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HomeMy WebLinkAbout1676-L DEVELOPER/ovKIZR LANDSCAPE ARCHITECTUPvAL PLANS T _ ie' Id tonePtACT15814STREETSCAPE FIELDSTONE COMMUNITIES, INC. HIGHLAND ROCHESTER LARKDRIVE 14 CORPORATE PLAZA, NEWPORT BEACH, CA 92660 (714) 640-9090 LANDSCAPE MAINTENANCE DISTRICT VICIRITY MAP GE RAL NOTES SHEET WMX 1. THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE COVER SHEET L-1 LANDSCAPE ARCHITECT AND THE CITY. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. CONSTRUCTION PLAN L-2 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE CURRENT STANDARD CONSTRUCTION PLAN L-3 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4• THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY CONSTRUCTION PLAN L-4 __FUTURE_RO_UTE 30 DAMAGE INSURANCE AS REQUIRED BY LAW. 5° CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT IRRIGATION PLAN L-5 HIGHLAND AVE. 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. LARK DR PROJECT SITE 6. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR AND ALL IRRIGATION PLAN L-Q w RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. :3 7• WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED WITHIN THE R.O.W. UNLESS DETAILED CONSTRUCTION AND STRUCTURAL CALCULATIONS RiRtGATION PLAN L-7 HAVE BEEN APPROVED BY THE CITY ENGINEER. IRRIGATION PLAN L-8 BASELINE ROAD Al�' ► 8- SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2' WIDE FLAT AREA AT THE TOP OF SLOPE, AND ALL SLOPES SHALL HAVE A 1 FOOT = O WIDE FLAT AREA AT THE TOE OF SLOPE. PLANTING PLAN L-9 9. UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT PERIOD SHALL COMMENCE, AND UPON WRITTEN VERIFICATION FROM THE INSPECTOR THAT FOOTHILL BOULEVARD ESTABLISHMENT IS ACCOMPLISHED, AN ADEQUATE MAINTENANCE PERIOD (TYPICALLY 180 DAYS) SHALL COMMENCE. SAID MAINTENANCE SHALL PLANTING PLAN L-10 CONCLUDE ONLY AFTER VERIFICATION OF LEAF-OUT, FALL COLOR, FLOWER COLOR, OVERALL PLAIT HEALTH, AND WITH CITY COUNCIL ACCEPTANCE 1h OF THE IMPROVEMENTS. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL PLANTING PLAN L-11 REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. PLANTING PLAN L-12 VICINITY MAP 10' APPLICATION OF ANY CHEMICALS SHILL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. CONSTRUCTION DETAILS L-13 NOT TO SCALE ll* CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER 760 - 438 - 0525. 12• CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWNG CRITERIA CONSTRUCTION DETAILS L-14 BETWEEN CITY-MAINTAINED TURF AND CITY-MAINTAINED SHRUB AREAS - 8" WIDE X 8" DEEP CONCRETE HEADERS SPECIFICATIONS L-15 BETWEEN CITY-MAINTAINED TURF AND ANY PRIVATE-MAINTENANCE - 8" WIDE X 6" DEEP CONCRETE HEADERS s BETWEEN CITY-MAINTAINED G.C. AND ANY PRIVATE-MAINTENANCE - 6" NIDE X 6" DEEP CONCRETE HEADERS BENEATH METAL FENCING ADJACENT TO CITY MAINTENANCE - 6" WIDE X 6" DEEP CONCRETE HEADERS SPECIFICATIONS L-16 13. MEANDERING SIDEWALK LAYOUT, WHERE SHOWN, IS CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT SHALL BE MADE IN THE FIELD, AND ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT PLANNER, MAINTENANCE RESPORSI ILITY MAP PRIOR TO FINAL CONSTRUCTION. CONSULTANTS 14. PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE FOLLOWING CRITERIA: « PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. PRIOR TO THE COMMENCEMENT OF ANY PLAITING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. s ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. « ALL PUBUC TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. LANDSCAPE MAINTENANCE AREA • PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. LANDSCAPE MAINTENANCE AREA SHEET'S L-2 L-5 L-9 �- -- SHEETS L-3,L-6,L-10 ENVIRONS CIVIL ENGINEER 15. ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL !3E CAMPL1tTEb 1N ACCORDANCE WItN 1T-IE CURREM' STATE OF C/�[.1FORNtA DEPARTMI�iT' 0'f I , TRANSPORTATfM SPECIFICATIONS. SHOULD A CONPI.ICr ARISN bMNFN THI! CONTRACT PLANS, SPECIFICAMOHS, AND/DR PF-TAILS PRNPAREV LANDSCAPE HUNSAKER b ASSOCIATES RIVERSIDE B`( THE p ERM I tTI�, Tw SIA e5 s7, m r fz q I Ff CA-r10 5 SIF A5 DORM fN S� T H V_ STATES r-K7T1 VE. I sic �L.c. G�veRrr, �r R�PR� 1285 COLUI4�lA DRIVE, SUITE A AIGAZ�ND A ARCHITECTURE sCAv�f RIVERSIDE, CA 92507 K• F . _ 226 W.FOOTATI,L BLVD.s[m'E C C[.AREMONT,CA 91711 34t a CONTACT: PAUL >,�DDLESTON (909) 352-7200 PHONE&FAX (909)626-4663 � ti� - – — Signature _ w � 1C/31/00 I , Renewal Date 01 —. ._ .–. ..-.� ..�. r. ^+• I vim, \C -- cr CA t�F .� — LANDSCAPE QUANTITIES —' -" TOTAL S.F LANDSCAPE AREA: HIGHLAND AVE 13,006 S.F. ROCHESTER AVE 17,843 S.F. LARK DRIVE 19,028 S.F. s .._. f `-Z7 — --; TOTAL ACRES LANDSCAPE AREA: HIGHLAND AVE .29 ACRES ROCHESTER AVE .41 ACRES LARK DRIVE .44 ACRES -- -- � CIJCA3foQ Mopi�Y DI la Du HI-HLRNF AVENUE FrR 00 CALTFAf49-5RTs L-rz3 5- t3 6 Eciv�,�aws257 OF L.M.D. SHALL BE HARDSCAPE = 12,469 S.F. O TOTAL S.F. CREDIT FROM SIDEWALKS OVER 4' WIDE 7,906 S.F. TOWARDS HARDSCAPE REQUIREMENT G MY DESCRIPTION OF REVISION DATE AIPPRO%ED: -- �" Went" • _ -- -� 257 HARDSCAPE REQUIREMENT (12,469 S.F.) MINUS SIDEWALK CREDIT (7,906 S.F.) = 4,563 S.F. CITY OF RANCHO CUCAMONGA LANDSCAPE MA ANNE TOTAL S.F. COBBLE AREA: HIGHLAND AVENUE — 6,131 S.F. ROCHESTER AVENUE — 3,114 S.F. 9,245 S.F. TOTAL TRACT 15814 STREETSCAPE SHEETS L-4,L-7,L-11 TOTAL STREET TREES PER STREET: ►—� -- HLAN HI G DVE A ROCHESTER AND LARK HIGHLAND AVENUE GEIJERA PARVl0llA 4 - 24g0 X 0 O COVER SHEET - - - -- LAGERSTROEMIA INDICA 41 - 15 GAL. APPROVED BY: , / / ` G DATE: N V CITY ENGINEER `''�-�L � � r�;� RCE: 244,53 ROCHESTER AVE N.. NUE - BRACHYCHITON POPULNEUS 31 - 15 GA DESIGN PLAN PREPARED BY: RECOMMENDED RHUS LANCEA 16 — 15 GAL EN "F4" ENVMONS 3-z"'4-s9 A._. . _ DRA" LANDSCAPE ARCHITECTURE SHEET - sHEETS L—e,L-12 LARK DRIVE — LK?UIDAMBAR STYRACIFLUA 42 — 15 GAL "M POMMLBLVD.avrMC • CLARMONT,CA"7i1 L.1 LANDSCAPE MAINTENANCE AREA PRONE s FAX ("626- 663 --OF�= CHECKED _ DWI FRENCH R.L.A. NK> 3416„ DRAWING NO. DATE 10-31-00 FILE No - 6 PROJECT SHT« NO. OF -- — — — GROUT ALL CELLS SOLID �� �� �� �-��� � ���� ��� � � � � � �� � � �� �..■. �� �. � � �� � �� �� � �� � � � .� �� � �� �� � �_ � � �� � �- � �-_.. 1-1/?' d' BACKFILL: 90X COMPAC7101Y — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —= 4' St Z 1 HIG - WAND A VENUE �- o� ) b = O •A. SW i l ■ ' , TIMj WW Lm W aw W MAS SO& it Ile 5, 3 0 • APPROVED BY STOICS DOOR. ie T ' TP. i 2 '° oo ° 00000 ° o o ° ° ° ° ° o ° ° ° oo ° Is, eauvR�EPOCKET �� O�C. W 4 ooNr. 000000 0 o°o°o°o°o°o°o °o°o°o°o°o°o°o°o°o °o°o°o O °°°°°°°O°°° °o°o °o°0 0 o°0°0°0° o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°o 00 00 00 00°00000°00 0°000000°0°00 'o-.'-o-. ® I_ W w 71E W E �I1� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000 0 5' RAO TTP. R1 W _ o o 3 s RAD TYP. " �it °0°0°°0 °°o°o° 0 0 0 4' 0 0000 0000000 00000 0 0PVFM70 PW XX 40 0°0°0°0 o°o°o o — W PSE W 1 CF OF 'GRAVEL 22A- _ Z. W11UPPED M fXTER FAARK' a: 3 RAD TYP. 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LOVER OOIIEL IEEE TG Aw MO FW flW SAW CON'KrY MTR7N AS 'r WA _ 14 n._Ou m 13' S' V-620'-6• ro' N' S'10 b' i. 20. _ 2 I 1 1 2 = 3' RAD TIT. o °0 °°°o°o°0°0°0° ,o°°° �o °o °o °o° °°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°o°°°°°°°° °°°°°°°°°°o ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° , ° RETA/N'fNG WALL TYPE 1 CN ° ° ° ° ° oo ° . ° o ° ° ° ° ° ° o ° ° ° ° ° oo ° ° ° ° o ° ° ° . ° ° ° ° ° o ° ° ° ° ° ° ° ° ° ° ° °°°° ° °°° ° ° ° °°o ° ° ° ° °°° ° ° o ° ° o ° ° ° ° ° ° ° ° SCHEDULE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2-2-!,20,29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , o 0 0 0 o u o 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 ° ° o o ° ° 0 o 0 0 0 0 0 0 0 0 0 0 0c'o"o o o o o 0 0 0 °`o-o-a o 0 0 0 0 0 0 0 0 0 0 0 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O<'o 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 000 0 0 0 `o°0 0 0°0 0 0 0 0 000 00f� 0 0"00°°°0°°° °o ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 o o o o o 0 �” 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 000 000 0 0 0 0 0 W _ �0 3 r in 5' RAOTTP 5' RApTYP r 14' 24” 3 �r 4” 5' RAP ° ° ° ° . ° ° ° oo °r ° ° ° ° ° ° ° ° ° ° ° ° ° ° 5 ° ° ° ° ° ° °- 0 0 0 0200 0 0 0 0 0 0 0 0 0 0 ■ w r r r ■ w w r r w r w 24” 24 3 I ALL HT. 8 BLK. 12 BLK. A BAR B BAR C BAR T” L K = in ° o ° ° c.0 o ° ° ° o o ° 0 0 0 0 0 0 ° ° o o 0 0 00 ° 0 0 0 ° ° — _ _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °o°00010-00-0 °o°o°0 00000000000000 000000000000 0000000 0 0 0000000000000000 00 °000000000000 -000000000000 0000000000 0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r w . ■ w= r IINN • w r r w " 0 000 00000000 0 ,�4� 0 00000 000 _ 14” ' 0°00000000°0 o0o0 0000000000 0 0 0 000000 0o0o000000 0 000000000 , 00000000000 000000000000000°0° -°o°o°0°0°0° 0°0°0°0°0° a W 2 -6 2 -6 #40132 #4./16 6 1 -N3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 36' T4” 36” 14" 36. 3 RAD TYP. 3' RAD TTP. 31b" ° ° 0 0°0 0 ° 0 ° o ° � 44' 0 0°o a o ° ° 36• 3 TYP. — — " 36" — 3(2' _�36•_ 3 f, ° ° ° ° ° ° ° ° ° 36' ° ° W 3' 0" 3' 0" ,/4032 , 4016 6 2 0 7 0 0 0 0 0 o o w r ■ . w w _ ' 36' 14.36 ♦/Ir- - -- - - _ - - �/ - - -- - - - - - - - - —\-- T.- - - - - -- - - —r- - - - '�4 - - � --, - - __ - - — - - - - - - - - - - - - - - - - - / _ 3'-6" 30-60 — 14032' — #4016' 6" 2'-3- 120 ♦/� �— T — cow r w w - r w r w _ r Y —\ r - - 4' 0 4 0 #4016" #4016 12 2 3 1 —3 W _ I�S;�Ll / I W 4'-60 4 s i #4016 12 2 —r r -7 W _ _ — — — — — —+ - - - - - -54 - - - - - - - - - - - - - - - - - - - - - - - '-0-W 3 -0- 2'-0- 2w # 06- 016 12- 2'-9. 1'-10 " co 5'-6" 3'-6" 2'—Ow #403214016- j4016- 12- 3-1' 2'-2- 53 = I r' I 5 * = '-0" 3'-6- 2'-6' 006 5016" 12- 3-7' zz = 51 3250 33 SPECIAL RETAINING WALL TYPE 1 SCHEDULE ALL HT. 8" BLK. 12" BLK. "A" BAR "B" BAR "C" BAR wr "L" "K" 2'-6' 2'-6 — 1'40132" — #4016- 6" 1'-9" s" _ 3'—Ow 3'—Ow — 140132' — #4016 w 6" 2'-1 w 120 3'-6- 3'-6- — 04016- — #4016- 6" 2'-6" 4'-0' 4'-0' — 15016- — 14016" 12" 2'-5" 1'-7- 4'-6" 4'-60 — #508" — #4016" 12" 2'-9' 2'-0- 3 r w ■ r ■ w r r w r 51-ow —0 2'-0 2 #4016 016 12 3—0 2 —3r 5'-6' 3'-60 2'-0" #40132' 05016- ,%4016- 12w 3'-5" 2'-8- 6'-0' 3'-6- 2'-6- #4016 ,/508" 15016" 1'-6" 3'-7" 3'—O" NOTE CONTRACTOR TO OM rr ALL. DECO"T IVEt SEE FOLLOWING SHEETS: SOUL dE1ZS ON WC-7HLA N D AVS KVO . CONSTRUCTION PLAN L-2 ' PLANTING IRRIGATIONPLAN LL9PLAN 5 �Q� aalaFR tiny CONSTRUCTION NOTES /DD J I Signature XGRI.AND AVENUE ♦t 10/31/00 1. CONTRACTOR SHALL NOT IMLLFULLY PROCEED WITH CONSTRUCTION -��;= - >. — Renewal Dote DESIGNED WHEN R IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND / OR �l G'1`: _� _" �.y� GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING SCALE: 1 = 20 —0 DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE 1 w+ CN-�F w • „ ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL -- RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TOCONSTRUCTION LEGEND A"°R"T GIVE SUCH NOTIFICATION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIARWITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. 1O LANDSCAPE BOULDERS. SIZE AS NOTED ON PLAN. INSTALL PER DETAIL wHw SHEET L-14 CONTRACTOR SHALL TAKE 'SOLE RESPONSIBILITY FOR COST INCURRED ... — DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. O 6" — 18" COBBLE PAVING PER CITY STANDARD PLAN 542. SEE DETAIL "A" SHEET L-14 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH 3 CITY SIDEWALK — SEE CIVIL ENGINEERS STREET IMPROVEMENT PLANS OTHER SUB—CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. 4O SLUMP STONE RETAINING WALL WITH 4" HIGH SUIMPSTONE CAP 30' HIGH MAX. SEE DETAIL THIS SHEET -- -- Q REVISED PrK CALTKAF4 KEa(jItEMEf`tT> IA yoo p 13OtsLV"'5 014 HIGHLANJQ CM11MO SY EnWWONS 4. SEE GRADM PLANS FOR VERTICAL CONTROL W _ -� — — - DESCRIPTION OF REVISION DATE APPROVED: 5. CONTRACTOR SHALL COORDINATE IRRIGATION- SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. '-�=• i _ __ r CITY OF RANCHO CUCAMONGA 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE suBGRAOE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. INTERIM LANDSCAPE NOTE -- ' i e __ A TRACT 15814 STREETSCAPE . 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS NOTE INTERIM LANDSCAPE IS DEFINED AS AREAS THAT WILL BE AFFECTED BY THE ROUTE 30 CONSTRUCTION. (~oma, , _ --• `� HIGHLAND AVE, ROCHESTER, AND LARK TO REDUCE DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. DUE TO THE LOWERING OF HIGHLAND AND ROCHESTER AT THESE LOCATIONS IT WILL NOT BE POSSIBLE TO 8. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL CONSTRUCT THE PERMANENT LANDSCAPE WITHIN THE LM.D.. THE INTERIM LANDSCAPE WILL CONSIST OF w w A 4" LAYER OF WOOD CHIP MULCH AVAILABLE FROM INTRAVAIA LOCATED IN UPLAND, CA (909) 982-6713. HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS UPON COMPLETION OF ROUTE 30 THE OWNER WILL BE RESPONSIBLE FOR COMPLETING THE PERMANENT CONSTRUCTION MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNIG THAT PHASE OF WORK. HARDSCAPE AND LANDSCAPE AS DETAILED ON THESE PLANS .WITHIN THE INTERIM L.MD AREAS -- ! -�• - _ = -_ CO STR UC ION PLAN 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES -- I L --• _ , APPROVED BY: / r , �, � A DATE..AND / OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. s �+ .x, .s -� =.� -- -- _ _, Y ��� CITY ENGINEER .L { i f(,LG[ �.� RCE: 24953 DESIGN PLAN PREPARED BY: RECOMMENDED 44 ' F�` �►./rF7 ENVMONS DRAWN LANDSCAPE ARCHITECTURE SHEE 1 �. .�. �, -- .• ." ._ .�: :. - - 226W.FOOTRIIL BLVD.SURE F • a AREMONT,CA 91711 L-2 PHONE 1L FAX (909)064663 Ofi.� All SHEET INDEX xx DRIVE .--- -; ---- I CHECKED BRE7T FRENCH R.L.I. Nt]"MIL— DRAWING DATE 10-31-00 FILE NO to 7 PROJECT SHT• N0. OF i Iloilo �-�• _- s' 13'.�• �'� HIGHLANDO,24'-6" # ?t' ?O'-i" S2' A VENUE �r_b O°O°O°O°O O 0°O°O°O°O O 1 0 0 0 0 0 0 040,201. 0°0°O°0 �� tr�• 1111' 1 n/-i"IL 5") °° N _ 5' RAD TYP. o 00 °00°000000°0 2 t I ' °o° °o°o°o°o Vim/ °Oo°o°o°o°o°o o �b0 0°° °o°0°0°0°0°0° 0 0 0 0 0 0;0-0 0 0 0 0 0 0 0 0 0 0 0 — ° L 4M 0 0 0 0 0 o O o 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ., ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 D o e 3, RAD 0 ...00 000000oO000000000°00000°000°00000 0000000000000000G..2.00O00000 00000°000 000000° oo°o°o°o°o°o° ° ° o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°0 0000°00000°000000000000000 000°0000°0000 " 00 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 .09-%0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M 0 0 0 0 0 0 0 0 0 0 0 - - - - - - - - - °° ° 3 - -T - — - °°°o°° ° ° 5' RAD TYP. 4" r 3 in r t Foo- 0 00°0°o°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W X24' ° ° ° ° ° ° 00000 ° ° ° ° ° 00000 ° ° ° ° ° 4 ° 00000 00000 ° ° ° ° ° -;0;0;.;0;;1,o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `-,000.0.00.- 0'0 0 0 0 0 '0"...0.0 o 0L-0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 ` 000 0 0 0 00°0°0°0 . 000000°0 00000000000000 0000000 000000 _ �, F N 3' RAD TYP. 36 ° ° ° ° ° 24 " 00°° °° ° ° 24. - - -- - - -- _ _ _Z4 - - - - - Z4 -�4' _ -3h - 24" Z4"� '" - 36 24' 'X," W — — _ �� �— _ T - - - - - - - - - - - — - - - - - - —� = z - - - - - - - - - - \ - - - - -- - - - - -- W 31 • 24" °° o (� _ / 00°0° s 1 2 \ ' °0°0° °° W � � � 1 Z _ 246 ° 10 000 — — ` OO°000 00 \ I 00000 00 ...� _ N, 0 ° ° ° ° s = °°°° 0000 00 ° ° ° " 00° 0° O°O ° 47i 0 • 1 00 _ \ 0 00 Foloo- _ \ 00 ' o _ \ 0 2 00 00o 0° — ` I 000 0° .00 0 _ \ 000 -0.* °o / 0°0° p0 000 00 °0 ° °° _ ° — / I 24" 0°oe° � 00 Lr- " o000 o / 8 0 0 0 � � 3i' ° N = / e° 0°0 124■ °°00 00o 0 °°0 �/ II1111111111111111111111111111111111111111 Illllllllllllllitlillllillll��I�IIIIIIIIlO °°° III IIII1111111111 MATCHLINE SEE BELOW _ ROCHESTERA VENUE UBEGINNING OF DELINEATES BEGINOF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION r r . INTERIM LANDSCAPE SIDE PERMANENT LMD SIDE Imr 11110 W —_ r 221 Lip 23@ _ 0oo- 5' RAD TYP. 5' RAD TYP. 5' RAD TYP. �' TY� v °°°°°°eOOO,0,0,0,0,0,0,0eo,0,0eO,0,0,0ec,0eo,0e,0,0,0°°°°°°°°°,0e°°°°°°°°°°°°°°°°O,0,0 e,0e,0e,0,0,0eO,0eOOo,0eOe00o°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° °°° = w0000000000000000°000000000000000000°00000 000000, oOo00o0o000OOOOOooO000000000°000000000000000000 •oo - oo-00000 00000000 000000000000000000000000 o 000 00 000000000000000000000 00000000000000000000000000000000000 00000 4 3 _= W 3 3' RAD TYP. 4 3 = s W — 0,000000 000000000 00 0000000000000000 0000000 000000 00000000000000 00000000 o 00000o 000000 W3640 000 0000000 00000000000 000000 ntnnni ununnrumm�nnnnnuu nrununnnunnnnnnnnnnnnnnnnn nutotnnnnnuu r u rr 000 000000 _ 000000 0000 — — — — — — — — — — — — — — — r t — u nnm ur r nnnnnnnnnm umm�nnunnnnnunnnr nuruuntit'll nrunun uunnnunnruuuuunuunnnruuunr nnunununnnnnnnnnnnninruunnnuuununruurnunnnii rutnrnnninuumrunnnnmm�umnnnrnmurnniumrmm.nnnnnn nnnn nnnnnrnnnnnnnnunm o000 000 _ — — — '_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _n nnrr , 1� to co - - - - -%i��-- - I - - - — L —L - - - - - - - - -� - - - - - - -- - - - - - - - 1 —L - - — 1 —L - - - - ' - - - - -� — � — - - - - L - - - - L —��\ �1 = W W4w !�. .�� ! !!#�# �l��I�+� !��l��' lr�lrl�ri ! ! ! !�-f�F�! ! ! i��-f-E! ! ! ! ! ! ! ! ! ! S�-M-f! ! i! ! ''i I %` A _ = W � _ Z / , Nil � 00 I cO I -- v I ' �, I cv � r- LIMIT 0 TO F-- = I= = SEE FOLLOWING SHEETS: N CONSTRUCTION PIAN L-3 IRRIGATION PLAN L-6 PLANTING PLAN L-10 NOTE : K. F F CONSTRUCTION NOTES CONT"GTM -V OMIT ALL pt!COKATIVr_ :K5 ON HI&MA4AVNU . Sgnoture�DULp HIGAAND AVENUE 10/31/00 1. CONTRACTOR SHALL NOT WN_LFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND / OR EXId r _ +_L --i 7 - _. r, _ - , R°^°"°i °t° \� GRADE DIFFERENCES ST THAT MAY NOT HAVE BEEN KNOWN DURING y � �_. DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE / ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL s _ SCALE. 1 = 20'-0" RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE ToCONSTRUCTION LEGEND M: �--�z J -- w ` GIVE SUCH NOTIFICATION. — - -- — 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAM`UAR WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. 1D LANDSCAPE BOULDERS. SIZE AS NOTED ON PLAN. INSTALL PER DETAIL 'H" SHEET L-14 w "" CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 2O 6' — 18' COBBLE PAVING PER CITY STANDARD PLAN 542. SEE DETAIL 'A" SHEET L-14 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH O CITY SIDEWALK — SEE CML ENGINEERS STREET IMPROVEMENT PLANS _ OTHER SUB—CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION w - --tetra-c�nzr OPERATIONS. O SLUMP STONE RETAINING WALL WITH 4" HIGH SLUMPSTONE CAP 30" HIGH MAX. SEE SHEET L-2 "- - I -` I° ._ ._ RWISED PF_R CALTRANS R_&UIRf�Mr=I1?r,. V.-o/00 1 -•�. ^-• --• � oU 1. O M 4. SEE GRADING PLANS FOR VERTICAL CONTROL. t' -W ._ -` - CIT �_ f 5. CONTRACTOR SHALL COORDINATE IRR�ATION SLEEVE LOCATIONS UNDER DESCRIPTION OF REVISION�. - —' �. .._. I� DATE APPROVED: PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. INTERIM LANDSCAPE SCA E NOTE � .� � --- ..-. _ - T_ = CITY OF RANCHO CUCAMONGA 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY NOTE INTERIM LANDSCAPE IS DEFINED AS AREAS THAT WILL BE AFFECTED BY THE ROUTE 30 CONSTRUCTION. COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER DUE TO THE LOWERING OF HIGHLAND AND ROCHESTER AT THESE LOCATIONS IT WILL NOT BE POSSIBLE TO W SPECIFICATIONS. CONSTRUCT THE PERMANENT LANDSCAPE WITHIN THE Lb1.0.. THE INTERIM LANDSCAPE WILL CONSIST OF 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENTS A 4' LAYER OF WOOD CHIP MULCH AVAILABLE FROM INTRAVAIA LOCATED IN UPLAND, CA (909) 982-6713. I i l _. �' j -«u TRACT 15814 STREETSCAPE TO REDUCE DIPS, ABRUPT CHANCES, AND SHARP TRANSITIONS. UPON COMPLETION OF ROUTE 30 THE OWNER WILL BE RESPONSIBLE FOR COMPLETING THE PERMANENT -= 4 �' L ' "" HIGHLAND AVE ROCHESTER AND LARK HARDSCAPE AND LANDSCAPE AS DETAILED ON THESE PLANS .WITHIN THE INTERIM LMD AREAS S. ALL CURVIUNEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. - r -- "- r - CONSTRUCTION PLAN .s 9. IF IN THE FIELD, SCALED DIMENSIONS CONFUCT WITH STATED GRADES -- --AND / OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. '� ( ( w i -` APPROVED BY: DATE: - � CITY ENGINEER i _���`�� RCE: 4953 .,Bill - - DESIGN PLAN PREPARED BY: RECOMMENDED YOD6YA D - ENV' ENVIRONS DRAWN LANDSCAPE ARCHITECTURE SHEEI 2M W.worMi BLVD.aurM F • C ARFMONr,CA 91711 OF PRONP A FAX (9091626-4663 l.C� SHEET INDEX LARK i DRIVE -' - -- CHECKED 11 FRE&H _R.L.A N0.34a_ DRAWING N0. DATE 10 FILE NO __ b Ib ' L PROJECT SHT, NO. OF c? ROCHESTER A VENUE J = - - W = w = I LU = 000 000000000000000 W = 0000000000000000000000 0 00000 4 3 000000000000000.00000000000 2 _ W 0000000000000000 oc000 ` = 00000000000 = In4 III�IIIIIIIIII/If�1111 111111/IIt111111�11111111111if1 11 000000 = W = _ 0000000000000000000000 00000000000000000000000000000000000000000 — 000000000 000000000000000000000000 U22020000000000000 00000000000000000 000000000000000000000000000000000000000000000004 Uj / �it�If111 f11It11111111111111111111111111111111�1 IIIIIIIIIlt11111111111 11111111111111111111 Ilio 4 j -0o Z _ ,� / �-- _ —Z _ C J /IIIIIIIIIIIII�It11111111111 III�IIIIIIIIIIIr11 — A — _ 7�- IIIIIIIt1111111//111111/ IIIII11111111 11It11111111 — _ / Y 0 ! _ _ `� —L \— — — — — _1 — — / � — —^ — — — i—ll—/lf—l/r I/l—1 II—II1111111—/1-111-111— /—Iff�11�111 W \ -feel,-+f-mwslow_ S ��— I 71 • I I I� s +• �- � 1—�1ff! — �I — L -\ � � — L — �—�- --7—t—f�—� f>• m � � � � motor little LIM R � 1: Z o oLn LO I I � i � � � L,� `� �I ) a z r - - - - z ROCHESTER A VENUE 0 = W � - z ~ W =_ S' RAD TYP. W 4.0 00000000000000000 00000000000000 s000000000000000000000000000000000 / 000 00000000000000000000000000 W - 3 / Z11111 fI111111111/Iflfftlll�f/IIIIIIIf�If1I11110 Iilof1111loff$IIIi1f1111111/1111111�f1 isI1111111/1smile an J � �_ _ _ 1 \ \ / / of oft40 FOLLOWING 1IIIIIIII111111111111 141111111111111111 I illlllilllllillil IIIIIIIIIIIIIid11111�11111111111111111 CA SHEETS: CONSTRUCTION PLAN L N4 LIMIT OF HARDSCAPE WORK FPLANTIRRIGATION PLAN `ING PIAN L-11 vPIDSCAPf 3416 CONSTRUCTION NOTES J N Signature BICALAND AVENUE 10/31/00 i. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS T ,, _ A — — _ # Rent d'Date !'* DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND / OR 1 w " Y -- - " '9 \ SCALE 20' 0" GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING ��- - - DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE y V m� r. OF' CALF - ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL - RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO CONSTRUCTION LEGEND - *= W W GIVE SUCH NOTIFlCATION. - - - _ -- 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FMI UAR __ -- -- - --WITH ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. tO LANDSCAPE BOULDERS. SIZE AS NOTED ON PLAN. INSTALL PER DETAIL "H" SHEET L-14 CONTRACTOR SHALL TACE SOLE RESPONSIBILITY FOR COST INCURRED -- DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. D 6" - 18" COBBLE PAVING PER CITY STANDARD PIAN 542. SEE DETA. "A" SHEET L-14 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH 03 CITY SIDEWALK - SEE CML ENGINEERS STREET IMPROVEMENT PLANS OTHER SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS. O -- 4 SLUMP STONE RETAINING WALL WITH 4' HIGH SLUMPSTONE CAP 30" HIGH MAX. SEE SHEET L-2 -- 4. SEE GRADING PIANS FOR VERTICAL CONTROL. -- - -- CITY -- _ - -� - S. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER KANS. DESCRIPTION OF REVISION DATE APPROVED: .�. -- PAVED AREAS As REQUIRED. REFER TO IRRIGATION PNS. � CITY OF RANCHO CUCAMONGA 6. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFlCIENTLY — COMPACT THE SUBGRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. TRACT 15814 STREETSCAPE 7. CONCRETE SURFACES SHALL BE FOLD "�" LONG, SMOOTH GRADIENTS TO -� HIGHLAND AVE, ROCHESTER, AND LARK REDUCE DIPS, ABRUPT CHANGES, AND SHARP TRANSITIONS. yLT••fw_ I _.� C 13. ALL CURVILINEAR WALKS, CURBS, HEADERBOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS -- MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. CONSTRUCTION PLAN 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND / OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. — .x s I "` APPROVED BY: DATE: CITY ENGINEER X, Z�U ��� RCE: 4953 DESIGN PLAN PREPARED BY: RECOMMENDED rona+e•cRna — E NV"Q "s ElTvqRONS z-- DRAWN LANDSCAPE ARCHITECTURE SHEET n CMS 26 W.MOnMz.ELM WM F trLARF."fr CA 91711 L-4 OF t Ia PHME t FAX (9M 6264663 SHEET INDEX LARK I DRIVE CHECKED� _SETT FRENCH R.LJI NQavdlfL DRAWING N0, DATE 10-3110-31 FILE NO F 1— I PROJECT SHT. NO. OF IRRIGATION NOTES - - - - = 1. NEW WATER METER (SIZE PER PLAN), AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR _-_- _ _ -- --- -- - _- _ - _ --- -- -- _-- - _ - - THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. �. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLAW METER, FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PUN. INSTALL ALL EQUIPMENT PER CRY STANDARDS AND SPECIFICATIONS. MANUFACTURERS' RECOMMENDATIONS __ AND LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. HIGHLANDAlVENUE - . BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) SBBC- 45 AL ALUMINUM ENCLOSURE, AND SWM. BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. -- - --- -- - 4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. B-4 1 134 S.F. CALTRANS R.D.W. LINE O S. THIS DESIGN IS DWGI"MATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER 11 T.C. 1507,26 31 B-3 F. �l POSSIBLE AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET UGMTS, SIDEWALK. UTILITY LINES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. B-2 4 S.F. 4' WIRE SLEEVE "�= L 4 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR 30 3 6' SLEEVE v = M DIRECTION IMMEDIATELY TO THE CITY. 2 1/2' _ o.o. 5 5 5 5 9 ° 5 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° = LLJ X. THE CONTRACTOR SHALL FAWLWRIZE HIMSELF/HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, o.o°o°o°o°o°o°o.o.o.o.o.o.o.o.o.o.o.°.o.o.o.o.o.o.o. ° °o°o°o°o°o°o°o°o 9-2-go.-.6- o.o.o.o.o.°.o.o.ogo9000x0.o.o.°.o.oO000.O.o.009.0.0. .o �/� ♦ 000.coo.o.o.o.o.oOoo000oo�°'t'a �- 1 I AT NO COST TO THE CITY, FOR ANY QAMAC�E OF SAID UNDERGROUND FACILITIES. ..0.0 ° o ° ° �. 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINWAL OVERSPWIY ONTO WALKS, STREETS. WALLS, ETC. THIS SMALL IN(xL1DE 0 0 0 0 0 0O O O O O O P = 1 IL4 IIIINNNINIIN111lINI (Nil/NN111 L4 I III NIINIINIINNMIINN NI/N/NN1N11MNNNNIINI/NIN�NIIN 11 ►1 1111/111 L4l IIIIIIN1111112/41/II NIIINIJ1111 11 THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. OIIO�O OVOQ00000 O O O�D�O�O O�O� 111 a----- L4 M ,, 0000°ooOOo°o o°o°o°o°0000 .o r 000 o°o°o°o° o °o o° 0 0 0 p---- _.----- o 0 0 0 0 0 0 0�6� L4 INUIIUII II IIINIIIIIIII -- --- -- ----- /p ai = ° %1 .°.°.° ° r ° ° ° nuunnu uuNdlIIA43NNNNNNNNNNI 1 loll nnnununNl4NNnnnunN111"'l!'I""O1"""""K - LLJ 9. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE 0. QUARTER yr X X Y --- - 4 - - -- - - - - - - - �� ''' � � � � Jam. J>. O 1 v� ` r � � �� � - _ covERAc>E. ALL ADJUSTMENTS SHALL BE WIDE AT No ADDITIONAL COST TO THE CRY.CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON IJI(:H SIDE OF THE OBSTRUCTION SO As Tn - - -- -- - -- _ -- - _ _ PROVIDE PROPER _ IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INST A L4 1 yr -- -- -�- --� -� -- - -- - y 111111111111111111111111111111 1111 ®III Y t yr Y L4 - - - __ ` - - ----- 10. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINUNE TO THE FARTHEST REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT - - - - - - ♦ -- - - - = THE ENCLOSURE INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION MAKING. "' ' ' . ' ' 1 ' ' ' ' ' 1 ' 1 ' ' 1 ' ' 1 1 ' 1' 1 1 ' 1 ' 1 - - - - - - - I \ ♦♦ \ ` _ 1. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEE( (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) APPUED FOR 8 HOURS A 0 I >_ _ �1 , - - - - - - -I- - - - I * \ - 1' NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. r 60 I � � � 56 � 55 � �♦ � - Q F--- I r 59 5 �I - �i _ \` \ _ 12. THE SYSTEM IS DESIGNED FOR THE IRRIGATION CONTRACTOR SHALL VERIFY THEM OPERATING PRESSURE AVAILABLE WATER PRESSURE A�TTTHE SITE PRIOR TO THAT EACH POINT OFE CONNECTION. OF INSTALLATION. ANY CHANGES SHALL BEEMAND OF GALLONS PBROUGHT TO THE MINUTE IS AS ATTENTION OF THE j P = 1 499 . 0 1 _ 58 I I I P = 1 501 . 7 I P 1 503 . 5 I P = 1497 . 5 = l ► - = -- � = P = 1498 . 3 J P 1 5 0 0 . 1 � � II �I T 0 F K = 13. (DIGITAL RADIO)AUTOMATIC W/L��1* TO BE A ANTENNA PORf�INST�AI.lED1 WTTFIN A ATIONS)-STRONGBOX(SB) 24SS/120 WOLF �' TO BE A CALSENSE ETI- 16 ( STATIONS)- DR CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECLFICAT10NS AND ATTACH COAXIAL CABLE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CTTYS ACCEPTANCE ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SFWl BE RMPOISIBIE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ELECTRICAL r >» CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, FLOW METER CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. POINT OF CONNECTION B NOTE: AND MASTER VALVE, WITHIN PLANTER AREA ADJACENT TO WALL. 15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATE) UNLESS OTHERWISE DESIGNATE) ON THE PLANS. CONTRACTOR TO CONNECT TO NEW 2' DOMESTIC WATER METER. ALL VALVES AND QUICK COUPLERS TO BE INSTALLED OUTSIDE CAL TRANS R.O.W. CONTRACTOR TO INSTALL A 2 1�2' LINE SIZE GATE VALVE A 2' REDUCED � 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SWILL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 3(' ABOVE FINISHED GRADE PRESSURE L3ACKFI.OW, A 1 1/4 FLAW SENSOR, AND A 2 MASTER VALVE AUTOMATIC CONTROLLER "B" / ELECTRICAL P.O.C. PRESSURE CALCULATIONS INSTALL PVC MAINLINE E, CONTROL VALVES AS SHOWN. CONTRACTOR TO AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-16-DR-W/ANT-1 (ANTENNA PORT) TO BE INSTALLED WITHIN A STRONGBOX (SB)-24-SS/120 VOLT METERED » >tf VERIFY STATIC PRESSURE, METER LOCATION, AND SIZE ENCLOSURE. MOUNT ANTENNA (EPDXY-FILLED) ON TOP THE ENCLOSURE PER MFG. SPECIFICATIONS AND ATTACH COAXIAL (CABLE ELECTRICAL P.O.C.: CONTROLLER B EXISTING STATIC PRESSURE: 62 PSI SYSTEM DESIGN PRESSURE 51.68 PSI CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO NEW CONTROLLER LOCATION AS SHOWN. INSTALL NEW ELECTRICAL PULL BOX 1 1/2- ELECTRICAL CONDUIT PEAK GPM DEMAND: 45 GPM AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. SCE CO. TO INSTALL METER HEAD AND CONNECT TO STREET LIGHT CONTRACTOR WATER METER 'B' TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SYSTEM SHALL BE OPERATIONAL PRIOR TO CIIYS ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY H.G.L MEAN ELEVATION 1648.0' LOW 1658.0' HIGH GATE VALVE TO BE INSTALLED I AND CALSENSE. CONTACT CITY PUBUC WORKS INSPECTOR AND CALSENSE AT (619) 438-0525 = SOURCE OF INFORMATION CUCAMONGA COUNTY WATER DISTRICT (CARLOS FlMBRES) WITHIN CAI-TRANS R.O.W. _ (909) 987-2591 DATE VERIFIED 11-9-98 FOR SHUT DOWN OF SYSTEM = WATER METER ELEVATION 1504.67 = 62.06 STATIC P.S.I. (LOW) 66.39 HIGH AT METER BY CALTRANS WHEN NECESSARY UNE DELINEATES BEGINNING OF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION REMOTE CONTROL VALVE B-10 -- -_-- --- -- -___--- _ _ _ _ = TOTAL GPM 45 = CALTRANS RA1V. LINE PERMANENT L MD SIDE INTERIM LANDSCAPE SIDE B-5 B-1 = QUANTITY SIZE ITEM P.S.I. LOSS = 2 1/2' CONTRACTOR TO INSTALL MAINUNE STUB = 6' SLEEVE 27 a 30 IN VALVE BOX FOR FUTURE AT ITERIM UNE _ 2° WATER METER 1.6 T.C. 1505.04 B-6 � _ � 2' BACKFLOW DEVICE 9.0 2 1/2' 1002 S.F. - 1 1/4' FLOW METER 3.18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�0�0 0 o c c u c O o c e O '.*.*!o ° 1111 1111 9 °° ° 9 °9191919°° °91o/9°°°e°5°919 °° °51915° c °c°o °o°0 0 o a e ° a a a ° a -- ---------- - ----- - ------ -�- - -- - --- ----- - 2' MASTER VALVE 79 00 . °9°0°5°9°0°0°0°0°0 0°0°.°0°0°0°.°.°o°o°o°o°o °0°010°0°0°0°0°0/0°0°0°0°0°0°0°0°0°0/o°0°o°0° o °o°o°o°o°o°o°o°o °o°o° , 0 0 0 0 0 0 0 0 0 0 5 e e o e o e e a o 0 0 0 0 0 ° 0 1 1 0 7 ---------- _v- °o°o°o°o° o°o° f/• Z/11NIINN NNIINlNIINI = IIINIIIIIIFt I I -D- -_a -�Q o-o o-o-v-�_��� d-�� -- -. _._._ .-- --___-_- - - --- _-_ ._-_ - - - _ ,., = 817' 2 1/2- MAINLINE 5.15 J✓°O.O .000.°.000.O.0o0 0.o.o00.o.0.000000000.0.00 o0ozo0o00 „ooa�aco�Jo�:;p000�ao°tia�^�6�o�a�o�a�aoa-.c-c,-''�°o`.. �"ov W - -- - - �O o o o o 0�0 0 o O O o o ��O--o -- -__ _- --. _ V-oD.0.0.0 .0.9.0.0.0.0 O J�o.O.O.O.0.0.0.O.0o9.O.O.o.o.0.000 0 0 0 0 0 o O o 0 0 o a o Q o 0 0 0 0 0'0"0 0 0 0 0 0 0 0 0 o O o�o"a-v o 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 ° x 0 0 0 0 0 0 _ o o o o o o o o o o o O x 0 0 0 0 0 0 0�Q 0 0 0 x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - oo 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 � o 0.0.x.0 0 0 0 00°0 013.0°o° ° x00000000000000000000000.0 0000°00000000aQ00000000eRn 2 2 1/2 GATE VALVES .02 2 1/ o o 0 0 0 0 0 0 0 0 0 0 9 c 9 9 9 5 9 9 ° a /� 1jj 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , (TNI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN11111111111 1IIN11111■ _muulunNINN/UNINIt ° �}- 2 1/2' 0 0 0 0 0 0 0 0 0 0 0 0 0.0.0.0. W / . 0 0 0 0 0 0 0 0 , // V ` o o o o 0 0 0 0 ° o o o o W ANI 111 111111 LIN O = . � ---_+++��`� =ill I IIIIIIIIIIII (III 111 III IIIIIIAII NN III 111111 NIM 111111111 111 1111111111111111111 ANI1 11111111111111 INIII11111111 11111111111111 VIII1111111111 IIIII111111111 III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt 1 1 2 REMOTE CONTROL VALVE 3.7 ml Ulf 11111 N 1111 NIIIIN1111111111 IINIIIII♦ - - - --- - -- - -- -- -_-- --- -__ mowj ----- - - ---------_--__ _----_- -- ---._ _ _ -_. __ ---:---- ..-- --- - - _ �NI11ILL1WIlLLL1ILLy1J11WlLNil11�1IW1111111jU1UjjU111W1N Nttlull._ lllllullNN�11iu�I�N�N11 78' 3/4- LATERAL UNE LOSS 1.7 -- - - -- -- ��-`�7��-:tea:-it �-4= 1mw i7I-7�= Y X Y - - - -- ------ ------ �/ - ats Myr ivr - - --� -- -- - - - - �sss =mss- Y _ _ -- 1� LATE /- - Y 2 1/2' / - - -- -- - - -- - - - - - - - -- �s �.. �r �sass mw_:_ ;.mss-s 16' /4� LA -_---- - ----- - _ - � - - - - - �_ UNE LOSS 36 / / 2 1/2 - - - - - \ -- -- - 1 1 LATERAL UNE LOSS 24 LL.aI �4 VIR EVE I ( IT W 8' 1 1/2` LATERAL UNE LOSS .10 I= '♦, �� / 54 I -1 - - - - - - - - - - -� - - - - -- - - - - - - - - - - - - = w 3' 2' LATERAL LINE LOSS .04 L.Licn I_ I 5 3 I I I - ' _ (n FITTING LOSS (10x) as LI I I/�Q�1503 . 7 I _ I 52 _ P - 1502. 2 �' ELEVATION CHANGE +10.89' + 4.72 ALJI �' = W TOTAL SYSTEM LOSSES 21.88 I P = 1500 . 1 51 32 _ z 5 0 3 * PRESSURE REQ. O HEAD 0 I I P = 1498 . 1 C TOTAL PRESSURE REQUIRED 51.88 P = 1 4 9 7 . 4 P = 14 9 �d:9 �. P = 1 4 9 7 . 0 = LOWEST STATIC PRESSURE AVAILABLE 62.06 -_ U N O ' i I I RESIDUAL WATER PRESSURE 10.18 Q = I I I I I = Q _ '_ 'F M / _ SCALE: 1 20 0 3416 y C, SEE FOLLOWING SHEETS: I HIGHLAND AVENUE s 9nac� e CONSTRUCTION PLAN L-2 r�� .r,Tr?T� r�7 7P - r ;-�Tr- �c 10/31/02 PLANTING IRRIGATION PLAN LL95 � Renewal Date \P �-- q AS BUILT " L L5, 2J L 8, L _ R R I GAT I 0 N LEGEND SYMBOL MFG. MODEL NO. AND DESCRIPTION SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I. WATTS 403-RT-RW UNE SIZE GATE VALVE * I I �i _ • i +, �' .- C \, I - i f � i I l RAINBIRD EFB-CP-PRS-B SERIFS ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED ON PUN -_ LL. RAINBIRD 1812 SERIES SAM PRS 10 H W/ .3 PCS 12 POP LLP SPRAY 6 3 II +- SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE _ v RAINBIRD 1812 SERIES SAM-PRS-6' VAN - 12' POP LLP SPRAY 6' .37, .79 30 - SUPERIOR 3000 SERIES NORMALLY CLOSED ELECTRIC GLOBE MINSTER VALVE SIZE Y NOTE USED ONLY IN CAL TRANS R.O.W. f L j3 - - '- - 30 _ N 1812 SERIF SAM PRS 8 Q 12 POP UP SPRAY 8 .39 ,, ,� u¢,o ro,,,rr _ I RAINBIRD DATA INDUSTRIAL. 220P-FM-125B - 1 1/4- FLOW METER INSTALL PER MFG. RECOMMENDATIONS _ -- '�' --• J � _ � _ � Q1 REVISED LANDSCAPE PLANS PER AS BUILT* CONDITIONS 7/20/01 Q RAINBIRD 1812 SERIES SAM-PRS-B'-H-12' POP UP SPRAY 8' .79 30 � � ' '�,1 i --• - �- � � -_ � la' _. - '- - _� CITY O RAINBIRD 1812 SERIFS SAM-PRS 8 VAN 12 POP UP SPRAY 8 .52 30 - J - DESCRIPTION 0 F REVISION DATE APPROVED: FEBCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 - 2' REDUCED PRESSURE BACKFLOW PREVENTER IN - I i � -- I -= - . fc 0 RAINI�iRD 1812 SERIES SAM-PRS-B -F-12 POP UP SPRAY 8 1.57 30 -P• ! W = + - y A STRONGBOX ENCLOSURE MODEL NO. SBBC-45-AL b RAINBIRD 1812 SERIES SAM-PRS-10'-Q-125 POP UP SPRAY 10' .39 30 -a 1 C /` I V I O N (� /\ 8 RIJNBIRD 1812 SERIES SAM-PRS-10'-H-12' POP UP SPRAY 10' .79 30 - CITY 0 F RANCHO C U \(� AB CAL.SENSE ET-1-16-DR W/ MIT-1 - 16 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET �-r` 1' -- ,,, � ... � ^ � �' , .:_. � .+ ,=g _- � : - RAINBIRD 1812 SERIES SAM-PRS-10'-VMI-12' POP UP SPRAY 10' .79 30 STRONG BOX MODEL NO. SB-24-SS/120V _ I y ' -� _; t �'°i ' +` s �` TRACT 15814 STREETSCAPE � RNNB>fRD 1812 SERIES SAM-PRS-10'-F-12' POP UP SPRAY 10' 1.57 30 L-3, 2.4 `-" � '�` _.., � -• i -�_ _ RAINBIRD 1812 SERIES SAM-PRS-12'-Q-12' POP UP SPRAY 12' .65 30 - -- t - #` ,.vgp}u, Co - -- I _ . - HIGHLAND AVE, ROCHESTER, AND LARK W 2 WATER METER oB BY CCWD - _ RAINBIRD 1812 SERIES SAM-PRS-12'-H-12' POP UP SPRAY 12' 1.3 30 STATIC PRESSURE = 62 P.S.I. - - • PEAK DEMAND - 55 GPM _ RAINBIRD 1812 SERIES SAM-PRS-12 -VAN-12 POP UP SPRAY 12 1.3 30 - I _ - - I _ -' -- ' ' IRRIGATION PLAN RAINBIRD 1812 SERIES SAM-PRS-12'-F-12' POP UP SPRAY 12' 2.6 30 RAINBIRD 33DNP W/ 33DK - QUICK COUPLER VALVE O 150' O.C. W/ 4 KEYS TOTAL 4w ~ _- __ { i 0 RAINBIRD 1812 SEREIS SAM-PRS-15'-0-12' POP UP SPRAY 15' .93 30 _ E) RAINBIRD 1812 SERIES SAM-PRS-15'-H-12' POP UP SPRAY 15' 1.85 30 LATERALS SCH 40 PVC PIPE MINIMUM SIZE 3/4'. MINIMUM COVER 12' � � _ '� -' ' �� - � ...- s _ I°� - APPROVED BY: DATE: RAI Y �,--' _ _, __, _ CITY ENGINEER RCE: 24953 8 RAINBIRD 1812 SERIES SAM-PRS-15'-VAN-12w POP UP SPRAY 15' 1.23 30 INuuuuuuuunnunuN MAINLINE SCH 40 1 1/2- AND BELOW CLASS 315 PVC PIPE 2 AND ABOVE- SIZE AS NOTED ON PIAN N b 1= a + 11 -w �° MINIMUM COVER 18 I . " `� ` _ -" - DESIGN PLAN PREPARED BY: RECOMMENDED l� RAINBIRD 1812 SERIES SAM-PRS-15'-EST-12o POP UP SPRAY 4X15 .61 30 _ _ � -": 1 ° ��D��°DR,�_ f '- *��J SLEEVES SIZED 2X URGER TWIN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED. - - � -� � � 1 -- RAINBRD 1812 SERIES SAM-PRS-15'-SST-12' POP UP SPRAY 4X30 1.21 30 - - - d Y Y� ENV'il� ENVIRONS $ TO BE IN SLEEVES PER DETAIL ON SHEET L-13 - - RAINBIRD 1812 SERIES SAM-PRS- 8'-F' W/PCS.30 1' .3 30 - � -.- 1 •-;:. M --• y - --• � � _-. • �,Y, y ..._: y,•,_. -- DRAWN LANDSCAPE ARCHITECTURE SHEET O WIRE SLEEVES SCH. 40 PVC MIN. COVER AS REQUIRED -" _ - _.�_u 8'-F' W PCS.2O 1' .2 30 y _ _ y '_,�� 226 W.FOOTHILL BLVD.SUITE F • CLAREMONT,CA 91711 L- 5 OF _ PHONE&FAX (909)6264663 (� ■ RNNBIRD 1812 SERIES SAM-PRS- / SHEET INDEX * LARK i I DRI VE a t CHECKED BRETT FRENCH R.L_.A. Nom_ DRAWING NO. 511T_ DATE 10-31-DO FILE NO rl�O�lo L PROJECT SHT. NO. 0r -,3 N IRRIGATION NOTES HIGHLANDA VENUE 1. NEW WATER METER (SIZE PER PUN), AS PROVIDED BY CCWD, IS REQUIRED AT All POINTS OF CONNECTION. THE CONTRACTOR SHALL MAKE ARRANGEMENTS AND PAY ALL COSTS FOR 40 B-77 8-12 O THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 112 2,3B-8 2 1 010 S.F. �_- /0* *% 55 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED). FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A --- 39 46 C� FLOW METER, FOLLOWED BY A MASTER VALVE.. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANLIFACTURERS' RECOMMENDATIONS - �__ ---- o-a-o" AND LOCAL CODES ACTUAL LOCATION OF THE EQUIPMENT TO 8E AS DIRECTED ON SITE BY A REPRESENTATIVEOF THE CITY. 3 opo o°o -- -- ------ ------ ------ --- ------ --- ---------- --- --- ---- - --- .._--- - BACK LIDW PREVENTION DEVICE SHALL BE INSTALLED WITHIN A STRONG BOX (SB) SBBC- 45 AL ALUMINUM ENCLOSURE, MAD SHALL BE INSTALLED PARALLEL TO THE ° -_ ----- - --- - - STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. - MINI/11 IIINNINIII/NNI/NIINIINNNI IINMINIINI IIIINIINII 11 °o°o°o°o°o-o�o�d�D-v- - -- _ NNI yq o 0 0 0 0 0 0 0 0 o9b-a v- ---- -- _ __.__.._ oO�°°000000000000000000°°Oopo ° °00000000000°°O000000000p0000000000°oo°o°0000000°°o° Ls-----75-- °o"o"o 0000000"o�0 0 0 0-000,00,-a-a-a-a-a-a�a��o�a-a-o-�-v-o v v \`��` } 4. BACKFLOW PREVENTION DEVICE IS TO BE INSTALLED PARALLEL TO THE STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE.. y,' 00000 0000000000°o°o°o°o°0000000000°a°o°o°o°o°o°0000°00000000000000000000°° - ply.. o o°o°o°o°o°o°o°oo°o° 0 0 0 0 0000°op000a00000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - _ -nr o 0 0 0 0 0 0 0°000°o 0 o °o°o°00000°o°000°o° ° ° o°o°o°o o°°o°o o !> 5. THIS DESIGN IS DIA�iRAM1lATK, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS /ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHENEVER I- - -- -- - -- _000 -- -__- --- - - 21/ POSSIBLE- AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM. WALLS. STREET LIGHTS. SIDEIMALK, UTI LANES AND EQUIPMENT, AND ARCHITECTURAL FEATURES. I--1--� � -"- �>s>:'�� � y'''R X111 INNNIu(LIINIIIIIIIIIIIIII/II/NNN11 ILII INNN MNNI/NIIIIIIIIIIN/IIIIINIIIIIIII/INTI 1 W = -� �- - -!� \ _ - - - - - - - - j �� - -- - - - --- - 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PIANS AT THE SITE PRIM TO � OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR - - - - - - - _ \ IIIINIINIINIIIIIINII 111111 IINIINNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllll/111111111 - DIRECTION IMMEDIATELY TO THE CITY. \ 2 1/2' 11111/11 1 Iullllllllllllllll 111111 11M 111111111111 IIIIIIIIIIIIIIIIl1111111111N111111 11111111 11 1111111111111111III IIIINIII 2 1/2 - 2 1/2' AIII/ unuuuuuunNlNluuuununNlw,, - - - - - - _-_--- -_ --- - -- - ---__. ''' 7. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF HERSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPOMSIBILITY FOR THE REPAIR/REPLACEMENT, ow-ms ._ ---- -- - -s '11 . ,..,,'/''N 1 �6 AT NO COST TO THE CITY, FOR ANY DAMAGE OF SAID UNDERGROUND FACILITIES. W - / \ \ ''o;��� 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL oVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE SCREEN IN ALL SIPRINKLER WADS AT wrw L _= 31 / / '��''hul °moo°o° 1� THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE C. INTERFERE)MATH THE PATTERN OF THE SPRINKLER DSIV SO AS TO PREVENT PROPER COVERAGE, THE -_ 1 2 9. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, EES, ET ) P - 1 497 . 0 1 1 0000002o _ IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO LLJ - ' P - 1497 . 0 _ 1 O ` ° PROVII E PROPER COVERAGE. ALL ADJUSTMENTS SFWl BE MADE AT NO ADDITIONAL COST TO THE CITY. z - P - 1 4 9 7 . 0 00°000° 10. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST REMOTE CONTROL VALVE (RCI) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT \ , _ J = \ 0 ` � °o°o°o c � THE EINClO6l►RE INSTALL TERMMIAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. P = 1497 . 0 *. \ 0000 ro \ M 11. IRRIGATION SYSTEM IS BIASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (TURF) AND 2 INCHES OF WATER PER WEEK (GROUNDWVER/SHRUBS) APPLIED FOR 8 HOURS A p `J U = P = 14 9 8 °°°°° ' IfIll DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 1 ° 1ru o.o % 12. 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 o° C Q = \ \ 00000 IIRRIRIGATION 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 C . CGo go L = °°oao E 13. AUTOMATIC CONTROLLER •A• TO BE A CALSENSE ET1- 24 ( STATIONS)- DR. AUTOMATIC CONTROLLER •B' TO BE A GILSENSE Eft- 18 ( STATIONS)- DR II poo o (DIGITAL RADIO) W/ ANT-1 ANTENNA PORT INSTALLED WITHIN A STRONGBOX (SB) 24W/120 VOLT °o°°° CONTROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL YST CABLE SEM ° ° ° INTERIM L DSCAPE NOTE A ° ° ° _ ° ° ° ° ° SHALE BE OPERATIONAL PRIOR TO THE CfTYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. 000° o - / / o 0 o i o 00000 = 0 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-uP FOR THE MF8t1I.AT10N CONTROLLER. ELECTRICAL TE INRIM LANDSCAPE IS DEFINED AS THAT WILL BE AFFECTED BY THE ROUTE 30 ONSTRUCTION. c o CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAID FOR BY THE DEVELOPER. E TQ THE L HSMUCT THE PERMANENT �CAPE IN THE ESTER11AT 1 DTM E INTERIM LANDSCAPE WILL SISI OF 0 I I I I I I I I I I I I I I I V I I I I I I I I I I I I I I N I I I I I I I I I I I 1111111(I I I I I I I I 111(I I I I I I I I II `I 1 1 1 1 1 1 1 °o I I I I g l I I I I I I I I I I I I I I I I I I I I I I I I 15. ALL SPRINKLER HEADS SFWl BE SET PERPENDICULAR TO FlNSH GNtADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. A 4• LAYER OF WOOD CHIP MULCH AVAILABLE FROM INTRAVAIA LOCATED IN UPLAND, CA (909) 982-6713. M A T C H L I N E SEE BELOW 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED So THAT THE TOP OF THE SPRINKLER HEAD IS x• ABOVE FINISHED GRADE UPON COMPLETION OF ROUTE 30 THE OWNER WILL BE RESPONSIBLE FOR COMPLETING THE PERMANENT HAIMSCAPE AND LANDSCAPE AS DETAIIFD ON THESE PLANS .WITHIN THE INTERIM LMD AREAS IUNE DELINEATES BEGINNING OF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION INTERIM LANDSCAPE SIDE PERMANENT LMD SIDE _ �-+-� _ ROCHESTER A VENUE A-2 A-3 A-1 -11 2,514 S.F. 38 B-9 66S.F. 8-10 ( 35 43 33 - L1J = 9 T.C. 148723-\ 37 T.C. 1482.24 2 1/2' = 6' SLEEVE _ r 3✓1 l L4' 2 1/2' = I_ 0 ow000000000000000000000000000000000000000 000 �`�-�-- -��'_ -- --- -- -- - "-- -"-- -- - - - - ---- - - - - - M .: o.,o�0000000coo�}cuoo°o0"0o°oo°boa owvuvv��1 W I i■ 1� 00000000000000000000000000000000000000000000000000000 000 L4 uoouou000uoouobu°ouou0000uo uuu o000000uoou oo.,000- - 00000000000000000000 0000000000000000 00 -------------------- 000 - - o00000000000000000000000000000000000000000000o L4 n � � ^ ^ �1 /f IMININ MIMNINN,N y NIN111NM11MMNNNNNNHNNM11N111NN1HMINNINNNNNINNINII NIINIINNNIINIINIIMNNINNINNNIIIIIINNNIIN11N1 NIIN/NN - 0 0 0 o O o 0 0 0 0 0 0......0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -------------= =---- LLJ t yr 1 -$--- $-:_ >r�_. 1 --; _ �-_- - - ---- - - - - . _ v4 "I I - - - --- -_._-- --_---- owvvvaaaaasaaaaaaaaaao on°aaa -- �IlNlnnuuuulunluuun InuuwulN uN luluululuuNlululun wlunlunuuuulnuuuumm�wlunnn I Ilu luuNlulnunnumnluuNlNlunuelunro uuluuuulumuunummm�nlwNlNN inuu nlnN 1 nlnnnnuwnnuuuu 000000000000000000000000000000000 000000000000000 - - ! n 000000000000000000000000000000000 0000000000000000 L�- __ -- -L-1LL-_ -_. _ lJ _ w r r 00000000000000000000000000000coo 000000000000000 t 4 1 Lr LII X3/4 l t/!' 1 1/4' 1y ty = 00000000000c000c000000000000000o occoocaouvocuou $ - T- Ll / °°°°°°°°°°°°°° °° °°00°°°°°°°°°° I V V l I - I l l f II I II I•I l , �7C ' - A � 4' WIR 0000000 a 00 00000000°O - - - _ 4 - - - - - -� - - /� �/4-- !, __ -_ i, /� / r vv LEEVE Ll__I lJ I - - - - t v • I yr 1 yr �'I\ _17 i r aro - _ Lf L4 v--- / Yv---uY �-�• = LL J 4ym 411111111 .4 7 Lill 77 t� Cb I I rn I I I I I I rn CV LiJF K FR cn Ln I I M I to 0 I Lo Oo- L- I _ � � rn � co I I Op l " _ - - CO �i c� II/�I opo M r N I �L I M I T � yI 0 R __ -� � -� �Iyno ure ~ = II II fl II II I I II II � I II II � � I_ N = U Q = I I i I I 10/31/02 P* - Renewal Dote 1= r~ = CF SCALE: 1 " = 20'-0" I� II SEE FOLLOWING SHEETS: N CONSTRUCTION PLAN L-3 H�GHLAIYD AVENUE IRRIGATION PLAN L-6 PLAITING PLAN L-10 I AS BUILT " G AT I 0 N LEGEND SYMBOL MFG. MODEL No. AND DESCRIPTION -- + - d - _._ t t _. IRR _ '� SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I. H WATTS 403-RT-Rw UNE SIZE GATE VALVE r - - r __ \ RAINBIRD EFB-CP-PRS-B SERIES ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED ON PLAN ^W * "`T, DR/Ib' ''• - �'' r _ { _ r •^` • RAINBIRD 1812 SERIES SAM-PRS-10'-H W/ .3 PCS - 12• POP UP SPRAY 6' .3 30 SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE -- � ® -PRS-6' VAI - 12' POP UP SPRAY 6' .37, .79 30 DATA INDUSTRIAL 22DP-FM-1258 - 1 1/4' FLOW METER INSTALL PER MFG. RECOMMENDATIONS �/ RAMIBIRD 1812 SERIES SAM ® - 0 RAINBIRD 1812 SERIES SAM-PRS-8'--0-12* POP UP SPRAY 8 .39 30 _ -- Q RAINBIRD 1812 SERIES SAM-PRS-B'-H-12' POP UP SPRAY 8' .79 30 ® FEBCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-B'V- 200 - 2' REDUCED PRESSURE BACKFLOW PREVENTER IN = �- 4 i, _- f - '- - Y 52 30 A STRONGBOX ENCLOSURE MODEL NO. SBBC-45-AL _ LAM N"" " I • 1 � �3- � 1 REVISED LANDSCAPE PLANS PER AS BUILT' CONDITIONS 7/20/01 0 RAINBIRD 1812 SERIES SAM PRS 8 VAN 12 POP UP SPRAY 8 ,.•. 1 �° - I I r Y iy t RAINBIRD 1812 SERIES SAM-PRS-B'-F-12' POP UP SPRAY 8' 1.57 CALSENSE ET-1-24 - DR W/ ANT-1 - 24 STATION WALL MOUNT ELECTRIC CONTROl1ER W/ CONTROLLER CABINET _ � ! 1I _. i - i " t i �I IY . AA !, __ � r .._� I DATE APPROVED: - DESCRIPTION OF REVISION b RAINBIRD 1812 SERIES SAM-PRS-10'-0-12N POP UP SPRAY 10 .39 30 STRONG BOX MODEL N0. SB-24-SS/120V _ RAINBIRD 1812 SERIES SAM-PRS-10'-H-12• POP UP SPRAY 10' .79 30 .4 -_ I , Y .79 30ET-1-16-DRANT-1 - 16 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET -- �� - -_ - __ - ' CITY OF RCUCAMONGA RAINBIRD 1812 SERIES SAM-PRS-10'-VM-12" POP UP SPRAY 10 AB CJ1I.SENSE W/ •. � ° -- y _ - - STRONG BOX MODEL N0. SB-24-SS/IRON RAINBIRD 1812 SERIES SAM-PRS-10'-F-12' POP UP SPRAY 10' 1.57 30 RAINBIRD 1812 SERIES SAM-PRS-12'-Q-12' POP UP SPRAY 12' .65 30 --' � - t �. -- a TRACT 15814 STREETSCAPE W 2' WATER METER •A• BY CCWD - �' RAINBIRD 1812 SERIES SAM-PRS-12 H 12 POP UP SPRAY 12 1.3 30 ❑ � - _ HIGHLAND AVE, ROCHESTER, AND LARK 1.3 30 STATIC PRESSURE 78 P.S.I. '�� -• ��D�au,=r�l,�_-' _ I � -_ •._, - __ � RAINBIRD 1812 SERIES SAM-PRS-12'-VAN-12o POP UP SPRAY 12 MAXIMUM DEMAND - 49 GPM - '- - ' POP UP SPRAY 12' 2.6 30 -� - - - -- -- -� RAINBIRD 1812 SERIES SAM PRS 12 F 12 ❑ �••;.�...� -. _L : " . RAINBIRD 1812 SEREIS SAM-PRS-15'-Q-12• POP UP SPRAY 15' .93 W 2• WATER METER •e• BY ccwD �� I _ - _ IRRIGATION PLAN e I - STATIC PRESSURE 62 P.S.I. � � � I - - '- -12• POP UP SPRAY 15' 1.85 30 -- - -- e RAINBIRD 1812 SERIES SAM PRS 15 H PEAK DEMAND - 55 GPM _ - -- + APPROVED BY: DATE: e RAINBIRD 1812 SERIES SAM-PRS-15'-VAN-12' POP UP SPRAY 15' 1.23 30 -- -- `_ - ICK COUPLER VALVE O 150' O.C. W 4 KEY'S TOTAL _• � 1I-' �� CITY ENGINEER �- - -1 '-EST-12• POP UP SPRAY 4X15 .61 30 RAINBIRD 33DNP W/ 33DK QUICK / - w RCE: 24953 RAINBLRD 1812 SERIES SAM PRs 5 -_4 _ 9 - DESIGN PLAN PREPARED BY: RECOMMENDED -� RAWORD 1812 SERIES SAM-PRS-15'-SST-1Y POP UP SPRAY 4X30 1.21 30 LATERALS SCH 40 PVC PIPE MINIMUM SIZE 3/4 . MINIMUM COVER 12 N =; l �- z- - _ _ _�, __` ��� D��e ' �\ .J {� _ 3 YOD6NA•DRIYL -� - - ___ ENVIRONS --- RAINBIRD 1812 SERIES SAM-PRS- 8 -F' W PCS.0 1 2 � iNuuunouunnNNnNlI MAINLINE SCH 40 1 1/2- AND BELOW CLASS 315 PVC PIPE 2 AND ABOVE- SIZE AS NOTED ON PLAN / - - � � �• Art. � _ :� .. ,.,. � 0 • ■ RAINBIRD 1812 SERIES SAM PRS 8'-F' /PCS. - - - MINIMUM COVER 18 i __ w - rt. DRAWN LANDSCAPE ARCHITECTURE SHEET \1� SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED. � � �� 226 W FOOTHll•L BLVD.SUITE F CLAREMONT,CA 91711 L- 6 PHONE&FAX 909 6261663 OF TO BE IN SLEEVES PER DETAIL ON SHEET L-13 SHEET INDEX ° - r r l COVER AS REQUIRED LARK DRI � CHECKED BRUT FRENCH R.L.A. NQ.3.416 DRAWING N0. O WIRE SLEEVES SCH. 40 PVC MIN. /- 8I� DATE 10-31-QO FILE NO ��D�(f/- PROJECT SHT. NO. OF IRRIGATION NOTES 1. NEW W17ER METER (SIZE PER PUP). A6 PROVIDED Br OCwD, IS IEQURED MALL POiMS of OONtiEC110N. 7PIE CONTRACTOR SltlI.l Wr(E MRAfiGEMEafT'S AND PAY ALL006T5 FOR -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - THE INSTALLATION OF A NEW WATER METER CONTACT THE CiK'AIOiNGIA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOL11 MIM BY A PRESSURE REGULATOR (F REQUIRED). FOLLOWED BY BACKFLAW PREVEFMON DEVICE, FOLLOWED BY A FLAW METER, FOLLOWED BY A MASTER VALVE. ALL EOUIPMENT SIZED PER PLM. INSTALL ALL EQUIPMENT PER CiTY STANDARDS AND SPECIFICATIONS, WMNUFACTURERS' RECOWWWDATTONS - MID LOCAL CODES. ACTUAL LOCATION OF TIME MMVENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CiTY. 28{00.00 HIGHLAND A VENUE o 3. BACKFLOW PREVENTION DEVICE SHALL BE NiSTALLED WRHHN A STRONG BOX (SB) SWC- � AL M.UMIIHNl1t,N ENCLOSURE, AND SHALL E INSTALLED PARALLEL TO THE 30400-00 = STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. _ 4. BACKFLOW PREVENTION DEVICE 5 TO BE NSTALLED PARALLEL TO THE STREET AND S� WITH SHRUBS WHENEVER POSSRL 0 CALTRA KS R O.W. I N E _ 5. THIS DESIGN 15 DIAGRAMMATIC. ALL PIPING, VALVES. M. "" WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY MO SHAH BE NISTALLIM M PLAITING MEAS WHENEVER B-3 ANY CON E SYSTEM/, WALLS, STREET LIGHTS, SIDEWALK, UTi M LINES NO EQUIPMENT, AND ARCHITECTURAL F1:ATURES. 24 T.C. 150726 31 S. B-2 WIRE SLEEVE _ W 34 6. CONTRACTOR SMALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRiOR TO � OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR 3 6' SLEEVE V= W DIRECTION IMMaEDIATELY TO THE CITY. I_ W 7. THE CONTRACTOR SHALL FAMILM HIM`SEUFF/FERSEIF WITH ALL WOERG•RyO1U.NNDD UTILITIES, PIPES MID STRUCTURES, AND SHALL TACE SOLE RESPONSIBILITY FOR THE REPIVR T. O O O O O O O O O O O O O D O O O O D O O O O O D O O ® I AT NO COST TO TING CITY, FOR ANY Dt'Y7C OF SAD UNDERGROUND FACILITIES. LLJ 0 0 0 0 0 0 0 0 0000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 :00000000000000 0 0 0 0 0 0 0 0 0 0 0 a/4 , o c o 0 0 :0000 O O O O O O O O O O O D O 0 0 0 0 0 O O O O C O 0 0 O O O O O O C O O O O O O D O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00°O°O°O°O°0000000°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O 0000000000,00 �� ,, � - I JL4 un►frnnnlrnmrnn ,►r►nnr►nnr 9r4 _ - D N!• CONTRACTOR SHALL FLLISH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPIUM COVERAGE WITH MINIMAL OVERSPIW WO WALKS, STREETS, WALLS, ETC. THIS SHALL NNCUIDE (Illmm�mmnrnrnxrnmnlrnnminlmnml4r►Im of � mmrl ar4rnnn►nrnmtnnnl""rnnnr► ----_-- 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0„ �4 11 �L-- >r� 1• ° ° DDD ° °- ° ° ° D ° ° - ° ° ' -- -- --- ____- - THE SELECTION AND NSTANIJITHON OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT NNTTLAL COHlSTRIUCTiON. r 000°0° 00000 000000°000°0 0- 1, 00 00c00o�opc o "o o aro 1�-� 0 0 0 0 0 0 ° 0 0 0 o„0 0 0 0 0 0 0 IMM • r ° �° o°o°o° °Vr °p-p °° ° r MIIfpMinlll 22 ���22 ml ! rnnlrim.rnrn„rn"r'i'nntmiflf,rnrslll 11/ - -1 VP ! �N1n11 INNIIfllirnin11tl►.....mrrn i Illm1n9111.illfrl�m�lrnnimm�mrnn►mm�mrnnmrnmnl ffTfltl / -- -- -- --}_- 9. WHEN VERTIC&�y��p X X Yom(_ aro = r _ _ 0 �- - Ili_ _ 1.. � r ..L i 1� t The Y �� ,1 ,: r. ' + �.: �;. Y - PROVIDE PROPER COVERAGE. NaIIiSTMENTS SHALL BE MADE AT NO ADDiT10NA1 COST TO THE C". OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO -- - -- - - fFIRE _ LIGHTS. ETC. INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS 90 A6 10 PREVENT PROPER COVERAGE, THE - -- - -- - - -_ - IRRIGATION SHN..L FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLUNG A QUARTER CIRCLE s/4 1 v4' - - - ar a,4 -- - I \ / \ -7 - - , I_ J ALL - - - Y - - 1 yr - - - y Y - - - - - \, _ O (RCV) ON EACH BRN CH. PIGTAL EACH ORANGE WIRE A7 � - L I I 10. INSTALL ONEO��1, SPARE ORANGE WIRE ALONG THE ENTIRE LENGTii OF THE WVHN1lNE TO THE FARTHEST R'EUQTE CONTROL V11LVE \ � , - THE ENCLOSURE. INSTALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION MIRING. 0 - - - - 11. IRRIGATION SYSTEM Q BASED UPON A WYWMIM OF 3 NICHES OF WATER PER WEEK (TURF) NO 2 INCHES OF WATER PER WEEN( (MOUNDCOMER/S1HRUSS) APPLIED FOR a HOURS A i -I- - - - ,I I ,I 55 * \\ ,` I_ NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:oD P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. O I 5 9 ' 5 7 I 5 \ _ 12- THE SYSTDJ 15 DESIGNED MR THE MINIM N OPERATING PRESSURE AS SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM DOWID OF GALLONS PER MINUTE 6 AS SPEAFTED. THE I - V 58 _ �`I P= 15 0 3 . 5 \ _ IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SiTE PRIOR TO THE START OF INSTALLATION. ANY CHANGES SHALL L BE BROUGHT TO THE ATTENTION OF THE P - 1499 . 0 I P= 1497. 5 I _ I P 1501 . 7 I _ - ,� ' I I P- 1498 . 3 `I P 1 5 0 0. 1 J i ' _ 13. AROMA C CWROL�-"• 70 BE A C&SEIIIISE INSTALLED WITHIN STATIONS)T -STRONGBOX (SB) 2�� VOLTER -r TO BE A C ETM- 16 ( STATIONS)- DR L' OF V _ (DIGRAL CONTROLLER�C� ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-nLLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER 9TWICATiONS AND ATTACH COAXAL CABLE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CRY. 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS MID SHALL BE RESPONSIBLE FOR THE POMER HOOK-UP FOR THE !IRRIGATION CONTROLLER. ELECTRICAL w CONTRACTOR TO INSTALL BACKFLOW ASSEMBLY, FLOW METER CONDUCTORS AND METER TO BE PROVIDED BY SCE. COORDINATED AND PND FOR BY THE DEVELOPER. POINT OF CONNECTION *B NOTE: GATE VALVE To BE INSTALLED AND MASTER VALVE, WITHIN PLANTER AREA ADJACENT TO WNL 15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR M FINISH GRADE OF THE AREA M BE IRRIGATED UNLESS OTHERWISE DERWTED ON THE PLANS. WITHIN CALTRANS R.O.W. CONTRACTOR TO CONNECT TO NEW 2' DOMESTIC WATER METER. FOR SHUT DOWN OF SYSTEM ALL VALVES, AND QUICK COUPLERS TO BE INSTALLED OUTSIDE CAL TRANS R.O.W. CONTRACTOR TO INSTALL A 2 112" UNE SIZE GATE VALVE] A 2' REDUCED BY CALTRANS WHEN NECESSARY W » 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRMJR HEAD IS X- ABOVE FINISHED GRADE. PRESSURE BACKFLOW, A 1 1/4 FLOW SENSOR, AND A 2 MASTER VALVE AUTOMATIC CONTROLLER B / ELECTRICAL P.O.C. INSTALL PVC MAINLINE TO CONTROL VALVES AS SHOWN. CONTRACTOR TO _ _ PRESSURE CALCULATIONS 120 VOLT METERED EXISTING STATIC PRESSURE: 6IFY STATIC PRESSURE, 622 PSI ENCLOSURE. AND SIZE. ENCLLOSURE. 0 ANTENAUTOMATIC CONTROLLER TO NA (EPDXY-FILLED) ON TOP THE/ENCLOSURE PERAMFG. SPTEOCIFICATiBE ON�D ATTACH COAXIALITHIN A GCABXLE�ELECTRICAL P.O..: CONTROLLER B" SYSTEM DESIGN PRESSURE: 51.68 PSI CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO NEW CONTROLLER LOCATION AS SHOWN. INSTALL NEW ELECTRICAL PULL BOX 1 1/2- ELECTRICAL CONDUIT PEAK GPM DEMAND: 45 GPM AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. SCE CO. TO INSTALL METER HEAD AND CONNECT TO STREET LIGHT CONTRACTOR WATER METER 'B' TO MAKE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SYSTEM SHALL BE OPERATIONAL PRIOR TO CITYS ACCEPTANCE OF PROJECT. H.G.L. MEAN ELEVATION 1648.0' LOW , 1658.0' MGH CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CiTY SOURCE OF INFORMATION CUCAMONGA COUNTY WATER DISTRICT CARLOS FIMBRES _ AND CAI-SENSE. CONTACT CITY PUBUC WORKS INSPECTOR AND CAI-SENSE AT (619) 438-0525 = ) B-5 B-1 - (909) 987-2591 DATE VERIFIED 11-9-98 D 32+00.00 27 UNE DEUNEATES BEGINNING OF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION WATER METER ELEVATION 1504.67 - 62.06 STATIC P.S.I. (LOW) 66.39 MGH AT METER 28 34+Oo•o0 _ 36+00.00 m _ REMOTE CONTROL VALVE B-10 = TOTAL GPM 45 Q PERMANENT LMD SIDE J.INTERIM LANDSCAPE SIDE B-6 1,263 S.F. _ QUANTITY SIZE ITEM P.S.I. LOSS T.C. 1504.67 FW ""' 2 1/2' CONTRACTOR TO INSTALL MAINLINE STUB 32 _ 2' WATER METER 1.6 6' SLEEVE 1/2' IN VALVE BOX FOR FUTURE AT ITERiM UNE 1»r�nlrn�11 1111199= _ 2' BACKFLOW DEVICE 9.0 1 1/4 FLOW METER 3.18 I- o o°o°o D°o°o°o°0°0°°000 00000°00000°000000000°0000000000°0°o°o°c°o°o 0 o c o c o 0 0 0 0 o c o 0 0 0 0 0 0 0 °o°o°o°°°o°o°D°o°°°0°0°0°0 °°°000000000000000000000000°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°00000c0o0o00°00000000000 ° °0000c 00o000000000��.�00000o0o0c0 0o c00_oo°0°0°0°0°°°o°o°c°o°o°o°o°c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `t - O O O O D O 0 0 0 0 0 00°O°O°O°O°O°O,° °,O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°000°00°00°O°O"O°O° aro ^°O°O°O°O°0°O°O°O°O O°O°O°O°O°opo° O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°D°O°O°O°O°O°O°O°O°O°O°O°O °O°O°O°O°O°O°O°O°O°O°O°O°O°O° 2 MASTER VALVE .� e o 0 o c _ _ __ -� o 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D o e 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D 0 0 0 0 0 0 0 0 0 1 VC 1, / 0 0 0 0 0 0 0 o D o 0 odo�000 0 0 0 0 ° 0 ° 0 0 0 0 0 0 0 0 0 0 0 000 °0000000000000000000000000°0°0°0°0°0°0°0°0°0°°°°°o°o°o°o o°o°D°°°o°0°0°0°o°oQe� _ __... 0 0 ° 0 ° 0.0 0 0 0 o_o_o_o_o_o„o�oao„0„o,•0„0„0 0 0 ° 0 ., 0 0 0 0 0800° � , m n p p A , f I f nn r i r l nnnnnnnrrrrrnnnrnlrnunnnnnnnnnunm 11111111 fill rrn r l r mnmmnmmnAFm�mfrMmmmmm�mmmnmmnmmnN►rmmmntl I nlm.mnmmnmeren nmmmmm� umm�ennm►nnf ufitf n mmnunrmm�tn Inn r►rnruln n f n f 1 t f nt r f W - r nnin+11nrnf.INlnnrn nrnrurnrn11me nnnnmNamnrnrnnnf rnmmm�nnl Innmmnr 1111 rn <0 � � � ,�j � fl�l�J unlllfnrmm�m�fnnflnnnnnnmm�rnrnnnnrnnnnmm�rnnnm►nnnnm►mrnnnnmm� mn4 ►ylmunurnfnnnnnrinfefrnrmm�nrmelnnnnrn.rnmm�nrnufnnnerrmfnnl� 61T 2 1/2 ANILINE 5.15 -mm ,_ - ----- c0 _ - - _- --7 1 1/ -- 'G o„o ^ oa .,' ..o-o 06060 C�^�L^"' °.^„'-�^��c'��. ..c-ouov°ffp`'- ____ J � G°J„C �°OJ GOC O�OG - V `G D,y OGC FOOD°C°JOD_G J„O C D 'D°00000 Ov .„:�= 0 O" O �II-TQ _-- - __ �• 2 2 1 2" GATE VALVES .O ---- 0 0 0�0 O� C O O.,O O;O ;,O O O 080 O O ° O C OHO O� � �',.�T_�-'� _ - 0 c0"coo`o',00° °_000" ,��a.poc0c0oo00o.Go°" 0 0 L� 9/� 1/4 --- t o °o°o°o°m`o`o o°c o °�°a°^Oo'o° c c°°o=o0`°00_00:_00�o0c0o0c0o000o0o0oco0,, o X00-0'o`o°^Oo°c°o`'c°o°c°^°c°^O°°c°o°o°o°0 0 0 ^ 0 0 0 0 ° c c °"0 ° / 2 e 0 0 0`0c'- coo0oc00o0o 00c0 c000°o00° 0 ° o-cococ0o0oo0 0 00000°0c .=00°000'a°000°o°0co°0oo0°000 00000 c o °000°°°000o„o0c0o°000°a4 W • r o„0 0 0 0 0 0 0 0 0 ^�- o c ° 0_0� 0 c o 1 ]/4• 0_0 0 0 0 c o c 0 c o 0 0 0�o`° 0 0 0 e°o 0 - _ a/4 �� a/4 o o0D0�°-�p.Ca° � '2�4.o°c�°oad°^D 9/41 V!' a/, �"o°o°o°o°opo°oOo°c°D ° - 1 -°° o��°o°°� W 1 1/2' REMOTE CONTROL VALVE 3.7 ° X�X,_Y Y aro Y �r �o� �p il• 1�. � Il• fl• ' I/!• r '. 11� t� (� ' __ --._ - '--_ _Vt= .- � �_. - __ T - - /V' 3/4' LATERAL UNE LOSS 1.7 -- --- �_ - --- -- =F --- --- - ii = 4' WIRE SL E V - _ - - - - - - -- - - ar ar arMfs�s�s -_ - - - >t!4 11/4' 1 VY - T - - - - - �f�Fl� - - _ 4 t• -,-- - -- - - - - - _ ���s�.,1 - -- - - - _ _- -- - -- - - - - - -- - (f� 15 1 LATERAL LINE LOSS .36 - - U - - - - - -1 - - - - -- -- - - -- - �" - - - - - - _ 16' 1 1/4- LATERAL UNE LOSS .24 W 1= ♦� / � 54 I i i -- - - -1 - - _ - - - - -i- - - - - -- - - - - - � - - - - - - - - - - - - -- - - - - - - - - - - - -Y/ - - W 6' 1 1/2" LATERAL UiE LOSS .10 LU -�. - -f- - I I 5 3 I I I (^ - - - LTJ 3' 2' LATERAL UNE LASS .04 co = [ I I I I 1 � _ co M71NG LOSS (10x) .76 Ll I !, '�W QR i`5 0 3.7 ( _ � I 5 2 J \ i = ELEVATION CHANGE +10.89' + 4.72 Z = I \ i P= 1502 . 2 i ) - L \ _ Z TOTAL SYSTEM LOSSES 21.88 P 1500. 1 5 0 3 3 * 3 2 _ J PRESSURE RE O 30.0 I I ( I P = 1498. 1 P= 1497 . 4 _ _ = TOTAL PREssuRE REQUIRED 51.8e P= 149 &:9 P = 1497.0 = V LOWEST STATIC PRESSURE AVAILABLE 62.06 _ RESIDUAL WATER PRESSURE 10.18 OTE: = II I I j I K i OS•CAPE PLANS WM41N i NS ' R.O.W..O. REQ U I = SCAPe M C W � ! TION SYSTEMS wmttu THP STATE yC-�f•47-OE-WfAY SHALL„8E IfJSTA1.Lf'D M ACS-ORA4N�E \ _ O � K• FR � I STS � T� CAL. - 'L f i OYIS HIS IN SECTPK 2A 5 W216ATION Y k5 0 CURRi;M TPtWs cATTONs. � i I /S � C� TR�f�S �'��N1(rt' _ ��• 34,NU ti� J0 4 N • Signature NOTE SEE FOLLOWING SHEETS: 1 RIG RZAND AYENUB K 10 I✓ONDUCTS UNDETZ SNDEWAIKS IN THE Si'AT� KIGFfT-OF-IVAY SFfr4t-L 8E l8 BE10W FIFdfSNiPD SURN=IKT:. CONSTRUCTION PLAN L-2 � �� IRRIGATION LINES CT?OSSINe UWER DRIVEHAY / STR£ET5 WiTHiN THP SThTf Nr.,HT-OF'-,WAY SHALL. 0E IRRIGATION PLAN L-5 ,� �.; _._, � RmewOi Date �� PLAITING PLAY L-9 �` - s _ .•.; � . IN WTNER @�MDCD STfFI- PIPE OR CORRUGATI'D ST fI_ PIPS CONDUIT Ivrflf A MINiMUM Or 42 OF - � -!S 23 -5 TS V .aLsl'1�: L-5,TJ L 1. C0 �. - •1 - - IRRIGATION LEGEND _ ___ -- - SCALE: 1 " - 20'-0" SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I. SYMBOL MFG. MODEL NO. AND DESCRIPTION AM DPI M " H WATTS 403-RT-RW UNE SIDE GATE VALVE '- --• I ... RNNBiRD P 10 H w .3 PCS 12 POP UP SPRAY 6 .3 1 1 RS a 2 SERIES SAM RAINBiRD EFB-CP-PRS-B SERIES ELECTRIC REMOTE CONTROL VALVE SIZE PLAN -- ,-. -- 8 .37 .79 30 �-• v RANSIRD 1812 SERIES SMI PRS 6 VAN 12 POP UP SPRAY -- -- N ELECTRIC GLOBE MASTER VALVE --� - - �••� O RM OPE ELE 1 I NORMALLY � SUPERIOR 3,00 SERIES .._. I�Yls�fl pEfZ C>°�L�ttZ�Ns FZ�QUIf�MENt /zero _ 3 O RANSIRD 1812 SERIES SAM-PRS-S'-0-12' POP UP SPRAY as .39 30 DATA INDUSTRIAL 22OP-FM-1258 - 1 1/4' FLOW METER INSTALL PER MFG. RECOMMENDATIONS - Q] REVISED IRRIGATION PLAN NBIR 1812 SERIES SAM-PRS-8'-H-120POP UP SPRAY 8 .79 30 VJ -- - O RA D G L CAL'iR,At`!S P-0,14. . SUPE oR 0 SERiP� NOJtMl1Ll..Y GLOSED EL.E•cTR1 G!-o13P MAS?1=R YAI-Y>= NOTE ONLY IN0 R1 T�oO _ n O RNNBIRD 1812 SERIES SAM-PRS-8 -VAN-12" POP UP SPRAY a .52 30 .�. CITY FESCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 2 EDUCED PRESSURE BACKFLOW P R IN ,:. i .- _ PATE APPROVED: -- DESCRIPTION OF REVISION � RNNBIRD 1812 SERIES SAM-PRS-8'-F-12" POP UP SPRAY So 1.57 30 -__ -- - 0 -4 - A STRONGBOX ENCLOSURE MODEL NO. SBBC 5 AL --• y - N R i 1 SERIES SAM-PRS-10'-0-12" POP UP SPRAY 10 .39 30 - b RN Bt o a 2 1 � I - - - 8 RNNBIRD 1812 SERIES SAM-PRS-10'-H-120 2 POP UP SPRAY 10AB _ CITY OF RANCHOCUCAMONGA . .79 30 L_,y, 2Z CALSENSE ET-1-16-DR W/ ANT-1 - 16 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET 1�• --• -' _. --�-- _ -, 6 RANBIRD 1812 SERIES SAM-PRS-10'-VAN-12" POP UP SPRAY 10 .79 30 STRONG BOX MODEL NO. SB-24-SS/124V _ / - s e. -• as _ .. � 3,z,4 _ -. _ � TRACT 15814 STREETSCAPE RAY 7 UP SP 1.5 30 RANBfRO 1812 SERIES SAM-PRS-10'-F-120 POP 10 _ _ _ ,- � RN NBIRD 1812 SERIES SAM-PRS-12 -Q-12 POP UP SPRAY 12 .65 30 -~ �� ._ H>ti Nom � _ HIGHLAND OCHESTER AND LARK ITER METER 'B BY CCwD �� AVE,, RANBIRD 1812 SERIES SAM-PRS-12'-H-120 POP UP SPRAY 12 1.3 30 -- -- , STATIC PRESSURE 62 P.S.I. DEMAND - 45 GPM PEN( DE --• _ - RNNBIRD 1812 SERIES SAM-PRS-12'-VAN-120POP UP SPRAY 12 1.3 30 T ' i NBi - K VALVE O 150 O.C. W 4 KEYS TOTAL -- -- _. RN RD 33DNP W 33DK C COUPLER V -� RANBiRD 18,2 SERIES SAM-PRS-12'-F-120POP UP SPRAY 12 2.a 30 � / an / _ - - _ _ .IRR DATION PLAN Y 0 RNNBIRD 1812 SEREIS SAM-PRS-15'-Q-12" POP UP SPRAY 15 .93 30 _ MINIMUM COVER 12 --' --• -� LATERALS scH 4a PWC PIPE MINIMUM SIZE 3/4". MI - , �SAPPROVED OVED BY• � DATE. t SAM-PRS-15'-H-12" POP UP SPRAY 15 1.85 30 .x. '.x. •--• 1 JL E) NBI 1x12 SERIES SAN ._ RN RD -- " - CITY ENGINEER � L _aRCE: 24953 PI - SIZE AS NOTED ON PLAN a . „ , MAINLINE SCH 40 1 1/2- AND BELOW CLASS 315 PVC PE 2 AND ABOVE E) RANBIRD 1812 SERIES SAM-PRS-15'-VAN-120 POP UP SPRAY 1S 1.23 30 / �- MINIMUM COVER 18" N DESIGN PLAN PREPARED BY: RECOMMENDED RANBIRD 1812 SERIES SAM-PRS-15'-EST-120 POP UP SPRAY 4X15 .61 30 $- RANBIRD 1812 SERIES SAM-PRS-15'-SST-120 POP UP SPRAY 4X30 1.21 30 _ �- _ SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWTSE NOTED. - YOD`"" °""a - ENVIRONS ,,... �T - - ENVii�OiVS TO BE IN SLEEVES PER DETAIL ON SHEET L-13 �.- _ � _- - �_-_ . RAINDRD 1812 SERIES SAM-PRS- 8'-F' W/PCS.30 1' .3 30 DRAWN LANDSCAPE ARCHITECTURE SHEE 1 WIRE SLEEVES SC I/ H. 40 PVC MIN. COVER AS REQUIRED 216 W.PC)OTf�L BLVD.sLmT?F • Ci.ARPaION't G 91711 OKP . L5 • RANBIRo 1812 SERIES SAM-PRS- 8'-r W .20 1 .2 30 - OF r �� !'HONE!FAX 62��663 LARK DRIVE CHECKED DRAWING NO. SHEET INDEX R.L.A. S BRETi FRENCH �341 B I I • I°�CE DATE 1Q-31-0Q FILE NO / 676-L PROJECT SHT, NO. OF _ 40+00.06 0 -13 4281 -7 B-8 IRRIGATION NOTES 1,926 F HIGHLAND A VENUE 40 � 41 1. tEw WATER METER (SIZE PER PLAN) AS PROVIDED BY CCWD, IS REQUIRED AT ALL POINTS OF CONNECTION. THE CONTRACTOR SHALL MA(E ARRANGEMENTS AND PIRY ALL COSTS FOR B-12 THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA COUNTY WATER DISTRICT FOR COSTS AND INSTALLATION PROCEDURES. o O o°o°o°o°o°o°o°o°o°o°o°o° 0 0 0 0 0 0 ° ° o ° o 2 TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER FOLLOWED BY A PRESSURE REC;UTATOR (IF REQt1fRED), FOLLOWED BY BACKFLOW PREVENTION DEVICE. FOLLOWED BY A FLOW METER, FOLLOWED BY A MASTER VALVE ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CITY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATIONS 0 0 0 0 0 0 0 0 0 0 0 0 ° ° ° ° o0 . • _ °°°° ° AND LOCAL COPES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CITY. --_____�.-- -�_--- °o°o°o°o°° ►q►►lnrnf nrgmttrnrnl anmm�►gnnntgnrnqnnnnnnnrnnrt►mnmmtr►- ° 0..000-.-0.- ° 1/2' . ego - 2 1i?' ►MMMt� °O-°-°-°°°°o 0 0.o-o.-o.-o ry11►Nb 00-°00000000° ° ° °o°0 0 0 '�, 0 0 0 0 ° 0. 0 0 0 0. c o 0 0 ° o ° ° 0. ° o 0 0 0 0. D o 0 0 0 0 3. 9AI:I nOW PREVENTION DEVICE SIAL BE INSTALLED WITHIN A STRONG BOX (SB) SBBC- 48 AL ALUMINUM ENCLOSURE, AND SHALL BE 06TN JM PARALLEL TO THE 1 e°' ° . . a . . a D a a a . D a a a . . . a . a ° . . a a a . . a D a . a a . a ° 0. 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 e o 0 0 0 ° 0 0 ;0;0;0;0;0;0;0 o a o 0 0 ° a c_c a c ° 0 0 0 ° 0 0 o a o 0 0 0 ° 0 0 0 0 0 0 ° o e o 0 0 D° pIlN► o 000°°°°°°°°° °°°°°DJoOo 0.D°°°°°°°°°°°°°o°°°°°°°o°D°°° °°°o°°°°°°°°°°°°°° • °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°-°°°^o°c°o°o°o°o°J°o°c°ooc°o°a°o°D°o°o°J°o°D°o°D°0°°°0°0°0°0°o° STREET AND SCREENED WITH SHRUBS WHENEVER POSSIBLE. l Vr o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 oao 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c °o° ° 1pl "�' _� _ ___ 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°0 0-'0. c o 0 0 0 0 0 0 0 ° 0. 0 0 0 0 0 0 o D o 0 0 0 0 0 0 o�q a 0. 0 0 0 0 o�ovo„o„o„o„o„o„o 0 v� t yr- - - - - - - - °a-.--Dao Ntftt►mm�nr nnmm�nlnnn nnnnnttnmmrmnr gnrnnnl Illgrgnmrnmnnrnnernnrrmnlnmm�►nn►mm� nnunnlrrrnlnttrnnntlmrr nnn►rnl I put mn►nur nn nttttnnnntrnnnlrrnlnlmnrgnm nnnurrrnnnnnnnmm�nrn nunnrnuglnnr"tn►nnn nrrynl ►nnnnnnnmmly� 4. BACKFLOW PREVENTION DEVICE 15 TO BE INSTALLED PARALLEL TO THE STREET MID SCREENED WITH SHRUBS WHENEVER POSSIBLE. - - °O-°°O-°0.0.0.0.0. o t �. � �' � 1�C, '0' � 1 �j �` 0. 11100 4. o,o�c °aLo D o a e o 0 0 0 0 0 0 _ ` °O°O°O°o O 0.o°0'°ooa o°0.o Joo°O°° 00.°0°0°°°0;°°0;0°o°o°°°O°o°°°°°o°O°o°o° --- --- t• O DOO°DO O O O„O D O O O D ° ° O .. O O O D O °���,,O O O ° O1/4""1 O,O W �__- -- - \ ` o o °,o �oc, a o �4yao 0.0.°0.0..-c-o.-o-o 0.o-°c L4 f V4' °O.-D.-o.-a-Doo.-o�0-o.-0.oaooc o c o ago coo-0.o 5. THIS DESIGN IS DI AGRArMATIC, ALL PIPING, VALVES, ETIs. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED N PLAITING AREAS WHENEVER ` .- 0 0 0 0 O O O a G O O W = - - - r _r_ v+ °_ - - - _ - t yr ° °O° °II° - y� �-0_ ° o°-�r , Mw POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALK. UTILITY LINES AND EQu1PMExr, APD ARCHITECTURAL FEATURES. . __ _ � _vmvAm _ \ - -- -- -- - - - T -� - - - - - - - - ''�►y 6. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR I vt• �i, DIRECTION IMMEDIATELY TO THE CITY. 4 yi \ j - \ - -- --- * , ro \ _ - --- -- - -_- _- _ - ` 7. THE CONTRACTOR SHAT FAMILIARIZE HIIMSEIF WITH ALL UHOOtGROUPD UTILITIES. PIPES Mb STRUCTI)RES, AND SHALL TAKE 901E RESPONSIBILITY FOR THE REPAIR/REPLACEMENT, W _ - _ /+FIRS,AID - �..-- / s ar= - _�:- f---- -_-_ � __-_ -_---__ 1 AT NO DOST TO THE CITY, FOR /WY DAANKE OF SAID UNDERGROUND FACILITIES. W = t yr r / / I ° 8. CONTRACTOR SHALL FLUSH MID ADJUST ALL SPRINKLER HEADS AND VALVES FOR OP'T1MUN COVERAGE WITH MINIMAL OWERSPRAY ONTO WALKS. STREETS, WCLS, ETiC. THIS SWU INCLUDE \ .--O-pD 00 THE SELECTION AND INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 1 0.0.0.00.0 0a 1 1 aDoaaa 00 W - P = 1497 . 0 / \ �'°-°° '- 9. ��GIITIOH CONTRVEIMCAL ACTOR SSHAL"S (FIRE HYDRANTS,LL FIELD SPPRRMJUtR S1� � QUARTER INTERFERE RgRC E OSPRAYR AHA FF SPRIN ►"� F�.ACH SIDE 0B 16 TO PIREVENT MOM COVERAM T O Z _ / \ -000. z 00 PROVIDE PROPER COVERAGE. ALL ADJUSTME'NT'S SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. P = 1497 . 0 1 0 000-0 -0 0 /, P_ 1497 .0 - `� `°0,0`°000 = 0e 10. INSTALL ONE (1) SPARE ORANGE WILE ALONG THE ENTIRE LENGTH OF THE MAINLIPIE TO THE FARTHEST REMOTE CONTROL VALVE (R" ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT - P - 1497 . 0 100 00 THE ENCLOSURE INSTALL TER7~rINAL STRIPS IN ENCLOSURE FOR IRRIGATION WRING. a0.° 00 ♦ 1 _ \ 000. °.- 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 INCHES OF WATER PER WEEK (1URF) AND 2 INCHES OF `MUTER PER WEER (GROUNDCOVER/'SFRUBS) APPLIED FOR 8 HOURS A P = 149r6\. 8 0 "a NIGHT/5 DAYS A WEEK BETWEEN THE HOURS of 400 P.N. r0. 500 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME 00 12. THE SYSTEM IS DESIGNED FOR THE MINIMUM OPERATING PRESSURE AS SHOMN AT EACH PONT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECIFIED. THE '000 _ IRRIGATION CONTRACTOR SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY (MANGES SHAT BE BROUGHT TO THE ATTENTION OF THE 0O°O OO //��/►{{yy 00 0 0 / ' \ .°-0 0.00 13. AUTOMATIC CONTROLLER 'A' TO BE A CALSENSE ET1- 24( STATIONS)- DR. AUTOMATIC CONTROLLER -r TO BE A CALSENSE ETI- 16( STATIONS)- OR c-D�a °0.- (DIGITAL RADIO) W/ ANT-1 ANTEMNA PORT INSTALLED WITHIN A STROPIGBOX (SB) 24SS/120 VOLT C °0.00 0 : OONIROLLER/ELECTRICAL ENCLOSURE. MOUNT THE ANTENNA PORT (EPDXY-FILLED) ON TOP OF THE ENCLOSURE PER MANUFACTURER SPECIFICATIONS AND ATTACH COAXIAL CABLE SYSTEM INTERIM L DSCAPE NOTE ^ ' °.o° 0 0 0 o SHALL BE OPERATIONAL PRIOR TO THE CITY$ ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CITY. I. c 000 °0 f °0° 14. THE CONTRACTOR SHALL SLI'PLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RESPONSIBLE FOR THE POWER HOOK-UP FOR THE IRRIGATION CONTROLLER. ElEiCTRICAL IN�ERIN LANDSCAPE IS DEFINED ASRING OF HIGHLAND AND THAT WILL BE AFFECTED BY THE ROUTE 30 ONSTRUCTION. D°°° = 000. CONDUCTORS AND METER TO BE PROVIDED BY SCE, COORDINATED AND PAD FOR BY THE DEVELOPER CONSTRUCTETHEwPERMANENT LANDSCAPE WITHIN'_THE L M.DAT .. THE INTEESE RIM LANDSCAPE NS IT WILL NOT WILLL CONSIST OF O I I I I I I I I I I I I I I I I I 1111111111111111111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I� }I I I I I I I I I�I S 11 111111111111111111111111 15. ALL SPRINKLER HEADS SHAT BE SET � TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS oRtERr m DESIGNATED ON THE PIANS. A 40 LAYER OF WOOD CHIP MULCH AVAILABLE FROM INTRAVAIA LOCATED IN UPLAND, CA (909) 982-6713. MATCHLINE SEE BELOW 16. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS W ABOVE FINISHED GRADE. UPON COMPLETION OF ROUTE 30 THE OWNER WILL BE RESPONSIBLE FOR COMPLETING THE PERMANENT HARDSCAPE AND LANDSCAPE AS DETAILED ON THESE PLANS .WITHIN THE INTERIM LMD AREAS ' = N ILINE DELINEATES BEGINNING OF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION _ jW(3,1T10N Sr.,17 MS XM4IN TitE STATL KIG31fT-OF-MAY' SHALL RE DISTAL lta AOCCoKDA ce KMi THE PROvIs(ONS IN Ser-T(ON 20-5 IMIE ATIOt4 INTERIM LANDSCAPE SIDE PERMANENT LMD SIDE = syG;TEMS r' or -Tito cuFf-tNr CAL TPM9 STANt�W sMcIFICA.T10N'S NOT L- _= ROCHESTER A VENUE � = N;DNDUf?S ( SIt7�Y(ALI4S D•I TI•flr sr�T� KIC�f+T-Ot✓-wAY Sf4LL $!; B-11 1 A-2 A-3 2 514 S.F. 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I I I ) Ir- I ) I I I >1 N �,��, A _ W co Lc; ( I M t- I\ I u) 00 J �; rte) I I o 06- - m =Z _ = °l 00 M I °' � cn I .� 0.0 00 I I 0.o t` v _ '� ''� r LIMIT - - V CL CL I I � I I a- I I � _ I a- CLF.- = I I I I SCAPr • 111= � _ cK. �R � ,�, Si °furs SEE FOLLOWING SHEETS: # 10/31/00 N CONSTRUCTION PLAN L-3 > Renewoi dote I RTCHLAND AVENUE RRIINGA IONPPLA LL 10 G \P IRRIGATION LEGEND SYMBOL MFG. MODEL NO. AND DESCRIPTION Vn1 t SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I. H WATTS 403-RT-RW LINE SIZE GATE VALVE - SCALE: 1 = 20'-0" RAINBIRD EM-CP-PRS-9 SERKS .ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED ON PLAN `�" RAINBIRD 1812 SERIES SAM-PRS-10'-H W/ .3 PCS - 12' POP UP SPRAY 6' .3 30 ® SUPERIOR 3100 SERIES NORMS LLY OPEN ELECTRIC GLOBE MASTER VALVEr- i RAINBIRD P WW 12 POP UP SPRAY 6 .37 .79 30 -- V 1812 SERIES SAM RS 6 r DATA INDUSTRIAL 220P-FM-125B FM 1258 1 1 4 FLOW METER INSTALL PER MFG. RECOMMENDATIONS ® - r - RAINBIRD 1812 SERIES SAM-PRS-8'-0-12' POP UP SPRAY N3' .39 30 _ -- 0 RAINBIRD 1812 SERIES SAM-PRS-B'-H-12' POP UP SPRAY 8' .79 30 FEBCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 - 2' REDUCED PRESSURE BACKFLOW PREVENTER IN -- "" (Q K�YISEq f�fZ CAL T(,NS I QUIRE E1 TS I/i7/o0 ® - N o TAT O N r N 4 IRR 1 A O RAINBIRD 1812 SERIES SAM-PRS-B'-VAN-120 POP UP SPRAY 8' .52 30 A STRONGBOX ENCLOSURE MODEL NO. SBBC-45-AL a .� -- -- --• 0 RAINBIRD 1812 SERIES SAM-PRS-8'-F-120 POP UP SPRAY 8t 1.57 30 AA CALSENSE ET-1-24 - DR W/ ANT-1 - 24 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET *r 4 ._ -- CITY b RAINBIRD 1812 SERIES SAM-PRS-10-0-12 POP UP SPRAY 10 .39 30r: -= -. s� STRONG Box MODEL No. SB-24-SS/1 , - - � � - -- -- i � DESCRIPTION OF REVISION �►� APPROVED: RAINBIRD 1812 SERIES SAM-PRS-10'-H-12' POP UP SPRAY 10' .79 30 - - - '-VAIN-1 ' POP UP SPRAY �� � _��. ,- r. RAINBIRD 18,2 SERIES SAM PRS ,0 2 10 .79 30 AB CALSENSE ET-1-16-DR W/ ANT-1 - 16 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET `= _ _ - _ _ CITY OF RANCHO CUCAMONGA -- - _ RAINBIRD 1812 SERIES SAM-PRS-10'-F-12' POP UP SPRAY 10' 1.57 30 NG NO-SEL-24 i RAINBIRD 1812 SERIES SAM-PRS-12'-0-12' POP UP SPRAY 12' .65 30. Q solOR 3000. SERIES rlAttti(RLL`f uos� ctwc Gto{ MIASTvALv t�st� f�FIC( to cNu. tR�t�s .o,W. TRACT 15814 STREETSCAPE w • I RAINBIRD 1812 SERIES SAM-PRS-12'-H-12' POP UP SPRAY 12' 1.3 30. a 2' WATER METER A BY CCWD -w L°� "" -- HIGHLAND AVE, ROCHESTER, AND LARK RAINBIRD 1812 SERIES SAM-PRS-12'-VAN-12' POP UP SPRAY 12' 1.3 30 STATIC PRESSURE = 78 P.S.I. --t -- • • ..- -� RAINBIRD 1812 SERIES SAM-PRS-12'-f=-12' POP UP SPRAY 12' 2.6 30 MAXIMUM DEMAND 49 GPM '- - P SPRAY ❑W 2 WATER METER "B BY cxvrD •� 0 RAINBIRD 1812 SEREtS SAM PRS 15 0 12 POP U 15 .93 30 � --• ' IRRIGATION PLAN E) RAINBIRD 1812 SERIES SAM-PRS-15'-H-12' POP UP SPRAY 15' 1.85 30 STATIC PRESSURE 62 P.S.I. -- -� I " -" I -' PEAK DEMAND 45 GPM - E) RAINBIRD 1812 SERIES SAM-PRS-15'-VMI-12' POP UP SPRAY 15' 1.23 30 " ' Ii - " APPROVED BY: i DATE- RAIN ATE: �- - RAINBtRD 33DNP w 33DK - QUICK COUPLER VALVE a 150' O.C. .w 4 Wt S TOTAL l = _z "s "� "` �- -- CITY ENGINEER RCE: 4953 RAINBIRD 1812 SERIES SAM-PRS-15'-EST-12" POP UP SPRAY 4X15 .61 30 / / _ -• sC- 1 r /_ $- RAINBIRD 1812 SERIES SAM-PRS-15'-SST-12' POP UP SPRAY 4X30 1.21 30 LATERALS SCH 40 PVC PIPE MINIMUM SIZE 3/4 . MINIMUM COVER 12' N _•• � - - � '� _ r. �. ' DESIGN PLAN PREPARED BY: � RECOMMENDED RAINBIRD 1812 SERIES SAM-PRS- 8'-F' W/PCS.30 1' 3 30 t ► MA"E SCH 40 1 1/2' MID BELOW CLASS 315 PVC PIPE 2' MID ABOVE- SIZE AS NOTED ON PUMA - X 1O° " - _ �, - _ •= ENVIRONS y4-?•Z _ ENVMONS rJ ■ RAINBIRD 1812 SERIES SAM-PRS- 8'-F' W/PCS.20 1' .2 30 MINIMUM COVER 18' _ I _ _ _ DRAWN SHEET SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED. "' r I.AND�APE - - - �.. DICE n6 W.rooTfmL BLVD.SarrN?P C1.Alt>�IOIVT,CA 91711 _OF TO BE IN SLEEVES PER DETAIL ON SHEET L-13 WIRE SLEEVES SCH. 40 PVC MIN. COVER AS REQUIRED SHEET INDEX LARK • DRIVE - - CHECKED BR�IE�H 3 N 3416 DRAWING NO. DATE 10-31-00 FILE NO ! to 76 - L PROJECT SHT, NO. OF Y, FLOW ETER POINT OF CONNECTION "A" NOTE: ALVE,iAAATHINPLPLANTER �ADJA,CCENT TO WAALL. CONTRACTOR TO CONNECT TO NEW 2' DOMESTIC WATER METER. PRESSURE CALCULATIONS CONTRACTOR RE°SSR BATC1OKOW,INSTALL 1 1/4`2FLO EME�TZEER,�AN� 2- MASTER VALVE CONTROLLER "A" INSTALL PVC MAINLINE TO CONTROL VALVES AS SHOWN. CONTRACTOR TO VERIFY STATIC PRESSURE, METER LOCATION, AND SIZE. WATER METER 'A' EXISTING STATIC PRESSURE: 78.13 PSI H.G.L. MEAN ELEVATION 1648.0' LOW , 1658.0' HIGH SYSTEM DESIGN PRESSURE: 63.59 PSI SOURCE OF INFORMATION CUCAMONGA COUNTY WATER DISTRICT (CARLOS FIMBRES) MAXIMUM GPM DEMAND: 49 GPM (909) 987-2591 DATE VERIFIED 11-9-98 WATER METER ELEVATION 1467.56 - 78.13 STATIC P.S.I. (LOW) 82.13 HIGH AT METER REMOTE CONTROL VALVE A-16 r TOTAL GPM 49 _ �� ------ ELEVATION OF HIGHEST HEAD 1459.50 - ROCHESTER A VENUE - - QUANTITY SiZE REM P.S.I. LOSS J _ 2,372 S.F. A-4 A-16 1 55S.F. - 2' WATER METER 1.9 2' BACKFLOW DEVICE 9.0 __ � 47 1 1/4' FLOW METER 3.18 W =_ 2 1/2' �r W = I 6' SLEEVE T.C. 1467.56 2 1/2' _ 2' MASTER VALVE .79 = 2 1/2' 1,121S.F. A -15 1,857 S.F. _ 1,512' 2 1/2' MAINLINE 11.5 40 _ �rMrhrrr 32 45 _ O 2 2 1/2' GATE VALVES .02 LU n�rfinenrrmrnrryn-it nnnm nr- 0000 0 0 0 _ J 1 1/20 REMOTE CONTROL VALVE 3.7 0000000000000000 0 Htlfrll 111111ftHllllltl 1/2' 1/2' _ f LIJ96 3/4' LATERAL LINE LOSS 2.22 n c na o0 00 00 LU = --�`- _ !t Ifftftrryt p S0000000000e000coococ0000000eo MffH WmpfI II>?Qn000000on000 oo00000o c00000 00 HHI fllflry►yM, -"'+��na-aQ_0000000000 •000000 coo0o mHrHrlHenntfwraMrrnrprpm►H c oe M 76' 1' LITERAL LINE LOSS .99 _ 4' VIRE �rrl►riiftr rr�►mry1Hr ,k' �' --- - _ = W �► SLEEVE -- �- > H n' o°oo o°nooeec000000000eeoo _ trr 112' LITERAL LMIE LOSS 1.82 ___ __ _ �----�}. , , _ 1!""'y�fml m►H►fHHn , 0000000000000os 000eo0°°0 o°�Q�000000c000 0000000000oo°000000 °oo0°oo0 o W 9' 2' LATERAL LINE LOSS .16 W = _ T �'� - - _ mmm"grrgrryry,M - �an� �n� neno�Qg 000coc000c000000000°oe000 0000000co 0000000c000000000 000000cooc0000000000k _ - _ _ O 0000000°oo0°000000° O 000000000000000000eY •V4 t '�� 1 Hi Mf lfgHiMfMN1MIrMIMMM1tIH1HmrHMmH/HHfHrttmritf/tIf1HMtNM/tftftftKrm/lfmftmflfHlflH/tlr/ttHHmttt Mk" _Q nnmmumm Irnnr n0neen000000QQ0000_oe.c W t V4• - _ �f - _ ��-� - -- - - t 1 f! rnnfeHmHmm�trnn nHHHmnIHHlnfrnmrymnnt"iff" ♦^ FiTTiNG LOSS (10%) 1.65 r air v♦ _ ' v,• 1 v , -�- 7r = ELEVATION CHANGE +7.76 + 3.36 1, 4' `1' - 1 1 1 1 1 1 + 1 1 1 1 1 1 I - . - L4 O I "'R :r► �► f� no ,ar i.. „r _ V4 n , \ - -- - - - -- - .�, W TOTAL SYSTEM LOSSES 33.28 U = �•� ' \ r 1 �! 'am-los#-f:► 3/4 1' 1 V, V4 1' 1. Im W4 r;2 Z PRESSURE REQ. O HEAD 30.0 Q = L IM T 0 F i W OR 1 ' l' , r yr ` v,• Q _ fJ TOTAL PRESSURE REQUIRED 63.28 r- I 1 (D � I � 1 syr _ .Z. LOWEST STATIC PRESSURE AVAILABLE 78.13 Q0 I 1 I N 1 0) (D Ll) _ RESIDUAL WATER PRESSURE 14.85 � `' 11CL r- iI IRRIGATION NOTES 1. ISI 1wlTER METER (SIZE PER PLAN), AS PROVIDED BY CM. IS REQURED AT ALL POINTS OF CONNECTION. TIE CONTRACTOR SHALL MAKE ARRANGEMEMS AND PAY ALL COSTS FOR THE INSTALLATION OF A NEW WATER METER. CONTACT THE CUCAMONGA CI URNTY WATER DISTRICT FOR COSTS AND NISTALLATION PROCEDURES. 2. TYPICAL POINTS OF CONNECTION CONSIST OF A NEW WATER METER, FOLLOWED BY A PRESSURE REGULATOR (IF REQUIRED). FOLLOWED BY BACKFLOW PREVENTION DEVICE, FOLLOWED BY A FLAW METER FOLLOWED BY A MASTER VALVE. ALL EQUIPMENT SIZED PER PLAN. INSTALL ALL EQUIPMENT PER CRY STANDARDS AND SPECIFICATIONS, MANUFACTURERS' RECOMMENDATiONS MID LOCAL CODES. ACTUAL LOCATION OF THE EQUIPMENT TO BE AS DIRECTED ON SITE BY A REPRESENTATIVE OF THE CO. 3. BACKFLOW PREVENTION DEVICE SHALL BE INSTATED WITHIN A STRONG BOX (SB) SBI _48 AL ALUMINUM ENCLOSURE, AND SHALL BE INSTALLED PARALLEL TO THE STREET MTD SCREENED WITH SHRUBS WHENEVER POSSIBLE. W _ ROCHESTER A VENUE 4• °" LOW i iS TO BE BALLED PARALM 110 THE STIM *0 WTH S� WHENEVER POSSIFILE. - S THIS DESIM IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN I" PAVED AREAS ARE FOR DESIGN CLARIFiCAPON ONLY AND Stall BE INSTALLED IN PLANTING Af M WHHEIEVER O _ 1,120 S.F. A-6 POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLJER SYSTEM, WALLS, STREET UG TS, SIDEWALK, =JTY LINES AND EQUPMENT, AND ARCHiTECTURAL. FEATURES. W - 33 �. 6 CONTRACTOR SHALL VERIFY ALL CONDITIONS MID DIMENSIONS SHOWN ON PLANS AT THE SiTE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTS) FOR _ + DIRECTION IMMEDIATELY TO THE CITY. \ 2 1/2 ( 7. THE CONTRACTOR SHALL FAMILIARIZE HINSELFAERSELF WTH ALL UNDERGROUND MITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RIESPON9WTTY FSR THE REPAIR/REPLACEMENT, ui AT NO COST TO THE CiTY, FOR ANY DAM OF SAID UNDERGROUND FACIIL ms. LU .*oOo) oo"o00o"o"C OOOoo0 o0000 ' 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WH MINIMAL OVERISPRAY ONTO WALKS, STREETS. i�l1S, ETC. THIS SHALL INCLUDE � o o o o o o o o o o o o o 0 o o o o o o o 0 o o o o o o n o o L, ( / THE SELECTION MID INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. �.0000000 000coo 000000000000c000000 nn MMIttIfIrHIHmtHftlfltfHlmf//HHtfltryH}Nfl r 2/4 - - -- _ ----- - - - \ �i� 9• WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES„ ETC.) INTERFERE WiTH THE SPRAY PATTERN OF ITE SPR111KLER HEADS SO A6 70 PREVENT PROPER COVERAGE, THE 10 L4' f rn"rtrtrr/ry►Iw�►em►rynry►nen narnrnrnnrnrryrryryrrrymn IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO LU - --- Y 1 �- L! - mmm ' et' i PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE CITY. 10. INSTALL ORE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAMfIJNE TO THE FATTIEST REIl0i1E CONTROL VALVE (RC1) ON EACH BItAPICFi. PIG'TA>L EACH ORANGE WIRE AT �,Ap / / THE ENCLOSURE. WALL TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. � �.� f � ♦` �' t» # +tom // 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 3 NICHES OF WATER PER WEEK (TURF) AND 2 NICHES OF VW PER WEEK (OROUNDCONER)III 85) APPLIED FOR 8 HOURS A �, �, I 341 Ma� �': / WOW15 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 12. THE SYSTEM IS DESKINED FOR THE MINIMUM OPERATING PRESSURE AS SHOWN AT EACH POiNT OF CONNECTION. THE MAXIMUM DEMAND OF GALLONS PER MINUTE IS AS SPECiFED. THE Q = RRIGATION 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 Signot .• CiTY. CO '� � r l 10/31/1 r" 1 IlI I I I I 111111111111111 III 11111 I L I I I 11111111111111111 ISI t l l l l l l l l l l l(Id 1 1 1 1 1 t l I I 111 I I I I I I I I I I I 13. ALM)MATiC CONTROLLER 'A' TO BE A CALSENSE ETi- 24( STATIONS)- DR. ALITOMATiC CONTROLLER 'B' TO BE A CALSENSE ETi- 16( STATIONS)- OR Renewal Dote � MATCHLINE SEE SHEET L-8 (DOTAL RADIO) �•PORT INSTALLED WITHIN STRONGBOX "` )4«'� OF THE N�� PER MANUFA��ER AND ATTAR C� CABI SYSTEM Cr �� � 94 ALL BE OPERATIONAL PRIOR TO THE CITYS ACCEPTANCE. ACTUAL LOCATION OF THE ENCLOSURE TO BE AS DIRECTED BY A REPRESENTATIVE OF THE CRY. CA 14. THE CONTRACTOR SHALL SUPPLY THE CONDUIT NEEDED FOR THE CONDUCTORS AND SHALL BE RE'SPONSIBtE FOR THE POWER HOOK-UP FOR THE Iff"GATiON CONTROLLER. ELECTRICAL CONDUCTORS AID METER TO BE PROVIDED BY SCE, COORDINATED AND PND FOR BY THE DEVELOPER. 15. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE NIRIGATED UNLESS OTHERWISE DESCNATED ON THE PLANS. 1a ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED 90 THAT THE TDP OF THE SPRINKLER HEAD IS IV MOVE F1NlSHED GRADE. SEE FOLIOwrr,c SHEETS: ZON CONSTRUCTION PLAN L-4 IRRIGATION LEGEND , IRRIGATION PLAN L-7 BIGHLAND AVENUE , PLANTING PLAN L-11 SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I. SYMBOL MFG. MODEL NO. AND DESCRIPTION _ k, -=-_ -- SCALE: 1 " = 20,_0" H WATTS 403-RT-RW LINE SIZE GATE VALVE RAINBIRD 1812 SERIES SAM-PRS-10'-H W/ .3 PCS - 12' POP UP SPRAY 6' .3 30 _ _ ��-�_ -_ � '�___. ___ - _• � - - - RAINBIRD EFB-CP PRS B SERIES ELECTRIC REMOTE CONTROL VALVE SiZE AS NOTED ON PLAN V RAINBIRD 1812 SERIES SAM-PRS-6' VAN - 12' POP UP SPRAY 6' .37, .79 30 ® SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE i tl t - RAIN8IRD 1812 SERIES SAM-PRS-B'-Q-12' POP UP SPRAY 8' .36 30 f DATA INDUST'RiAL 22OP-FM-125B - 1 1/4- FLOW METER INSTALL PER MFG. RECOMMENDATIONS 0 RAINSIRD 1812 SERIES SAM-PRS-B -H-12 POP UP SPRAY 8 .79 30 ® ,- 15 RAINSIRD 1812 SERIES SAM-PRS-B'-VAN-12' POP UP SPRAY 8' .52 30 --• - } I I -- 1 �- ® FESCO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 - 2' REDUCED PRESSURE BACKFLOW PREVEN1ER IN RAINBIRD 1812 SERIES SAM-PRS-B'-F-12' POP UP SPRAY 8' 1.57 30 - - A STRONGBOX ENCLOSURE MODEL NO. SBBC-45-AL _ 1 b RAINSIRD 1812 SERIES SAM-PRS-10 -Q-12 POP UP SPRAY 10 .39 30 6 RAINBIRD 1812 SERIES SAM-PRS-10'-H-12' POP UP SPRAY 10' .79 30 -- _- +_ �" -- - �, f oGE f ER CAL THAW, RMUfRuM�N`CC, I1z7 OD AA CALSENSE ET-1-24 - OR W/ ANtfT-1 - 24 STATION WALL MOUNT ELECTRIC CONTROLLER w/ CONTROLLER CABINET iI - _.tl- I � � n E E D rcnfvlRot35 6 RAINBIRD 1812 SERIES SAM-PRS-10'-VAN-12' POP UP SPRAY 10' .79 30 STRONG BOX MODEL N0. SB-24-SS/120V I' , -� - ! 1 i i CITY ----------- DESCRIPTION O F REVISION DATE APPROVED: - RAINBIRD 1812 SERIES SAM-PRS-10 -F-12 POP UP SPRAY 10 1.57 30 1 gOPMOK 3000 Smits Nofz4mj LY CLMVP j5Lr-___MIC C71PM M qrf, MALI/ "` , I �• �� �` .� + RAINBIRD 1812 SERIES SAM-PRS-12'-0-12' POP UP SPRAY 12' .65 30 1'(OC� Nl-Y IN CAL TFAR5 R.D.W. W 2' WATER ITER •A' BY ccwD - - , - � - CITY OF RANCHO CUCAMONGA IN RAINSIRD 1812 SERIES SAM-PRS-12'-H-12' POP UP SPRAY 12' 1.3 30 _ ' _ -- -__ - RAINBIRD 1812 SERIES SAM-PRS-12'-VAN-12' POP UP SPRAY 12' 1.3 30 STATIC PRESSURE 78 P.S.I. i +� � � �. �• e - � . MAXIMUM DEMAND - 49 GPM ;� }. TRACT 15814 STREETSCAPE RAiNSIRD 1812 SERIES SAM-PRS-12 -F-12 POP UP SPRAY 12 2.6 30 --• -~ I i 0 RAINSIRD 1812 SEREIS SAM-PRS-15'-0-12' POP UP SPRAY 15' .93 30 (3 BIRD 33DNP W/ 33DK - QUICK COUPLER VALVE O 150' O.C. w/ 4 KEYS TOTAL l J , Hof i -�.' �. 1, a I' + c HIGHLAND AVE, ROCHESTER, AND LARK E) RAIN131RD 1812 SERIES SAM-PRS-15'-H-12' POP UP SPRAY 15' 1.85 30 LITERALS SCH 40 PVC PIPE MINIMUM SIZE 3/4 . MINIMUM COVER 12 = -= •-� e RAINSIRD 1812 SERIES SAM-PRI-VAN-12" POP UP SPRAY 15' 1.23 30 r r MAINLINE SCH 40 1 1/2- AND BELOW CLASS 315 PVC PIPE 2' AND ABOVE- SIZE AS NOTED ON PLAN �- - 9-- SAM-PRS-15'-EST-12m POP UP SPRAY (MINIMUM COVER 18 3 i ' IRRIGATION PLAN RAINBiRD 1812 SERIES � 4X 15 .61 30 _ _ _ -� RAINBIRD 1812 SERIES SAM-PRS-15'-SST-12a POP UP SPRAY 4X30 1.21 30 _ _ SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED. t. 1 APPROVED BY: �; DATE: TO BE IN SLEEVES PER DETAIL ON SHEET L-13 I a �, // O RAINBiRD 1812 SERIES SAM-PRS- 8'-F' W/PCS.30 1 .3 30 s ` �- 1 1 '"'� "" -` -- _. w CITY ENGINEER CGG! ` lLlf RCE: 4953 • RAINSIRD 1812 SERIES SMA-PRS- 8'-F' W/PCS.20 1' .2 30 WAITS sL�vEs SCH. 4o PVC MIN. COVER AS REQUIRED N W r -+- - w , 1 F� --rron�r�^nt , _ DESIGN PLAN PREPARED BY: RECON AIDED �- -_ - - s � ,�,,, �>�� ENVMONS •� _ � )•L3 DRAWN LANDSCAPE ARCHITECTURE SHELI - - ._ ••. s• - .� y d� 226 W.FOOT LL,BLVD.SURE F CLAREMONT,CA 91711 L-7 ------ 3 --- _ ---.- PRONE!FAX W 6X1-4663 OF SHEET INDEX LARK I DRIVE I CHECKED I TT FRENCH R.L A. NoHlL DRAW/i-NG /NO. acs DATE 10-31-00 FiLE NO �_ 7b PROJECT SHT, NO, OF 142160 141 = 161 * '�� + � 168 P 1459 .0 P= 1459 .0 162 163 164 * 1 P= 1458 . 5 + P_ 1458 . 2 1 65 1 + 1 P= 1457.4 =P = 1457 .0 66 1 + + 167 P= 1456.5 6, 1 S.F. A- P 14 5 6. 2 P = 14 5 5 . 31 _ + 45 6,8a9 S.F. A-8 P = 1 + I P = 1456 . 03:�__ - x -� 1 + F-- OE- - - - - - - - - - 46 i�=i + I A-13 6445 S.F. -14 3 144 F. = W EJ 46 22 . _ Lid.�-�! 11! of fl• fs ! :a !fl• s -moi--! a iiiiiiIQ will +rte t vad ► �' t t vt!' 1 v4 t• - t ve• Y t yr r ► �.• ,,, I I 1 20' SEWER do STORM = co A LLQ 1 „r t Mills r t Or Y dfty , yr �.� Df RA EASEMENT = W LLI r I r - - wo - - UJt yr I t v!' I i I ani� �" f: f>fa'n"�--�'ar t l yr 1 yr 1 �' 1 �• t� t r - - - - -- - - _;, ,;. i i- , .0 - i1;,- - - - -_ t -Y -_ p 112 rx, i _:� , ,, , i i. i x, i Lt���� x i1 1u1111 11i� L.t I Y 1 r C mnmmnmmnmmnmennmmnm►riF»nri/r2mm�mmnmmttmmnmmermm»rnm»mm»mmmnm»r�lrmm»mm»remnrmm�nrrnrmm�mf tmmnmmnmmnmmnmmmm�mnrmnm►netmmnmmremmnmmnn Illllrtlllnlr}Illn►nnmm»mmnmmnmmnry�»rmmnmmnmmrrrmm�mrnmm�emm�mrml� �rntpppnrnmrryneru� - -�- �� ( - _ _-- _-- mmmnrrnnr ------ ----- ��= I '-- !»►rthhppt►nntmtlm �1 ia�-1�... - -- - _ -- - - -- - - -r -- -- - -IT7--' e -- - _ t t yr t r - - - - -- - - - - - - - - �"vr mmtt ryfmnnlnmmM ail,,, ,,,,, , i ;, � ,p L .__ 111.1,..t�L1t,, ,:;,.: = z mtnpn►nnrM nmrnmmm tflh Rf ' . willmmntpm rf r Irnmmttmmnmmmmm�mtnnmrnnmmmnmmwmmnmrnnmmnmmnmmnmttr Imnr»m»nrnrnLX mm► mmmanmmmn�Immnmmnmm111r1R►mnma+ lmmnmm»n►mnmmnmmn 6,561 S.F. _ 46 =_ A-7 6,445 S.F. ME 48 LARK DRIVE AUTOMATIC CONTROLLER "A" / ELECTRICAL P.O.C. N AUTOMATIC CONTROLLER TO BE A CALSENSE ET-1-24-DR-W/ANT-1 (ANTENNA POIrj TO BE INSTALLED WITHIN A STRONGBOX SB)-24-SS/120 VOLT METERED ENCLOSURE. MOUNT ANTENNA (EPDXY-FlLLED) ON TOP THE ENCLOSURE PER MFG. SPECIFICATIONS AND ATTACH COAXIAL CABLE ELECTRICAL P.O.C.: CONTRACTOR TO PROVIDE ELECTRICAL SERVICE TO NEW CONTROLLER LOCATION AS SHOWN. INSTALL NEW ELECTRICAL PULL BOX 1 1/2- ELECTRICAL CONDUIT AND PROPER SIZE WIRING AND ATTACH TO METER SOCKET LOCATED IN ENCLOSURE. SCE CO. TO INSTALL METER HEAD AND CONNECT TO STREET LIGHT CONTRACTOR TO MACE ALL CONTROLLER CONNECTIONS ONCE POWER IS TURNED ON. SYSTEM SHALL BE OPERATIONAL PRIOR TO CITY'S ACCEPTANCE OF PROJECT. CONTRACTOR SHALL COORDINATE CONTROLLER PROGRAMMING WITH A REPRESENTATIVE OF THE CITY AND CAI-SENSE. CONTACT CITY PUBLIC WORKS INSPECTOR AND CAI-SENSE AT (619) 438-0525 NOTE: FOR IRRIGATION NOTES SEE SHEET L-5 SCALE: 1 " = 20'-0" I � v 1 37 1 38 i' � + * 135 136 * _ + + 1 +1 139 140 130 134 - = P- 1 457 .6 i , + it = r+ . 133 _ P= 1458 . 4 P- 1458. 1 P 1457.9 + � I P= 1457. 6 P 1458.0 P= 1460.2 131 1 32 P 1458 .7 it - 0 _ = P= 1459 .0 i + ��, = W P 1459 . 6 P 1459 . 3 ��� +, _ > = 0 LL 01 tvr tvr tyr r r aw + �, ! Qj NEW I yr u' a rs a a a ra li a a -( +1 a a+f+r:-��"' �'1 a �`�rfs nr: - F.G. 1459.80 s •� Y = W V4 r t yr t l = _ r LW r t yr � r t yr _ - - l-.-. -- - - - - - - - - - - 1i1, !97 ,i_-�._1..:i_i.l..i 1..1.:_ _.1-_i1 i:_1�:�.�L_�.i�l��i :1 ..1.l.tl�u Ll, , :_.�.L� I L /. -i.�1. ;i1:_iii ._._LW.il ill.li 1 i. .11..., _+i-.:-�--..Lit 1-1111.,x t i :1 - i _. _ - -- _- __. ___ low� Ili _ i,. �1:..1. 1. 11-777 7717 I .1� i1 1 �1J 1,L..i ..tl♦ p Ill _ _ _ �: . � -� - - -- - � - -- yi"'a._i:�-�1 t/r r r»�It►p1f11111i1N11NN►HmnmltHMrrmllf lffllllllltH11111m1ttmlrlllmnm»f►►ttlrlllllliliilllllifritlinllllllt111111»mttl»mnmllmnry�ll►Rn1111nllnitlitmttmmttm»r»f»Inifmrytttmmrymmnmmmm�i»}lrntlftnfn»tlrmnmmrymmtryl�mlffr►fn}lllnnflnrmllmmnmm}lltit►fnl11if1ltnlmrylnnTnlnnfnfnMflf►IIK �nrplnlnillflfrlf»f}ntlflrmflntnfnnlrrtnnlYMfntfnr11 M111111nttfl�llmttY/ _ � , .. .i . .._ i.. _1.._Jy- _.;14_. x. x:. , . ... ....._. ..,- .. . .. 1 . ... . . .t_: .. x nNnn _ - - -- 31tnttmm»1, vs,fnm»mmm»mnmmnmmnmmnnrmnmmnrnrymm�►mm�nnlnrrrnmmrrnnnrntnmm»mrn»mmnrrrmnmm►nmm�rmm�mmm++n» "'n'r _ __ 1'__�---" 1 ------ -- --------- -- t yr t yr = A-10 4,381 S.F. A-11 =_ ARL-S.F. 49 T.C. 1434.03 49 _ f _- __ � � ��•� 341 �'�, i� V LARK DRI E r Signature I 10/31/00 a EIGRLA � AYEIVUB' SEE FOLLOM►ING SHEETS: Renewrolat D e - .R r v �- ._ IRRIGATION PLAN L-8 IRRIGATION LEGEND T -- - -- l-- _� - � __ : - - 4_ _ _ �--� "' � ,' -, _ .- ► Y � -. �. .-� PLANTING PLAN L-12OFF SYMBOL MFG. MODEL NO. AND DESCRIPTION RAD G.P.M. P.S.I. SYMBOL MFG. MODEL NO. AND DESCRIPTION WATTS 403-RT-RW LIVE SIZE GATE VALVE - RAINBIRD 1812 SERIES SAM-PRS-10'-H W/ .3 PCS - 12' POP UP SPRAY 6' .3 30 RAINBIRD EFB-CP-PRS-B SERIES ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED ON PLAN � � RAINBIRD 1812 SERIES SMA-PRS-B' VMI - 12' POP UP SPRAY 6' v37, .79 30 SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE MASTER VALVE RAIN6IRD 1812 SERIES SAM-PRS-B-Q-12 POP UP SPRAY at .39 30 -- - 0 _ . DATA INDUSTRIAL 220P-FM-1258 - 1 1/4' FLOW METER INSTALL PER MFG. RECOMMENDATIONS 0 RAINSIRD 1812 SERIES SMA-PRS-B -H-12 POP UP SPRAY 8 .79 30 ` -` -- RAINBIRD 1812 SERIES SMA-PRS-B'-VAN-120 POP UP SPRAY 8' .52 30 -- a _ _ r RAINBIRD 1812 SERIES SAM-PRS-B'-F-120 POP UP SPRAY 8' 1.57 30 RWO REDUCED PRESSURE BACKFLOW MODEL 825-Y-BV- 200 - 2 REDUCED PRESSURE BACKFLOW PREVENTER IN "" __ i r ® A STRONGBOX ENCLOSURE MODEL NO. SBBC-45-AL "" ` I - .s .r _. I � o� �� I� p N N T�AHS �Z�QUIfZ�Mt�I I�Z?/00 (� b RAINBIRD 1812 SERIES SAM-PRS-10'--Q-120 POP UP SPRAY 10 .39 30 __ Uly RAINBIRD 1 812 SERIES SM -PRS-10-H-12 POP UP SPRAY 10 .79 30 ISENSE ET-1-24 - DR w/ MT-1 - 24 STATION WALL MOUNT ELECTRIC CONTROLLER W/ CONTROLLER CABINET I I - -- �t� DESCRIPTION 0 F REVISION DATE APPROV=DA I - P Y STRONG BOX MODEL N0. SB-24-SS/120V I. w RAI 1812 SERIES SAM-PRS-10'-VAN-120 POP U SPRAY 10 .79 30 --• i RAINBIRD 1812 SERIES SAM-PRS-10'-F-12' POP UP SPRAY 10' 1.57 30 sUpt=R10►Z 3Qa'I S1;W Es HO}2F!»4LLl' GLoSt�p �L�QRrc blobs S v,�Lve_ oN�Y -- _ -- -- _ _ CITY OF RANCHO CUCAMONGA I - + RAINBIRD 1812 SERIES SAM-PRS-12'-0-12' POP UP SPRAY 12' .65 30 IN CAI 11W5; F,.6. W. A A CC e Nd 2 WATER METER 6Y RAINBIRD 1812 IES SAM-PRS-12'-H-120 POP UP SPRAY 12 1.3 30 TRACT 1 14 E � RA D SER 58 TR ET ❑ APE I S SC i I STATIC PRESSURE 78 P.S.I. � -w w � � � .. I _� RAINBIRD 1812 SERIES SMA PRS 12 VAN 12 POP UP SPRAY 12 1.3 30 MAXIMUM DEMAND 49 GPM ( -wr c HIGHLAND AVE, ROCHESTER, AND LARK RAINBIRD 1812 SERIES SAM-PRS-12'-F-12' POP UP SPRAY 12' 2.6 RAINBIRD 33DNP w/ 33DK - QUICK COUPLER VALVE • 150' O.C. w/ 4 KEYS TOTAL s. =• _; 0 RAINBIRD 1812 SEREIS SAM-PRS-15'-0-120 POP UP SPRAY 15' .93 30 B RAINBIRD . r • 3/4". w 1812 SERIES SAM-PRS-15 -H-12 POP UP SPRAY 15 1.85 30 LATERALS SCH 40 PVC PIPE WNIMUM SIZE 3/4 . MINIMUM COVER 12w -- -� IRRIGATION PLAN e RAINBIRD 1812 SERIES SAM-PRS-15'-VAN-12' POP UP SPRAY 15' 1.23 30oil I - ._. I r w NBI 2 tE5 SAM-PRS-15'-EST-12' POP UP SPRAY 4X15 .61 30 r MAINLINE UM COVER 18' 1/2' MID BELOW CLASS 315 PVC PIPE 2' AND ABOVE- SIZE AS NOTED ON PIAN w � - _ - � - - I , ,� i DATE: RA RD 181 SER j APPROVED BY: ..�, "Z �' ""� I _. -- i CITY ENGINEER �� �-`���f� � ,.�� RCE: 4953 $ RAINBIRD 1812 SERIES SAM-PRS-15'-SST-12' POP UP SPRAY 4X30 1.21 30 - - - SLEEVES SIZED 2X LARGER THAN PIPE TO BE INSERTED UNLESS OTHERWISE NOTED. -, TO BE IN SLEEVES PER DETAIL ON SHEET L-13 N +_; - ,m, o�I ) - DESIGN PLAN PREPARED BY: RE OM .ENDED 0 RMNBIRD 1812 SERIES SAM-PRS- 8 -F' w/PCS.30 1 .3 30 -- L - - -- -- `q .2 3o WIRE SLEEVES SCH. 4o PVC MIN. COVER As REQUIRED -1 -� -_ _ - EPI DONS ENVMONS ' ■ RAINBIRD 1812 SERIES SAM-PRS- 8'-F' w/PCS.20 Afo VL 1' _ DRAWN, LANDSCAPE ARCHITECTURE SHEET I 226 W.�BLVD.�F • CLAREMONT,cA ,1,» L-8 6 OF Jl/ i�,>; - ?HONE!FAX (904)06-663 SHEET INDEX 1� D CHECKED BRETT FRENCH R.L.I. NQ1111L DRAWING NO. Boo-- DATE 10-Z.1-QQ FILE NO PROJECT SHT. NO. OF -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� HIGHLAND AVENUE TAL 1508.91' p 93- 1 GAL. 11- I GAL _ J r= W ,o ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° — — — — — kft4 = W .°o o c O c e O o c e u u O u O O O u u o o O o 0 0 0 0 0 0 0 0 0 �.� 8f/J °oe o 0 0 0 0 0 0 o 0 0 0 o o 0 0 0 0 0 0 0 o 0 0 0 0 x 0 0 0 0 0 0 0 0 0 0 0 �� rm 1 = . x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 . 0 0 0 0 0 0 0 ° ° 0 00000000 �� .�- �- — r°°°° °°°°°°°°°°°°°° ° ° °°°°°°°°°° ° . . o 00 0 0000000 °� W 1•w7. Vr" ��/fR�I�G I L 1.7 /1.71 O _ + °�jQ°� - - �- _-/-__ _ _ �\ � - • • O _ HN J GNLAND AVE PARKWAY SIDEtI)AL.K ILL I� 1 - - - - - - - Y _ � , r 60 � I - - - -I- - - - -� 56 I /1 55 * �,�= Q _ H-' 1 5 9 N 5 7 �i _ �1 = \� ,`� _ s�cT►or� >a — I _ ♦ p 58 1 1 P= 14 i I P= 1501 .7 1 1 P 1503 .5 _ - 1 — J I I I I 3 P 0. 1 1 _ PAD uW 9' 1 1 R2R LI 1 1 2 <II INTERIM LANDSCAPE NOTE • LINE DELINEATES BEGINNING OF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION = NOTE INTERIM LANDSCAPE IS DEFINED AS AREAS THAT WILL BE AFFECTED BY THE ROUTE 30 CONSTRUCTION. DUE TO THE LOWERING OF HIGHLAND AND ROCHESTER AT THESE LOCATIONS R WILL NOT BE POSSIBLE TO CONSTRUCT THE PERMANENT LANDSCAPE WITHIN THE LM.D.. THE INTERIM LANDSCAPE MALL CONSIST OF b9- 1 GAL PERMANENT LMD SIDE INTERIM LANDSCAPE SIDE _ A 4' LAYER OF WOOD CHIP MULCH AVAILABLE FROM INT'RAVAIA LOCATED IN UPLAND, CA (909) 982-6713. UPON COMPLETION OF ROUTE 30 THE OWNER WILL BE RESPONSIBLE FOR COMPLETING THE PERMANENT HARDSCAPE AND LANDSCAPE AS DETAILED ON THESE PLANS .WITHIN THE INTERIM LIdD AREAS M- 1 GAL. 96- 1 COAL 3- 1 GAL. = 0 Lm Cr 6w4T ° ° , ° ° ° ° ° ° o --- _ ° ° ° ° ° ° ° ° ° ° o ° ° ° ° ° ° ° ° ° ° ° ° o ° ° ° ° ° ° ° ° ° ° ° ° x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p V o 0 o e o 0 0 0 - 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o °'o o�o O o 0 o ° o 0 0 0 • o ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 'o 0 0 0 pw �0 0 0 0 0 o a o 0 o c o 0 0 0 ° 0 0 0 0 0 0 0 0 0 x 0 0 0 0 0 0 0 0 0 ° x 0 0 oDo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 o - x 0 0 0 0 0 0 0 0 0 0 0 0 ° x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 o J -- - _ _ +.-. ..-,_ �"°n°..fd.°.Do 0 0 0 0 0 0 0 0 0 0 0 000°0 0 0 0 0 0 0 0 0 o c o o ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o ° 0 0 0 0 ° 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �...-_.. - - - - -- •- - - ._ .- .-_ o_o_° o o a ovo„o„o„0„0„0�0�0 0 0 0 0 o o o ° o 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0°0 0 0 0 0 ° x 0 0 0 0 0 LU 0 °�o- -a a 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ �� -� I ,....,-,._t W_ ._ mks 0 0 0 0 0 0 0 0 0 _ �•••�• u n o 0 0 0 o 0 0 0 o o o 0 0 o 0 o 0 0 0 0 - _ _ — • --" 0000 ,o,,0 0000000000000 _ .. x 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 0 0 0 000° 0 0 0 0 0 ° x 0 0 I J 1" 0 0 0 0 0 0 0 0 0 0 0 0 -1 0 0 0 0 0 0 0 0 0 0 t •� ♦ • • o o�0 0 0 0 0 0 0 -} �' '•. 0 0 0 0 0 0 0 0 0 - '+• t - �. x 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° x 0 0 ANI ��� �O I ♦ • ♦ O U o 0 co0 0 0 0 0 0 O o x 0 0 0 0 0 0 0 o o O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O x 0 0 0 0 x 0 0 0 0 0 To O O v' T O 0 0 0 0 0 0 0 O O O O O J O O 0 0 0 0 0 0 0 D O O . 0 0 U o O O O O O O O o O O 0 0 0 0 0 _ - 0 0 0 0 x 0 0 0 0 0 ° x 0 0 q� o o o 0 0 0 0 0 0 0 0 , o 0 o eab • ,,... - ;sir .e-. .c + _ _ 0 0 0 0 0 0 ;`T - -�.0 0 0 0 O — ♦•♦•♦••• + _-.' + + s . . o °o°o°o° - 0 0 0 _ o°o o O o o°o°o o t _•.� r x 0 0 0 0 + �a v' -• �� J5 - . x 0 0 0 0 0 0 0 0 --,.: o � Q o 0 0 0 0 0 0 0 _ _ W ` T - - - - -_ - `i - --- + + + = i. OONTRWTOR SVAL WIFY W CITY MD LANDSCAPE ArlCWTECf OF SITE OOND171 1f5 WHd4 P1 rMff lgrAUA?ION PER RAMS AND Q - •♦ - -- - - _ --______ -_ ____- - SHALL K RESPOWW FOR RE1 OWC AND FIE-RISTALLM RRI A . . \ / - - - - - - - TION DQUK'MEM, AND RERANTIiC AREAS SPECIFICATIONS CONTRACTOR - - - - - - - WHICH ARE NOT 06TMIM PER PIAN AND SPECiGTIOH Y -- - - - -- �- - - W 2 CONTRACTOR SWILL FOLLOW THE DETAILS NO SPECIFICATIONS FOR SOIL FREPIAf ITM FLAIR PR REIT WMF?TTS, STIM(NG NO 90MU W 54 I1 1 - _ _ _ _ � Y - - - - - - - - - - -- - - - - - - - _ - �_ W _ �_ . . _ I I 1 I I - -- -- - - - - - - -i- - - - - - - - - - - --- — A � �— - - - - - - _ W _ _ Cl) COINITRACTOR _ SLI I nW- I I 53 I 1 I / / _ IUTI' FOR THE REPARRMLIAWT�AT NO COST T0ALL �ANY DAMIM OF SAD U O�'FarTQ � � �, ( 503 .7 I _ 5 2 ) iiiiiiii _ = W COMPLETED, nWL BIDES FWrE BEEN ESTABLI HHED, THE RANTi�IG AREAS HLATYE BEET+ PROPERLY GRADED AND PREPARED AS SPECM. AND Z = 1 I 1 I i P - 15 0 2. 2 i - 5 \ 4. NO P ANTIH6 SHALL NE DONE LAHTL ALL OPERR110N5 IN 00NAINCTION MTH THE NSTA"TION OF THE S 4MLER ITEM WOE KEN THE WORI( APPROMED BY THE CRY. 11 ' 2R 1 r' 1 P 5p 33 * 2 S. ALL RANT wTERLALS SHHALL !>E N'PiIOVED FOR OII�LITY IN TIE CRY No LANDSCAPE ARdLrrE>rT FR10R TO NSTALLl110N FNAL 1 R — 1 = 14 9 7 , ' _ LOCATION OF ALL PLANT wTETW %VU BE SUBJECT TO APPROVAL BY A REPRESFWKW OF THE CITY PRIOR TO EXCAVA". 1 1 ' 19 2 ^ ` '�� P- 149 V.9 P 1 49 7.0 R CONTRACTOR 6 N3Pd 9N-E FOR ALL REPMIS NO/OR MPLACEtM OF NK DWOM LAN SOWE AWS BE,OND THE LMT OF WORK, O1 1 I 1 2 I I OF TIS A ONOW ow("�Oft Pi N OF '"UNMxs Bir 7W CfTY./OR HS SUB-COKTRk-M REPLACFa1FM rTEMs SHALL BE ExIVCT DUPLx�QE I I ; - - - - / 11 A < 7. WANIiIO WWN ON TIE LEGEND NE FOR MMV(TE RJRF'05ES ONLY. F#ML OWKITTES FOR R/MR I VE1MLS INSTAM SILL E Q OWERNED BY THE fOICATED PLANT SPICING iEDl1RFD. - - - - � I1 r r - - - - - L LANDSCAPE AREAS �R �PUUt.S TTURFf L1MD6d TID CITY SWOMM NO TA AO�YCFNiT To FRMCfE — 1 ILS HEREON, !. CLEAN-UP SCALL TAKE RACE ON A ONLY OW UNHIESS OTHO WSF All"O ED BY THE CRY. 10. THE FOLLOWING SOL NMF7OINE M 9"1L BE FOR BD PURPOSES ONLY. FiYiL SOL AMWMENT TYPES ANID OLAAiNTiTES IMLL BE BASED ON SOL TEST STM ('SEE 9'E V AMM). WTUTIL THE REgURED SM MR1Rk#71T5 6' ILIO THE SOIL AT THE REJQLIiRED Wm I ,I i \ 1 _ PER 1,000 M FT. 1 Y 1 I O 1 =1 4 CY. NTROOEII STAMPED SALLIDLST 1!O IBS GYPSUM Q125 DS CRO--POWER PIIS FL ANT �..F "� 11. LANDSCAPE AREAE SHALL RIS aw 4' OF WOOD CHP mu" UNDER ALL Wm NO SN-ft AND am w EDGES a CROLINOOO" ARE/lS. PUR",NT TO CITY STANTIMLDS NO DETAILS MEM WDW OPERATIONS SK#a ACCOMMODATE THE M1L:CH. CONTRACTOR SWILL SYmem OCTA C.& ctttlm SIZE SPACMG aJAWtrY NOTA: SUBMIT A SAMPLE FOR THE CTTrS APPRCAaII PRIOR 70 PURCASE AND PLACEMENT. SFitOM MACH IS MMiJIBLE FROM: TREES O All HONK t oRMCD M CaNt MTioN WiTH FIICffWAY PLAN'T'IN& WIT14TH Tlt1= NTT + A 5ELiA GRANDIFLORA GLOSSY AMIA 5 GAL 5' OC. we L-9, U STATE RJC,+tT of !^lA`( SHALL CCµ4r-O ZM T4 7tt1= PROVI(:;IOuS IN `SECTION 2D-4 (W) 9V-V13 bYm5m OOTANiCAL COFT'10N OEM Y "HIC Y PLf4TiN&" Dr THr CURIZIFST- CAL T�ls SPEcI IcRTioNs, �OSCAPr° e1STLlNs 1■uR>°EieEI,� oRCHtD l0oaaeodE 6 GAL 4' Or, N � PIE I ES BICOLOR FORTNIGHT LILY 1 GAL. 4' OC. 533® 341 B SEE FOLLOWING SHEETS: HEIEROMEL.ES APOUrIFOLIA TOYON 5 GAL •' OCA 46 CONSTRUCTION PLAN L-2 Slynocu4 • BRACHYCHiTON POPLLNEUS i'IOTTLE TREE 16 GAL. 28 25' OC. 0 .. IRRIGATION PLAN L-5 1 BIGRI.�IND AVE1vUE �� PLANTING PLAN L-9ZZZIZZg(j ♦t 10/31/00 o j f. N CL=l TEXAS �7ER 5 GAL •' 0a m � =t. _— Renewo+ Date L WCJt CRAISE MYRMt E GAL E 36 OC. ,O AN.Ii a LATA CAPE PLLPIN G 0 6 GAL b' OCG 120 OF CAO ILIA SIU� Ck T.¢. C.rTY Y = � -_ — ._ — — SCALE: 1 " = 20,_0" RAMMOLMS, INDICA rWJE' INDIAN HAWT4M 6 GAL 3' OC. M •- L AFP,STROFM(A NO ICA CRAM KTfzTTr-- 15 GAL w 36' OG O OALViA GlW5011 i dM PLORIERS NCAA. 5 GAL 4' OC. - 41A l OK P"c Gn XYLO8MA CONGESTLIM COi'1PACTU'1 OMW-AY'LOeMA 5 CIA- •' OAC. J f 1 I "-' JERA AN 4 O GE PARVIFLORA AUSTRAL 2 • 20' �C. WLLOIU 1SOX .-. COMM COVER - symmx DOTANiCI& COM CN SIZE VACMt3 6L14NMY _ _ -- - - - � _ - �, © rumci✓p Mp_ CAI_ TRhNs gf�aUIfzrMEHT- 1/'&7 00 C S ADDED tiJOT�. �1JV�RONS � 0=0Ai MAR STYRACPLUA ' 1l nMIL 05A'AM VCA N St1FETGLM I6 GAL 42 26' Or.. -- • • • • `� ` - -- - - DESCRIPTION OF REVISION DATE AP 0 '.�.;.�.+. AGAPANT140 AFRICA" LILY OF THE NILE DLIE 1 GAL. TRIANG I-AR SPACE 24' OCG. 335 .: � -- � � - � y LACED'TROQ'11A INDICA CRAPE MYRTLE E GAL. Q 20 OC. ""- � „•;-, _- - --- - CITY OF RANCHO CUCAMONGA COTONEASIER HORl1'ONTALIS ROCK COTONEASTER 5 GAL. TRIANGLL.AR SPACE 6' OC. 161 - `- -�- — YrIATFi�"'ELON RFD TRACT 15814 STREETSCAPE MI OPORU M PARVIFOL.ILM NCA. 1 GAL TRiANGILAR SPACE S' OC. lit .~.. "" — -, -- .. � 0 � LANCEA A�cAN SUKAc a GAL. r 20'OJG — — L�, �,� — -. — � � HIGHLAND AVE, ROCHESTER, AND LARK P'1'!?ACANTHA 104TA CRX NCK 5 GAL TRiAMMLAR SPACE i' O.C. 15 -- - - - = _ - PLANTING PLAN RIMMAR!" 0WCMALLI6'PR06TRATLIPROSI'1'1AR1' 6 GAL. 'W*, ALAR SPACt 6,OC. 119 - -- APPROVED BY: / , , DATE:-!! CiTY ENGINEER RCE: 953 r ' TRACMOOMM L,M JAIMNOiM STAR JAOMPe 1 SAL_ TRiAW LAR SPACE 2' OJt� N E -:: _--- = oar DESIGN PLAN PREPARED BY: RECOMM LADED � ENVMONS �L VMS _ NTILANDSCAPE ARCHITECTURE SHEET 226 tq.POOTTD3t BLVD.SURE F • Q.4,RSMONT,G!1711 �j d OOTANiCAL COM`101�I WE SPACRJCs GUMMY __ - ; _ a 1 i -: __ _; ___ �� MO?M t FAX x909}6264663 ��OFJ � SHEET INDEX �x n� CHECKED B�RETT MUCH R•� X3418- 2676- WlNGNL �� PARTHENOGISSdLi6 TR1CUtlPIDATA DOSTON Il/Y' 6 GAL E' OC. 201 --• WALL (l) VINE PEs:LOCATION WF DATE 10-31 FiLE NO PROJECT SHT, NO, OF 21- 1 GAL 15- i GAL. 24- 1 GAL. HIGHLAND AVENUE _ .= D 000 OOOpOp0000000 OOOD 0 1G- 1 GAL. �_ I GAL• - O — 000 10- 1- o0O0D°0°00000 0 0 14 i GAL. 14- 1 GAL. _ 0 0 0 0 0 00000000 0 0 0 0 0 ���/���� 000 OD 00000000°000000 ° SMV/ 001v" ego 0 0 0 0 0 0 0 0 0 o D D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 00°O°00 °O°000°00000°O°00000 0000000000000°O°OHO°0000000000 0000000°00000000D 000 O O O O O O O O O O O O O O O O O O D O D O D O O O O O O O D O D O o 0 0 0 0 0 0 0 0 w- 0 .0 00o0o0o0o0o000o0o0o0 000000000000000000000000000000 00000000000000000 00000000000000o0o0000000o0o0°00000000000000000°00 0000000000000000000000000000000000000000000000000 0° J —.0 0 0 0000000000000000000000000000000000000000000000000 0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0°0000 ,� DooD0D0 eym5 L WTANiC.& C01•tf"i01�1 SIZE SPACNO GLIANMY n o r — ♦ ♦ ♦ DO0 0D000000°0°O°O° D D D D D O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 � - 000 0000 0 0 0 0 0 0 0 0 D o 0 0 0 0 0 0 0 0 o D o 0 0 0 0 0 0 W0 0 00000�00�00000000000� 000000 0 00000000°00°0000000000000000000 0 0 0 0 0000000000000000000 0000000000 0 • • • ♦ ♦ ♦ i j„� ,f `' o ACsArANT" AFMCAP" LILY OF THE NiLE BLE 1 GAL TMANGULAR SPACE 24' OL. 3'35 0 i_ � _ \ - ' + + + + + + + + ' + + ' + ♦ ♦ ♦. ♦ COTONEASTE'R WMZONToAL16 �COTONEASTER b GAL. TWIANGULAR SPACE b' Oa 01 ui UJ 31 \ • ••:•: D0o0 o M'OPOR M PARVIPOL UM NrCN. 1 GAL TM*rA I.AIt SPACE 5' Oa 161 _ / \ ° o.0000 °O 0000 °O 12 0.0 D O D D O ............. P = 1 4 9 7 0 11 \\ 00000° 0° W o°o°o° o° 0 0 0 0 � D D 0 ° ° '8�MlTA CNRLIZ' N�CrI b GAL T'RIANGI,t_/Mt SPACE b OAC• 1b °O°00 00 _ \ OOo'o 00 Z P 1497. 00000 00 10 D D O \ ,°000 00 ° ° ° • D o 0 0 e 0 00 - = 149 7.0 \ 0 0D Ibo MAI"" OFi7CMNALLIS 'PRO6TRATUStOOEMARY' b GAL. TRIAWALAR SPACE 6' o,G PTS V = Z _ D Q OD 00 O 00 P149' 8 °° °o J lY' ° - TR�4A#L061°ER1'RA I JASMMOtDE6 STAR JAdMMt: I GAL TR1ANGtJLAit SPACE 2' oL q�✓8 °°° fto 000 _ I \ °°D0 \ ♦ •000 VMS °0°0 O°0 I ' syme L BOTANICAL COI' mm erm SPACMG a l4WITY 01.1 W °° 0° °°° _ N IT♦ PAIRn*N0CiS6" TRIC JWDATA BOSTON W 3 GAL. d' Orr. -o1 6Y1"FSOL iRB TO (i)PLANT PER LOCATION — ` I 00 0 N6 0000 000 ° 0 000 `� ` / �� /� \ III I �1111I1111111111 11111111111 1111111111111111111111111111� III °°° Ilillllllllililllllilllll MATCH INE SEE BEL 1N LINE DELINEATES BEGIWNiNG OF INTERIM LANDSCAPE DUE TO ROUTE 30 CONSTRUCTION _ NOTA: • = A"-HOW 1' Izj="fV iN CC*4Rf! t 0K I1lTFt Hl61• HAY P!-1 N- NO l�lIMig -W INTERIM LANDSCAPE SIDE PERMANENT LMD SLOE __ ST,�TF F?.e+•of K4y s"ALL CONfmm jv-M Pro r--A0Ns IN SE-G!'IOI.4 20-4 '416figA, f�tll�' Cr fitf� c(�Rl�1{T G41. is S -f �Tlor4s . ROCHESTER A VENUE NOTE: TREE �� � KEPT ABOVE 6'_6' FOR THESE 5 TREES SHRUB MAXIMUM WIGHT 2' IN THiS AREA 33- I GAL 30- 1 GAL. 16- 1 GAL. 96- 1 GA- UJ AL. = r W _ 4- i GAL. a- S GAL. 13- s GiRL i TI- i GAL. 20- I GAL. = i J > = n- s GAL. 0 = - - H- 000000 0000000000000000000000000000000 'o Oo 000000000 0000D000D 00 cccoo oo cc 0000 oo Do ..b o 0 00 00000000000000000 00 :�: - W . .. 000000000000--p—o" ��pp Oo000 00000000 0 O OOOOODO00000 OEOVGO O 000 00 0000 OODO 00000000 00000000 0000000000 00 M 00000000000000000 0 0 0 o0000aooD�69erJON.4ge I .'�ai .�.... � 000 ooc oo 00 000000°00000000000°00000000 0 _y r ti •yam- �• • p c _ W DD DD DDD oOD00 DDDD v :00000 DD DDD i c000 "/ ❑ ❑ _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D DDDD DD DD DDDD DD 000400000 ❑ DDDDDDDDD DDD DD DDD VO DD D 0100000000000 D00000D0000000000 • ' " _ Y _�. -. - 0000000 A ,. •� _3 h'�-. -LF- �-`.:.�- ,�... y. ; _ _ - - � -.� �..`_.:.. _s•. — Cl� - - a ° a o a a o a o __ W a o 0 0 0 ° a °� a o — �1 =_ W Ww w s w w �sey we re"I ter * era�a�w•t w gww w w w w► �. war w w w w w - ,,^^ J = to 1n I I M I 00 / r� I I I = I � rn rn I � °�° �. � oo I i � � J � _. ...= Z V _ M r i N . 00 'TIMI 0 _ J 'I V I _ ~ = II II � I II II I I II � II Iii � Q _ iI I I II � I I II X11 N = H'- r l � l I I I 1 r i _ _ _ _ I I I Z = I d Z 111 � _ �� K• �RF�i - - - - , _ �� 3416 _ ' L �I J ` I �\ I 1 J I 1 J I • I ' I I SEE FOLLOWING SHEETS: Slgno[ure CONSTRUCTION PLAN L-3 * iom/00 IRRIGATION PLAN L-6 Renewal Dote PLANTING PLN L-10 OF �`%F ' PUNT LEGENI ) ' IUGR Ate' - . §x. TR�Es a1�a� _ SCALE: 1 " - 20'-0" SYf"5m BOTANi -AL COI'T'ION SiZE N 4NT11Y_SPACING _ ayir-md" BOTANICAL ccer N. SIZE SPACMG a ANTITY O A 9ELIA GR�IFLORA GL066Y A19ELIA 5 GAL 5' OZ. ISO � • O GibTUb FLIiQP'E1FE116 ORCHID ItOCidOOSE b GAL 4' OAC. 6a -• 1 .._. -- `y' _. • DRAGNi'CNiTON POPIILPELIb BOTTLE TREE d GAL_ Za �' OCG. — ® CNETE6 BICOLOR FORTNiGEIT LILY i GAL. 4' OrC 03 HE D71OL"0i4RDUTIFOLIA TOYON b GAL a or. 46 ._. f ._ Q 12EYiciEP MP, CAL.TRS �a0IfZEM%Tz:1: I�Z7IOp L��3T'RDtsM(A lNDtGl CRAB M'(FZ�•F 15 GAL. d 96' OL. - .... ..-. .- CW-1-MGED NoT w� °K CITY F. YsIRM CLOD' TEXAS RANsER 5 GAL.. a' 011C. 3a - _ _ - — ' -� -- — DESCRIPTION O F REVISION PRO ` _ � - DATE APPROVED: LAMSrP.0MA iA IRMCA CPAM MYPtTL1L is GAL µ 15' oG. . P1..u"iBAGo ANJRICULATA cAN� PLu"reAGo 5 GAL >�' o�c. a0 - CITY F RANCHO C ILIO - RAPMICA HICIE" I''1DIA4 "'S`' 404 5 GAL 3' °�' $' � � TRACT 15814 STREETSCAPE GEUVRA PARVIFLORA AUSTRALIAN WILLOW 240 BOX a 20' OZ. .� 0 SALVIA GREc,G" 'E„ FLaE1� "�''` b GAL 4' °� - ' -� HIGHLAND AVE, ROCHESTER, AND LARK ( - ) XYLO&U GONGI=STU'1 COi"1PACTLI'1 SHINNY XYLOO"A 5 GAL. a' OAC. 0 _ - • � - ._ .:. • LI6>l1tD"h W ST1'RACiFLUA ' 1lOnMfLOBA'Ai"ERICAN SKIFETOLM d GOAL. 42 25' 0a PLANTING PLAN LAW"TROE7"IA MICA CRAPE MYRTLE d GAL a 20 OAC. � - APPROVED BY: � / �� / DATE: �yc ^ �' `x' �' "' '" =' CITY ENGINEER „L ✓�--��. �� � ����� RCE: 4953 WATER`1ELON 1110 INTERIM LANDSCAPE NOTE -� - -= • _: - -*- i -- ._ .+m. -�. -- UW RECOMMENDED NOTE INTERIM LANDSCAPE IS DEFINED AS AREAS THAT WiLL BE AFFECTED BY THE ROUTE 30 CONSTRUCTION. DESIGN P PREPARED BY �D�� �-- _ _ ENV,100i�5 ENVMONS DUE TO THE LOWERING OF HIGHLAND AND ROCHESTER AT THESE LOCATIONS IT WILL NOT BE POSSIBLE TO T - 0 11416 LANCEA A!'RIC.4N Stl"tAC d GAL 1s 20' OAC. CONSTRUCT THE PERMANENT LANDSCAPE WITHIN THE LM.D.. THE I�fTERNM LANDSCAPE WILL CONSIST OF _ _ - _ - DRAWN-Px~ _. SHELi A 4' LAYER OF WOOD CHIP MULCH AVAILABLE FROM MNTRAVAIA LOCATED IN UPLAND, CA (909) 982-6713. .= :, •r. "- " --• LANDSCAPE ARCHTI'ECCURE UPON COMPLETION OF ROUTE 30 THE OWNER WILL BE RESPONSIBLE FOR COMPLETING THE PERMANENT W w p� n6 W.lOOT1�L BLVD.SUfiE F • CURF.MONT,CA 9171, L-1O OF Z(jj HARDSCAPE AND LANDSCAPE AS DETAILED ON THESE PLANS .WITHIN THE INTERIM LMD AREAS -- ; PRONE t FAX W 6264663 _L- + SHEET INDEX �Rx i DRIVE - I CHECKED ZM R.L.A. �� DRAWING N0. DATE 10-31-00 FILE NO —, 6 76 -L PROJECT SHT, NO• OF i r - - _ ROCHESTER A VENUE - - T�II 1423.9' J = - �' __ _ 5'-9"------------- 5'-0" 3'-4" W - W _ If- 5 GAL. 8 T1- I 13- 1 GAL. 22- 1 GAL. 49- 1 CsAL. Lie CF SKS — _ _ - 0 FSCs 14bb 9' W _ 000 ODD -00 — W — � s%l-Doo 0000 c000000000000 _ I1' _ QQ000000000 a00000000000000000000000000000 OO°D°°°O°D°°° O °000 �— 5 GAL. = W T.M1'. 465,8' ---. .onp DOD DDDD DD DD 0000 �OOOD _ _ - ° t}.c g40ocoD000000 600000m �� r.� _ --- .... _ 5- 1 GAL. L = im JtL ,- .:.. - °0000000000 OOODODO D _ . PW66.1' D. DDDDD DD DD : 000o o°o0 00 000 o o o o o c°°° o O ' OLDS00.0 O....DDO0000D00O°. yO OT.C. I62. AG uj vi ROC,NESTER\Ave PA1�1AY SIDEWALK = N II1 I I I � Lr) I �. co I' I . co I I M cp �� N I O I j - V SECTION B-B 1 IZ 11 � II I I II �/ V-- d . I I ~ II r — — — — I zI I - CRCILM MIER SYM1 0L BOTANICAL C0 MON 61ZE SPACW CL ANTMY ♦ 4 4 4 '.`.'.'.'. AGAPANT" AFWCA%M LILY OF THE NILE BLUE 1 GAL. TMA %WAR SPACE 24" OL. 335 W ROCHESTER A VENUE COTONEASTER MORIZONTALIS Wm COTONEASTER 5 GAL. TRIANGLLAR SPACE is, O.C. 151 0 _ MYOPORLIM PARVIFOLIUM N1Gx 1 GAL. TRIA%rA LAR SPACE s Or.. *1 a = n- I GAL. n- �! PYRACANTI4A 'SANTA CRUZ' NLx 5 GAL. TRIANGdJLAR SPACE b' OZ. 15 W = m- I GAL. DD DDDDD WO OOOOOOOODDD«ODOD00DOOO °o a o0000oao ' -- F408MARhJl.1S OMCINALLIS 72"TRATt °�SEMARY 5 GAL. TRIAWA LAR 'SPACE b OAC. Ili W ❑ ❑ ❑ ❑ ❑ ° ❑ OF 4 TRACWELOSPERILPI JASMINOVES STAR JAS 1 GAL TMAWA LAR SPACE ?' Or- 9'�8 a• a J ' / VMSaa . . SYM5oL BOTANICAL CQ"R' m SIZE SPACMG GL ANT1TY a _ \ \ • •••••• ♦v PARTNEMOCISS" TRyC1SPIDATA BOSTON IVY 5 GAL 15' OL. 2 0-7 Q7 Ln a .•.•. . . . SYMBOL IRS TO (1)PLANT PER LOCATION - `��'" �'-\ IIT11111111111111111111 �•!•�i�T .• I IIIIIIIIIIIIIIIIII IIII1111111111�111111�11111111111111111 MATCHLINE SEE SHEET L-12 SEE FOLLOIMMG STNS: CONSTRUCTION PLAN L-4 SCAP f IRRIGATION PLAN L-7 PLANTING PLAN L-11 K. F,Q J FLANT NT LEGENC) sigmatire N I HI(sfII+ANO .IVENUEI # R00 enewal'Date TREES d - __. l 7 -� 41Z OF� -0F SCALE 1 " 20'-0" v - -- — sym5 L WTANIC.& COMMON SIZE G AHM SPACNG eymeOL aOTANICAL COf"T'SON SIZE SPACMG QUANTITY OAVELIA GRANDFLORA GLOSSY ADELIA 5 GAL. 5' O.C. ISO s. .s. -` BRACMYCMTTON PORILNIM BOTTLE I11ME D GAL 20 15' OAC. O GSTUS PURPE1QElls ORlCMID ROGIQ�OSE 5 GAL. 4' OL. -- � 1 ' DIETES 151COLOR FORTNiGKT LILY 1 GAL. 4' OAC. 53 0 MET>=R01•ELES AR'DIJTIFOLIA TOYON 5 GAL. 8' OAC 46 LAQ')�STKOBM Int INDICA CRAA�,�RED Is GAL. >d 35' OAC. .,._, ', _ -�- - i --• I' � � ISED C3°sL�Rf4Ns �UIR�MfiN�S I L� Do -- -- O 6 Q F. WRM CLOUD TEXAS RANGER 5 GAL. 8 Oic. 35 _ w j _ i - 1 DESCRIPTION OF REVISION PCITv ladER�v-TROt?MI14 INbIG4 Ctt.� MYRTix 5 SAL. 14 35' OAC. I � .._. c o DATE APPROVED: O PLIF"�AGO AURICULATA CAPE PUMDAGO 5 GAL. 10' O.C. 120 - -� �f "- `- _ 1 w � _ - CITY OF RANCHO CUCAMONGA 00 RAPNIOLEPIS MICA 'Ph�lCIE' MCIAN MAIiJTEIO�R�t 5 GAL. 3' OG. $I I•� -.-. "" l 1 _.. -------- '''Rt' — GEIJERA PARVIFLORA AUSTRALIAN WILLOW 24" BOX 8 40' OC, - O SALVIA GREGGII RFD FLOUIE" NrIA 5 GAL. 4' OAC 7 _-. - s e' -- � � � , f TRACT 15814 STREETSCAPE XYLott�A coNGESTUM carrACTl�r SHINY XYLOSMA 5 GAL. a' O.C. -- �° _ I HIGHLAND AVE, ROCHESTER, AND LARK f I �rour¢r • Lld OAMDAR STYRACIFLUA ' R0Mk0ILOBA'AMERICAN 911MGIM S GAL. Ott 25' Ojr �.1 l -• — .r: PLANTING PLAN LAOFF"TRO!"A MICA CRAPE MYRTLE a GAL a 20 O.C. WATE 12PTLON RED -- - I APPROVED BY: , / ` �- DATE CITY ENGINEER RCE: 24953 0 W" LANCEA AFRICAN SIMAG E GAL 1• 2C OG N � � RECOMMENDED - ' DESIGN P PREPARED BY N°ptNA DRM12'— • - — �'�"�°'� E"]�MRONS �� Z 3 _ _ LANDSCAPE ARCHITECTURE SHEET 226 W.FOOTHRL BLVD.SUI I F • CI.AREMONT,G 91711 -- > L 11 OF tfIONE!PAX (904)626-4663 -- SHEET INDEX . LARK i DRIVE I CHECKED _BRETTT FRENCH R.L.A. x,&16 DRAWING NO. 50 DATE 10-31-99 FILE NO PROJECT SHT. NO. OF J 1422 = 161 � - - - - i - - - - J P 1459 .0 * - - - 168% P= 1458. 5 - = 162 163 1 4 1 65 P - 148 . 2 _ 166 I I = 1456.5 P= i:457. 4 P= 1157.0 P= 1456. 2 I I 1 67 Li P= 1 5.3 ' I P= 14 5.3 I 1 = 1450?0 -� � = - - - - - - -- - - - i I / Li 0 : 43- 5 GAL. I /r // =_ W .J = 32- 5 GAL9 . W ♦ ♦ ► i �`� ♦ ' �� "► ► ♦ ♦ . ♦ ♦ ��t� o, o 0 0 �,pt t o ' �_� ! rs- t GAL. ?z- 's GAL. I I 20' SEWER & STORM 32- s GAL. / / = Cl) W ♦ - c o + ' I DRAIN EASEMENT x-40 4M W WX/ I _ ate'(./. — — _ _ — CD I - 1 _. sr.} ti�WiUi I f -, bl:. + - +� l` - __ r` ,,. -•�- _... -_. ! n�c-� . :►. i- -�. r r r -- - - - -- � .,. �,' -._ ._� •.. .� .'iii.... ... � ,.� -� ; _ r t � ti 4 _ - '4 . r'Yr.rr..s.r, t►1 ilxl � l��!!i_�Ltls_r c4t' lliaJll rA% �l�.A _l.1 1 �i�a��!llc� l� 4 + + t + + + + , ♦ 1' _7 Q // x UW Z = ,• .. t?- 1 GAL. - . v 0 = _ LARK DRIVE J j 11 IiL ' L. - - 1 _ 13& I I I jI _ J _ _ ' 14f) III - - - - L - - - - J - - R� _ 1370 - - - 13`4' = P - 14 . 6 II ' II - I _ = P 1457.9 I P= 1 98.0 Y G 2 1 1 12V P= 1 4 8 .7 P= 1458 . 4 P 1458. 1 I I ,il P= 1 A . 6 P= 1 460. 2 1232 _ I I III p — — P= 1459 .0 P 1 9 P 14 9 . I\ I �y� - W � I 4 5 . 6 5 3 I � I I' _ � Li O ILL. m Li 1-7 kIim I 15' STORM DRAIN EASEirIENT 0 I i = Q I I I I� s _ - 1 -- I %mill ` ►,� tNtm, �tnn►,, �t�m►i,� tenni vnm n a _I I I t - rte, -� " LW ����t11►iii Lj t11111/ii� ♦ ti►li� 165- 1 GAL. �N1t1►♦ - K � - - �.� + + ,. - e,,, ♦ � Ui A&, � T � � ���i►tttt`�a� �►trtt�� ��i►►ttt�� iirmtt� �imltt �►ntte� ��inlnt� >erE►ct��� ���rtll�t� - �� = � ` � � . = Z �ntutt i�►►tlltt . I ir 13- i GAL. LARK DRIVE -- --_ _ PLANT LEGEND SYmem DmA c-& COi` mm SiZE SPACMG CUANTiTY TREES O Ai 1ELIA GRIWDFLORA GLOSSY ABELIA 5 GAL. 5' OL_ ISO SYMBOL WTANICAL COi"mm orm SPACING O CISTLB mpizf�S ORC 40 ROCKROOE 5 GAL. 4' OZ. tis ® DMTE3 BICOLOR FORTNfGHT LILY I GAL. 4' OZ- 53 SEE FOLLO MING SHEETS: IRRIGATION PLAN L-84f PLN I# i�i`1ELES AtlDUt1FOLIA TOYON 5 GAL. O •' ACPLANTING PLAN L-12 ���f • CRA,CHI'CHiTON POPULPEUS BOTTLE TREE 15 GAL. ?i ?5' OAC. � TEK' FR 0 LEUCOPWYLLUM F. YsREEN CLOW' TEXAS RAWER 5 GAL. • OCG. 36 0341 ti Of. Lilil TRDEMtA*0r-N c.'k" M1Yfmir 15 GAL. D 35' or_ BIC)MA)VD AVENUE O PLLMBAGO AURiCULATA GAPE PLU"f0AG0 5 GAL. IO OCG. IZO 1 Signature k1�� _ — I _ 10/31/00 oo R+4PPNIOL.EPiS MDICA 'I°iNKIE' WANFIAtIJTHOR�I 5 GAL. 3' OAC al _ - - ; - -• _ t -- t --Y ^_. '- �' ,_ - � Renewal oats \P 7 IROJ:Mi(A MICA CR/ip1� NlYRtL 15 GAL k 35' oc. O SALVIA GREGGII RED FLOtIERS NtJK 5 GAL. 4' 0a 67 lit _�� �- -- OF CAI -0"„ _ • „ 4� IZ14 tz�D _ - J _ _ - SCALE: 1 - 20 -0 OXYLOSMA CONGESTLIM COMPACTUM SHMY XYLOSMA 5 GAL. s' oa 36 w C#IJERA PARVIFiORA AUSTRALIAN WLLOW 24• BOX i ?O' OAC. GROUND C01/ER � , �� _, .._. � -- �•� ,- SYMDOLC ANI SIZE SPACING 6>UANTiTY I -- AL. CC�i''HON w • Li "AMAR STYRACFLUA ' R0nW LORA'A1"1FRiCAN SttMGLM iS GAL. 42 ?5' OCG. '.�.�.�.�. AGAPMTRA AFRICA" LILY OF THE NILE ISL.UE I GAL. TRIANGLLAR SPACE 24. O.C. 335 tZ6VIrEp S U CAL�Rdsht 1z�t 1115 Vz-7100 LAG1E"TROEMIA INDICA CRAPE MYRTLE 15 GAL. 12 ?O OL. CITY COTONEASTER HORIZONTALIS ROCK COTONEASTER 5 GAL. TRIANGULAR SPACE 6 OC. 151 wALON +� - 1-� -- -- -- - iDDESCRIPTION OF REVISION DATE APPROVED: MIO-toll PARVIFICI- "1 MILK I GAL. TRIANGULAR SPACE 5' OjC. 161 I _� � �.' _ �' CITY OF RANCHO CUCAMONGA o MA* LANCEA AFRiuw SUiKac >5 GAL. r ?O OCG. - � _ � _ — - _ � PYRAGANTHA '8,4NTA CfRl1Z' NrCN. 5 GAL. TRIANGULAR SPACE 6' OJ:. 15 e. ' TRACT 15814 STREETSCAPE � __ � .-... W � � � . Avo -= -� -N HIGHLAND AVE, ROCHESTER, AND LARK TJU 14635? `` .i F,G. 14665?' RSM-9w"" OFfiCINA"* 'PROSTRATUSROSEI"TARP 0 GAL. TRIANGULAR SPACE 6' OJ: 115 -- - PLANTING PLAN r • PAD WSZ' TR,AiCbELOSPERM J f JASMIIII5 STAR JASMINE 1 GAL. TRIANGULAR SPACE ?' OAC, — APPROVED BY: DATE ' �- J CITY ENGINEER C��-.,� r,! 'LCL, RCE: 4953 TA 1461.4?' VINES N _: _ r '- , .�,� DESIGN PLAN PREPARED BY: RECOMMENDED 8y1"I"L DOTANICAL COW1MM SiZE SPACING C�.IANT(TY IIODd.YA ><a ---� _ _ - ENVIRONS ENVI1eol�ts 3-L3-97 TJC, W48,811 PART-eMIMI(* TRICUS DATA BOSTON IVY 5 GAL. 15' or- 2-0-7 , - - LAW CMI SIDEuIAuc DRAWN LANDSCAPE ARCHITECTURE SHEET 81T1DOL i�R3 TO !U PLANT PER LOCATION 226 W.P00'[�L BLVD.SUtTe F C[.ARer�o�rr,CA 9t711 !HOME A FAX MF)6261663 SECTION C-C +�� : - �� � � � elm � L-12 OF� SHEET INDEX D CHECKED ARES FRUCH R.� N(341B DRAWING NO. • I I e� DATE ���FILE NO -L PROJECT SHT• NO, OF HI-POP SHRUB HEAD BODY SET TO NOTE FOR CAL TRANS R.O.W.: 1/4- ABOVE FINISH GRADE "SNAP-TITE" WATERPROOF < 1. SEE VALVE BOX DETAIL #L, THIS SHEET FINISH GRADE CONNECTOR OR EQUAL Z No 2. MAIN UNE SHALL BE 4" BELOW BOTTOM EDGE OF VALVE BOX. WIRE SERVICE LOOP (LOOP 5 m ENOUGH WIRE TO EXTEND WIRE ROUND PLASTIC VALVE BOX do BUNDLE 6" ABOVE GRADE) �`' COVER ETCHED "IRRIGATION GATE" -I I (-III-III III-III 2 Z (CARSON OR EQUAL) -III I I-III-III- I I I-I I I-III I I-I I II I II I SPLICE BOX COVER WITH " n r FINISH GRADE III=I I ) I=III- _ - - LOCKING TOP ETCHED S.B. III=III=III III- Z� =III I=� �- -I I I I I I I I I I I I 1=1 I I I I I e - - - N (I,I I-III I I-III CLEAN BACKFILL - SEE -I �- _ AT GRADE IN LAWN AREAS -III=III- VALVE - 1 1/2" OR SMALLER WITH =III - SPECS. FOR MATERIAL. d I I I I N I=I I Sox COMPACTION REQUIRED I 11=1 I I 3" IN PLANTER BEDS In I1-1 I STAINLESS STEEL HANDLE I I I=111=1 11-111 3 =III I= =1 I I I(II I III ESIUENT WEDGE - 2" OR LARGER WITH II I II I I�"' g d Z Z (=I NON-PRESSURE LATERAL LINE: - -�- _ II { - - _ TE VALVE 2" OPERATING Nur - - SCH. 40 SNAKE PIPE IN I I-I I�' '-) �I'f I I�I I I 1 li Illi E EPDXY COATED III I =III=III=III III II_--III_ N _ II TRENCH 1013 1 1- 1�-1 I I-I 11=I I ti � -III--i_I PRESSURE SUPPLY LINE: I I1 II II I I1 VALVE SCH. 40/CL. 315 SNAKE 12" X 18" GREEN PLASTIC METER 1 -i = I 3' 3" III-I III= PIPE IN TRENCH -III"-III I I I� BOTTOM EDGE OF =III I=I I BOX. CARSON OR EQUAL I I=III I 11= I�- VALVE BOX =III=I = CONTROL WIRES - BUNDLE00 -III N -I I INSTALL ADJACENT 0 SCH 40 PVC =_ _= PRESSURE SUPPLY LINE MARIEX 90' STREET ELL 90' STREET ELL NON-PRESSURE _ N I I-III I-I I I MARLEX 90' STREET ELL � �=III--1 - - i -� PROVIDE 6" MIN. OF SAND LATERAL FITTING -I 11=III 6" TYP. BEDDING AND SHADDING NON-PRESSURE LATERAL LINE SCH 80 PVC NIPPLE '-1I I-I �' * •o TYPICAL (2) PLACES -III-III o- - m 11=i I CAL TRANS R.O.W. ANTI-DRAIN VALVE AS REQUIRED = I 1_1 II I=-i ����--- MAINLINE NO 1. PIGTAIL AND LOOP CONTROL WIRE AT 90' CHANGES IN DIRECTION. 3/4" WASHED CRUSHED NOTE: AGGREGATE BASE 2. PRESSURE SUPPLY LINE: 2 1/2" AND SMALLER 18" MIN. DEPTH 1. LOCATE HEAD 2" TO 6" FROM WALKS, CURBS, HARDSCAPING, MOW STRIPS, I 3" AND LARGER 24' MIN. DEPTH AND EDGES OF LAWN. NOTES: 2. USE TEFLON TAPE ON ALL MALE THREADS. 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. Z24VOLT WIRES. TAPED AND 2. INSTALL CONTROL VALVES A MIN. OF 12" FROM STRUCTURE�®R HARDSCAPI . 3. INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE BUNDLED AT 15 FT. INTERVALS 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. COMPENSATING FEATURE AS PER THE IRRIGATION PLAN. 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 4. HEAD CONNECTION AT BOTTOM INLET ONLY. 2 CU. FT. PEA GRAVEL 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. J TRENCHING F 12• POP UP SPRAY HEAD C 12 VOLT SPLICE BOX A zL GATE VALVE STRONG BOX ENCLOSURE MODEL NO. SBBC-45-AL BACKFLOW PREVENTER ASSEMBLY HARDSCAPING(SEE NOTE 4) NIPPLE - TYPICAL RAIN BIRD 33 DNP WITH PURPLE c (4) PLACES RUBBER CAP - SUPPLY ONE KEY PER 12 QCV'S INCLUDING HOSE 1 `' <' �' •'� <' ''' SWIVELS. STRUCTURE OR 1 HARDSCAPING WHITE -III I I-) I I-III- FINISH GRADE - INSTALL IN BLUE NIPPLE PLANTER BED ONLY " EPDXY FILLED 6" THICK X 12" WIDE IIIIIII III I- 18 MAXIMUM) ( PER SIZE/PAD MANUFACTU SIZE/MANUFACTURER) VARIES 'SNAP-TITE" WATERPROOF RED CONNECTOR OR EOUAL BRASS WYE STRAINER BLACK ( WITH 60 MESH I SLOPE TO DRAIN AT MINIMUM II I - - r PIG TAIL EXPANSION MONEL SCREEN 2>< z - CLEAN BACKFILL - SEE -7 ' ►:: .:�:.►::�:. iAT10N CONTROIL�I LOOP (MIN 24' LONGI FINISH GRADE -III-III-III III-III-) _ SPECS. FOR MATERIAL. _ _ _ _ _ UNION 90% COMPACTION REQUIRED _ 1-1 1 1 • r:►a.� r. r:• M SLAVE =I I I III=1 I I=1 =1 I -1I I-III- ,I,� N -III I I- SCH 40 BRASS NIPPLE 12" I I (-I I III I I-� -� WATERPROOF ALL . j r �� R PFE TM�� PLASTIC VALVE BOX (CARSON OR p::. .`� r:. r _ WIRE CONNECTFOR IONS EQUAL) WITH PLASTIC INTEGRATED �c j''► . :j`► -I PROVIDE 6" MIN. OF SAND SCH 40 BRASS 9CP ELL -III-I 11= LOCKING LID. PLACE AT GRADE IN AS PER STD _ I,� ( CONCRETE PAD = I - BEDDING AND SHADDING -III I TURF AREAS AND 3" ABOVE IN DETAIL 520 �c x ? - _ - II - SCH 40 BRASS 9(P STREET ELL STAINLESS STEEL PLANT BED. I - (2)PPLACES TMPICAL z FROM WATER SOURCE ih I-I . . I I SCH 40 BRASS NIPPLE - SCREW CLAMP PIG TAIL EXPANSION k z MINIMUM (3) PLACES SCH 40 PVC MALE . I I ( I 24" LONG LOOP (MIN.24" LONGI �c WHITE I I 90X COMPACTION II- ADAPTOR _ _ '< (COMMON) °� TT1 -III-I III- 4 REBAR STAKE BLUE - :a REQUIRED CONTROL WIRE SLEEVE - SCH 80 PVC 90" STREET ELL (24LONG) OF 14 1 SIZE PER PLAN INSTALL WIRES To METER �. =III-I I I- ADJACENT TO PRESSURE t, r ► tj • I-III _-I I SUPPLY LINE RED MASTER CONTROL _ `. LINE TO SYSTEMS VALVE PRESSURE SUPPLY LINE BLACK SLEEVE - SIZE TWICE CONCRETE THRUST BLOCK ELBOW F PER CCWD STANDARDS TYPICAL (4) PLACES _ DIAMETER OF PRESSURE FLOW METER IGID PIPE AND RELATED FITTINGS SHALL BE PER III-I SUPPLY LINE DIAMETER SAME CUCAMONGA COUNTY WATER DISTRICT STANDARDS. 6^ NP SIZE AS FLOW CONTRACTOR SHALL VERIFY WITH CCWD PRIOR TO METER SIZE DIAMETER SAME 9 NOTES: CONSTRUCTION. NON-PRESSURE LATERAL AS FLOW METER SIZE E 1. INSTALL PER LOCAL CODES. LINE SLEEVE - SIZE TWICE NOTES: DIAMETER OF NON-PRESSURE 2. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24 FROM ANY 1. ALL SLEEVES TO BE SCH 40 PVC. LATERAL LINE PRESURE SUPPLY STRUCTURES OR HARDSCAPING. LINE FITTING MINIMUM DISTANCE DOWNSTREAM OF 3. WHEN UNIT IS NEXT TO A STRUCTURE (IE. WALL, BUILDING, ETC.) 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. UNINTERRUPTED PIPE (6X DIAMETER MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. PRESSURE SUPPLY LINE OF FLOW METER SIZE) 4. ORIENT UNIT PARALLEL TO STREET. 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY MINIMUM DISTANCE UPSTREAM OF 5. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. STD. NO. 120 24" MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW UNINTERRUPTED PIPE 0OX DIAMETER STRUCTURAL SECTION). OF FLOW METER SIZE) 6. DIALETIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF DISIMILAR METALS. 7. VALVE PER STD. 518 REQUIRED BEFORE BACKFLOW PREVENTER WHEN MAINLINE IS 3" OR LARGER. K TYPICAL SLEEVING G QUICK COUPLER D X00, _ METER / MASTER VALVE B BACKFLOW PREVENTER 24" STRONG BOX MODEL NO: NOTE FOR CAL TRANS R.O.W.: \ - SB-24SS/120V 1. SEE VALVE BOX DETAIL #L, THIS SHEET Y 2. MAIN UNE SHALL BE 4" BELOW BOTTOM EDGE OF VALVE BOX. o �pr10SCApE COVER 19 A 'SNAP-TITE" WATERPROOF �� �� K. ❑19 TO SPRINKLER - ANGLE PIPE TO CONNECTORS OR EQUAL lv'� k. 3416 'Y - - ENCLOSURE TO BE GROUNDED PER SPECIFIED DEPTH WITH 45• ELLS ELECTRIC CONTROL VALVE N FINISH GRADE IDENTIFICATION HINGE WHEN LOCAL CODE. GROUND ROO TO BE SCH 40 PVC MALE ADAPTOR LABEL REQUIRED INSTALLED INSIDE ENCLOSURE, ON N Z PLASTIC VALVE BOX co CONTROLLER SIDE. w 3 SCH 80 PVC UNION MARKED "IRRIGATION RCV" Sgnotu e ONE MACHINE d m g (CARSON OR EQUAL) RECLAIMED WATER BOLT EACHBRASS OR PVC NIPPLE 10/31/98 WARNING LABEL ? ETCHED WITH CONTROLLER WHEN REQUIRED r LIBEL W AND VALVE SEQUENCE Renewal Date L Js> P z VALVE BOX FINISH II I I � COVER GRADE II I I z 0 6' MIN. � Cp,L NPLAN d U P • MIN. I i i i 3'-6' X 3'-6" X 6' CONCRETE NIH RAD CIF 2% FOOTING INSTALL A MINIMUM OF f_ ,. -� ^ 3' ABOVE GRADE AND SLOPE DRILL LABEL AND COVER 6MM DUI. SLOTTED _ o TOP TO DRAIN AT MINIMUM OF 2X. VALVE BOX TO ACCEPT SCREW HFJ10 MACHINE =- . o -- BOLT WITH 2 h (•' >.S-II II SIDEWALK I WASHERS AND NUT z II-1 III MOISTURE �� °° II II I I�� ��'� �� COMMON WIRE/CONTROL WIRES IN fl 11 wHERE� 1 REVISED PER CAL TRANS REQUIREMENTS VI�NS 1/z7/00 2" MINI I 2" MIN. COVER �I I I�I I I-I I I III-I I I-I I I- 3 SCH.40 PVC CONDUIT. N I I IT= REQUIRED CI1 CLEAR. I CLEAR. - _ PIG TAIL EXPANSION DESCRIPTION O F REVISION DATE APPROVED: 1 CO VOLT WIRE C RIGID STEEL o I _o_ I � 1� 3 1 LOOP (MIN. 24" LONG) CONDUIT (PER LOCAL CODE) 90 SWEEP ELL r��t � � _ 3' I I TO POWER SIDE OF CABINET (TYP.) f VALVE BOX IDENTIFICATION , . , " FLOW „� VE ANGLE CITY OF RANCHO CUCAMONGA ANT I ANTENNA PORT EPDXY co 3" 1=. I-1 1-1 .d••o;P .p� HEAVY DUTY WEATHER - RESISTANT FILLED LOCATED OUTSIDE OF a I 1 :• aSp .• , 3/4' WASHED _ CRUSHED AGGREGATE TRACT 15814 STREETSCAPE PHOTO ELECTRIC SWITCH FOR SECURITY BOX. INSTALLATION/LOCATION o•O Z o•o 0 -III-=III- 41 - LIGHT CONTROL AS REQUIRED PER PER CITY AND CALCENSE REP. i �- IIFA ... -III_.-III PUNS. �II11 "d�.°o7 m ���p'P WOVEN WIRE CLOTH a;l a o- HIGHLAND AVE, ROCHESTER, AND LARK ELECTRIC METER PER SCE .. ( 1 I'd- SCH 80 PVC NIPPLE MIMI --i i-_ CALSENSE CONTROLLER MODEL NO. CONTROL & COMMON WIRES PER PLANS. REFER TO CONTROLLER - ----- -= CONSTRUCTION DETAILS 3/4" GRAVEL OR IN\\- STALLATION _ - _ CRUSHED ROCK SECURITY LIGHT TIMER REQUIRED PER NOTES: PLANS FINISH APPROVED BY: / '- 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. GRADE 6 GROUND ROD BRASS NIPPLE CITY ENGINEER / L_ ( V�. ,�. - RCE : 2+1953 2, INSTALL CONTROL VALVES A MIN. OF 300MM FROM STRUCTURESOR HARDSCAPING. 2" SCH 40 CONDUIT " 3. INSTALL VALVES IN PLANT BEDS WHERE EVER POSSIBLE NEXT TO SIDEWALKS. FOR SECURITY UGHT MIN. I I I I I I SCH 40 PVC SXSXT TEE 4. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. WIRING. I I I I I I 2 120 VOLT WIRE N RIGID PRESSURE SUPPLY LINE DESIGN PLAN PREPARED BY: RECOMMENDED 5. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. + ;:. "'' STEEL CONDUIT (PER NOTES: 6. ATTACH METAL VALVE IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND �!; ;. LOCAL CODE) 1. INSTALL CONTROL VALVES A MINIMUM OF 12" FROM STRUCTURES OR HARDSCAPING. ENI/IRONS ENVIRONS ?'2 3 VALVE NUMBER. 2. INSTALL VALVES IN PLANT BEDS WHEREVER POSSIBLE NEXT TO SIDEWALKS. 3. PLACE VALVE BOX AT RIGHT ANGLES TO STRUCTURES OR HARDSCAPING. DRAWN LANDSCAPE ARCHITECTURE SHEET - 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ACH PLASTIC IDENTIFICATION TAG WITH APPROPRIATE CONTROLLER AND VALVE NUMBER. SCF 226 W.F007HI L BLVD.SUT E C • CLAMMONT,CA 91711 L-13 OF PHONE&FAX (909)6264663 L CAL TRANS TYPICAL VALVE BOX H CONTROLLER E zL R.C.V. W/ SHUT OFF VALVE CHECKED DATE -BORETT FR00ENCH FILE NOn 3416 DRAWING NO,E953- �� PROJECT S HT. NO . OF I Nmm NOTES: 1. HOCK SIZES. UNLESS OTHERWISE SPECIFIED, lW L BE LA4DSC'APE (NOMI VAL.tE) PLAT'S CLSS'!D (SwrfT •/REP. 0) t. STAKES INURE P SI AN : MAX. - BOLXDERS 3 0 MIN. 2'0' L =TAKES TO BE PLUMB AND(' �� 0089LE3TONE5: MAX Irl' MIN. 0' WITH ONE FLAT SDE WATER CCWMANG PLANTS (20) 20 L-% U � 3. (TAKE TREE /EIlPDNDIGUUMt 2. BOULDERS SNCL HAVE 1/3 EMEETIMENT. COBBLES SHALL HANE 2/3 EMSEDMEW TO PREVAILM Ww. 3. ALL SPACES BETWEEN STONES SHALL BE FILLED WITH CLASS 'O' MORTAR. 1 PART CEMENT' TURF LIMITED TO 2511 (fit WSIDFNI AL)(20) 20 NO TURF ON P%DXCT4" OF COMPACTED WOOD CHIP " To 2-1/2 PART'S SAND, 2000 PSI PORTLAND CEMENT CONCRETE. (NO -DRY-PACK' Is ALLOWED) 40 MULCH. � 4. ��wItN�REiA +�c•R�ocr'c WORK. PLANTS APPROVED sr THE cmr Ir�ECTat. PRIOR m PLA NTS GROUPED 15Y WATERMt's NEEDS (b) b WE PLANTINrs PLANS L-� - L-12 � t J w E S. FINAL RESTING POSITION OF ALL ROCKS TO BE APPROVED Br THE THE MY INSPECTOR. HARDSCAPING (CONCRETE HEADER. `./ W. ROCKS SHALL BE SMOOTH ROUNM AM FRU OF Ce.ECTTONABLE oEFx><�TIONS NO Rm m up NARI33CAPE (NON MQRiGATED)SURFACES 110) 10 L-2, L2 CURB & GUTTER, SIDEWALK, ETC.) FINISH GRADE v� s ppC� NON CONTENT. am umm ooBw"mw PER`EABSL.E PAYM (6) 0 v 7. CONCRETE CLASS 520-0-2500. CASE 11 stlocw�cK TOP TIE 10 BE PLACED AS LOW WATER TURF VARIETIES (5) 0 12" LOW AS POSSIBLE ON THETOP O► STANCES Ba oR � ,) •, • .4 i+c 0�1�"1a is :. NIULCM PROVIDED M NON GR IOtND COVER AREAS (5) 5 L-A LS SUPPORT ort AALI-ow SPECIES GROWTH HwT P1Dmm WT 30 LOW LEAD OF TIES MIIIERE •4 4 .'. : ' 4 THE HEAD TO DROP.--�� AMR! TRUNK � tea' aenn�lt a>o 801E (5) 5 SEE SPECS. 1'- (T) SETS OF CONI TES SPACED 2r uoE+��4n� ooeOk_rsroME = AI'I�RT. ATT7IC' LRH Q1POLI . CASE 2 AT[ PNt /LAID UK SK ON"AT TOTAL POIfVI'6 CLAR•ED 10 t BCRErrs m Nr' LODGE Pons. Boa aF 009" e r OIL LA00E POLE PINE STAKES compwrm Of PMiNt}PMu'M Po" REO ItRED `0 Oh WITH w MPPIlE4EOf S'E STN", CR%C A ANIlP�!M�f e• WO MNDISTURF" SOMI AHD P06R10N -- - STAKES, 0Uf5InE ROOT BALL ..• ;..�.. :.� - - 11-III I I- I I-III-III-III III-III-III-I A wwD TURF AM I I �t ARBOR c 015GATION (PLOW VALLE) POINTS CLAIMED (8F!.ET •/pff,0) -I i I-i►I-I�I-1 I I FRONT YARDS. TOP OF RDOTBILL 10 EXTEND r CAW sABOYE LOW GALLONArsE IRRIGATION SYSTEM (20) 20 L-s, 2.1 MaRrm"Stat IOU SHOVEL CUT EDGE COMPACTED " WK L'ra"' 110HTLY COMPACTED r MRM 10 FORM AUTOMATIC CONTROLLER (20) 20 L-5, 22 NATIVE SOIL GF^M 00� NSSTTALLA�LOAT A. 4• OUTSIDE OF PLANT POT. BERMS IN TURF AREAS Tb BE REMOVED PRIOR TO CITY DESrjNM TO WATER PLANTS DY WAM&rs NEEDS (10) 10 L-5,23 ACCEPTANCE. ooBNLESIaE WAP W am 80IL MOISTURE SENSORS (10) O NOTES: 1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL - r AWN. / 4' IWLX. RAD. cum • GLITTER RAM SENSORS t3) 5 L-5,2.4 SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL. I WND SE450IR6 (5) 0 2. MULCH UNDER TREES AND SHRUBS AS DIRECTED ON THE PLOWS AND BLEND I INTO EDGES AT GROUND COVER AREAS. Icor BOL j 1I11NE erAClaltt WITH PLANTER afd SENSITIVE TO SLOPE FACTORS (5) 5 L-5, 2a AREA 3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. ; ;h?�.�) "'°mss °�''� THAN 3• °� .4 RECLAI'ED OR RECYCLED WATER (5) 0 4. PLACE NO MULCH WITHIN A 6" RADIUS OF THE CROWN OF A WOODY PLANT. I it1 . ,I 1 � _. NIATIVE SOIL ummTUR11ED SIDEWALK IvjwsCAPE TOTAL POOMTS C LAI'ED K) I 1 _ _ 1 F [ im AT NOW ANGLES (1YP.) I_ TWICE ROOT BALL WDTH _ 3' ANI. / 4' MAX OMD. PMINIR'1U'M POWs WOO" ED 410 T' r POC row CURB PER cm sm. S34 I XERISCAPE ASSESMENT SUMMARY F MULCH C DOUBLE STAKE A COBBLESTONE N W E ` v NOTE& S v l 1. SLOPE IN TURF AREAS: N-01 WORM DRIW/LRNDERCROLIrND a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% TIGHTLY COMPACTED 3" BERM TO FORM �S l b. BEHIND SIDEWALK/TRAIL - 2% TO 5:1 MAX. DEPRESSED WATERING BASIN. *TOP TE 70 BE PLACED AS LOW v (1) -OCCASIONAL SLOPE VARIATIONS OF UP TO 4:1 WILL BE S AS POON THE TRUNK To PCP OF STAKES BELOW HEAD PERMITTED IN LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. �.� 4" MOOD CHIP MULCH. ALLOW FOR NANO FLO(ING OF THE TREE. OF TREE WHERE SPECIE'S GROWTH TOP OF ROOTSALL TO BUT NOT 90 LOW AS TO LOSE SUPPORT RANT PERMITS. 2. SLOPES IN SHRUB/GROUND COVER AREAS: EXTEND 2 ABOVE u OR ALLOW THE HEAD TO DROP. MANN TRUNK a. BETWEEN CURB AND SIDEWALK/TRAIL - 2% FINISH GRADE � SIDEWALK b. BEHIND SIDEWALK/TRAIL - 2% MIN. TO 3:1 MAX. ! POLE * OF CINCH TES (1) OCCASIONAL SLOPE VARIATIONS OF UP TO 2:1 WILL BE PERMITTED O 24' APART ATTACH WITH MI LOCALIZED AREAS WITH CITY ENGINEER'S APPROVAL. PROVIDED GALVANO7ED SCREWS TO 3' CURB AND GUTTED ETFR 10' 5' LODGE POLES. THAT SUCH SLOPES OVER 3:1 DO NOT EXCEED 12' IN VERTICAL HEIGHT. 1 r MNOMUM * * MIK_ ANN. \\ r DAA. LODGE POLE PINE STAKE 3. DEVIATIONS FROM THE ABOVE CRITERIA WILL BE CONSIDERED ON A CASE TOP OF ROOTBALL TO EXTEND WITH WOOD PRESERVATIVE STAIN, BY CASE BASIS AND WILL REOUIRE APPROVAL OF THE CITY ENGINEER. 2' ABOVE FINISH GRADE DRIVE A MRN. OF 6' INTO CNN- DISTURBED SOIL AND POSITION ORIGINAL GRADE STAPES OUTSIDE ROOTBALL SIDEWALK w �YCOMPACTED ROOT BALL QH DRIVE SL�ETOFCwAiEAPPROACHIo 0 BASIN. LOCATED OUTSIDE OF Of _1_4 le'w' P1JMfT PrP. GR - _ -- PLANT PIT TO BE (2) TIMES THE 5 CtAZe AND KxnPER 5' \ OU - I WIDTH OF THE ROOT BALL. c°VFR MwN. \N° I I L I I = NATIVE BACKFILL WITH I I 11 I CA= NO ROCKS GREATER ry \ \ I -� - - VAULT. TMA+ 3 DWAETER RooT BALL N _ RF s. 44* OUTSIDE PUBLIC R.O.W. NorEs: _ M - 6 A rrT�rT-�r�T NATIVEE WIDTH _ x• \ * I. TREE S'ACfMO SHALL CONFORM TO FLANS APPROVED Br THE CITY ENGINEER HEE ROES OT BAIL ROCKS GREATER THAN 30 2. ALL TREES IN THE R.O.W. ARE SUBJECT TO LBE,OF.SIGHT _ \ DIAMETER. CRITERIA AS APPROYM BY TRAFFIC ENGFREER. 3. AT ALL LOCAL RE P7:;tL/LOCAL RESIDENTIAL INTERSECTIONS'PLACE lot TURF, SHRUB AND GROUND COVER \ \ PARKWAY TREE AT A ANN of 25 FROM BCR OR ECR 2X M UNDISTURBED NATIVE SOIL � 4. MAIPITAIN S FEET FROM CENTER OF MIFF TO 8>4;E of ALL uNOEIMouND FACKnX& 04 ADDITION MAPfTNN 10' FROM CENTER OF TREE TD ALL UTILITY UINDISTURBED NATIVE SOIL OWNED MATER ! SEWER LATERAL UNM S 7REES SHALL NOT BE LOCATED 014 PROPERTY IDES. WITHIN PUBLIC RIGHT-OF-WAY NOTES: B. STREET TREES ARE SUBJECT TO NNSPECTON AND ACCEPTANCE BY THE NOTES NOTES HEREON 1• OF R �DO ROOTS BY ROOTS AT EDGE �E BION. SEE 0 ES 1. R'EMO'VE NL>RSEttr STALES 7. STREET TREES SHALL BE PLANTED AND STAKED ACCORDING 10 T4E CITY . L STAKES TO aE PLUMB AND PAIIILLEL 3. STAKE TREE PERPENDICULAR TO PREVAILING WIND. J DOUBLE STAKED TREE ON SLOPE G ALLOWABLE GRADES D CONTAINER PLANTING B TREE PLACEMENT 00N 0 ONE HALF OF SPACING 1 00 V,114[ � MOTES; UNIT OF PLANTER AREA REQUIREMENT �.�� F TOP OF 341aRF����` ABOVE FINISH GRADE EXTEND 2 1. ROCK SIZES, UNLESS OTHERWISE SPECIFIED, SHALL BE: ORIGINAL GRADE C `.� BOULDERS: MAX. 3'0" - MIN. 2'0" fit NATIVE BACKFILL WITH NO ROCKS COBBLESTONES: MAX. 18" - MIN. 6" WITH ONE FLAT SIDE GREATER THAN 3" DIAMETER. Sre 2. BOULDERS SHALL HAVE 1/3 EMBEDMENT, COBBLES SHALL HAVE 2/3 EMBEDMENT /31/Ob 10 1 # /3 / 30 BERM TIGHTLY COMPACTED IN 3. FINAL RESTING POS" OF ALL ROCKS TO BE APPROVED BY THE THE CRY INSPECTOR. Ren.w�+ Dote PLACE TO FORM WATERING BASIN. -III 4. ROCKS SHALL BE SMOOTH, ROUNDED AND FREE OF OBJECTIONABLE DISFIGURATIONS AND 7 EXCESSIVE MN CONTENT. OF' CA,\� I I� 111= I I BOULDER - 1/3 EMBEDDED INTO SOIL - I I ROOT eALL (LOCATE PER PLAN) 3" MIN. SOIL DEPTH AT CITY DESCRIPTION 0 F REVISION DATE APPROVED: OF COBBLAPPROVED:III-) O RMTPIT M BE (2) TIMES THE = COBBLESTONE CITY OF RANCHO CUCAMONGA =1 I I=1 I I= 11=1 11=111=111=1 I � W+oTH of THE ROOT BALL. _ U TRACT 15814 STREETSCAPE NOTE: ALL SHRUBS AND GROUND COVER TO BE PLANTED AT EQUAL HIGHLAND AVE, ROCHESTER, AND LARK v : v v... .. v _� SPACING TRIANGULAR UNLESS OTHERWISE INDICATED ON �-r i PLANS: SEE LEGEND FOR SPACING REQUIREMENTS. 'I � -S I I III- 3-,/2- MINIMUM 2. WHERE PLANTED ADJACENT TO WALLS, WCURBS OR UNDISTURBED NATIVE SOIL. CONCRETE BED CONSTRUCTION DETAILS SIMILAR LIMITATIONS, ALL SHRUBS AND GROUND COVER SHALL BE PLANTED AT ONE-HALF THE DESIGNATED SPACING r_ FROM SUCH LIMITS. SEE LEGEND FOR SPACING REQUIREMENTS. APPROVED BY: DATE: 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES CITY ENGINEER // ,�c���(.�! �`f rI '✓ RCE: 94953 NOTES: OF PLANT MATERIALS. PLANT QUANTITIES INDICATED ON THE DESIGN PLAN PREPARED BY: RECOMMENDED 1. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE LEGEND ARE ESTIMATES ONLY. �'11t E ONS 3-L�- OF ROOT BALL DO NOT CRACK ROOT BALL DRAWN LANDSCAPE ARCHITECTURE SHEET. d� 226 W.P0017MI.BLVD.SUITE C • CLARFAf C)NT,CA 91711 L-14OF !'BONE!FAX M!�626.1663 K CONTAINER PLANTING ON SLOPE H BOULDER PLACEMENT E SHRUB / G.C. SPACING CHECKED�00-' _ eFRENCH R.LA, NoJ � DRAG N0. _I DATE 100-3-3 1-00 .FILE NO PROJECT SHT. NO. OF IRRIGATION SPECIFICATIONS PART 1 - CFNFRAL 1.01 DESCRIPTION A. Scope of Work: Provide all labor, materials, transportation, 4. The Contractor shall dimension iron two (2) permanent 3. A 117 volt duplex box shall be provided with an On/Off 2. A fine granular material bockfM will be Initialty and services necessary to furnish and Install the Irrigation points of reference, such as building corners, sidewalk GUARANTEE FOR IRRIGATION SYSTEM H. Backflow Prevention Units: System as shown on the Drawings and described herein. edges, road intersections, etc., the location of the switch, and o 117 volt receptacle. Metol conduit shall placed on all lines. No foreign molter larger than one- following items: We hereby guarantee that the irrigation system we how furnished 1. Backflow prevention unit shall be of size and type run from the 117 volt supply to the controller housing. half (1/2) inch in size will be permitted in the initial B. Standards: AN work and materials shall comply with governing o. Connection to existing water lines. and installed is free from defects In moterlds and workmanship, indicated on the irrigation drawings. Install backflow All power within the housing shall be properly phased. backfill. codes, safety orders, standards, and regulations, and meet the b. Connection to existing electrical power. and the work hos been completed in accordance with the Drawings and prevention units in accordance with the Drawings. minimum requirements of the Standard Specifications For Public c. Gats valves. Specifications, ordinary wear and tear, unusual abuse, a neglect 4. A terminal strip shall be provided, clearly indicating 3. Flooding of trenches will be permitted only with approval Works Construction (Green Book) latest edition. d. Routing of sprinkler pressure lines (dimension max. excepted. We agree to repair a replace any defects In and shall (station valves, matter valve, common, control control). material or 2. Wye strainers at backflow prevention units shall have o the proper points connection of oil owiring of the City of Rancho Cucamonga. 100' along routing), workmanship which may develop during the period of one year from bronzed *crowed boy with 60 mesh monel screen ontro 1.02 QUALITY ASSURANCE 61 REQUIREMENTS e. Sprinkler control vofws. dote of acceptance and also to repair or replace any damage be similar to Bailey #1008 or approved equal. f. Routing of control wiring and locations of oil splice resulting from the repoiring a replocing of such defects at no Q. Miscellaneous Irrigation Equipment: 4. v settlement occurs and subsequent adjustments In pipe, A. Permits and Fees: The Contractor shaltconstruction obtain and pay for any boxes. additional costs to the City. We shall make such repairs or 3. All pressure main line piping between the point of osprinkler heads, town, planting, a other and ail permits and all observations as required. 9. Quick coupling valves. replacements within a reasonable time, as determined by the City, connection and the bockflow preventer shall be installed 1. Refer to the Irrigation Pions for sizes and types of cuction ore necessary, the Contractor shall make all h. Stub-outs for future connections. otter receipt of written notice. In the •vent of our failure to as required by local code. The Contractor shall verify miscelloneous irrigation equipment. required adjustments without cost to the City. B. Manufacturers Directions: Manufacturer's directions and I. Other related equipment as directed by the City of make such repoirs or reploc*m9nts within a reasonable time ofter with the local governing body as to material type and detailed drawings shall be followed in all cases where the Rancho Cucamonga. receipt of written notice from the City, we authorize the City to installation procedures prior to start of construction. 2. All miscellaneous irrigation equipment shoo De as Trenching and Backfill Under Paving: manufacturers of articles used in this Contract furnish proceed to have said repairs or r*plocoments made at our expense Submit shop drawing for approval. specified a approved equal. dir+ctions covering points not shown in the Drawings and S. On or before the date of the find field observation, the and we will pay the costs and charges therefore upon demand. 1. Trenches located under areas where paving, asphaltic Specificotions. Contractor shall deliver the corrected and completed 1. Check Valves: ART 3 - EXECUTION concrete, or concrete will r Installed, shall be sRE "Via* to the City of Rancho Cucamonga. Delivery of PROJECT: TR- 15814 - STEt3GAPE a backfilled with *and (a (oyer four (4) Inches below the C. Ordinances and Regulations: AN local, municipal and *tote the sepias will not relieve the Contractor of the 1. Swing check valves 2" and smaller shall be 200 pound pipe and six (o inches oboes the pipe) and compacted In 3.01 OBSERVATION OF SITE CONDITIONS layers to 95X compaction. using manual a mechanical lows, and rules and regulations governing or reloting to any •responsibility of furnishing required information that W.O.G. bronze construction with replaceable composition, Ye P g NrSHLAND AVE, R0rHESTER AVE, LARK,91n� neoprene, or rubber disc and shall meet or exceed Federal tamping devices. Trenches for piping shall be compacted portion of this work ore hereby Incorporated into and made a may be omitted from the prints. LOCATION: A. All scaled dimensions are approximate. The Contractor shall port of these Specifications, and their provisions shall be Specification WW-V--51D, Class A, Type IV. ime u equal the compaction of the existing munyielding adjacent carried out by the Contractor. Anything contained In theta C. Cantrofler Charts: check and verify all size dimensions and receive approval from undisturbed soil and Mofi be left in o firm unyielding the City of Rancho Cucamonga prior to proceeding with work condition. All trenches shall be left flush with the Specifications sholl not 'be construed to conflict with any of SIGNED: 2. Anti-drain valves shall thread of heavy duty virgin PVC under this Section. adjoining rode. The Contractor sholl set in lace, c the above rules, regulations, or requirements of the some. 1. As-buNte drawings shots be approved by the City of construction with F.I.P. thread inlet and outlet. d g 9 r aP However, when these Specifications and Drawings call for or Rancho Cucamonga before controller charts ore prepared. Internal ports shall be stainless steel and neoprene. and pressure test all piping under paving prior to the BExercise extreme core In describe materials, workmip, or construction of a better ADDRESSED: Anti-droin valve shall be field adjustable against . excavating benq and working near existing paving work. workmanship. quality, higher standard, a larger size than is required by 2. Provide one contrails► chart for each controller drowout from 5 to 40 feet of hood. Anti-droin voles utilities. The Contractor shall be responsible for damages to the above rules and regulations, the provisions of these sequence. utilities which ars caused wi his operations u neglect. 2. Generali g, under clic walks t done b shall be simdor to the Volcon ADV' or approved equal. Y• piping 9 Y Specifications and Drawings *hall take precedents.. PHONE: DATE OF ACCEPTANCE: Check existing utilities drawings for existing utility jacking, boring, a hydraulic driving. but where any 3. The chart shall show the area controlled by the automatic J. Control Wiring: locations. cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced D. Explanation of Drawings: controller and shall be the rroximum size which the C. Coordinate Instoflotion of sprinkler materials Including PIPs, Contractor as o ort of the Contract cost.. the Permission to controller door will allow. PART 2 - PRODUCTS 1. Except as noted otherwise, connections between the P so there shill be no interference with utilities or other cut break sidewalks or concrete shall be obtained automatic controllers and the electric control valves construction reaewos anal/ construction or difficulty in planting tress, shrubs, and from the Cit of Rancho Cucamonga. No hydraulic driving 1. Due to the Scale of the Drawings, It Is not possible to 4. The chart Is to be a reduced Browing of the actual 2.01 MATERIALS shall be mode with direct burial copper wire AWG-U.F. 600 Y g Y� 9 indicate oil offsets, fitting, sleeves, etc., which may installed syetem. Howeyw, in the event the controller volt. Control wiring installed in control wire conduit ground covers. will be permitted under concrete paving. be required. The Contractor shall carefully investigate sequence is not legible when the drawing is reducod, it A. General: Use only new moteriofs of brands and types noted on within structure shall be mode with AWG-TW solid copper D. The Contractor shall careful) check di grades to satisfy the structural and finished conditions affecting all of shall be anforged to a size that will be r*odoblo when drawings, specified herein, or approved equals. wire. Phot wires shall be o different color wire for Y 9 Y 3. Refer to City Standard 1 o "Trench Repair" when within his work and plan his work accordingly, furnished such reduced. himself that a may safely proceed before Storting work on the Cit streets susceptible to traffic foods. each automatic controller. Common wires shall be white y P fittings, etc., as may be required to most such B. PVC Pressure Main Line Pipe and Fittings: with a different color stripe for 90th automatic irrigation system. conditions. Drawings are generally diagrammatic and S. The chart shah be o block line or blueline ozalid print controller. Install in accordance with valve 3.02 PREPARATION D. Assemblies: Indicative of the work to be installed. The work shall and o different odor shall be uses: to indicate the area 1. Pressure main line piping for sizes 2" and larger shall manufacturer's specifications and wire chart. In no case be installed In such a manner as to ovoid conflicts of coverage for each station. be PVC Close 315. shall wire size be I*ss than #14. 1. Routing of sprinkler irrigation lines as Indicated io the A. Physical layout: Drawings is diagrammatic. Install lines (and various between the Irrigation system, planting and architectural assemblies in such o monner as to conform with the features. •. Mom completed and approved, the chart shalt be 2. pots 31S pipe shall be made from on NSF approved Typc i, 2. Wiring shall occupy the some trench and shall be 1. Prior to Installation, the Contractor shall size stoke details in the Drowin s sealed hermetically sed between two pieces of plastic, each Gordet. PVC compound conforming to ASTM resin installed along the some route as pressure supply or 9 out all pressure supply lines, routing and locution of 2. All work colied for on the Drawings by notes or detals piece being a minimum 20 mils. specification D1764. All pope must meet requirements as lateral lines wherever possible. set forth In Federal Specification PS-22-70, with an sprinkler hoods. 2. Install NO multiple assemblies In plastic linea. Provide such be furnished and installed whether or not each assembly with its own outlet. specifically mentioned In the specifications. 7. These charts shots be compf* and d approved prior to the appropriate standard dimension (S.D.R.) (Solvent-weld 3. Where more than one (1) wire is placed M a trench, the y find field observation of the irrigation system. Pipe). wiring shall be taped together at intervals of fifteen 2. AN layout shall be approved by the City of Rancho 3. The Contractor shall not wilfully install the irrigation (15) feet. Cucamonga prior to installation. 3. Install all assemblies specified herein In accordance with respective detail. In absence of detail drawings or system as shown on the Drawings when It is obvious in the D. Operation and Maintenance Manuals: 3. Pressure main line piping for sizes 1-1/2" and smaller B.B. Water SuDP1Y Specifications pertaining to otitic items required to field that obstructions, prods differences, or shall be PVC Schedule 40 with solvent welded joints. 4. An expansion curl shall be provided within three (3) feet SD P 9 specific q discrepancies in area dimensions exist that might not •1. Prepare and deliver to the City of Rancho Cucamonga of each wire connection. Expansion curl shall be of complete work, perform such work In accordance with best 1. The irrigation system shoes be connected to cooter supply standard practice with prior royal of Cit how been considered In engineering. Such obstructions within ten calendar days prior to completion of 4. Schedule 40 pips shall be mads from NSF approved Type 1, sufficient length at each splice connection at each p pr app y of Rancho P of connection as indicated on the Drawings. Cucamonga. or differences should be brought to the attention of the construction, two hord-cover, three ring binders Grade 1 PVC compound conforming to ASTM resin electric control valve, so that in case of repair, the City of Rancho Cucamonga. In the event this notification contolninq the following Information: specification D1785. All pipe must most requirements as valve bonnet may be brought to the surface without is not performed, the Contractor shall assume full 2. Connections shalt in mode at the approximate location(s)for 4. PVC a and fittings shill be thoroughly cieoned of set forth In Federal Specification PS-21-70. disconnecting the control wires. Control wires shall be DiP 9 grin Y n. responsibility for any revision neceeso►y. G. Index sheet which states Contractor's nom*, address, laid loosely in trench without stress or stretching wire shown h the Drawings. The Contractor i o responsible for dirt, dust, and moisture Defeo Inethods s and telephone number, and which lists each 5. PVC solvent-weld fittings shall be Schedule 40, 11-1 NSF conductors. minor changes caused by actual site conditions. Instillation and advent welding methods shall to as 1.03 SUBMITTALS installed equipment and material item including approved conforming to ASTM test procedure D2466. recommended by the pipe and fitting manufacturer. memos and addresses of manufactures local S. All splices Mall be made with Scotch-Lok #3576 Connector C. Electrical Supply A. Matertol list: representatives. 6. Solvent cement and primer for PVC solvent-weld pipe abd Sealing Pocks, Rainbird Snap-Tile wire connectors., or b. Catalog and parts sheets an every material and fittings shall be of type and installation methods approved equal. Make only one splice with each connector 1. controllers shall be Electrical connections for any and alt automatic S. PVC to meld connections, the Contractor shop work 1. The Contractor shalt furnish the articles, equipment, equipment item Inconnection as indicated under this Contract. prescribed by the manufacturer. sealing pack, mode to electrical point(s) of the metal connections first. Teflon tope or approved on the Drawings. equal, shod be used on dl threaded PVC to PVC, and on materials, or processes specified by name in the Drawings and Specifications No substitution will b9 allowed C. Guarantee etotement. 7. All PVC pipe must boor the following workings: 6. Field splices between the automatic controller and all threaded PVC to meld joints. Light wrench pressure 2. Connections shall be mode at the approximate location(s) is all that is required. Where threaded PVC connections without prior written approval by the City of Rancho d. Complete operating and maintenance instructions on electric control valves will not be allowed without prior W Cucomonga ON mo* equipment. a. Manufacturer's name approval of the City of Rancho Cucamonga. shown on the Drawings. The Contractor is responsible for are required, use threaded PVC adopters into which the minor changes cause by actual site conditionspipe may be solvent welded. b. Nominal pip* size 2. Complete material list shill be submitted prior to 2. In addition to the above mentioned mointenonc* manuals, C. Schedule or class K. Automatic Controller: 3.03 INSTALLATION E. Line Clearance: performing any work. Material list shall include the provide the City's maintenance personnel with d. Pressure rating in P.S.I. manufacturer, model number, and description of oil Instructions far major equipment and show evidence in e. NSF (Notional Sanitation Foundation) approval 1. Automatic controller(s) shall be of size and type shown A. Trenching: materials and equipment to be used. Although writing to the City of Rancho Cucamonga at the conclusion f. Date of extrusion an the Drawings. 1. All lines Mall how a minimum clearance in six (6) monufacturer and other information may be different, the of the project that this service hos been rendered. Inches from each other and twelve f t inches from lines following is a guide to proper submittal format: S. All fittings shall bear the manufacturer's name or 2. Find location of automatic controller(s) shall be 1. Dig trenches straight and support pips continuously on sl other trades, with the exception of the control wire E. Equipment to be Furnished: trademark, mat*riot designation, size, applicable I.P.S. approved by the City of Rancho Cucamonga. bottom of trench. Lay pipe to on even grade. Trenching supply line. which Moll in installedtbeiadjacent to pressure schedule and NSF seal of approval. excavation Moll fellow layout indicated on the Drawings supply line. Porotlel lines Moil not be installed 11R�J� j�pjip0 11�CY yodel Na. and as notod. direct) over one another. 1. Supply of o port of that contract tin* following toils: 3. Unless otherwise noted on the Drawings, the 120 volt y 1 Backflow Pr*wnter Febco 825Y C. PVC Non-Pressure Lateral Line Piping: electrical power to each automatic controller location is 2. Provide for o minimum of tweet four 24 inches cover o. Two (2) sets of special tools required for removing, W g' to be furnished by others. The final electrical hook-up Y- ( ) F. Automatic Controller Assembly. for all irrigation lines Installed under paving or 2 Automatic Controller Cols*nse ETI-DTR2 diooesembfing and adjusting each type of sprinkler shall be the responsibility of the Contractor. hordsco inn and valve supplied on this project. 1. Non-pressure buried laud lint piping shah be PVC P� 9• instill as per manufacturer's instructions. Remote control 3 Master Valve Cloyval 136ACSKC-24V b. Two (2) four-toot valve keys for operation of gots Schodulo 40 with solvent-weld 'pints when installed in L. Electric Control Wolves: valves "I be connected to controller in numerical sequence planting areas. 3. Provide for a minimum of twenty-four 24 inches cover Y- ( as Mown on the Drawings. velves 4 Etc. Etc. Etc. C. Two (2) key* for each automatic controller. 1. All electric control valves shall be the some size and for all pressure supply lines of throe (3) Inches or d. One 1 quick coupler key and matching hose *wivN 2• Non-pressure lateral lin* piping installed under paved type shown on the Drawings. for eves larger In diameter. G. High Voltage Wiring for Automatic Controller: areas shill be PVC Schedule 40 with solvent welded y five (S) ar (rection thereof of each type joints 4. Provide for a minimum of eighteen (18) Inches cover for 1. 120 volt ower connection to the automatic controller Irrigation submittal must be specific and complete. AN of quick coupling valve Installed. 2. All electric control valves shod have o manual flow dl pressure supply lines of two and one hotf (2?") Moll be provided by the Contractor. items must by listed and should include solvent, primer, adjustment. inches or smaller wire, connectors, valve, boxes, etc. No copies of 2. The above mentioned equipment shill be turned over to the 3 pipe shall be mode from NSF approved, Type I, Grade If manufacturer's literature (catalog cuts) are required as City at the conclusion of the project. Before final 3. Provide and install one control valve box for each 2. All electrical work Mal conform to local codes, observation can occur, evidence that the Cit has PVC compound conforming to ASTM resin specification S. Provide for o minimum of twelve (12) inches for all non- ordinances, and union authorities having jurisdiction. submittal Information. y electric control valve. received material must be shown to the City of Rancho D1784. All pipe mutt meet requirements set forth in pressure lines. Federal Specification PS-22-70 with on appropriute M. Control Valve Boxes: H. Remote Control Valves: 3. The Contractor may submit substitutions for equipment and Cucamonga. standard dimension ratio. 6. Provide for a minimum cover of eighteen (18) inches for materials listed on the Drawings by following procedures m outlined t Section IDr in ling full tion 1.04 PRODUCT DELIVERY. STORAGE AND HANDLING 1. Use 10" x 10-3/4" round box for oil gate valves. Carson oil control wiring, I. Install where shown on the Drowin s Where grouped 4. Except as noted in paragraphs 1, 2, and 3 Of this section Industries #910-12B with green bolt-down cover or together, allow at least twelve (12r inches between Specificotiome. (2.018), dl requirements for non-pressure lateral lint 7. Refer to Cit Standard 120 "Trench Repair" when within A. Handling of PVC pipe and fittings: The Contractor ie opprowd equal. Extension sleeve shill be PVC with Y eP adjacent valor boxes. Install each remote control valve 4. E ipment ar materials Installed ar famished without cautioned to exercise core in handling, loading, unloading, pip* and fittings sholl be the some as for solvent-weld City streets susceptible to traffic loads. in a separate valve box. qu' g' g' g' pressure main line pipe and fittings as sot forth In minimum size of six (6) inches. prior approval of the City of Rancho Cucamonga may be and storing PVC pipe and fittings. All PVC pipe shall be section 2.01B of the Specifications. B. BackfNWg: I. Flushing of System: rejected and the Contractor may be required to remove transported in o vehicle which allows the length of pipe to 2. Use of valves.x 16 x n rectangular box for all electric such moteriols from the site at his own expense. lie flat so as not to subject It to under bends or control valves. Corson Industries / 1419-128 with green � g D. Bro*s Pipe anal Fittings: 1. The trenches shots not be bockftlted until all required 1. After all new sprinkler pipe lines and risers are In concentrated external load at any point. Any section of pipe bolt-down cover or opprowd equal. tests ore performed. Trenches Mall be careful) that hos been dented ar damaged will be discarded, and if D y place and connected, all necessary diversion work has S. Approval of any item, alternative or substitute Indicates installed, Moll be replaced with new piping. 1. Where indicated an the Drawings, use red brass screwed backfilled with the excavated materials approved for been completed, and prior to installation of sprinkler pipe conforming to Federal Specification #WW-P-351. 3. Use 6" iliometer x 8-3/4` deep round plastic voles box for P D op ep all quick coupling valves. Carson Industries # 608-12 backfilling, consisting of earth, loom, Bondy clay, Bond, hoods, the control valves shall be shed and full hood only that the product or products apparently meet the or other approved materials, free from large clods of of water used to flush out the system. requirements of the Drawings and Specificotions on the 1.05 SUBSTITUTIONS with green flex-lock cover or approved equal. Ya beets of the information or samples submitted. 2. Fittings shall be red brass conforming to Federal earth or stones. Backfill shall be mechonicotly Specification #WW-P-460. compacted in landscaped areas to a dry density equal to 2. Sprinkler hoods Mall be installed only after flushing of A. If the Contractor wishes to substitute any equipment a 6. Manufacturer's warranties shall not relieve the materials for the equipment a materials listed on the 4. Use 9-1/2" x 16" x 11" rectangular box for oil electric adjacent undisturbed soil in planting areas. Backfill the system has been accomplished to the complete Contractor of his ramie under the gene thee. Such Drawings and the men or may do so to providing the E. Copper Pipe and Fittings: will conform to adjacent grades without dips, sunken satisfaction of the cit of Rancho Cucamonga. Contractor shalt liability supplement the arantee. 9 y g control valves installed within on-grad* landscaped y q Y9u following Information to the Cit of Rancho Cucamonga for 1. Pipe: Type K. hard tempered. areas. Carson Industries 1419-128 with green bolt-down areas, humps a other surface irregularities approval: cover or approved equal. B. RECORD DRAWINGS: kin2. Fittings: wrought copper, solder joint type. 1. Provide o ttoteniint Indicating the reason for mag tint S. Use 10 x 10-1/4" round box for all quick coupling valves 1. The Contractor shall provide and keep up-to-date a substitution. Use a seporote shoot of paper for each 3Joints shall be soldered with silver Calder, 45% silver, Installed within on-structure landscaped areas. Corson complete record set of blueline oralid prints which shall item to be submitted. . and copious 161 zinc, 24X cadmium, solidus of 1125' F. Industries No. 910-12B with green bolt-down cover or be corrected daily, showing every change from the aapproved *quol. original Drawings and Specifications and the exact 2. Provide descriptive catalog literature, performone* anal liquidus at 1145approved i instated locations, sizes, and kinds of equipment. charts and flow charts for eoch item to be substituted. N. Sprinkler Hoods: F. Valves: Prints for this purpose may be obtained from the City of . Rancho Cucamonga at cost. This set of drawings shall be 3. Provide the amount of cost savings if the substituted 1. Ball Valves (1-1/2" ond '9maller) 1. All sprinkler heads Moll be of the some size, type, and kept on the site and shall be used only as o record est. Item b approved. deliver the some rote of precipitation with the iliometer C. Boll valves shall be a 125 Ib SWP bronze valve with (or radius) of throw, pressure, and discharge as shown on 2. The Contractor shall make neat and legible notations an B. The City of Rancho Cucamonga shall have the sots the Drawings and/or specified in these special screw-in bonnet, nonrising stem, and solid wedge disc. CfTY the record drawingprogress shoots daily as the work responsibility in accepting or rejecting any submittal item a* provisions. DESCRIPTION O F REVISION p ager y Ball wolves Moll haw threaded ends and shall be equipped DATE APPROVED: proceeds, Mowing the work as actually installed. For on approved equal to the equipment and mot*riols listed on the with a stainless steel handle. example, should o piece of equipment be installed in a Drawings and Specifications. 2. Spray hoods *batt have a *crew adjustment. CITY OF RANCHO CUCAMONGA P D p D b. Ba11 valves shall be similar to those manufactured location that does not match the plan, the Contracts must indicate that equipment has been relocated in a 1.06 GUARANTEE by Noll valves approved equal. 3. Riser units shop be fabricated drawings. in accordance with the graphic manner so as to match the original symbols as C. All Ball valves shot) Do Installed per detail. details shown on the drowings. Indicated in the irrigation legend. The relocated A. The guarantee for the Irrigation system shall be made in 2. R*sifient Wedge Gate Voles (2" and larger) equipment and dimensions will then be transferred to the accordance with the attached farm. The General Conditions and 4. Riser nipples for all sprinkler heads shill be the some TRACT 15814 STREETSCAPE original record drawing Ian of the proper time. Supplementary Conditions of thea* Specifications Mali be size as the riser opening in the sprinkler body. g' g p p OD o. Resilient Wedge Gate valves shall be epoxy coated filed with the City prior to acceptance of the irrigation cost iron and equipped with a 2" operating nut. HIGHLAMD AVE, ROCHESTER, AND LARK 3. Before the dote of the final observation, the Contractor system. b. Resilient Wedge Gate valves shall be No. 403 RT-RW S. All sprinkler heads of the same type shall be the some sholl transfer all Information from the "r*cord drawing" as supplied by Watts a approved equal. manufacturer. prints to o sepia moor or similar moor material. B. A copy of the Guarantee form shah be Included in the C. All Resilient Wedge Gate valves shall be installed Arrangements shall be mode through the city for operations and maintenance manual. 0 Sleeving: obtaining said sepia moor or similar moor material. per detail. All work shall be waterproof India ink and applied to C. The guarantee form shall be re-typed onto the Contractor's 1. Sleeving under hordacape or paved areas for mainline, � f SPECIFICATIONS In the moor by a technical pen made expressly for use on letterth*od and shall contain the following information: G. Quick Coupling Vdws lateral lines or control wiring shall be Schedule 40 moor material. Such pen shah be similar to those 1. Quick coupling valves shall have a brass, two-piece body P.V.C. or approved equal. - manufactured by Rapidogroph, Ku*ffel & Etter, a Faber 0Q�' 3.1 ley � APPROVED BY: � �. � �.�� � ,, PATE: designed for working pressure of 150 P.S.I. l' CiTY ENGINEER �, ; �:--r,LL�� �. ( � � L RCE: 953 Costell. The dimensions shall be mode as to be *osily P. Vandal Resistant Controller Enclosure: � / a readable even on the find controller chart (was Section 2. Quick coupling valve shall be operable with a quick C). The anginal moor 'record drawing" plop Mall be coupler key. Key sire and type shall be as shown on the 1. Controller enclosure shall be of size and type shown on civ^otu�a DESIGN PLAN PREPARED BY: RECOAfME EO submitted to the City of Rancho Cucamonga for approval Drawings. the Irrigation Drawings and Irrigation Detail sheet. ENl/IRtg ENVIRONS prior to the completion of the controller chart. 10/31/00 * -Z� 2.-- A backboard Mo11 be secured to the controller enclosure Renewo! Dote housing to provide o base for mounting the automatic �P DRAWN LANDSCAPE ARCHITECTURE SHEE sprinkler controller and-terminal strip. '9� OF C ,E 2XW.FOOnMLBLVD.SUI BC • CLAXEMOWT,CA 91711 L-1-50F � PHONE A FAX MV)G*4"3 CHECKED RRFrr FRFAICH R.Lk 1,Q141s DRA%1NG NO. r BiCF OATE 111-31-tan FU &7& : L.L IRRIGATION SPECIFICATIONS (continued) 4 cubic ds of nttrolized Redwood or Fir shoving or egad. PART 6 - WEED ABATEMENT 7.03 General:J. Sprinkler Heads: C. No sfte observations will commence without "As-Built" record 1.06 Inspections: Ya 200 lbs. of Gro-Power or approved •gaol. drawings. The contractor shall not call for a site visit 1. Install the sprinkler heads as designated on the without "As-Built" record drawings, without completing The Contractor shall arrange for Inspections by notifying the 6.01 Scope of Work: Maintenance shah start Immediately after landscape Irrigation end Drawings. Sprinkler heads to be installed in this work previously noted corrections, or without preparing the system Landscape Architect, City and governing authorities, 24 hours prior The above sof conditioning p ore minimal qualities only and should planting. soft j shall be equivalent in all respects to those itemized. for said visit. to time of inspection, unless otherwise noted. Inspections shall be used only for bidding purpose, because son conditions may Provide dl material, equipment, end labor necessary to perform oil De as listed below, but not necessarily n this order. Only the change drastically from the time these specifications were work as indicated on plans, os reasonably implied, and as Maintain all plants and planted areas an a continuous basis as they - Inspection pertoining to the project scope of work will apply. developed to the time the actual soil conditioning take place. delineated in the specifications. ore Inmtaft h during the progress of the work, and continue to 2. Spacing of heads shaft not exceed the maximum indicated Therefore, the Contractor shall obtain his own molls analysis at • sainfoin them until find occeptonc• of total project. Replace any on the Drawings. In no case shall the spacing exceed the Rough Grading. rote of one per every 25,000 square feet of planted area. These 6.02 Ouality Assurance: dead or dying plants as directed by the Landscape Architect and maximum recommended by the manufacturer. Drain Lines and Catch Bosfns. soil tests shall be conducted by an approved Agronomic soft* City representative. Irrigations (main line pressure, coverage R system operations testing laboratory approved by the project Landscape Architect and Ik _ A. The ator of all weed *anted materials shots licensed Itcsed A. tion: •rot• Ions em on an established 3.04 TEMPORARY REPAIRS test). City. Copies of the soil test to be provided during the Pre- b the tate of California as a Pest Control Operator and o program to Omaintain�plants and planted areas in a healthy Soil Preparation and Finish Grading. construction job conference. Pest Control Advisor in addition to any subcontractor licenses condition. Irrigotlon system run-off shall be kept to a i The City reserves the right to make temporary repairs as necessary Plant Material (delivery ! placement). to keep the sprinkler system equipment in operating condition. The Substantial Completion Inspection (at completion Of landscape 3.05 Finish Grading: that ore required. minimum. bond a to irrigation system recalling from exercise of this right by the City shall not relieve the Contractor CONCRETE SPECIFICATIONS Improvements) - 7 Days. be maintenance opal equipment and/or at no host personnel, shall of his responsibilities under the terms of the guarantee as herein Final Inspection (after maintenance period) - 7 days. After rototilling operations ore complete, grade areas to estobliafl B. An materials anal methods must conform to Federal, State, and be restored to its original condition of no cost to the City. specified. finish grades for planting. All flow lines shall be maintained and Local Rtgulotions. Failure of any part of the irrigation system shall be brought PART 1 GENERAL The contractor shaft arrange a Preconstruction job conference with proper toleronces sholl be met after settlement at the end of the 3.05 EXISTING TREES the Landscape Architect and City a minimum of seven (7) days to the attention o the City. No repairs other an emergency prior project maintenance period. 6.03 Submittal: repairs shall be accomplished without written permission from 1.01 Description Where•It h necessary to excavate adjacent to existing trees, Me to the beginning work. the City. Finish eroding shill leave surface of the ground uniformly smooth Prior to Me Installation of any weed control materto7s, Me Contractor shall use all possible core to ovoid injury to trees and For concrete Information refer to the Standard Specifications for uoran 1.07 Gties: and free of abrupt grade change. Landscape Contractor shill submit to the Landscape Architect/City B. Weed Control: Keep aN planted areas free of weeds end tree roots. Excavation in areas where two (2) inch and larger Public Works Construction (Green Book: Edition per the City of a list of the weed control materials and quantities per acre debris by cultivating areas at int•rvofs not to exceed 10 roots occur shall be done by hand. All roots two (2) inches and Rancho Cucamonga). Refer to Sections 4, 201, 303, and 400, as well A. Plant Materials: All trees, shrubs, ground cover; bedding 3.06 Coordinotion: Intended for use In controlling the weed types prevalent and calendar days. larger in diameter, except directly in the path of pipe or conduit, as any other sections related to the installation, per and post plants and lawn shall be guaranteed from date of final expected on the site, as supplied by the Post Control Advisor. installation of concrete work, materials, labor, and cleon-up. The shall be tunneled under and shall be heovify wrapped with burlap to acceptance of landscape construction for periods as follows: Weed obotement worts shall be coordinated with the installation of Pest Control Advisor shall furnish the Landscape Contractor an prevent scarring or excessive drying. Where o ditching machine is Standard Specifications for Public Works Construction is available from: the irrigation system rototilling and Boit amendment work, and Landscape Architect and City data to demonstrate the compatibility The Cantroctoa may Nett to nanous such *entente tons o planting. See Weed Abatement section of the wood control materials and methods with the intended weeds manuolly or by an approved herbicide program. run close to trees having roots smaller than two (2) inches in Trees 24" box ! longer / year P 9' ( )' planting and seed varieties present. diameter, the wall of the trench adjacent to the tree shall be hand Trees 15 got. & emoller = 1 year BI Building News C. Pest contra: Spray all plants one planted *ream of beginning trimmed, making clean cuts through. Roots one (1) inch and larger Shrubs All sizes - 120 days PART 4 - TREES AND SHRUBS 6.04 Responsibility and Coordination: of maintenance program anal as may become necessary thereafter In 3055 Overland Avenue diameter shall be pointed with two coots of Tree Seal, or equal. Ground Cover 120 days by an approved method of post control, to keep all plants and Trenches d where a this is not possible, the side of the trench Los Angeles, CA 90034 Lawn sod) 120 days 4.01 Scope of Work: hours; and whe to tree should be closed within twenty-four (24) Bedding Plant = 120 dogs (310) 202-7775 - A. Landscape Contractor Is responsible for the erection of all planted areas ire• of insects and disease. Msthod shill be adjacent to the tree shall be kept shaded with burlap or canvas. 1 02 Scope Lawn seed) - 120 days from first mowing Provide all material, equipment, and labor necessary to Install all signs and barriers required to prevent Intrusion into the reviewed by the City prior to any applications. Pest Control 13.06 FIELD pUALITY CONTROL trees and shrubs as shown on plans, as reasonably implied and as treated areas and to notify the public. shall Include Gopher control. Furnish and install ode concrete work complete as indicated on the Guarantees begin offer the project e acceptance by City and of delineated in the specifications. B. No material or methods shall affect Me landscape planting or D. Pruning: Prune •N plants an designated and directed by the end of the 160-day maintenance period. Landscape A. Adjustment of the System: drowings or as specified, including, but not limited to the Contractor shall replace and plant all materials which hove 4.02 Products hydroseed germination. No material or method shalt render the Landscape Architect, of start of maintenance program and. following: site unusable for more than 10 do from dote of continue to prune lents as directed or as may become died within the time Spon stated above, of no coat and within A. Nomenclature - Plant names Indicated on the drowMgs conform � days Pa P Y i 1. The Contractor shalt Hush and adjust all sprinkler heads 5 days from receiving written notice from the Landscape the "Standard Plant Names" established by the American Joint application. necessary until the end of the maintenance program. for optimum performance and to prevent oversproy onto A. Famish and set oft reinforcing steel, bolts, and anchors. Architect or City. If dead material Is not replaced and Committee on Horticulture. Except for names covered therein, walks, roadways, and buildings as much as possible. B, Install all items required by other trades which ore to be planted within the 5 day period, City may replace dead the established custom of the nursery is followed. 6.05 Non-Selective Herbicides: Remove trash weekun wacky. Edge ground cover to keep In bounds end . material with new material and charge the Landscape Contractor trim top growth as necessary to achieve and overall even h cost into concrete 2. If it determined that adjustments In the Irrigation for all expenses incurred. B. Condition - Plants shall be symmetrical, typical for variety Non-selective contact herbicide and/or non-selective systemic equipment will provide proper and more adequate coverage, in / r - appearance. Exterminate gophers and moles; repair damage. C. Concrete mow strips, footings /or wells, fent g, posts, and species, sound, healthy, vigorous, free from plant herbicides (as recommended by the Pest Control Advisor) the Contractor shall make such adjustments prior to benches, etc., where applicable. disease, Insect pests, or their eggs, and shall have healthy, *ART a ACCEPTANt� PRd�,j planting. Adjultments may also include changes In nozzle B. Construction Materials: The contractor shaft guarantee all normal root systems, welt-filling their container, buy not to 6.06 Selective Herbicides: sizes and degrees of orc as required 1.03 Protection workmanship and materials for all site development, for a the point of being root bound. Plants shall not be pruned at d.01 General: period of one year from date of final acceptance of project. anytime, and in no case shall trees be topped. Selective pre-emergent Post Control compatible with seed mixtures (os P h P tr Advisor) minknum of recommended by est Con ol d ) Upon completion Of Installation. • metntenanee reeled e1 • 3. Lowering raised sprinkler heads by the Contractor short All finished concrete work shall be barricaded to pedestrian be accomplished within ten (10) days after notification traffic for three (3) days. Barricade shall be placed imedibtety 1.08 Material and Labor Refeoses: C. Trees and shrubs shall b• growing at a recogntzed nursery In 180 days for ode a City. oreos h required prior to Anal accept rion by the City. often concrete finishing. Contractor ash furnish, place and accordance with good horticulture practices and shall be of 6.07 Weed Eradication- of tfi• work by M• Clty. The Commencement date for the molntenonc remove all of his own borContr c Contractor shall be responsible Upon completion of the work, the Contractor shall present to the the size and caliper normally associated with the container period shall commence upon written approval for an phases of planting 4. All sprinkler heads shall be set perpendicular to for an damage to new construction and replacement b or repair of the City, signed copies of oil labor and materials releases for all size specified on pions. Removal of oil togs, labels, nursery if In the opinion of Me Pest Control Advfw, perennial grosses Installation by the City Public Works Inspector. Maintenance period finished grades unless otherwise designated on the work shall be mode without added cost to tpla Cit work performed under Site Development. stokes and ties from all plant material prohibited until the and weeds existing In the planting areas will require control prior shall be adequate to verify plant eharocteristics and ostoblishment. Y approval of the Landscape Architect or City. to removal, spray these areas per Post Control Advisor's Drawings. recommendations. A. Two Inspections M►d1 be modes that effect M• imetabftshment 1.09 Disposal and Clean-up: period: The flat after ell plontings have been completely 1.04 Clean-up 5. Roll Bird EFB-CP valves will be set per manufacturers i owin s o/ A. Prior to Me Installation of M• krfgotion system remove and Instofted In order to approve the beginning of the I , specification so that each lateral operates at design Upon completion of all concrete work and before final occeptance. Remove all waste materials (Including excavated material classified D. All plant material delivered to Me s to showing g sign pressure. as unacceptable soil material), trash and debris generated or damage or disease or is Insufficient In size to sorry out the Noor all weeds and deleterious materials from planting ureas. eotbbllshmont ported, and the second at the ens of Me P the Contractor shalt remove all tools, surplus materials, apparatus, debris, etc. from the site and the site shall be left in encountered during the course of landscape construction, and Intent of the planting Plan will not accepted and will be endof the 1 period. If plantings;t ere not acceptable of • B. Testingof Irrigation System: legally dispose of it. During the course of the work, remove replaced at Contractors expense. Allow herbicide to kill all weeds. Rake a hoe off oft dead end of the 110 cloy period, due to defective maintenance, then g Ys a clean, neat condition acceptable to the City. erratum materials from the site and leave promises in a neat and weeds to a depth of 1" - 2" below the surface of the sof. continue establishment until all work moo's with the n n remove all remaining debris and E. Sizes of Plants - Shaft be as stated on Me Plan. Container Physically remove all woods from the sit•. Specifications and can be approved i clean condition. Clea up and q 1. The Contractor shall request the presence of the City of Rancho Cucamonga writing surplus completion of work, leaving the premises stock (1-gallon, 5-gallon, and 15-gallon) shall have been go in w t in got least 48 hours in advance surpus materials upon grown in containers for at least one 1 or, but not over PRT 7 - LAND APE 11A►NTENANCE B. At termination of estobflehment period all plant fnatsrid h request of the ( ) Y! n and clean. The site shall be cleaned upon the eq 9 of testing. eat a two (2) years. shall be live, healthy, undamaged. anal free of Infestation. inspector. 7.01 Scope of Work: Inferior plantings shaft be replaced end brought to a 2. Test all pressure lines under hydrostatic pressure of 150 F. Substitutions - Substitutions for Indicated plant material satisfactory condition before frial acceptance of work wIM be pounds per square inch and prove watertight. PART 2 - EXECUTION Provide all material, labor and ant necessary for, or mods. All areas shall be neatly raked and free of weeds. will b• permitted provided the substitute materials ore SID^' y Y Note•. Testing of pressure main lines shaft occur 2.01 Protection: approved in advance by the City, and ore mode at no additional Incidental to, performing all maintenance requirements as prior to installation of the electric control Keep oil plant material delivered to site In a hoolthy condition cost to the City. Except for authorized variations, all reasonably implied or as delineated in the specifications valves for planting. Plants shalt not be allowed to dry out. Bore root substitute plant materials shall conform to the requirements including, but not limited to the following: stock shall be separated and heeled-in, in most earth or other of these specifications. 3. All piping under paved areas shall be tested under suitable material until planting. Balled and burlopped planta Maintain t plants one planted *.ease hydrostatic pressure of 150 pounds per square inch and shall have root boll covered with moist sawdust, wood chips or G. Plants Not Approved - Plants not approved ore to be removed Kap planted oaoos free of words and debris. PLANTING SPECIFICATIONS proven watertight prior to paving. other suitable material until planting. from site immediately and replaced with suitable plants. The Prune trees and shrubs. AL City reserves the right to reject entire lots of plants Fertilized all plants and planted oreas. PART 1 - GENER 4. Sustain pressure in lines for not less than six (6) 2.02 Installation: represented by defected samples. Irrigation. hours. If looks develop, replace pints and repeat test 1.01 Scope of Work: Insecticide spraytnq. until entire system is proven watertight. Detailed layout of plants within the planting areas shah be H. Stoke oil trees, as per details Immediately after planting to Contractor shaft provide all materials, labor and equipment performed by Contractor and approved by the Landscape Architect and prevent wind damage. 7.02 Fertilizers: 5. All hydrostatic tests shall be mode only in the presence Incidental to and necessary for completing oil work, as indicated City prior to planting. the GenI. Plant trees that are to be located In town a ground cover A. Commercial fsrtiltzers will an analysis of 5-3-1-do-Power of General Contractor and the City of Rancho on the drawings, as reasonably implied, or as delineated in the of the Cucamonga. No pipe shall be backfilled unfit it hos been Specifications as follows. Soil excavated from planting holes shall be amended to backfftl areas after finish grades ore first established and allow at Plus, and 12-6-8 Gro-Power Controlled Release Nitrogen, as observed, tested, one approved a writing. around trees and shrubs using the following mixture: least 7 calendar days prior to Installation of sold lawns of designated herein, or approved substitute as required D the ground cover to provide for thorough watering of trees. All Agronomic molls report. Available from Gro Power (909 393- 6. Furnish necessary force pump and all other test 1.02 Standards: Native, On-Site Soft with rock no greater than 3" in diameter planting holes shall be excavated as defined on appropriate 3744. equipment Gro Power Plus, 5-3-1 • 15 lbs/cy details. All work and materials shoes comply with govem;ng codes, safety Iron Sulfate • 2 lbs/cy B. Ammonium Sulfate: Granular form be registered as on containing not lees Man 21>< 4.03 Soil Amendments: nitrogen and 2476 sulfur and shill 7. When the irrigation system is completed, perform o orders, standards, and regulations, and meet the minimum coverage test in the presence of the City of Rancho requirements of the Standard Specifications For Public Works (To be used for bidding purposes only, verify with Agronomic in agricultural compliance wit with the Stot• Dpoor Mat of Agit acture Cucamonga to determine if the water coverage for planting Construction (Green Book) latest edition. Solis Test.) Soil amendments shots be as recommended M the Agronomic sofa` 1 oftwith Article 2 - "Ftrtilirtr Materials, Section report 1030 of the Agricultural Code. areas is complete and adequate. Furnish oil materials and perform all work required to correct any Inadequacies around 1.03 Quality Assonance After ntting, construct o ll earthen berm to form watering of coverage due to deviations from the Drawings, or where basin around Poch plant, to allow thorough water-in and 4.04 Trees Stokes: the system has been willful) installed as indicated on A. All Contractors performing Site Development work, must be establishment. Ys Y the Drawings when it is obviously inodequote, without licensed in accordance with the lows of the State Of Tree stokes shah be lodge pelt pine tree stokes. tree staking bringing this to the attention of the City of Rancho California. Prior to installation of turf and ground cover, remove voter basins detail on plops for further information. Cucamonga. This test shall be accomplished before any from around trees and shrubs. Berms in turf areas to be removed ground cover is planted. B. Contractor shaft provide the Landscape Architect and the City prior to City acceptance. PART 5 - GROUND COYER AND BEDDING PLANTS f with a list of Subcontractors and Material Suppliers expected 5.01 Scope of Work: 6. Upon completion of loch p►+ose ,f aofv. the entire sntem to be employed during the course of construction. PART ; - .SOIL PREPARATION AND FINISH GRADING shall be orn ni/.StM t0 rntet site requirements. C. Contractor shall obtain and keep In force Public Liability and 3.01 Scope of Work: Provide all materials and equipment and perform all work necessary I 3.07 MAtrnTENAN:E Property Damage Insurance, during entire course of the for and incidental to installing oil ground cover and bedding Construction Contract. The amount of insurance shall be A. Provide oft materials and equipment, and perform all work plants, at shown on plans, as reasonably implied, or delineated In A. The entire Irrigation system shaft be under full automatic determined by City. necessary for and incidental to the son preparation and the specifications. j operation for a period of seven (7) days prior to any finish grading of dl planting and lawn areas as shown on planting. D. Prior to start of site development work, the Contractor shaft plans, as reasonably implied, or as delineated in the 5.02 Bedding Plants: notify the Landscape Architect and City to give starting and specifications. B. The City of Rancho Cucamonga reserves the right to waive or completion dotes. Contractor shall also supply the Landscape Perennials and Annuals: Provide healthy container grown plants g, of topsoil for backfilling from o recognized nursery, and of the species and variety shown on shorten the operation period. Architect and City with the name and telephone number of the B. Furnishing, placement and grodin person in charge of the work. of planters if required. pions. 3.06 CLEAN-UP 1.04 Responsibilities and Coordination: C. Cleaning and finish grading of planters areas and planting ,l#bnn-,jp shoff be mode as each portion of work progresses. Refuse areas. 5.03 Ground Cover: and excess dirn shall be removed from the site, all walks and A. Permits: The Contractor shall obtain and pay for ode permits i paving shall be bloomed or washed down, and any damage sustained on and inspections required by governing authorities for the work 3.02 Topsoil: Ground Cover: Provide tabuns cover Of the species shown r plana.the work of others shall be repaired to its original condition. to be performed. Ground cover shall De established and well rooted in flats or A. Existing on-site soils listed as 'acceptable' under 'Site similar containers. 3.09 FINAL SITE OBSERVATION PRIOR TO ACCEPTANCE B. Existing Conditions: The Contractor shaft verify dl Grading' specification. I conditions and dimensions shown on the plans at the site prior 5.04 Mulch: A. The Contractor shall operate each system in its entirety for to commencement of any work under this contract. The B. Topsoil imported to site for use as fill, backfMl in planters the City of Rancho Cucamonga at time of final observation. Contractor shall verify the location and depth of all and mounding, shall be sandy textured. Silt plus cloy content Match: Shoes be of composted wood chip fiber. Any items deemed not acceptable by the City of Rancho underground utilities prior to start of work. of this soil shall be no greater than 15% by weight. The Cucamonga shall be reworked to the complete satisfaction of boron content of this soil shall be no greater than 1 part per 5.05 Coordination: the City of Rancho Cucamonga. C. Temporary Utilities: The Contractor shall apply for and pay million as measured on the saturation extract. The sodium all cost incurred for all temporary utilities such as water, absorption ratio (SAR) shall not exceed 3.0 millimohos per A. Do not have plants delivered to the job site until site B. The Contractor shorn show evidence to the City of Rancho D 9 q Y conditions are read for planting. If planting is dela DESCRIPTION 0 F REVISION CRY electrical ower and as as required b him for the centimeter at 25 C. In order to ensure conformance, samples Y P c P 9 Yed. Cucamonga that the City hos received all accessories, charts, construction of the project. Temporary services shall be of the imported soil shalt be submitted to on agronomic soils keep plant roots moist and place In o sheltered location DATE APPROVED: record drawings, and equipment as required before final site coordinated with the City and other contractors on the job testing laboratory, approved by the project Landscape protected from the sun, wind and other damaging elements. observation con occur. site. Architect for analysis prior to use. Result of testing to be CITY OF RANCHO CUCAMONGA delivered to City for approval. Suit test to include analysis B. Sof preparation and fine grading shoes be completed and trees 3.10 SITE OBSERVATION SCHEDULE D. Survey, Reference Points, and Elevations: The Contractor is and recommendot ions. opal shrubs installed prior to bedding plants and ground cover planting. responsible for establishing all surveys, reference points and A. The Contractor shalt be responsible for notifying the City of elevations required by him, and shown on plans for proper 3.03 Soil Amendments: TRACT 15814 STREETSCAPE Rancho Cucamonga in advance for the following observation execution of site construction. S.06 Installation: meetings. according to the time indicated: All soil amendments shall be as specified In the Agronomic HIGHLAND AVE, ROCHESTER, AND LARK E. Traffic: The Contractor is responsible for all temporary Suitobility/Fertility soils report furnished by the Contractor Plant ground cover and bedding plants In moist sots and space as 1. Pre-Job Conference - 7 days traffic barriers and detours required by him for the indicated on plops. construction of the project. All temporary traffic barriers 3.04 Soil Preparation: 2. Pressure supply line installation - 24 hours and detours shall conform to all conditions required by the soca plant shalt De planted with its proportionate amount of son Cit or governing authorities. so as to minimize root disturbance. Soil moisture shall be such Y 9 9 All work on irrigation system shots be complete and Inspected for that soil does not crumble when removing plants from container. ��F PECIFiCATIONS 3. Lateral line and sprinkler installation - 24 hours recommended approval and, fine grading completed, prior to 'tQ 1.05 Defective and Unauthorized Work: rototilling and prior to soil amendment work. 4. Automatic Controller instoilation - 24 hours R ode planter areas after planting, to restore smooth finish '�� K �� � DATE: � eqr P PI g' � s4te �' �J` APPROVED BY: � � r All work which is determined by inspection to be defective in Its After rough grades hove been established, prepare all town and geode and to insure proper surface drainage. A 4" lover of mulch Q y i 5. Control wire installation - 24 hours construction or deficient in any of the requirements of the plans planting areas by tilting or cross ripping to a depth of 12". All material shall be spread over the entire planter area after grade J 0 CITY ENGINEER `` f L �� RCE: 4953 and specifications, shall be remedied or removed, and replaced by rock and debris more than 2" in diameter shall be removed from the ( established. commatering shot) begin immediately otter mulching. ` 6. Pressure supply line and lateral line testing - 48 hours the Contractor at his own expense in a manner acceptable to the site, except for areas that are to be sodded, in which all rock (Grading shall accommodate the mulch) $ignoture DESIGN PLAN PREPARED BY: RECOMMENDED Landscape Architect and City. and debris more than 1" in diameter shall be removed. �[ 10/31/00 * �1/j g ENVIRONS3 Z� 7. Coverage test - 48 hours 5.07 Protection: Re�ewoi Date Apply spread, and rototil In all son amendments as recommended DRAWN LANDSCAPE ARCHITECTURE SHEET S. Final observation - 7 days to a depth of 6". Water area thoroughly after rototilling is Erect temporary fencing or barriers to protect planted areas /corn � 226 N.P00iNII L BLVD.St1fiE C (7VIRPMOM,CA 91711 • complete. Incorporate evenly into the top 4" to 6" the following damage prior to final acceptance. fes' C/a„1F &Q: !t_16(f0�616- 663 _16 OF B,• When observations have been conducted other than the City of for each 1,000 square feet of planting area: Rancho Cucamonga, show evidence in writing of when and by whom CHECKED QDM U"Rr-1,irN R.L..A. NA 34"16 DRAWING NO. these observations were mode s p DATE 1 n-it_M FILE NO �_ &- PROJECI SHT . NO .