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HomeMy WebLinkAbout1758-L DEVELOPER OWNER CITY OF RANCHO CUCAMONGA q: VEMENTS0500 Civic E- j; , I- t N AlfENU E- - LANID. S- CAPE MPRW1- LS. O RANCHO CuCAMO�AlCA, CA 91 2' 9 FROAR SASEVAINE ROAD TO CHERRY AVENUE LANDSCAPE MNO . 7 VICINITY MAP GENERAL NOTES SHEET INDEX PROJECT LOCATION 1 . THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S INSPECTOR. 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY ENGINEER PRIOR TO COMMENCING ANY WORK. { a > 3. ALL WORK SHALL BE PERFORMED ACCORDING TO CURRENT CITY STANDARDS AND THE "GREEN BOOK" SPECIFICATIONS FOR PUBLIC WORKS a . .; CONSTRUCTION, 1994 EDITION AND 1995 SUPPLEMENT. 4. THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR WHO SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY INDEX DAMAGE INSURANCE AS REQUIRED BY LAW. SHEET DESCRIPTI�OTN 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE ALERT AT 2 IRRIGATION PLAN, SAN SEVAINE ROAD TO STA 20+00 15 3t 3 IRRIGATION PLAN, STA 20+00 TO CHERRY AVENUE 1-800-227-2600 TWO WORKING DAYS PRIOR TO CONSTRUCTION. ,�,,e"Aw ' 4 LANDSCAPE PLAN, FROM SAN SEVAINE ROAD TO STA 20+00 1Niison Av 5 LANDSCAPE PLAN, FROM STA 20+00 TO CHERRY AVENUE 1K 0 6, UPON COMPLETION OF INSTALLATION, AN ESTABLISHMENT AND MAINTENANCE PERIOD OF 60 DAYS SHALL COMMENCE. SAID MAINTENANCE PERIOD 6 DETAIL SHEET �. Route 30 SHALL CONCLUDE ONLY AFTER VERIFICATION OF OVERALL PLANT HEALTH BY THE CITY'S INSPECTOR. MAINTENANCE SHALL INCLUDE WATER, 7 CONSTRUCTION PLAN o ` under construction) MOWING, WEEDING, IRRIGATION, PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING AND APPLYING SUCH SPRAYS AS ,_ Highland Av ARE NECESSARY FOR PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL REPAIRS, REPLACEMENT, CLEANING AND ADJUSTING RANCHO NECESSARY TO KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF SHEETS 2 AND 4 SHEETS 3 AND 5 CUCAMONGA ase Line if d THE WORK BY THE CITY. 7. APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. RECOMMENDATION. fttotlsM�1 Bt 8. AT THE CONCLUSION OF ROUGH GRADING, THE CONTRACTOR SHALL OBTAIN AN AGRONOMIC SOILS REPORT FOR THE PROJECT SITE. THE REPORT SHALL BE FURNISHED TO THE CITY'S INSPECTOR, AND ALL RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE THE SOILS Arrow Rt RECOMMENDATIONS SHOWN IN THE SPECIFICATIONS. THE SPECIFIED AMMENDMENTS SHALL BE REQUIRED TO BE ADDED ONLY TO THE PLANT PIT BACKFILL. MCT TO saw 4 9. NO ROCKS LARGER THAN 3" WILL BE ALLOWED IN THE BACKFILL FOR PLANTS AND IRRIGATION SYSTEM TRENCHING. 4th St - 10. THE PROJECT SITE CONTAINS NUMEROUS ROCKS. EXCAVATION OF THESE ROCKS AS A RESULT OF THE PLANTING AND IRRIGATION SYSTEM a a 4 4 INSTALLATIONS WILL REQUIRE THE CONTRACTOR TO EXPORT ROCKS AND IMPORT FILLS TO OBTAIN THE FINAL GRADES SHOWN IN THE CROSS I - g ,;._10 Freeway SECTION. 29 1 k i Ti �i _ 1 1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH STANDARD DRAWINGS 1, 2, 10, 1 3, 30, 31, & 35 CONTAINED IN THE WORK AREA PROTECTION _ _ AND TRAFFIC CONTROL MANUAL, AUGUST 1999 EDITION, AS REVISED AND PROMULGATED BY THE CALIFORNIA JOINT UTILITY TRAFFIC CONTROL I 3 I COMMITTEE. 12. PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES SHOWN HEREON ARE FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES AND SUBSTRUCTURES AS SHOWN WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE SHEET 7 RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. 13. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909) 477-2740 EXT. 4075, MONDAY - THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START MATE. MAINTENANCE RESPONSIBILITY MAP 14. DURING THE CONSTRUCTION OPERATIONS BANYAN STREET MAY BE REDUCED TO ONE LANE. THE CONTRACTOR SHALL PROVIDE FLAGMAN CONTROL UTILITIES DURING THIS TIME. ALL OTHER TIMES ONE 12' LANE IN EACH DIRECTION SHALL BE MAINTAINED EVENINGS, WEEKENDS AND ALL OTHER NON WORKING TIMES. THE TRAFFIC LANES SHALL BE MAINTAINED ON PAVEMENT, AND SHALL REMAIN UNOBSTRUCTED, The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two 15. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES, AND SHALL TAKE SOLE RESPONSIBILITY working days prior to construction or regarding any problems. FOR THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, FOR ANY DAMAGE TO SAID UNDERGROUND UTILITIES, PIPES AND STRUCTURES. Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 #3 16. COtITRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHAWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL Southern California Edison Co. 909 357-6240 DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 Southern California Gas Co. - Hank Delgado 909 335-7712 Verizon Telephone Co. - Bob Parent 909 469-6354 17. ON THE DATE AND AT THE TIME OF THE SUBMITTAL OF THE BIDDER'S PROPOSAL THE PRIME CONTRACTOR SHALL POSSESS ANY AND ALL Verizon Telephone Co. - Dallas Stringer 909 469-6339 CONTRACTOR LICENSES, IN FORM AND CLASS AS REQUIRED BY ANY AND ALL APPLICABLE LAWS WITH RESPECT TO ANY AND ALL OF THE WORK Verizon Telephone Co. — Jerry Faubel 909 469-6347 TO BE PERFORMED UNDER THIS CONTRACT; INCLUDING BUT NOT LIMITED TO A CLASS "A" LICENSE (GENERAL ENGINEERING CONTRACTOR) OR Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 CLASS "C-27" LICENSE SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR IN ACCORDANCE WITH THE Cucamonga County Water District 909 483-7440 PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET. SEQ.) AND RULES AND San Gabriel Valley Water Co. - L F. Montenegro 626 448-6183 REGULATIONS ADOPTED PURSUANT THERETO. AREA ADDED TO & LANDSCAPE j z MAINTENANCE W EXISTING SURVEY MONUMENTATION >a Q DISTRICT NO 7 Q CU CA z _ d WILSON AVENUE o C� C ' I > DESCRMON OF REVISION DATE r All existing survey monuments that will be disturbed by this project shall be referenced and reset by 1 the I City's Construction Surveyor r in accordance with Section 8771 of the California Surveyors Act. Monuments found b record search aro shown on the Ions and described as follows: -� � CITY OF RANCHO CUCAMONGA I ' Y P I o � o 5 - A 4 .98 I. P. WITH BRASS CAP STAMPED PER TRACT 13750 M 237 9 97 BE TIED ST 2 2 LT 2 9 /7 (TO OUT) TITLE SHEET- STA 24+98 8 RT 8 DIA. CONC. POST WRH 1 1/2 DIA. BRASS DISK RK S 1949 PER SBCa MA ED FC� D F.B. 553/04, 0.03 EAST OF SECTION LINE. (PROTECT IN PLACE) WILSON AVE. LANDSCAPE IMPROVEMENTS 7 STA 30+68 2 LT 1 I. P. TAGGED R.C.E. 22015 PER TRACT 13750 MB 237 9-97 PROtECT IN PAC z FROM AN � 0 S SEVAINE ROAD TO CHERRY AVENUE _ EI-STA 11+71 2' LT 8" SPK AND TIN 0.05' SOUTH HELD FOR Litt FOR EAST 1/16 COR SEC 22/27 PER R.S. 73/39-40 PROTECT IN PUC v APPROVED BY: ii DATE: 4-7 STA 10+00 2' LT 8" SPIKE AND WASHER STAMPS0 L.S. 4131 PER MB 227/34 (PRO 1 IN 'PLACE) CITY ENGINEER �,�i(il� RCE: 24953 DESIGN = 4 '�1�1N �qE UqN�, Qr �� RECOMMFNDM CSB l . . CITY 0.F, RANCHO CUCAMONGA MWN '0500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730T L ( , GSB 1 of 7 4CHEMM R.C.E. NO WWMG No. ,OD _�___ DAN FU NO 1758 L IRRIGATION LEGEND: GENERAL LEGEND: SYMBOL ARC I RAD ISPACING1 DESCRIPTION PSI IGPM 1 MFG I BODY I NOZ. 1 OPTIONS 1 REFERENCE SYMBOLS1 DESCRIPTION MANUFACTURER REFERENCE 6 1800 6 60 L. A. 15 DEG. TRA.1. 30 .30 RAINBIRD SAM PRS 1812 10H PCS-030 STD. 539 P.O.C. POINT OF CONNECTION ------- ------- ® 90o 5p 5 L. A. 15 DEG. TRAJ. 30 .20 RAINBIRD SAM PRS 1812 10Q PCS-020 STD. 539 1 -1/2- WATERMETER (EXISTING) (EXISTING) ------- i 1800 10' 10' LOW GALLONAGE 30 DEG. 30 .90 RAINBIRD SAM PRS 1812 12H PCS-090 STD. 539 E❑ ELECTRICAL PEDESTAL W/32 STATION AUTOMATIC ° CONTROLLER (EXISTING) ------- ® 90 10 10 LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM PRS 1812 12Q PCS-040 STD. 539 O 1 1800 4' 4' FLAT 5' TRAJECTORY 30 .30 1 RAINBIRD SAM PRS 1812 8H PCS-030 STD. 539 ® BACKFLOW PREVENTION ASSEMBLY (EXISTING) ------- MAINLINE PVC PIPE, 2" ac LARGER CLASS 315 STD. 532 SEE SHEET 6 EOR IRRIGATION SNOTES NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532 1" PIPE UNLESS OTHERWISE NOTED SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B STD. 520 2" RING TTfE RESILIENT WEDGE GATE VALVE WATTS 403RT-RW 2" STD. 518 QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 535 CONTROLLER SEQUENCE GALLONS PER MINUTE ------- ------- REMOTE CONTROL VALVE SIZE O f j -- O (_ Ly U r C.) C r- \ r `' S0 GPM CONNECT TO EXISTING " v > ,. � Al �- ( 2" MAINLINE AND 32 " - I STATION CONTROLLER �: - - _ 1 -Y2 `-' � x D — r' 1 PER DETAIL A - a \ z, ;�`` � �n SHEET 6 Z \ v is_/ Ere > r n \\ —FT WAH — — U U FENCE 1 Y4„ \; _ 1 Ya" ��i ZONE END ZONE — r __ Mc 15 1, - \` _ _ _-- -_ e _ 6-_-9 , A 000000 -- - : OOO.00CJ0.00dOfJflfl000-OOU_ _.00000000000 _ OOOOOOO� flU00G? fl00000000 .00.0 000000000000000000000000 flO,C> 000 - SAN-S EVAI N€ :ROAD--'- `` \ ___y' STREET CROSSING: '' I 10+00 WILSON AVENUE i16 •,, � ''-, ,,_1 ; " I I` ZONE END ., ; ZONE -, I m II �`, I TRENCH REPAIR PER w - -- - WILSON AVENUE CITY STD. 120 I I I - COUNTY OF SAN �ERNARDIN , COUNTY OF SAN BERNARDINO - - - - - - - - - - - - - - - - - - - - - - - - =-- - - -- -_ -. - - - - - - ---- \\ t7S I o !' ZONE O f-- �_ - - - _ \\ 'I I I 23 LL \ - LLJ - - — — — �- — — — — — \ � — T - — — — — — 4,.� T — — — _.__ ._ ............. ......... 13+00 t -- a CITY O"RANCHO CU AMONGA ZONE — — CT1Y �At CHO CUCAMONGA \\ i 23 E — W 45 GPM -✓ o \- A23 i i, m iOv I 2 'i i ,Ar' \\ .......,,,.. ti.. ............... ...._._ ...._........ ...,..,,._...... ..._. ._. ..... ._......,.... ._..-....._.. ........... .._......... ....,,...... ................ .. ._. .. ... .. ...... ... ..........__. ........,.. ..._....... .............. ., ..., .. _ ... ... ...4� .. «- �_ \\. ._ I� r Z 2' , .. ....- ... _................ . ....... ...... . .._... . ._...... ... \\ �... Xz- ; w �� STREET R/W (F C 0 RM t t t �, v .'r < j >� i Zr d I cy � t� �U I , W Z W MAINTENANCE W A16 44 GPM AREA MAP Z 1 y „ WILSON AVENUE 2 _ ce e , Rte, L .. _ - - ` P E �t T R/VIl_ � a a ;i -�! i %4 Z" - ZONE END ZONE 1 Y4'. 1 1 4 �C Y4„ 1Y' _ ij _ ' _- {7 _ f� D000000000 � 11 - OOOOOOOOOOOOOOOOOOC).O-O0000000000000000. 00:00:OOi� 000000000 OOOOO0000:000000000000000000 CD ZONE END ZONE o I : �` ' 16 " THIS SHEET) My _ ! !' DESCRIPTION OF REMSION DATE, + U END ZONE ZON� _ ENb ZONE CD (10 WILSON AVENUE I)f _ - - 22— - - - - - 1Y4" 2' — = — — - - - 2221=- - - _ � �. CITY OF RANCHO CUCAMONGA - + W - - - - --- -- � - - - - _ - _ _ _ �-- _ 0 w 1 ' - N IRRIGATION PLAN L z -f---fi- - - �— f-- -,�--� — - r-- -fi J w m ZONE t,_ � _ _ _ _ _-_ _ _ _ _ _ _ _ ZONE y, ZO f I--'--I w WILSON AVENUE LANDSCAPING 22 = Q 22 END 21 z = 44 GPM _f J cn I A22 4o GPM FROM SAN SEVAINE ROAD TO STA 20+00 A21 w t W 1 42 = W (J 1 - l Q Y 2 APPROVED BY: DATE: cn W — —_ -- ____ — -� � _ _ _— _ _ ____. _.._- -- � -- — ______ (n RpFESS/ CITY ENGINEER RCE: 24953 ` � / ,� J. ,�, l DESIGN Pi AN PREPARES E, RECOMMENDED CITY OF RANCHO CUCAMONGA 1" 20' r' CSB :.......... ;,- - o No. 24953 10500 CIVIC CENTER DRIVE T _ :: -- -- — -- c -- `STR � I (F.Ci.�.R — -- — — C; * Exp. 12-31-01 * DRAWN RANCHO CUCAMONGA, CA 91 30 aSHEET f; 7 . IOLL FREE _ \ :. !' �, �r 1 422-4133 v s 7� / CHECKED R.C.E NO DRAwM�IG No. crv� Two wORKM DAYS BEFORE YOU DIG I ' o °F ' JAD 4� WE FxE No 1 758 L u. - \ IRRIGATION LEGEND: GENERAL LEGEND: SYMBOL ARC I RAD JSPACINGI DESCRIPTION F PSI IGPM MFG I BODY I NOZ. OPTIONS REFERENCE SYMBOLSI DESCRIPTION MANUFACTURER REFERENCE 6 1800 6' 6' L. A. 15 DEG. TRAJ. 30 .30 RAINBIRD SAM PRS 1812 10H PCS-030 STD. 539 --(Z>— MAINLINE PVC PIPE, 2" & LARGER CLASS 315 STD. 532 ® --�2 _90° 5 5 L. A. 15 DEG. TRAJ. 30 .20 RAINBIRD SAM PRS 1812 10Q PCS-020 STD. 539 NON-PRESSURE SUPPLY LINES & SIZE SCH 40 STD. 532 i 180° 10' 10' LOW GALLONAGE 30 DEG. 30 .90 RAINBIRD SAM PRS 1812 12H PCS-090 STD. 539 1" PIPE UNLESS OTHERWISE NOTED SEE SHEET 6 FOR IRRIGATION SYSTEM NOTES 0 90° I 10' 10' LOW GALLONAGE 30 DEG. 30 .40 RAINBIRD SAM PRS 1812 12Q PCS-040 STD. 539 SLEEVES (2x SLEEVED PIPE / OR PER PLAN) SCH 40 STD. 533 O 18004' 4' FLAT 5' TRAJECTORY 30 .30 RAINBIRD SAM PRS 1812 8H PCS-030 STD. 539 REMOTE CONTROL VALVE W/ PRESSURE REGULATOR RAINBIRD EFB-CP-PRS-B STD. 520 2" RING TITE RESILIENT WEDGE GATE VALVE WATTS 403RT-RW 2" STD. 518 c QUICK COUPLING VALVE RAINBIRD 33 DLRC STD. 535 CONTROLLER SEQUENCE r w °"' GALLONS PER MINUTE ------- ------- REMOTE CONTROL VALVE SIZE zi z• r O O = m f 4 P 4 I L! - 5 GPM �i A17 � - z: z V71 a < � F- ., 1 —y2 v A18 43 QPM LLLl- ., CL 42 to z Z C: z r PCC ;SPI-T (...I.. CN �E. -o ZONEEND ZONE 2„ 1 A;',y4 - ,1 Ya -� 1' - ` - — 18Il H4 1 1 a — 000000000 e00000-000000000000000-0000000000 000-00000000® ©0000000000C> 00C� 000 - 0000 �:00000 � __ __- __ e0000000 <) 0- 000000000 .0000 0 _-- -- co ZONE O 17 END Z18 ;I __ _ - - — — - — — -- 0 �- O I ZONE END ZONE I f `"' I i t W N �- I ZONE END I! ZONE i WILSON AVENUE I cv J 21 20 COUNTY OF SAN BERNARDINO W 4 i 1 W W - - - - - - - - --- - - - - - � — —_ — __ - - - - - - _ - - _ - - _ _ - - - -- _ — _ - - _ _ — 20 :: —.. _ 40i 7 +00 —1 ——r-- r-- _ _ _ _- r _ _ - -- lr—_ _ _ _ _- — _ -=_ 26 ___1 W W _ - _ _I_ -_ -_ - -- _ --- - _ — F - -- _-__ - - - - _ __- - —_ _ - --_ -- —_ -- _ -_ - _-_ -_- _ _ - - -- - = W ZONE- END ZONE' J CITY OF RANCHO- C�AMONG-A __ _-- U C/71 21 20 ZONE l END €' ZO9E ;I ~ A20 v w 44 GPM I I I I A 19 37 GPM `�' W � -yrr € � 2 - - - :T— — - - 0 STREET R/W (F.C.D.Rj71M) c - -- - -- _ :_ �T.- __ _.__ _ _..__ _- _ ;. - - c - _ — - o - - �;C R A P E- ^N�.,L L � - — STRM R/W 7 C.ff.WV�-- I _ 1 CE C) ' r> >' z CJ 0 ry � — .'0- —J �...,,_ — C) - to f W z } MAINTENANCE W AREA MAP N WILSON AVENUE J - z w , t V - - - - w CHIS SHEET - - - WILSON AVENUE ~,�` W W ry CITY OF FONTANA - - 1 IV x 7' _ — _ J m 00 CITY OF RANCHO CUCAMONGA 27+00 �— - - - 28+00 29+00; 30+00 CHERRY AVENUE — — — — - -,r '_ — _ _ _ - _NU -- LiJ SQ �- �' I DESCRIPTION OF REVISION DATE cow: _ t�4� '� CRY OF CH CUCAMONGA - - -- - ........ - - - - — — IRRIGATION LAN - i yr. r) --- _ STREET R/W (F.C.D.R/W� __ — --- _. _ - _- x WILSON AVENUE LANDSCAPING H STREET R/W (F C.D.R/N) \ , ' FROM STA 20+00 TO CHERRY AVENUE r' U r / 0 n � i f s `� APPROVED BY: - DATE: �oFESS/ CITY ENGINEER RCE: 24'953' J. DE" P'_-N pREPAREE B': � f • � 7f y �\� �� ZQ S 1'=20' o No. 24953 1 C 6 CITY OF RANCHO CUCAMONGA 6414 Undo, Ound NANT! 10500 CIVIC CENTER DRIVE SHM W or RANCHO CUCAMONGA, CA 91730 S"cs AIe Exp. 12-31-01 � * cse 3 of 7 TOLL MM 1-400-42 ��' C 1 V 1` d `' CHECKM R.c.E. No mwm No. TWO 11POWTIG DAYS BEFORE YIN as of c� JAD DAN FU No 2= 1758 L O Cr. 0 z Z 0 Z < 0 < > Cr _j b) LLj < 0 < Zz > 0 LL2 Z Lli- a- < CL X0 un _j fx Cr! (3 2 5' P R-A '`-T . WA IJ CH. . FENCE P A RA P ET 4 i 5' L K. F E!"iCE VK . Ale/ . ...................... 4� ri rl ri -'I H ;j rl 13 -SAN- SEVAIRE- ROACY 0 0 F_ \x- 0 10+00 WILSON AVENUE – – – – – – – – – – – – – - - - - - - – - - - - - - - - - - - - --- --- WLSON AVENUE _j ....... COUNTY OF SAN BERNARDIN COUNTY OF SAN BERNARDINO \L — — — — — — — — — — — — — --- - — — — — -- — — — — — -- — - — — — — — — — — — ..................... ( L ...... ........... ......... ............... ....... 1 1_t 00 + 13+00k�1/4*,G6 .......... 8 OF7- crry FSA 6-07-c— — CUCAMONGA ----CITY OF__RAN_CHO_ CUCAMONGA_ C) Lj 0 NA LLJ < C/) ....... .............. .............. < . ... ...... . .... ..... ............. ....... ....... ..........12, �A, 0 Cr ... ..... ...... .......... ..... ... ... .......... ........ ...... ............... ..... ... . .. ........ ........ ......... ............ ............. A _T LLI .......... . . li . ....... .... ........... ..... ...... ........ Z 20' . ......... ...... . ..... > tF. M Ld xm 'A' L L L 0 STREET R/W (F.C.D.R/W) ', PrC D4,PAPF7 <1 z 4 < CL PLANT LEGEND wz :z OT >Y. SYMBOL BOTANICAL NAME COMMON NAME 51 ZE 51 ZE REE, CITY SID, DWG. MAINTENANCE w m BERBERIS THUNBERGII z AREA MAP 597 'CRIMSON PYGMY CRIMSON BARBERRY 5 GAL 30m 0.C. 506 and 508 C/) WILSON AVENUE JUNI _j Lj I L 105 PERIS CHINENSIS 'SAN JOSE' SAN JOSE JUNIPER 5 GAL 6' 0.C. 506 and 508 SEE SHEET 6 FOR LANDSCAPING NOTES 434 NANDINA DOMESTICA 'NANA' DWARF HEAVENLY BAMBOO 5 GAL 2' 0.C. 506 and 508 68 ABELIA GRANDIFLORA 'PROSTRATA' NCN 5 GAL 4' 0.C. 506 and 508 103 0 LANTANA MONTEVIDENSIS 'DWARF WHITE' DWARF WHITE LANTANA 5 GAL 4' 0.C. 506 and 508 49 0 LAGERSTROEMIA INDICA "RUBRA" CRAPE MYRTLE, COLOR: RED 15 GAL 20' O/C MIN. 501 and 502 THIS SHEETCJ ) L.Lj F– b LOL'S CD N 0 < 7, N R/W C AF E CH. [,K. FF. c) 0 0 Afe( Z7- AH - - I - _\ ri rl rl r.1 ri ri n r.1 ri CD (D CD — 0 C) ry 0 ' y 'i — MLSO + LLJ Lij Ln 1 0m 17 WDESCRIPTION OF REVISION DATE AqpR� \A > LliW< CITY OF RANCHO CUCAMONGA Ln __j < LiJWCn LANDSCAPE PLAN _ _ _ _ _ _ _ _ __ __ _ ,. ,. _ _ _ _ _ ....... ............. ... .............. ..... ..... ............. ........... ............ ........... < .............. WILSON AV ENUE LANDSCAPING FROM SAN SEVAINE ROAD TO 20+00 'w CIR BY:5 ......../A� 1 a)FESS/SIKELI (F.C.D.R/W) Y ENGINEER RCE: 14953 L J. DESM RECOMMENDED Css CITY ORANCHO CUCAMONGA id& No. 24953 z UndeMmund 1 -20' DRAWN 105 F 00 CIVIC CENTER DRIVE SHEEI Service AlertExp. 12-31-01 RANCHO CUCAMONGA, CA 91730 CC* TOLL ME CSB 4 of 7 1 1100-422-4133 CIV.- CHECKED ltC.E No DRAWM NO. TWO WORKING DAYS BEFORE YOU -OF CALMJAE) __% 1758 L DM W L% 0 a� LJ < Ln < t < of < < < W t I Lu Lij 0 — > C) k0 rr > -i LLJ nLL2- :3; Ely L.Lj X < CT's 'a e r R/W 25 PC' C" PAR APFT WA;I I K. E:NAY R/W — 0 — • p-- AW P rl rl rl n n i rl rl n rk rl rl 0LO - 0000 00U0 0=0 'lzl�- QX > CD _ 1 % _� �a — 0 (D ......... CID .... < . 0 F— + + J CN JN-ryl OF�AN BERNARDINO WLSON PFot4 < ILLJ Lli X . J Ld '7777 Z 0 1+0 0 26A LLJ Lij CtICAMON m cf) bj < V) .......... ....... ... ....... .......... I 1 1- C) .. ...... 'D \,sTwmT R/W (F.C.D.R/W) 0 EET 7X.0lVW < 2. "PC, P 4 F"A -T 4 Ll L 6' < 8' CH, LK. Tj 0 0 0 o. PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE SIZE REF. CITY STD. DWG. BERBERIS THUNBERGII CRIMSON BARBERRY 5 GAL 30" O.C. 506 and 508 'CRIMSON PYGMY JUNIPERIS CHINENSIS 'SAN JOSE' SAN JOSE JUNIPER 5 GAL 6' 0.C. 506 and 508 SEE SHEET 6 FOR LANDSCAPING NOTES DINA DOMESTICA 'NANA' DWARF HEAVENLY BAMBOO 5 GAL 2' O.C. 506 and 508 NAN w Z z ABEUA GRANDIFLORA 'PROSTRATA' NCN 5 GAL 4' 0.C. 506 and 508 > MAINTENANCE QQ z AREA MAP LANTANA MONTEVIDENSIS 'DWARF WHITE' DWARF WHITE LANTANA 5 GAL 4' 0.C. 506 and 508 < cn WILSON AVENUE r w O/C MIN. • LAGERSTROEMIA INDICA *RUBRA* CRAPE MYRTLE, COLOR: RED 15 GAL 20 501 and 502 /00 R LAJ Z > ET < C:) ..... .... 0 5r + Lj (D CITY OF FONTANA 121"W x 7';r i; RC-R LjJ WILSON AVENUE - > 0 m [00 CITY OF RANCHO CUCAMONGA—) 27+00 28+00 29+00,- < 30+00 CHERRY AVENUE 30+68.65 WILSON AVENUE bi X < LLJ DESCRIPTION OF REVISION DATE crry V) < APPROVED' CITY OF RANCHO CUCAMONGA . . . ........... ... . . ............ -4 17 J , ........... . . ....... ..... ---k LANDSCAPE PLAN v,� PrlrK -:L"r-- . . . ........... '7VRiET R/W (F.C.D.R/W) ......... WILSON AVENUE LANDSCAPING FROM STA 20+00 TO CHERRY AVENUE (10 rL 0-1 1 L 0 Li APPROVED BY: DATE: �4 pprESS/0 CITY ENGINEER INEER RCE: 14053 J. PLAN PREP 4RED 31: ✓ RECOMMENDED CSB CITY OF RANCHO CUCAMONGA tivy Underground 1 -20' No. 24953 10500 CIVIC CENTER DRIVE SeMce Alert Exp. '2-31-01 "1 DRAWN RANCHO CUCAMONGA, CA 91730 SHEET COW TOLL FREE *K - CSB 5 OF 7 clvl�- 1-4W-422-4133 CHECKED R.C.E. NO DRAWING NO. r*O WORKM DAYS BMW YOU DO OF CX%-%* JAD DATE FLE NO 1758 L U ry 11 7TV - CONTROLLER "A" EXISTING IRRIGATION SYSTEM (TRACT SYSTEM OPERATION CAPABILITIES 13565, DWG 1352-L, BASED ON 2" P RE CI P. PER WEEK WITHIN 8 IRRIGATION GENERAL NOTES LANDSCAPING GENERAL NOTES: • SH 6 OF 21 HOURS PER DAY 40 HOURS PER 5 DAYS PER WEEK • !. 1. THIS PROPOSED IRRIGATION SYSTEM WILL BE CONNECTED TO AND DISRUPT AN EXISTING CITY-MAINTAINED 1. LANDSCAPE AREAS SHALL RECEIVE 4 OF COMPACTED W000 CHIP MULCH UNDER ALL TREES AND SHRUBS. STA TYPE OF TYPE OF PRECIP. OPERATION LANDSCAPE AREA AND IRRIGATION SYSTEM. BECAUSE THIS DISRUPTION IS LIKELY TO BE MINIMAL, THE GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH, PER CITY STD. 509. CONTRACTOR SHALL SUBMIT A GPM CONTRACTOR WILL BE ALLOWED TO PERFORM HIS WORK WITHOUT ASSUMING FULL MAINTENANCE OF THE CITY'S SAMPLE FOR APPROVAL PRIOR TO PURCHASE AND PLACEMENT. WOOD CHIP MULCH IS AVAILABLE FROM: NO. PLANTING SYSTEM PER HR. HRS/WK EXISTING AREAS UNDER THE FOLLOWING CONDITIONS: INTRAVAIA SAND AND GRAVEL, UPLAND, CA, (909) 982-6713 AUTC)MATlC COWM L& "A' 1 LA WN 38 CONV. 1.8 1.6 DC1ST7NG 2. PRIOR TO NEW CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE CITY'S INSPECTOR AND DOCUMENT 2. NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE a 3TKT10 n 2 LAWN 47 CONY. 1.8 1.6 D0ST7NG THE CONDITION OF THE EXISTING LANDSCAPE AREA. FROM THAT POINT ON, THE CONTRACTOR WILL NOT BE IRRIGATION SYSTEM HAVE BEEN COMPLETED, FINAL GRADES HAVE BEEN ESTABUSHED, AND THE PLANTING " - ww~CA Me siar"w tovff 3 LAWN 41 CONY. 1.8 1.6 EXISTING RESPONSIBLE FOR THE LANDSCAPE AREA THAT IS CONTROLLED BY THE IRRIGATION CONTROLLER SHOWN IN AREAS HAVE BEEN PROPERLY GRADED AND PREPARED AS SPECIFIED. w 14 STATIONS IN USE BY EXISTING THE DETAIL ABOVE. 1�1 IRRIGATION SYSTEM 4 SHRUB 49 CONY. 2 1.5 EXIST7NG 3. FOR THE PURPOSE OF WEED CONTROL THE CONTRACTOR SHALL MAKE TWO APPLICATIONS OF 'ROUND-UP" OR 3. ACCESS AND USE OF THE CITY'S UTILITIES WALL NOT BE PERMITTED WITHOUT CITY SUPERVISION. EQUIVALENT. IT SHALL BE APPLIED BETWEEN THE PLANTING AND IRRIGATION INSTALLATIONS SO THAT MppTN 5 SHRUB 39 CONY. 2 1.5 EXISTING SUFFICIENT WATERING CAN BE DONE THE SECOND APPLICATION SHALL OCCUR 7-14 DAYS AFTER WATERING. 6 SHRUB 60 CONY. 2 1.5 EWSTING 4. WATER SHUTOFFS TO THE EXISTING IRRIGATION SYSTEM WALL BE LIMITED TO A PERIOD OF NOT MORE THAN 24 THE PESTICIDE SHALL INCLUDE A PHOTOSENSITIVE DYE THAT WILL DISAPPEAR 2-3 DAYS AFTER APPLICATION. I 7 SHRUB 60 CONY. 2 1.5 EXISTING HOURS AND A FULL IRRIGATION WATERING CYCLE SHALL OCCUR BEFORE ADDITIONAL SHUTOFFS ARE ALLOWED. 4. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO 14mc ��fR[ 8 SHRUB 60 CONY. 2 1.5 EXISTING THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL etvmd+ 5. CONSTRUCTION WATER SHALL BE METERED AND BY CONNECTIONS TO THE LOCAL FIRE HYDRANTS IN AMENDMENTS DETERMINED BY THE CITY INSPECTOR. sTSTrc 11offoRm iso M 9 SHRUB 60 CONY. 2 1.5 EXISTING ACCORDANCE TO CUCAMONGA COUNTY WATER DISTRICT REQUIREMENTS AND PROCEDURES. omRxA o praimm so nj taLpaw rpt 10 SHRUB 60 CONY. 2 1.5 EXlS77NG 5. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL PREPARATION, PLANT PIT wx�'%w am tvs' � Rp 6. A FOLLOW UP INSPECTION WITH THE CITY'S INSPECTOR WILL BE REQUIRED PRIOR TO THE CITYS ACCEPTANCE REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. IM M. ODWIC 41)Vk 11 SHRUB 60 CONY. 2 1.5 DCIST7NG ' OF THE EXISTING AND PROPOSED LANDSCAPE AREA AND IRRIGATION SYSTEMS. syr imof " so am . font 6. ALL PLANT MATERIALS SHAH BE APPROVED FOR QUALITY BY THE CITY AND LANDSCAPE ARCHITECT PRIOR TO WILSON *AT^SOU f- ' 12 SHRUB 60 CONY. 2 1.5 EXISTING 7. -THIS DESIGN IS DIAGRAMMATIC, ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN INSTALLATION. FINAL LOCATION OF ALL PLAINT MATERIAL SHALL BE SUBJECT TO APPROVAL BY A � - 13 SHRUB 60 CONY. 2 1.5 EXISTING CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLAITING AREAS WHENEVER POSSIBLE. AVOID ANY CONFLICTS REPRESENTATIVE OF THE CITY PRIOR TO EXCAVATION. CONNECT TO EXISTING 2" BETWEEN THE SPRINKLER SYSTEM, WALLS, STREET LIGHTS, SIDEWALIC, UTILITY LINES AND EQUIPMENT, AND MAINLINE DOWNSTREAM FLOW Y MAINLINE (SEE 14 SHRUB 60 CONV. 2 1.5 EXISTING ARCHITECTURAL FEATURES. 7. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS SENSORS IRRIGATION PLAN, SH 2 15 SHRUB 50 CONV. 2.7 0.7 NEW BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS 8. CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS IRRIGATION REMOTE 16 SHRUB 44 CONV. 2.7 0.7 NEW MINIMAL OVER SPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE THE SELECTION AND OTHERWISE APPROVED BY THE CITY. CONNECT CONTROL IRRIGATION TO EXISTING 17 SHRUB 45 CONY. 2.7 0.7 NEW INSTALLATION OF A PRESSURE COMPENSATING NOZZLE SCREEN (PCS) IN ALL SPRINKLER HEADS AT INITIAL CONSTRUCTION. 8. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL QUANTITIES FOR PLAINT CONTROLLER, ALSO, REFER TO A P.O.C. DETAIL 18 SHRUB 43 CONY. 2.7 0.7 NEW MATERIALS INSTALLED SHALL BE GOVERNED BY THE INDICATED PLANT SPACING REQUIRED. STATION DIAGRAM TO THE RIGHT FOR CAGRAM TO SEQUENCE 19 SHRUB 37 CONY. 2.7 0.7 NEW 9. WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, EPC.) INTERFERE WITH THE SPRAY 2 N•T•S• PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR 20 SHRUB 44 CONY. 1.4 1.5 NEW 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 PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL 21 SHRUB 40 CONV. 1.4 1.5 NEW BE MADE AT NO ADDITIONAL COST TO THE CITY. 22 SHRUB 44 CONV. 1.4 1.5 NEW 10. INSTALL ONE (1) SPARE ORANGE WIRE ALONG THE ENTIRE LENGTH OF THE MAINLINE TO THE FARTHEST 23 SHRUB 45 CONY. 1.4 1.5 NEW REMOTE CONTROL VALVE (RCV) ON EACH BRANCH. PIGTAIL EACH ORANGE WIRE AT THE ENCLOSURE. INSTALL 24 TERMINAL STRIPS IN ENCLOSURE FOR IRRIGATION WIRING. 25 11. IRRIGATION SYSTEM IS BASED UPON A MAXIMUM OF 2 INCHES OF WATER PER WEEK (GROUNDCOVER/SHRUBS) 26 APPLIED FOR 8 HOURS A NIGHT/5 DAYS A WEEK BETWEEN THE HOURS OF 9:00 P.M. TO 5:00 A.M. ONLY 27 ONE VALVE PER CONTROLLER SHALL OPERATE AT A TIME. 28 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 IRRIGATION CONTRACTOR 29 SHALL VERIFY THE AVAILABLE WATER PRESSURE AT THE SITE PRIOR TO THE START OF INSTALLATION. ANY 30 CHANGES SHALL BE BROUGHT TO THE ATTENTION OF THE CITY. 31 13. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED 32 UNLESS OTHERWISE DESIGNATED ON THE PLANS. 14. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER KMAXGPM 60 CONY. TOTAL 30.9 HEAD IS 1/4" ABOVE FINISHED GRADE. TIME DESCRIPTION OF REVISION DAT crtY APPROVED: CITY OF RANCHO CUCAMONGA DETAIL SHEET WILSON AVENUE LANDSCAPING FROM SAN SEVAINE ROAD TO CHERRY AVENUE APPROVED BY: DATE: 44U /O FESS/ l CITY ENGINEER a�y RCE: 24953 DE" aLAN �REPAREC 31 RECOMMENDED CSB CITY OF RANCHO CUCAMONGA - No. 24953 10500 CIVIC CENTER DRIVE MWN SHEET r" nd CI W RANCHO CUCAMONGA, CA 9 1730 Exp. 12-31-01 * SB 6 of 7 Call: TOLL FREE `�' clvt�- � C *I-800-422-4133 CHECKED R.C.E. No DRAWING NO. F TWO WORKM DAYS BEFORE YOU Dlc OF C0,0 JAD "t DATE TLE NO 1 758 L