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HomeMy WebLinkAbout2330wi F _ U C] Z Q m � \04, PLA NT I� Li' AL! O N'D W w > c/yq t]C Cl Q N V) NEB a_ < W Q > Q HILLSI E RD. w = HILLSIDE ORCHAR1 Li w' w < Q d WILSON AVE. G �v ` < ILLJ U L BANYAN = ac Q c� S E E T Lj <I > LEMON AVE. Iz 'w HIGHLAND AVE (° -210 19th ST. > VICTORIA Q V M OiN TE VISTA ST. �' �MI11O1, TE IISTA ST. 2� c Q < > �'�Q >Q i'f Ldl F— Li �Q � �!� 'I m z Q U Y w W U Q 0 BANYAN ST r r r r r r r r r r r r R K LIB r < W W' Ld > > w BASE LINE ROAD Q Q w — W Ld Lei PKWY Q > w T Z Q J > Q m Q w z = Q' CHURCH ST. � > U U J W z _ _ U 0 D U O Q CL, ILL SAN BERNARDINO RD w < = w FOOTHILL BLVD. (SR66) 7_ Q w z. i;l 4 =k ffl�% d 114 4 wiLo ANN41 a -A ol 4A A-010 F, :lA I iTei =E:11:111 I omg:J onfolq 1 =164 r r WILSON AV rr r r r r r W r r r Q r r l Q BANYAN ST w �(I -210 ULU HIGHLANQ AVE. r - � Rimi ILL] W of Z U Q = Q U C) Y — W w U 0 I! Q CITY Lv z ®ALL R Lidi Q = CIVIC C TER DR Lij ROUTE — J 9'th ST. 26th JERSEY BLVD. >' a F SON 8th ST. J Q CCU �I 1 Q 70 F 25th 24th =HU �OYT O' W Z W U �/ CUCAMONGA GAUSTI PAR BRIDGE I.D. BRIDGE LOCATION TWENTY— FOURTH STREET AT DEER CREEK CHANNEL — SHEET INDEX th STREET h STREET 4th STREET W > Q z W J O — — — — — 54CO461 TITTLE SWEET f LOCATION MAP - — — — — — — — — — — — — — — — — — — — — 1 TWENTY — FOURTH STREET BRIDGE AT DEER CREEK CHANNEL — — — — — — — — — 2 CHURCH �P W Q 0 z W ARROW ROUTE A T& S F R R 6th STREET NTARIO ' —10 FREEWAY L1J Q I-_ 07 W WHITTRAM VE NAPA ST. r r r r r / r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r N SEVAINE r r r r SYSTEM r r r r rrr.r r r r r r r r r r r r r r r r r rrr SUMMIT rr.- -- r r r BEECH r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r cy- W r r r r r r r r r r r r r r r r VICTORIA ST. BASELINE AVE V FONT TANTA N.T.S. / w Q `V \ o > SAN BERNARDINO RD � �<v� FOOTHILL BLVD. 12E ¢ IT \ Of �� w = Q a = CIVIC CENTER ARROW ROUTE 26th F 7 25th X0 2 Q FERON 4 h HU �OLT `mot 8th ST. (D' a J o bi m Q ry \ Q bi z w V 7th STREET 6th STREET / EXISTING SURVEY MONUMENTATION ALL EXISTING SURVEY MONUMENTS WHICH MAY BE DISTURBED BY THIS PROJECT SHALL BE REFERENCED BY THE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT, PRIOR TO THE START OF CONSTRUCTION. ALL MONUMENTS DESTROYED BY THE CONTRACTOR'S OPERATIONS WILL BE RESET BY THE CITY'S CONSTRUCTION SURVEYOR. THIS WORK WILL BE PERFORMED AT THE CITY'S EXPENSE. PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT: THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT FOR ENTRY INTO THEIR RIGHT -OF -WAY TO CONDUCT WORK GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- 2012 EDITION, CALTRANS STANDARD PLANS, MAY 2010 EDITION, SHALL BE UTILIZED WHEN CALLED OUT ON PLANS. 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 PROTECTED IN PLACE AS REQUIRED AT NO COST r. 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE UTILITIES AND SUBSTRUCTURES WITHIN THE CONSTRUCTION LIMITS OF THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF THE CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO START OF CONSTRUCTION OR ANY PROBLEMS. 6. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO START OF EXCAVATION. 7. PROVIDED FOR CONTRACTOR'S CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ....... (626) 969 -7911 ............................... ............................... CONTACT MR. DAVE JOHNSON FOR BASE LINE RD. 1402 N. VOSBURG DRIVE CA 91702 AZUSA, B. VERIZON ........................................................................................................ ............................... (760) 245 -0330 C. SOUTHERN CALIFORNIA GAS COMPANY •.•••••••••••• ................••••••••••••.•.......••.••• ..................•..••.•.••••• (909) 335 -7583 P.O. BOX 3003 (909) 335 -3919 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT ..... (213) 217 -7807 ................................................. ............................... 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 E. CHARTER COMMUNICATIONS CORPORATION ................................................... ............................... (951) 343 -5171 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA 92407 F. SOUTHERN CALIFORNIA EDISON COMPANY .......•.• (909) 357 -6221 ................. ............................... 7951 REDWOOD AVENUE FONTANA, CA 92336 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE CITY OF RANCHO CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOUR AND /OR ROAD CLOSURES. 9. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT (909)477 -2740, MONDAY - THURSDAY, AND AT LEAST TWO WORKING DAYS PRIOR TO THE CONSTRUCTION START DATE. 10. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PRIOR TO ANY CONSTRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHTS -OF -WAY. 11. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED FOR DIRECTION IMMEDIATELY TO THE CITY. 12 WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 13. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE 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. JUN 3- -- 2014 :T .�i F WILT QROFESS. /ti co > No 38893 u' m � Exp. 03 -31 -15 -:D sT C I V ' \, �Q NOTES: 1 . THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD ELEVATIONS AND DIMENSIONS BEFORE OIRDEIRING OR FABRICATING ANY MATERIAL. 2. ALL DIMENSIONS ARE IN FEET UNLESS OTHERWISE SHOWN. 3. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT (800) 227 - 2000, TWO WORKING DAYS PRIOIR TO START OF DIGGING. 4, CONTRACTOR SHALL TRIM, ADJUST, REMOVE, RESTORE AND MATCH UP ADJACENT IMPROVEMENTS IN LIKE KIND, SUCH AS COBBLESTONE, AC PAVEMENT, LANDSCAPING AND IRRIGATION TO MATCHUP TO PROPOSED IMPROVEMENTS. ,I 9 4)* z. D w �� II 6 z LL] Ln I— rVl Ad 1 32' 5 Q I� w LL_ z 0 - - - TOP GU " �<" �- _ � ,^ _ - - - �, AND E POINT � z � A — _ _ — � —iT 7 I T a D _ w LL-1 LL_ z D 7 Q c� w w z 0 D 10 27.25 M EKST. METAL BEAM r, GUARD RAKING w X PROTECT IN PI ACE � r,� w w �v LL- W W'U z Z o 0 0 0 fU1 7 Q c� w w z 0 D 10 CC] M Q �W � z U z w �v LL- W W'U z 0 o 0 Z 0 D DIRECTION OF TRAFFIC. LIMITS OF "CLEAN BRIDGE AND APPROACH SLAB" AND "METHACRYLATE RESIN TREATMENT ". rr z LL] O U, �z Z. Q W 9 _ Q w m0U * 4 Jz� 4 Q z , M- M LLI U II Q W Q 0 x U X _D cr� w o w n 4 .8' V � II 21 0 L _ .. z z 0 z o X 5 cr� 0 d- w 4.8 Ln Ln _ Ln �JWM — — — — — — — — — — CB (_0� - N 6 3 ^ �-- 3 2 0 24TH STREET 3 6 3 50 1 / N 2' GUTTER TRANSITION T -C T_B I % P. P. LQ 5 5.2 Ln 21.2' X D i X i 4 9 1 AT DEER CARAIEEK CHANNEL NO SCALE Q z w w z D * *Each driveway approach shall be constructed to maximize drivable width necessary to accommodate Flood Control District vehicular access, and shall be field coordinated with the District's inspector to ensure that the reconstructed driveways sufficiently provide District access as commensurate with the pre- existing access widths as possible. CONSTRUCTION NOTES O SAWCUT AND REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED WORK. CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES OF CRUSHED AGGREGATE BASE. CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN N0. 104) W AS SHOWN ON PLANS. 4 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101. TYPE R -2, 8" THICK, WIDTH PER PLAN AND AS NOTED * *. 5 CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103. 8" THICK BEHIND DRIVEWAYS. 6 CONSTRUCT LOCAL DEPRESSION, CASE E, K =5 FEET, G =2 FEET, PER CITY STANDARD PLAN NO. 307. CLEAN BRIDGE AND APPLY METHACRYLATE RESIN TREATMENT. � ADJUST UTILTY BOX AND CODER TO FINISH GRADE. (�)_ CONSTRUCT 4" AC DRIVEWAY OVER COMPACTED NATIVE 10 PRIOR TO CLEAN BRIDGE DECK, REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING CONCRETE PER DETAIL ON THIS SHEET RAPID SETTING CONCRETE PATCH (USE PAVEMEND SL BY CERATECH OR APPROVED EQUAL) SAW CUT VERTICAL EDGE I" DEEP MAX. (TYP) EXISTING REINFORCEMENT TO REMAIN EXISTING CONCRETE DECK SURFACE APPROXIMATE [ SURFACE A REMOVING UNSOUND CONCRETE AND CLEANING 2" JOINT SPALL REPAIR DETAIL -- 711\ JUN 3. 2014 'OFIESS Al AS SUILT N No. 38893 Z 1 Exp. 03 -31 -15 rr7 s� C IV �TF CF CALF k If NO SCALE CC] M J LL_� �v z z 0 0 X i 4 9 1 AT DEER CARAIEEK CHANNEL NO SCALE Q z w w z D * *Each driveway approach shall be constructed to maximize drivable width necessary to accommodate Flood Control District vehicular access, and shall be field coordinated with the District's inspector to ensure that the reconstructed driveways sufficiently provide District access as commensurate with the pre- existing access widths as possible. CONSTRUCTION NOTES O SAWCUT AND REMOVE EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED WORK. CONSTRUCT 5 INCHES OF ASPHALT CONCRETE PAVEMENT OVER 6 INCHES OF CRUSHED AGGREGATE BASE. CONSTRUCT P.C.C. CURB AND GUTTER PER CITY STANDARD PLAN N0. 104) W AS SHOWN ON PLANS. 4 CONSTRUCT P.C.C. DRIVE APPROACH PER CITY STANDARD PLAN NO. 101. TYPE R -2, 8" THICK, WIDTH PER PLAN AND AS NOTED * *. 5 CONSTRUCT P.C.C. SIDEWALK PER CITY STANDARD PLAN NOS. 101 AND 103. 8" THICK BEHIND DRIVEWAYS. 6 CONSTRUCT LOCAL DEPRESSION, CASE E, K =5 FEET, G =2 FEET, PER CITY STANDARD PLAN NO. 307. CLEAN BRIDGE AND APPLY METHACRYLATE RESIN TREATMENT. � ADJUST UTILTY BOX AND CODER TO FINISH GRADE. (�)_ CONSTRUCT 4" AC DRIVEWAY OVER COMPACTED NATIVE 10 PRIOR TO CLEAN BRIDGE DECK, REMOVE UNSOUND CONCRETE AND PATCH WITH RAPID SETTING CONCRETE PER DETAIL ON THIS SHEET RAPID SETTING CONCRETE PATCH (USE PAVEMEND SL BY CERATECH OR APPROVED EQUAL) SAW CUT VERTICAL EDGE I" DEEP MAX. (TYP) EXISTING REINFORCEMENT TO REMAIN EXISTING CONCRETE DECK SURFACE APPROXIMATE [ SURFACE A REMOVING UNSOUND CONCRETE AND CLEANING 2" JOINT SPALL REPAIR DETAIL -- 711\ JUN 3. 2014 'OFIESS Al AS SUILT N No. 38893 Z 1 Exp. 03 -31 -15 rr7 s� C IV �TF CF CALF k If NO SCALE