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HomeMy WebLinkAbout2266O l I4 h 0 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - 2006, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY, 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB- GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE PREPARED BY THE CITY LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 8. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE PREPARED BY THE CITY LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 9. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 10. 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 FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL 11. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB- GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. 12. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 14. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1 -800- 422 -4133 TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. 16. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 18. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE , SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE KANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGKIION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL. DETERMINE THEIR LOCATIONS A DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO THE STMT OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHAW CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OCCUPATIONAL SAFELY AND HEALTH REGULATION' OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS'. THE CARL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE 'OCCUPATIONAL HEALTH AND SAFETY REGULATIONS' OF THE U.S. DEPARTMENT Of LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS`. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ELUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. St►�eet impeovemenf P/ans fog r iµe iivAkll T.C. TOP OF CURB C.F. CURB FACE A.C. ASPHALT CONCRETE F.L. FLOWLINE LIP LIP OF GUTTER T.G. TOP OF GRATE INV. INVERT OF PIPE T.W. TOP OF WALL T.F. 70P OF FOOTING H.P. HIGH POINT F.S. FINISH SURFACE F.G. FINISH GRADE GR. BRK. GRADE BREAK F.F. FINISH FLOOR C.L. CENTERLINE R/W RIGHT -OF -WAY PT. POINT fjJa EXISTING TREE TO BE REMOVED CROSS GUTTER (FOR STEEP GRADES) PER CRY OF RANCHO CUCAMONGA PROPOSED GRADED SLOPE tJ PROPOSED ASPHALT CONCRETE PAVING QQ FIRE HYDRANT S.F. SHEET FLOW DRAINAGE \".�.../ EARTH SWALE AND DIRECTION OF FLOW 3.80 % - GRADE WITH DIRECTION OF FLOW �(87}--' --- EXISTING GRADE CONTOUR LINE 1332 PROPOSED GRADE CONTOUR LINE - " -x-a.- EXISTING CHAIN -UNK FENCE T PROPOSED CONCRETE BLOCK GARDEN WALL r PROPOSED CONCRETE BLOCK RETAINING WALL PROPOSED DECORATIVE FENCE /WALL PER e LANDSCAPE ARCHITECT'S PLANS R.D. ROOF DRAIN t_u� TRAFFIC SIGN ® REMOVE EXISTING EXISTING RETAINING WALL vt - - -- CONSTRUCT P.0 C. 8" CURB AND 24' GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, ®®� TYPE A2 -8 1,128 L.F. Q— CONSTRUCT 4' A.C. PAVEMENT OVER 4- CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100- A 7,700 S.F. CONSTRUCT 4- P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103 do 114. REFER CINNAMOMUM TO TYPICAL SECTIONS AND PLAN FOR WIDTHS. 3,585 S.F. 44 CONSTRUCT SINFLE RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102 2 EA. N 5 — NOT USED CONSTRUCT SPECIAL CROSS GUTTER (FOR STEEP GRADES) PER CRY OF RANCHO CUCAMONGA tJ STD. PLAN 10618 f 225 S.F. APPROACH 4r SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, l ! CONSTRUCT DRIVE TYPE C i 1,655 S.F. SO— CONSTRUCT MEDIUM CAPACITY CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. PLAN 107 -8 ( i EA. 99 -- SAWCUT AND R MOVE EXISTING A.C. PAVEMENT 5,605 S.F. 10 REMOVE EXISTING SFEE6 -PAST C14AIM UMK: FIWCF AFTER Cd»PL.6TIOLJ of CONSTRUCT1611 26 EA, 11 REMOVE EXISTIN� TRAFFIC SIGN 4 EA. 12 RAISE MANHOLE FRAME AND COVER TO FINISH GRADE 2 EA. 13 RAISE UTILITY C I IN AND COVER TO FINISH GRADE to EA. 14 INSTALL 5800 LEN HPSV STREET LIGHT CONDUIT PER S.C.E. STREET LIGHT PLAN 6 EA. 15 PLANT STREET THREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY STD. DWG. 502 SEE LEGEND 16 CONSTRUCT 3- IiIi.C. PAVEMENT OVER 4- CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100-A 15,100 S.F. 17 INSTALL STREET�NAME SIGN ON POST PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 -A I EA. 18 INSTALL STREET SIGN AS INDICATED ON POST OR LIGHT POLE PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 18 7 EA. 19 PAINT 4' SOLID YELLOW LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 100 L.F. 20 REPAINT 4- BROKEN YELLOW LANE LINE TO MATCH EXISTING CENTERLINE STRIPING ON HELLMAN AVE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 230 L.F. 2f PAINT THERMOPIIASTIC LIMIT LINE AND LEGEND PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 1 EA. ��/�— REMOVE 1"yPEE i I I PROPOSED P.Y.C. STORM DRAIN PROPOSED AREA DRAIN 22' W 14'1 Pq L > 111 2' z 4.5' 0.50' a a 2 w 1 1 1j.7% M►N- I x 2:1 MAX I 2X-► — 1 UTILITY CONTACT CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. WATER /SEWER: CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET P.O. BOX 638 3 RANCHO CUCAMONGA, CALIFORNIA 91730 \ 30' cc GAS : SOUTHERN CALIFORNIA GAS COMPANY (909) 335 -7965 12' 16231 VALLEY BLVD. a FONTANA. CALIFORNIA 92335 ELECTRIC : SOUTHERN CALIFORNIA EDISON COMPANY (800) 655 -4555 7951 REDWOOD AVENUE (909) 987 -6585 FONTANA, CALIFORNIA 92336 (909) 880 -0222 TELEPHONE : VERIZON (760) 245 -0330 v 16071 MOJAVE DRIVE, BUILDING A (909) 469 -6340 1 VICTORVILLE, CALIFORNIA 92392 1 CABLE : CHARTER CABLEVISION (909) 343 -5165 6680 NEW PARK COURT t RIVERSIDE, CALIFORNIA 92503 27.-- -- FIBER OPTICS: SPRINT - TRANSMISSION DEPARTMENT (909) 873 -8022 / 282 S. SYCAMORE AVENUE RIALTO, CALIFORNIA 92376 MAX. T.I: =6 N.T.S. �V) v '�t tx 1 1 33' 11' Of iY 0 15 11 1U EXIST. GRADE T.I. =5 RANCHO ST TYPICAL SECTION N.T.S. -- 1 12' J W to I= 77 UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present of the work site. The center will inform you of who(m) they will notify. PROJECT BENCHMARK: CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10107: DESCRIPTION: 2" BRASS DISK IN TOP OF HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10107 1987" AT NORTHEAST CORNER OF HILLSIDE ROAD AND BERYL STREET AT SOUTH END OF DRAINAGE CHANNEL. ELEVATION: 1894.025 EXISTING SURVEY MONUMENTATION: I HERE -BY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: i�:[17:I�YdIP.IP. E. GUERRA R(k.E. 29224 R.C.E. 29224 EXP. 3/31/11 CONSTRUCTION NOTES FOR STREET TREES: 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. 2. PRIOR TO COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS AS DETERMINED BY THE CITY INSPECTOR. 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. i SYMBOL :•O ®®� AUSTRALIAN WILLOW CINNAMOMUM CAMPHORA CAMPHOR TREE t P IOJECT SHEET UECT SHEET L # DESCRIPTION 1 PROJECT TITLE SHEET 2 PLAN 8 PROFILE - HELLMAN STREET 3 PLAN & PROFILE - RANCHO STREET rull LLAeIYOlIEO 2 d7lf4cf7 TiPEfl ON RANCHO 7 -/� sT. - sEE s,/. 3 er C17 ©RkV129 CoNMUCTLON WOYE 10 11915 SEC.N. �'� 10 p Von UtIfA SOLi4[OJ DESCRIPTION OF REVISION DATE AP�� CITY OF RANCHO CUCAMONGA R.C.E. 29224 A T' y TITLE SHEET 4 c.5o EXP. i1/" ROW 2010 - 00 DRC 2009 - 005 &6 � 11 �Tf OF CAUEO� 1 �� 1 "Fi tie Jam' tation %vo. STREET IMPROVEMENT PLANS Dan Guerra HELLMAN AVE & RANCHO STREET _ 2Y, i z t r►I+ & Associates APPROVED BY: DATE 1 4 o SECC TION LEGEND cML M Lnro SURVEY" 4'iTY ENG / R.C.E. No 59872 3 EXISTING ASPHALT CONCRETE PAVEMENT TO 10271-0 TRADEMARK ulhEtl DESIGN MMENDED ® BE REMOVED PR teoclaer FA so ai•,� DGA Dan 6t4e ct A.C. PAVEMENT OVER CRUSHED AGGREGATE — 1 (o DRAWN DGA & Associates s E QF 3 BASE DAM E OU[3wn DATE CHECKED 10271-B TRADEMARK STREET DRAW NGt�No. Q R.C.E EXP. 1 -11 O C 86 'A FAX CAUFOFOAA 1528 LG6V PH 0 0 0 v a 0 r (TC4 t EXISTING 11MPROVEMENT Of f cw PER DWG( No. 1692 0 9 k 21f't fd E.C.R. OR CE \ \ –1-� AT �l 05 7 PROPERTY tNE EXISTING IKROVEMEN \ DWG. No v � —NORTH SCALE: 1 " =20' b UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG *CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. iT1 a G N V \ =r YELLOWS \ ` A 400'00+ �SO' SOLID YEL( \. 1S \ STA. 5+49.96 C.L. LLMA) RA Si I �-1 "Ta EXISTING ASPHALT CONCRETE PAVEMENT TO BE REMOVED MENA.C. PAVEMENT OVER CRUSHED AGGREGATE BASE r= I alp 7 EXISTING WA VEMews PI[R DWG. No. 64 M \ Y_ �� � .�. WW2, -, —) I v- -i 8 k \ a> t AVE I 1 + o 0 Vr^ o J I a I crff QRpFESg/p N OF FJMSiI N HATE APPIDDVO CM OF 9 C Z m R.C.E. 29224 Plan & Prage . 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OR CE \ \ –1-� AT �l 05 7 PROPERTY tNE EXISTING IKROVEMEN \ DWG. No v � —NORTH SCALE: 1 " =20' b UNDERGROUND SERVICE ALERT: CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG *CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will inform you of who(m) they will notify. iT1 a G N V \ =r YELLOWS \ ` A 400'00+ �SO' SOLID YEL( \. 1S \ STA. 5+49.96 C.L. LLMA) RA Si I �-1 "Ta EXISTING ASPHALT CONCRETE PAVEMENT TO BE REMOVED MENA.C. PAVEMENT OVER CRUSHED AGGREGATE BASE r= I alp 7 EXISTING WA VEMews PI[R DWG. No. 64 M \ Y_ �� � .�. WW2, -, —) I v- -i 8 k \ a> t AVE I 1 + o 0 Vr^ o J I a I crff QRpFESg/p N OF FJMSiI N HATE APPIDDVO CM OF 9 C Z m R.C.E. 29224 Plan & Prage . ROW 2010 - 00 DRC 2009 - 00586 F cl oa nuF � l °� See Station No, 177 s " IMPROVI M1?W PLANS k-16 E 61Uffvv WE R 2W4 DW. -11 HELLMAN AVENUE r � r or O. 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O 1� 11 i j FIRE TAUON { j . I_ No. " ' 7-j F.F. = 1855.0 PAD= 1853.9 0= 18'00'00- — — L= 27.65'-STA. _3+10.51 B.C. 0 I(,; la: \ ±--,j. , f irk FIM iv j R -1 18 7 \ RAW STN. 4 +55.48 B.C. C w_ N 89'38'56" E 306.61': 70.00 i R— \ BEG. Cb. STATIONING � STREET LI 14 x"-185 \ II FUTURE STREET AO! W CITY OF RANCHO CUCAMONGA BENCHMARK NO, 10074: 2" BRASS DISK IN CONCRETE EDISON VAULT STAMPED "CITY OF RANCHO CUCAMONGA BM 10074 1987" AT THE NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND MILLIKEN AVENUE, 30 FT EAST OF CENTERLINE OF MILLIKEN AVENUE AND 20 FT NORTH OF END OF ASPHALT BERM RETURN. ELEVATION: 1514.456 NOTE REGARDING EXISTING UTILITIES THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND UTITUTIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION NOTES �1 -- CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, TYPE A2 -8. 3�-- CONSTRUCT 4" P.C.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 103. WIDTH PER PLAN. �4 -- CONSTRUCT SINGLE RAMP RETURN PER CITY OF RANCHO CUCAMONGA STD. PLAN 102. CONSTRUCT SPECIAL CROSS GUTTER (FOR STEEP GRADES) PER CITY OF RANCHO CUCAMONGA STD. PLAN 106 -9. 0--CONSTRUCT DRIVE APPROACH dr SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PLAN 101, TYPE C. 13 RAISE UTILITY CAN AND COVER TO FINISH GRADE. 14 INSTALL 5800 LUMEN HPSV STREET LIGHT CONDUIT PER S.C.E. STREET LIGHT PLAN. 15 PLANT STREET TREE PER STREET TREE INSTALLATION NOTES AND LEGEND HEREON. PLANT TREES PER CITY OF RANCHO CUCAMONGA STD. PLAN 502. 16 CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE PER CITY OF RANCHO CUCAMONGA STD. PLAN 100 -A. i7 INSTALL STREET NAME SIGN ON POST PER CITY OF RANCHO CUCAMONGA STD: PLAN 401 -A. 18 INSTALL. STREET SIGN AS INDICATED ON POST OR L104T POLE PER CITY OF RANCHO CUCAMONGA STD. PLAN 401 -B. 21 PAINT THERMOPLASTIC LIMIT LINE AND LEGEND PER CITY OF RANCHO CUCAMONGA STD. PLAN 133. 1 y 22 R1r1104'E T.PEf ' z Yp iu. 4K �•. �5 v � c 33' SCALE: 1"=20' , 22' ft' Z t 91 FESSI k o AP 849.6 R.C.E. 29224 ��1!1iL�i EXISTING ASPHALT CONCRETE PAVEMENT TO BE REMOVED IMWA.C. PAVEMENT OVER CRUSHED AGGREGATE BASE LII e -C1. a ,, CALL TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTK3N ": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present of the worts site. The center will inform you of who(m) they will notify. Plan �. Proffle ROW 2010 - 00 DRC 2009 - 005 Five Station No. 177 STREET �MPROVENIENT PLANS © -'R1L RE 1f, • ,