal. The above soil conditioning are minimal qualities only and should be used only for bidding pin loose. because soil conditions may change drastically from the time these specifications were developed to the time the actual soil conditioning take place Therefore, the Contractor shall obtain his own soils analysis at a rate of one per every 25,000 square feet of planted area. These soil tests shall be conducted by an approved Agronomic soils testing laboratory approved by the project Landscape Architect and City. Copia of the soil test to be provided during the Pre -construction job conference. 3.05 Finish Grading: After rototilling operations are complete, grade areas to establish finish grades for planting. All flow lime shall be maintained and proper tolerances shall be met after settlement at the end of the project maintenance period Finish grading shall leave surface of the ground uniformly smooth and free of abrupt grade change. 3.06 Coordination: Weed abatement work shall be coordinated with the installation of the irrigation system rototilling PART and soil amendment work, and planting. (See Weed Abatement section). 4 TREES AND SHRI IRS 4.01 . Scope of Work: Provide all material, equipment, and labor eeeessary to install all trees and shrubs as shown on plaits, as reasonably implied and as delineated in the specifications. 4.02 Products A. jam) - Plant names indicated on the drawings conform the "Standard Plant Names" established by the American Joint Committee on Horticulture. Except for names covered therein, the established custom of the nursery is followed. B. edition - Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests, or their eggs, and shall have healthy, nonnal root systems, well -filling their container, buy not to the point of being root bound. Plants shall not be pruned at anytime, and in no case shall trees be topped. C. Trees and shrubs shall be growing at a recognized nursery in accordance with gamd horticulture practices and shall be of the size and caliper normally associated with the container size specified on plans. Removal of all tags, labels, nursery stakes and ties from all plant material prohibited until the airproval of the Landscape Architect or City. D. All plant material delivered to the site showing sigm of damage or disease oris insufficient in size to carry out the intent of the planting plan will not accepted and will be replaced at Contractor's expense. E. tmm ofPlants - Shall be as stated on the Plan. Container stock (1 -gallon, 5 -gallon, and 15 - gallon) shall have been grown in containers for at least one (1) year, but not over two (2) years F. Substitutions - Substitutions for indicated plant material will be permitted provided the substitute materials are approved in advance by the City, and are made at no additional cost to the City. Except for authorized variations, all substitute plant materials shall conform to the requirements of these specifications. G. Plants Not ARpRgvtd - Plants not approved are to be removed from site immediately and replaced with suitable plants The City reserve the right to reject entire lots of plants represented by defected sample. H. Stake all trees, as per details immedistefy'after planting to prevent wind damage. 1. Plant trees that we to be located in lawn or ground cover areas after finish grades are first established and allow at least 7 calendar days prior to installation of said lawns or ground cover to provide for thorough watering of trees. All planting holes shall be excavated as defined on appropnate details. 4.03 Soil Amendments: Soil smendmertts shall be as recommended in the Agronomic soils report 4.04 Trees Sika: Tree stakes shall be lodge pole pine tree stakes. Sex tin staking detail on plans for further information PART 5 - GROUND COV .R AND RFIDDING PI ANTS 5.01 Scope of Work: Provide all materials and equipment and perform all work necessary for and incidental to installing all ground cover and bedding plants, as shown on plans, as reasonably implied, or delineated in the specifications. 5.02 Bedding Plants: Pe:rertitial and Arrmal: Provide bealthy container grown plants from a recognized nursery, and of the species and variety shown an plans. 5.03 Grow Cover: Ground Cover- Provide ground cover of the species shown on plans. Ground cover shall be established and well rooted in flats or similar containers. 5.04 Mulch: Mulch: Shall be of compacted wood chip fiber. 5.05 Coordination: A. Do not have plants delivered to the job site until site conditions are ready for planting If planting is delayed, keep plant roots moist and place in a sheltered location protected from the sun, wind and other damaging elements. B. Soil preparation and fisc grading shall be completed and trees and shrubs installed prior to bedding plants and ground cover planting. 5.06 Installation: Plant ground cover and bedding plants in moist soil and space as indicated on plans. Each plant shall be planted with its proportionate amount of soil so as to minimize root disturbance. Soil moisture shall be such that soil does not crumble when removing plants from container. Regrade planter areas after planting, to restore smooth finish grade and to insure pope. surface drainage A 4" laver of mulch material shall be spread over the entire planter area after grade is established. Watering shall begin immediately after mulching. (Grading shall accommodate the mulch) 5.07 Protection: Erect temporary fencing or barriers to protect planted areas from damage prior to final acceptance. PART 6 -WEFD ARATEMFNT 6.01 Scope of Work: Provide ail material, equipment, and labor necessary to perform all work as indicated on plants, as reasonably implied, and as delineated in the specifications. 6.02 Quality Assurance: A. The Applicator of all weed conte mmnal stall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses Oat are required. B. All materials and methods must conform to Federal, State, zed Local Regulations. 6.03 Submittal: Prior to the installation of any weed com, I materials, the Landscape Contractor shall submit to the Landscape Architect/City a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Land -cape Contractor and Landscape Architect and City data to demonstrate the compatibility of the weed control materials and methmis with the intended planting and seed varieties present. 6.04 Responsibility and Coordination: A. Landscape Contractor is srspomibk for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify the public. B. No material or methods shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than 10 days from date of application. 6.05 Non -Selective Her-bicide : Non-selective contact herbicide and/or ran -selective systemic herbicides (as recommended by the Pest Control Advisor) 6.06 Selective Herbicides: Selective pre -emergent herbicides compatible with seed mixtures (as recommended by the Pest Control Advisor) 6.07 Weed Eradication: If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these area per Pest Control Advisors recommendations. A. , Prior to the installation of the irrigation system remove and clear all weeds and deleterious materials from planting areas. Allow herbicide to kill all weeds. Rake or hoe oar all dead weeds to a depth or 1 " - r below the surface of the soil. Physically remove all weeds from the site. PART 7 - LANDS .APF MAINTENANCE 7.01 Scope of Work: - Provide all materials, labor and equipment necessary for, or incidental to, performing all maintenance requirements ars reasonably implied or as delineated in the specifications including, but not limited to the following: Maintain all plarrts and planted areas. Keep planted areas free of weeds and debris. Prune trees and shrubs. Fertilized all plants and planted areas. Irrigation. Insecticide spraying. 7.02 Fertilizers A Commercial fertilizers with an analysis of 5 -3 -1 -Gro -Power Plus, and 124-8 Gro -Power Controlled Release Nitrogen, as designated herein or approved substitute as required by the Agronomic soils report. Available from Gro Power (909) 393-3744. B. Ammonium Sulfur: Granular form containing not less than 21% nitrogen and 24% sulfur and shall be registered as an agricultural muter, with the State Department of Agriculture in compliance with Article 2 - "Fertilizer Materials," Section 1030 of the Agricultural Code. 7.03 General Maintenance shall start immediately after landscape irrigation and planting. Maintain all plants and planted areas on a continuous basis as they etre installed during the progress of the work, and continue to maintain them until final acceptarice of total project. Replace any dead or dying plants as directed by the Landscape Architect and City representative. A. Irrigation: Operate irrigation system on an established program to maintain all plants and planted areas in a healthy condition Irrigation system run-off shall be kept to a minimum Damage to irrigation system resulting from maintenance and equipment and/or maintenance personnel, shall be restored to ata original condition at no cost to the City. Failure of any part of the irrigation system shall be brought to the attention of the City. No repairs other than emergency repairs shall be accomplished without written permission from the City. B. Weed Control: Keep all planted weas free of weeds and debris by cultivating areas at intervals not to exceed 10 calendar days. The Contractor may elect to remove such concesntiatiers of weeds martially or by an approved herbicide program. C. Pest Control: Spray all plants and planted areas at beginning of maintenance program and as may become necessary thereafter by an approved method of pest control, to keep all plants and planted areas free of insects and disease. Method shall be reviewed by the City prior to any applications. Pest Control shall include Gopher control. D. Pruning: Prune all plains as designated and directed by Landscape Architect, at start of maintenance program and continue to prune plants as directed or as may become necessary until the end of the maintenance program. Remove trash weekly. Edge ground covet to keep in bounds and trim top growth as necessary to achieve and overall even appearance. Exterminate gophers and moles; repair damage. PART 8- AECEPTANCE OF PROJECT 8.01 General: Upon completion of installation, a maintenance period of a mini rmrm of 180 days for all landscaped areas is required prior to final acceptance of the work by the City. The Commencement date for the maintenance prod shall commence upon written approval for all phases of planting installation by the City Public Works Inspector Maintenance period shall be adequate to verify plant characteristics and establishment. A iwo inspections shall be made that affect the establishment, period: The ft after all plantings have been completer installed in order to approve the beginning of the establishment period, and (hr scco at the end of the establishment period If plantings are not acceptable at the end of the 180 day period, due to defective maintenance, then continue establishment until all work meets with the Specifications and can be approved B. At termination of establishment period all plant material shall be live, healthy, urdamaged, and free of infestation. Inferior plantings shall be replaced and brought to a satisfactory .condition before final acceptance of work will be made. All arca.- shall be neatl) raked and free of weeds. LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Town Center Or. suite 128 _ Fiendto Cucamonga CA 91730 (809) 484-2800 Fax (909) 484-2802 Rdwd Knxwmsde CA Lc. 02834 AZ Lc. #29115 W Lie. 0446 -1 CItSHRIF'TIC'N Of REVISIrIN PATE APPROVE CITY of RANCHO CUCAMONGA TERRA V I STA TRACT NO. 14803 LOT A A06LBTTLANDSCAPING PLANTING SPECIFICATIONS APPROVED B)I: DATE/ R R1JCEQ N/p-L.24953 2-4f'd9 53CITY ENGINEE DESIGNARCHITERRA DESI ROUP RECOMMENDED J -M-^• LANDSCAPE ARCHITCTURE SITE PLANNING 10630 TOWN CENTER DR. DRAWN RANCHO CUCAMONGA, CA. 91730 SHEET J.M.C. (909) 484-M L-9 OF --9- CHECKED RLANO. 2834AW N N0. R•WWK. DATE FILE No F1604-1