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HomeMy WebLinkAbout2123 GENERAL NOTES: STREET LIGHT GENERAL NOTES: NCm 0 AV 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE 1. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE SITE AND Aff STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION FROM HIS/HER OPERATIONS, WHETHER OR NOT SHOWN ON THESE PLANS. CITY OF R Amm HO CUCAMONUA 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSE FROM THE CITY OF RANCHO CUCAMONGA. SHOWN OFT NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT NO LESS THAN 48 HOURS TO THE START OF WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY FROM THE ENGINEERING DEPARTMENT. RANCHO CUCAMONGA. 3. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL PERMIT 48 HOURR PRIOR TO TIME OF CONSTRUCTION 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH THE SITE AND SHALL BE SOLELY WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS PREFERED TO SECTION 7-10.3 OF THE STANDARD RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR SPECIFICATIONS. ENuIN : ERING D P Ama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s' 1L 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF TEH CITYS ENCROACHMENT PERMIT. THE CONTRACTOR SHALL pwb NOTIFY "UNDERGROUND SERVICE ALERT" AT 1 (800) 227-2600, (48-HOURS MINIMUM) IN ADVANCE OF ANY SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION CONSTRUCTION ACTIVITIES THAN CAN AFFECT ANY UNDERGROUNDUTILITIES. TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR 7, IN CASE OF ANY ACCIDENTS INVOLVING SAF MATTERS COVERED BY SECTION 6409-(b), OF THE CALIFORNIA 1 Z- 7,m 2 b Lus (ff%J'a Lff ) 01 11AVEN AVLNU SURFACING. LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDSRIAL SAFETY, . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 8, UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING. NOTED ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS 9, THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND O PAVEMENT MARKIGS, WHICH m.`%Nurl %J uuCAM %juNff%3%/'ff-%%, CALlF%"lflwmm%& Nl Am OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WITCH HAS BEEN REDUCED. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN TO DETERMINE STRUCTURAL SECTIONS RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE USING THERMO-PLASTIC AND REFLECTIVE (PRIOR TO FINAL PLAN APPROVAL). MARKINGS IN CONFORMANCE WITH SECTION 84 & 85 OF THE CALTRANS STANDARD SPECIFICATIONS AND AS 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE DIRECTED BY THE ENGINEER. ALL REGULATORY, WARNING, AND GUIDE SIGNS SHALL BE 3M DIAMOND VIP GRADE ...... I FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. WITH 1160 PROTECTIVE OVERLAY FILM. _.•4 ern . IS 0 BE PLACED ON SUB-GRADE A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER 10. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF ^AM _.___. ___. AM'#n„ 12. IF THE ASPHALT CONCRETE T THE CITY ENGINEER. UITLITED ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS € E ������ �"M__..�. �����••••������ I.. A.C. AND P.C.G. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH REFERRED N SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. __ _ ® -- - - - - -- - - - _ __ _ _ __ _ _ _ _ _- w- PRIOR TO PAVING. ALL CABLE SHALL BE DELIVERED NEW TO THE SITE AND SHALL BE PULLED CONTINUOUSLY FROM LIGHT STANDARDT FM 13, THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS 11. TO FEED POINT. SPLICES ARE ALLOWED IN PULL BOXES ONLY. NO SPLICED WIRES ARE ALLOWED IN CONDUIT OR APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS. BASED STREET LIGHT STANDARD. F111H TTI Hi ill ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES ' IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN 12. AS SHOWN ON PAGE 247 OF THE STATE STANDARD PLANS, CONDUCTORS SHALL BE SPLICED BY THE USE OF DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, COMPRESSION CONNECTORS. INSULATION SHALL E BY "METHOD ". ALL SPLICES SHALL BE SOLDERED. WIRE ` OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL NUTS ARE NOT ALLOWED.BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 13. WIRING SHALL BE POLY VINLY-CHLORIDE INSULATED (TYPE THW. OR THNN) 60OV-NO. 8 AWG COPPER CABLE PER 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A AND 401-B SHALL BE CONSTRUCTED AT STANDARD SPECIFICATIONS OR APPROVED EQUAL. NO. 12 AWC COPPER CABLE SHALL BE ALLOWED IN THE LIGHT EACH INTERSECTION. STANDARDS. CONDUCTORS SHALL CONFORM TO THE FOLLOWING COLORS: CONDUCTORS FOR GROUNDING AND BONDING SHALL BE ❑ ❑ ❑ 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND EITHER BARE OR GREEN. COMMON OR NEUTRAL CONDUCTORS SHALL E WHITE. UNDERGROUND-LINE 1 OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ® ® IT TO THE CITY ENGINEER FOR APPROVAL. CONDUCTORS SHALL BE BLACK. UNGROUNDED-LINE 2 CONDUCTORS SHALL BE RED. I 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT 15. A NUMBER 3 1/2 PULLBOX SHALL BE INSTALLED 6" BEHIND CURB IN LINE WITH CENTER OF STANDARD ON SIDE ® ® I CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. NEAREST ELECTRICAL SERVICE. SLOPED AT 1/4 " PER FOOT TO TOP OF CURB. FITTED WITH A FUSED SPLICE ( ° 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. CONNECTOR CONFORMING TO STATE OF CALIFORNIA STANDARD SPECIFICATIONS. SECTION 86-2.095 AND SHALL BUSSMAN-TYPE TRON-HEB FOR 1120V. OR TRON-HEX FOR 240V, WITH TYPE KTK FUSES. FUSES SHALL BE RATED : A. CUCAMONGA VALLEY WATER DISTRICT AT 20 AMPS. (BUSSMAN BULETIN SPF-11) PER RANCHO CUCAMONGA STD. DWG. 504 10440 ASHFORD STREET, (909) 987-2591 16. ALL CONDUIT SHALL BE 1 1/2-INCH RIGID METALLIC CONDUIT OR SCHEDULE 40 PVC. ALL STREET CROSSINGS AND tr' RANCHO CUCAMONGA, CA 91730-0638 STUBS SHALL BE 2 MIN RIGID METALLIC OR SCHEDULE 80 PVC CONDUIT. 17. BONDING OF CIRCUITS SHALL BE PER APPLICABLE CODES. ® __ C3 C3 NNLY B. SOUTHERN CALIFORNIA EDISON 18. LUMINARIES SHALL OPERATE ON 240 VOLTS. I 0" 7951 REDWOOD AVENU (909) 352-6240 19. POLES SHALL BE FROM ONE MANUFACTURER. `�� I 71 _ FONTANA, CA 92336 20, STANDARDS SHALL BE MOUNTED IN CENTER OF FOUNDATION PER RANCHO CUCAMONGA STANDARD DRAWING 503. I Q -r ... . 21. ALL FOUNDATIONS SHALL BE ADJACENT TO BACK OF CURB OR AS OTHERWISE SHOWN. o r" w•u• r ` 4,h{ C. SOUTHERN CALIFORNIA GAS COMPANY 22. ALL ANCHOR BOLTS SHALL BE 1" x 36" x 4`. TO PROJECT 4 1/2 " ABOVE TOP OF FOUNDATION. CAP WITH 5" r•. -�.w I 216 N. EUCLID AVENUE (800) 427-2200 RES. OF GROUT SLOPED AT 1/4 " PER FOOT TO TOP OF CURB PER RANCHO CUCAMONGA STANDARD DRAWING 504. I ONTARIO, CA 91762 (800) 427-2000 COMM. 23. CONTRACTOR SHALL SUPPLY AND INSTALL ALL MATERIALS INCLUDING PHOTOELECTRIC CONTROL, CIRCUIT BREAKERS AND AUXILIARY RELAY(S). SOUTHERN CALIFORNIA EDISON WILL FURNISH AND INSTALL SERVICE CONDUCTORS TO THE D. GENERAL TELEPHONE. (800) 483-3000 LANDING LUGS PER CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS 505 AND 506. LLJ ❑ I 585-A NORTH MOUNTAIN AVENUE 24. CIRCUIT PROTECTION SHALL BE PROVIDED AS FOLLOWS: 15 AMP FOR PHOTOELECTRIC CONTROL, 30 AMP SINGLE CLII UPLAND, CA 91786 OR DOUBLE POLE FOR EACH CIRCUIT AS REQUIRED. 25. AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE RANCHO E. METROPOLITAN WATER DISTRICT CUCAMONGA MUNICIPAL YARD. 700 N. MORENO AVENUE (909) 593-7474 26. INSTALL A SHORTING CAP IN THE PHOTOELECTRIC CONTROL RECEPTICAL OF ALL LIGHT STANDARDS. LA VERNE, CA 91750 27. A 5/8" X 8' BLACKBURN COPPER CLAD GROUND ROD OR EQUIVALENT WITH COPPER WELD GROUND CLAMP OR EQUAL SHALL BE INSTALLED IN THE UNDERGROUND ELECTRICAL FEED POINT (SERVICE PEDESTAL). PER RANCHO 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE CUCAMONGA STANDARD DRAWING 505. AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL 28. THE LAND SURVEYORS ACT, SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE, AND SECTIONS 732.5, Sm" HEET PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 1492-5, 1810-5 OF THE STREETS AND HIGHWAY CODE REQUIRE THAT SURVEY MONUMENTS SHALL BE PROTECTED 'HAVEN 003% 0" F 5 AVEINJUE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, AND PERPETUATED. T A REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM 0rim THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. "IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR OTHERS PERFORMING THE CONSTRUCTION WORK TO 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR RETAIN A QUALIFIED REGISTERED CIVIL ENGINEER AND/OR LICENSED LAND SURVEYOR PRIOR TO START OF APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS CONSTRUCTION TO LOCATE, REFERENCE AND FILE THE NECESSARY CORNER RECORDS WITH THE COUNTY HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE SURVEYOR'S OFFICE FOR SURVEY CONTROL POINTS/MONUMENTS THAT EXIST AS SHOWN ON RECORDED TRACT EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE MAPS, PARCEL MAPS, RECORDS OF SURVEYS AND HIGHWAY MAPS, AND MAY BE DISTURBED OR DAMAGED BY THE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PROPOSED CONSTRUCTION." PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. AFTER THE COMPLETION OF THE PROPOSED CONSTRUCTION, SAID MONUMENTS AND/OR CONTROL SURVEY POINTS _ 3. THE ENGINEER PREPARING THESE PLANS WILL NOT SHALL BE RESET TO THE NEW SURFACE IN ACCORDANCE WITH CURRENT PROFESSIONAL LAND SURVEYING BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS PRACTICES. CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR FOR ALL NEW MONUMENTS SET. MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 29. THE DEVELOPER SHALL PROVIDE THE CITY A COMPLETED SET OF "AS BUILT" MYLAR DRAWINGS PRIOR TO THE FINAL STREET TREES QUANTITIES 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS INSPECTION CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH SYMBOL STREET NAME BOTANICAL / COMMON NAME MIN. GROW SPACING SIZE QTY. PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ALL SPACE CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. NOTE: SEE SHEET 2,3 AND 4 FOR ESTIMATE OF QUANTITIES SIXTH STREET' MAGNOLIA GRANDIFLORA 'ST. MARY'/NCN 3' 20° 0.C. 15g 8 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE HAVEN AVENUE MAGNOLIA G DIFLORA 'MAJESTIC BEAUTY' NCN 8'Ll 60' O.C. 15 9 JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO / THE PLAN ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. EXISTING SURVEY M O N U M E NTATI O N NOTE: I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTRIBUTED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN CONSTRUCTION NOTES FOR STREET TREES. THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS, AND ELECTRICAL, EXCEPT FOR THE 66KV ELECTRICAL) ON THE PROJECT ON THESE PLANS ARE DESCRIBED AS FOLLOWS: SIDE OF HAVEN AVENUE SHALL BE UNDERGROUND FROM THE FIRST POLE ON THE SOUTH SIDE OF 6TH STREET TO THE FIRST POLE OFF SITE NORTH OF THE NORTH PROJECT BOUNDARY, PRIOR TO PUBLIC IMPROVEMENT ACCEPTANCE OR OCCUPANCY, 1 MONUMENT DISK LOCATED AT CENTERLINE OF SIXTH STREET WEST OF HAVEN AVENUE AT STATION Y. 0, 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING HAVEN AVENUE SHALL BE UNDERGROUND AT SAME TIME. 26+66.00 AT ELEVATION 1072.6650. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO v THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL SHEET # SHEET DESCRIPTION THE EXISTING OVERHEAD UTILITIES (TELECOMMUNICATIONS AND ELECTRICAL, 0 wAMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. EXCEPT FOR THE 66V ELECTRICAL) ON THE PROJECT SIDE OF 6TH STREET SHALL BE LS 5491 S930/200 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. UNDERGROUNDED FROM THE FIRST POLE WEST OF HAVEN AVENUE TO THE FIRST or 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 1 OF 5 STREET IMPROVEMENT, LIGHTING, AND TREE PLAN COVER SHEET POLE WEST OF THE WEST PROJECT BOUNDARY, PRIOR TO PUBLIC IMPROVEMENT DATED ® ' ACCEPTANCE OR OCCUPANCY, WHICHEVER OCCURS FIRST. ALL SERVICES CROSSING ANDREW Y, OROSCO is #5491 EXP. 9.30.06 OF2 OF 5 SIXTH STREET STREET IMPROVEMENT PLAN & PROFILE 6TH STREET SHALL BE UNDERGROUNDED AT THE SAME TIME. 3 OF 5 HAVEN AVENUE STREET IMPROVEMENT PLAN & PROFILE FOOTHILL BLVD -4-14.00 67.00 67.00 67.00 ----67.00 4 OF 5 HAVEN AVENUE STREET IMPROVEMENT PLAN & PROFILE & STORM DRAINS SIDEWALK EASEMENT LANDSCAPE 5 OF 5 STRIPING AND SIGNAGE PPLAN 7.00 60.00 ARROW ROUTE w _�� 19.84 ------ -� ( ) (47.16) TOO ONP SITE SURVEY: OFF-STE MARCH, 2005 w ¢ Q w >: J CAL-SURV, INC. 45.16 EXT'G PVMT. z P.O. BOX 1249 RIVERSIDE, CA 92502-1249 z a V) (--1.00 ,_rL ----------------n- --r-i__ 951.788.8357 TEL PR v 11 W c41 > I PROPOSED :: -------------!iJT- i t-»�_ �---,---::-Izz_ ... -------_- ---_ --___---� -----------T� OWNER: _ -� _J -� € fes.::.,> - u U_ ------------------ JR OIL, INC. _ ¢ _ = PROPOSED CURB & GUTTER -----_-`�-� EXISTING,154 MEANDERING LIMITS OF SAWCUT SIDEWALK REMOVE EXT'G SIDEWALK EXISTING 224 S. JOY STREET9278 CURB AND GUTTER 951.280.3833 TEL 6TH ST CURB & GUTTER PROPOSED 951.280.3832 FAX / c A.C. PAVEMENT w TYPICAL I I I SECTION: DISCRIPITION OF REVISION DATE APPROVE INLAND EMPIRE BLVD. N.T.S. TRAFFIC INDEX (T.I.) = 9.0 N.T.S. 10 FRWY TRAFFIC INDEX (T.I.) = 9.0I Tk AF A KANU'rlu U L; uN A y Ok F U 'AMA` 70 a CUP 9-53 -- 50.00 55.00 TT I POVE NT 50.00 55.00*,VI.CINITY .TS. 43.00 EXT'G PVMT .,,. ,� COVER SHEET r 0.50 `'� 117 56 31.44E A.C. PVMT. 9220, 9250 9280 HAVEN AVENUE W fi oo � 50, 1.00 SAWcuT LIMIT � _ J RANCHO CUCAMONGA, CALIFORNIA VERLkY EXIST A.C. REVISION DATE: PARCELS5 8 7731 P 85/94-95 BENCHMARK PVM'® (0 12' MIN) ---®.50 JANUARY 23 2006 0.50 1.00 SAN BERNARDINO BENCHMARK 130-4: �h:.�, ,,:, � 2� 2% ? --------- DRIVE PIN TOP OF CURB AT INTERSECTION 6TH --------------- ---- APPROVED------ 6TH ------- ----_---_----- --_-----� 6TH ST ' PROPOSED --� _ _-_-- -- ------ PROPOSED - ------ - ---'--__-�-�' gOFESSio CITY ENGINEER RCE NO. 24953 ELEVATION : 1069.89 SIDEWALK SIDEWALK LIMITS OF SAWCUT 4 �V DESIGNED Y. RECOMMENDED: PROPOSED PROPOSED EXT'G STREET PROPOSED BUS LANE A.C. PAVEMENT PVMT GRADE "AM FOR t� �+ PROPOSED A.C. PAVEMENT 0. M G X eF- r v N I T CURB AND GUTTER a RCE 24263 � AAI . t L I I EXP. 12-31-07 DRAWN BY: CIVIL ENGINEERING SHEET TYPICALCALL: TOLL FREE I I SITE DEVELOPMENT PLANNING v :. N.T.S. . TRAFFIC INDEX (T.I.) = 8.0 N.T.S. TRAFFIC INDEX (T.I,) = 9.0 �' Q JAS 1 - 0-Z&"%27-2b' uu .�,��� pj�, 04,��,, 670 E. PARKRIDGE AVE #101 1 OF 5 ou ...... CHECKED BY: CORONA, CA 92879 DRAWING NO. - «:xA TWO WORKING DAY BEFORE YOU DIG ®F CALF TEL: 951.734.6330 FAX: 951.734.5848 JW RAMCAMORAMCAMGROUP.COM PROJECT SHEET 1 OF I - I . 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EACH 7 REMOVE EXISTING ACCESS RAMP EACH 1 THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SHALL BE MADE IN THE FIELD AND ADJUSTED AS E RELOCATION OF CURB INLET ALONG 11,4j1hW A W. PROTECT EXISTING STREET IGN IN PLACE NECESSARY TO FIT EXISTING FIELD CONDIDTION AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND F2] INSTALL 2" METALIC CONDUIT WITH 2#10,1#8 GROUND L.F. 570 PROJECT PLANNER PRIOR TO FINAL CONSTRUCTION. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED ITY — A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION. IN THE EVENT MAJOR CHANGES REMOVE—TO BECOME PROPERTY OF CONTRACTOR EACH 3 DISCRIPITION OF REVISION DATE — CONCEPTUAL SIDEWALK LAYOUT PLAN, TWO SETS OF RED LINED PLANS e-N ASIN EACH 1 SHOWING THE PROPOSED CHANGES SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS I am PROTECT EXISTING POWER POLE IN PLACE GIVEN TO THE CITY. AjB ABANDON CONDUIT—REMOVE CONDUCTORS L.F. 450 CITY OF RANCHR") C%JCAMON%...jA LEGEND REMOVE EXISTING P.C.0 SIDEWALK S.F. 3598 RELOCATE STREET LIGHT—REA40VE FOUNDATION EACH 3 INDICATES INSTALL NO. 3 1/2 PULL BOX L.F. 516 PUBLIC STREET IMPROVEMEINIT PLANS PER CAL TRANS STANDARD DWG. ES-8. CONSTRUCT CURVELINEAR SIDEWALK PER CITY OF STD. DWG NO. 114 AND LANDSCAPE ARCH PLANS. S.F. 2713 9220, 9260 & 9280 HA"VEN A"VENUE INDICATES INSTALL NO. 3 1/2 PULL BOX CONSTRUCT CURB AND GUTTER, TYPE A2-8 PER CITY STD. PLAN NO. 104 L.F. 599 L__j PER CAL TRANS STANDARD DWG. ES-8. PROTECT EXISTING GAS LINE R/AANCHIOD' CUCAMOlhl'4lkGlA, ALIF RlNlA PROACH PER CITY STD DWG NO. 101 TYPE C S.F. 1 H/AA VE N /AA"VE N U E-S I X"TH ST TO 550' + NORTH 11----� I — INDICATES EXT'G STANDARD ELECTORLIER RO BE RELOCATED EACH REVISION DATE: CONSTRUCT ACCESS RAMP PER CITY STD DWG. NO. 102 (SINGLE RAMP RETURN) WITH 8" CURB MAY 22, 2007 EXISTING POWER POLE TO BE RELOCATED UNDER S DRY UTILITY PLANS z 14 0_� INDICATES RELOCATED STANDARD ELECTORLIER SAWCUT STRAIGHT NEAT LINE EACH 558 APPROVED BY: DATE: CONTRACTOR TO INSURE LAMP IS IN GOOD WORKING CONDITION S.F. OFESSIO* CITY ENGINEER: NO.: 24953 IF NOT USE, 150 WATT, TYPE MC-11, HIGH PRESSURE SODIUM VAPOR CONSTRUCT 5- A.C. OVER 6- A.B. 6,671 LAMP MOUNTED IN A G.E. M-250A2 LUMINAIRE OR AN EQUAL DESIGNED BY: RECOMMENDED: ALTERNATE APPROVED IN WRITING BY THE CITY ENGINEER. INSTALL STREET TREES PER THE NOTES AND LEGEND ON SHEET 1. EAC H AAI INDICATES EXISTING CONDUIT TO REMAIN UNDERGROUND SERVICE ALErR'T DRAWN BY: GIVI IL ENGINEERING EXR 12-31-07 Ll TE n UGE INDICATES INSTALL 2" METAUC CONDUIT. NOTE: CALL: Tu"'%LL FREE AAI SITE DEVELOPMENT PLANNING 670 E. 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I------ - .-.-------- - — DESCRIPTION. - - -------- QUANTITIES ------- ------ %\/ � I 11 1 40. 5 1 - 10.50 - (�) I PROTECT EXISTING MEDIAN 1 060--.1-- - --�----- -----�,--.-�----���---------,--�.---,-.--,�-�-�,---������,-�----�.-"--------.�,-,�.--"-,���--,�-�-,-� -- --.-.--i------,-----------.----------.--.---- ---------- — I I -[-,--,-,-----"--,-,-",---- . . I INSTALL #3 1/2 PULL BOX PER CALTRANS DETAIL ES-8. EACH 3 @) I REMOVE EXISTING CATCH BASIN EACH 1 �0 . � � � lil — -- -----��--�-,-"----,--�--------��,-�-�-,-�-.,-----,-,",-,--It----------I-,----------------------- --"------,-------,--"-----------_1--1--1----,------I---1--- - -------.--.-.--�-�-�-�-----�--�-��-,--------------,-,-- - — k i i I � (5 REMOVE EXISTING P.C.0 SIDEWALK S.F. 919 -\'\ I � � i i I I — ---------l-------l--.l--- ,��-.,-,�"--���"--"I,�,-,---[-""---,�---.�-.....- - 1--�,-�-..,--.-I,.---.-�---�----,- ��-�--li- --,--�-----�--,�--.---.-.- --l----,-,-,-,------------I--,-,-------- .---------- ----- --------- -,---,- -,----- INSTALL 2" METALIC CONDUIT WITH 2#10,1#8 GROUND L.F. 283 1 1 e A lil -.----I L.F. 152 1 F-,----, 'I 1 --- ---- I X11 / 1. — - - [-----.-.-�,.---.-,-.,.-�-----�.-I'�,��--�-�-1--�,--,L,--�,,,-,�-----------I,.---- -�.�----�---�-------[--.-.--..�,-- �------.�.---L--,---�1�-�-----I-�-----�,-.--.-I-.-,�,-�- --.-..---,--]-.-�l.-Il-----��-���......---.--.------- -----.-------1 RELOCATION OF CURB INLET ALONG 11,4VeN . &'�-?qte)? I EXISTING CONDIIUT ENING CATCH BASIN PER CITY STD NO. 300, (W=22') W/ LOCAL DEPRISSION PER CITY STD 307 CASE "A" UNITS 1 zl�s -&9e � E ---------- NEAR SIDEWALK PER CITY OF STD. DWG NO. 114 AND LANDSCAPE ARCH PLANS. --- --- ------ S.F. 925 ^ /\ CITY LAN NO. 104 L.F. DISCRIPITION OF REVISION DATE APPROVE 1�1 RELOCATE STREET LIGHT-REMOVE FOUNDA77ON EACH 2 (�� CONSTRUCT CURB AND GUTTER, TYPE A2-8 PER CITY STD. P 153 \---� LINE S-3 — - - (j� , PROTECT EXISTING GAS LINE - , 'O C11 IC A 0 0 (�� PROTECT EXISTING CURB AND GUTTER — CITY OF RANCH u AMONujow%A -- ' LEGEND .t PROTECT EXISTING PCC SIDEWALK - ZL � — (�O , CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 300, (W=7') W/ LOCAL DEPRISSION PER CITY STID 307 CASE "Apo EACH 1 ::E PUBLIC STREET IMPROVEMENT PLANS INDICATES INSTALL NO. 3 1/2 PULL BOX (�� I REMOVE EXISTING 24"O R.C.P. EACH 1 to = PER CAL TRANS STANDARD DWG. ES-8. -- - — SCALE: 1 =20 FOOT 9220, 9260 & 9280 HAVEN AVENUE - (�o INSTALL NEW 24"0 R.C.P. 1500D � ------ — L.F. 169- F�l/x//;//////w/l///�d 1��- "I M,'', r-1 INDICATES INSTALL NO. 3 1/2 PULL BOX (�� SAWCUT STRAIGHT NEAT LINE L.F. 276 1 k/>�0////W//M/////j "I ILLLL�Lm (n RANCHO CUCAMONGA, CALIFORNIA L--J PER CAL TRANS STANDARD DWG. ES-8. ---- 0 10 20 30 40 0 1 CONSTRUCT 50' A.C. OVER 6" A.B. - S.F. 2,983 - HAVEN AVE. - 550'+750'+ NORTH & - "-' EACH REVISION DATE: ' -----, (�� REMOVE EXT'G CONCRETE COLLAR 1 ,� /�-� INDICATES EXT'G STANDARD ELECTORLIER RO BE RELOCATED - - m PROJECT STORM DRAINS PER DETAIL THIS SHEET PER CITY OF R.C. STD. 329 EACH ---------2 ---- -- MAY 22, 2007 - . . 0--o-0 INDICATES RELOCATED STANDARD ELECTORLIER (�� PROTECT EXT'G 24"0 R.C.P. - EACH 1 APPROVED BY: 0 0 10 . DATE: CONTRACTOR TO INSURE LAMP IS IN GOOD WORKING CONDITION 3 PIPE CONNECTION TO EXT'G STORM DRAIN PER CITY OF R.C. STD. DWG. ,328-SECTION B-B ---- --- - EACH 1 Z�/ i ,y,?.OFE S11) CITY ENGINEER: I IF NOT USE, 150 WATT, TYPE MC-11, HIGH PRESSURE SODIUM VAPOR 39 INSTALL STREET TREES PER THE NOTES AND LEGEND ON SHEET 1. EACH 2 1 //� ,,, "..... LAMP MOUNTED IN A G.E. M-25OA2 LUMINAIRE OR AN EQUAL I - DESIGNED BY: — RECOMMENDED: ALTERNATE APPROVED IN WRITING BY THE CITY ENGINEER. 4 CON R CITY OF R.C. STD. DWG. NO. 318 EACH 1 -- - 91BIR— M AM PENING CATCH BASIN PER CITY STD. DWG. NO. 300 (W=14") W1 LOCAL DEPRISSION PER CITY STD 307 CASE EACH i 1�? s 2/0�lilv --------------- UGE -------- INDICATES EXISTING CONDUIT TO REMAIN --- �ORC Q� No. r-1 UNDERGROUND SERVICE ALERT m - SAN BERNARDINO BENCHMARK 130-4: 1 Ll 0-1 .IV DRAWN BY: CIVIL ENGINEERING SHEET . DRIVE PIN TOP OF CURB AT INTERSECTION 6TH 0 CALL' TOLL FREE EXP. 12-31-07 * -S-IT.E---DEVELOPMENT PLANNING --..-- . UGE— INDICATES INSTALL 2" METALIC CONDUIT. J, JAS 670.....E. PARKRIDGE AVE #101 4 OF 5 Ally- If - I �� cl 1. I NOTE: ON SOUTH SIDE OF - I I I u u Z Z -%0%e% CORONA, CA 92879 DRAWING NO. QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED 6TH ST A -8f%^-e"r'%7-26uu , ---- INDICATES EXISTING CONDUIT TO BE REMOVED OR ABANDONED � . 41 OF CA CHECKED BY: TEL: 951.734.6330 FAX: 951.734.5848 L— FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND BID A COMPLETE JOB. ELEVATION : 1069.89 L TWO WORKING DAY BEFORE YOU DIG 11, ----- ----, - JW RAMCAMORAMCAMGROUP@COM ,�2129 - "�� � 7 --- - - :� �7 : ,- - - I--- - r__-- - I T--- I . - ,-> -- :7 7--Z��-��- . I f f -1 I ' - -- ----' ---- ------'- - ' ' � J� --- - '- - 'or -- �,- 4E T'G--8-7-S -�-tl LL� *1 6 , -6, ­ --- -- - I -I , - � -----t- -- I /" ? 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