The URL can be used to link to this page

Home My WebLink About242110. YyVmr'\ Nlr� ANU LAILNIVK �lllttlb Z)HALL ft KLHI IN A NLAI, ULLAN, MAIM[) FKLL, 62' ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST EXIST. IMPROVEMENTS OF THE CITY INSPECTOR. CL 17. NATIVE SOIL IS TO BE SCARIFIED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 12' 18' is' 14' 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO 5.5' 6.5 CURB 7.5' 6' 0.5' EXCAVATION. PHONE NO, 811. EXIST. AC PVMNT EXIST. 8" CURB & GUTTER PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 2% 27. 1.7% CUCAMONGA VALLEY WATER DISTRICT SOUTHERN CALIFORNIA GAS COMPANY 10440 ASHFORD STREET 1981 W. LUGONIA AVENUE EXIST. CONC,_j EXIST. 8" CURB & GUTTER EXIST. CONC. RANCHO CUCAMONGA, CA, 91730 REDLANDS, CA, 92374 SIDEWALK SIDEWALK PHONE: (909) 987-2591 PHONE: (800) 427-22GO KEWON WAY VERIZON SOUTHERN CALIFORNIA EDISON COMPANY Sc " 1400 E. PHILLIPS BOULEVARD 7951 REDWOOD AVENUE ALE: 1= 10' POMONA, CA. 91766 FONTANA, CA. 92336 PHONE: (800) 483-3000 PHONE: (909) 367-6581 PRWATE ENGINEERS N0110E TO CONTRACTORS 19. THE FINAL SURFACE LAYER Of ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 'SHOWN ON THESE PLANS ARE OBTAINED PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT : REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. THE UTILITY'' LINES SHOWN ON THESE DRAWINGS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 20 ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT BEHIND THE SIDEWALK, THIS 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 21, WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SPECIFICATIONS. THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF 'LORI MEANS ACCEPTANCE .OE-LON91TIONS. CONTRACTOR SHALL COMPLY WITH ALL NP.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD, QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT 1 RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES, EXIONG SURWY MONUMENTA11ON.- AL 4 F ROLLED CURB ° I NLMLOT ULM[IrT THAT COULD BE DISTURBED THE FIELD ARE SHOWN DATED: I HAVE ]ULP411FItU ALL :)UKVLT MONUMENTS OF RECORDS) THAT BY THIS PROJECT ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: NONE. N r -1 7 No. 7635 0 Exp- 12-31-2016 BASS OF BEARINGS THE CALCULATED CHORD BEARING OF N 35'25'36" W FOR THE RECORD CURVE DATA, D=103'30'42" R=498.00' L=899.70',ALONG THE CENTERLINE OF KENYON WAY, AS SHOWN ON PARCEL MAP No. 11105, PMB 132/32-34, IS USED AS THE ANTHONY HARM P.L.S. NO. 7635 SCL CKED BASIS OF ALL BEARINGS FOR THIS TRACT. WEAKENED PLANE JOINT ea 6" CF FLOWLINE- ?IVEWAY PER CURB & GUTTER LWEAKENED PLANE JOINT (Typ) ROLLED CURB PLAN DETAIL B-8 I 11111111001!pl!fV01�1CF LINE Cf URB & GUTTER WEAKENED PLANE JOINT (TYP) TRANSITION FROM ROLLED CLfRB moll "M - a NOTE: CLASS "B" CONCRETE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS IN —MAINTAIN GUTTER GRADIENT —WEAKENED PLANE JOINT ISOMETRIC MEW M:EADOWLANE PLACE AND GRIMALDI ROAD PLAN AND PROFILE CURB TRANSMON DE TAL STRIPING PLAN 4 NIS Q�) A, DET&ILS s v As' ak'-�N, INC. 2280 WARDLOW CIIRCLE CORONA, CA. 92880 P 951) 739-5442 #'HONE: (909) 481-6322 PHONE: (951) 710-1161 ............. ............. ............ .......... _ ...................... .......... rra'R STREET IMI R .................... APPROVED ®. CITY ENGINEER ENT rP 0% LANS 1.85uo S TITLE HEET V) .............. ............. .................................... ............ ........... ............ ........... DATE: aco/otholu GB; WN SCL CKED WLI DATE MARCELO WAY MLOM COUFff LOCHM PLACE C5 025-46'20- 318,00 143.04 72.75 I IUI'q OT KtV [Zjl;UN DATE APPRO VED i .. ............ - .......... .. ....... ----- -------- ------------- ......... . ............... NE LARK DRI C6 " 02546'20 300.00 134.914 68.63 CITY of RANCHO CUCAMONGA C7 015'29'00" 318-00 85.93 43.23 z PLAN & PROFILE Ld C8 015 °2'9'00" 282.00 78,21 38.34 TRACT NO. 18508 0 Cb 0`01 5p ............ 5 7 C9 0915'42'00" 27.00 45J0 29.83 A," -A I , x cb 10' 6 50 7u� 6 C1 G9�5'42'00" 27.00 45.10 29.83 STA. 3+9728 TO STA. 10+00.00 Ld Uj P, Xz- C11 015 29 00 300-00 81' .07 40.78 Row 2016 0 0048 D .......... I .......... ---------- ............. .......................... ............... ................ ................... .................... ........................... ........... .......................................... APPROVED BY: DATE: OW101 190(tv -j CITY ENGINEER RCE: 67514 K' A 5' 6 21' p 5' . ............. . .......... Sr- �ED CQ TWO WORKING DAYS BEFORE ik R: No. 36637 G B MADOE L 9302 MTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, GA. 91730 YOU DIG xp: DRAWN PHONE: 909.481,6329 SHEET ca STA. 9+21-96 ROUND SERVICE ALERT ST A. 9:+37.17 ST A. 35+87.08 clvo� Enginceiing Communities for Lifie FAX: 909.481,6320 SCL 2 5 CHECKED 12 99&RCE No 36637 00 cl. CB, W=21', V=7.5' cL CB, W= 10, V=8.11 cl. GB' W-101, V-7.9' DRAWING NO. 1 SCALE: 1 10' SCALE: 1 10' SCALE: 1 10' WLI DATE —�lfh FILE No -2421 --JL ' IRBREP119-14 u 47' V.'C. L/4 41 L-4 I U;. ,, == 4 ' GNMAM ROAD AVON& 17 SEE RIGHT M"EADO"WLANE FLAUC CURVE TABLE II twC4 CONSTRUC'nON N83*26'00"W NOTES: N68-04'50"W 1 • N44-0300"E CONSTRUCT 6" CURB & GUTTER "A2-6" PER CITY STD. PLAN NO. 104. 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN 110,103, W=4' 1402*19'02"W 0— CONSTRUCT MODIFIES DRIVE APPROACH PER DETAIL ON SHEET 1, GNMAM ROAD AVON& 17 SEE RIGHT M"EADO"WLANE FLAUC CURVE TABLE II twC4 CONSTRUC'nON NOTES: 1 CONSTRUCT 3" MIN. AC OVER 4" MIN. CLASS 2 AGGREGATE BASE (UPON CITY/SOILS ENGINEER'S APPROVAL). CONSTRUCT 6" CURB & GUTTER "A2-6" PER CITY STD. PLAN NO. 104. 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN 110,103, W=4' UNLESS OTHERWISE NOTED. 0— CONSTRUCT MODIFIES DRIVE APPROACH PER DETAIL ON SHEET 1, 5 CONSTRUCT ACCESS RAMP PER MODIFIED DETAILS ON SHEET 4 & 5. CONSTRUCT LOCAL DEPRESSION PER CITY STD.PLAN,N-0.307, CASE PER DETAIL. 7 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. SCALE IN FEET 0 40 80 120 1:60 II twC4 CONSTRUC'nON NOTES: 1 CONSTRUCT 3" MIN. AC OVER 4" MIN. CLASS 2 AGGREGATE BASE (UPON CITY/SOILS ENGINEER'S APPROVAL). CONSTRUCT 6" CURB & GUTTER "A2-6" PER CITY STD. PLAN NO. 104. 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN 110,103, W=4' UNLESS OTHERWISE NOTED. 0— CONSTRUCT MODIFIES DRIVE APPROACH PER DETAIL ON SHEET 1, 5 CONSTRUCT ACCESS RAMP PER MODIFIED DETAILS ON SHEET 4 & 5. CONSTRUCT LOCAL DEPRESSION PER CITY STD.PLAN,N-0.307, CASE PER DETAIL. 7 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. (INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401-A & 401-B. �COORDINATED INSTALL STREET LIGHT 5800 LUMEN H.P,S,V.-EQUIVALENT LED BY S.C.E.; SCALE IN FEET 0 40 80 120 1:60 7_1 -1 111 AN, 11 Alm NOTE- SEE SREET 4 & 5 FOR RAIMP ETAILS s e, "NAS twC4 CONSTRUC'nON NOTES: 1 CONSTRUCT 3" MIN. AC OVER 4" MIN. CLASS 2 AGGREGATE BASE (UPON CITY/SOILS ENGINEER'S APPROVAL). CONSTRUCT 6" CURB & GUTTER "A2-6" PER CITY STD. PLAN NO. 104. 3 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN 110,103, W=4' UNLESS OTHERWISE NOTED. 0— CONSTRUCT MODIFIES DRIVE APPROACH PER DETAIL ON SHEET 1, 5 CONSTRUCT ACCESS RAMP PER MODIFIED DETAILS ON SHEET 4 & 5. CONSTRUCT LOCAL DEPRESSION PER CITY STD.PLAN,N-0.307, CASE PER DETAIL. 7 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134. (INSTALL STREET NAME SIGN PER CITY STD. PLAN NO.401-A & 401-B. �COORDINATED INSTALL STREET LIGHT 5800 LUMEN H.P,S,V.-EQUIVALENT LED BY S.C.E.; PAID FOR AND BY THE : DEVELOPER. @—ADJUST MANHOLE RIM & COVER / CLEANOUT TO GRADE. ADJUST WATER VALVE COVER TO GRADE. @—SAWCUT/REMOVE EXISTING CURB & GUTTER TO LIMITS SHOWN ON THE PLAN. (SAWCUT 1' FROM EDGE OF EXISTING GUTTER A 8— INSTALL STREET TREE PER NOTES AND : LEGEND ON THIS SHEET. 15 CONSTRUCT CURB TRANSITION (6" CF TO 8" CF) @_ RELOCATE EXISTING UTILITY POLE, BY CORRESPONDING UTILITY COMPANY, COORDINATED AND PAID FOR BY THE DEVELOPER. (1127�—REMOVE OR RELOCATE MISCELLANEOUS STREET SIGNS. 1 _ PROTECT -IN -PLACE 7_1 -1 111 AN, 11 Alm NOTE- SEE SREET 4 & 5 FOR RAIMP ETAILS SMPING GENERAL NOTES: 1 . ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING ING AND MARKINGS AND THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED OR DIRECTED BY THE CITY ENGINEER. 2. PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE : STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING PROVISIONS. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE CITY MAINTENANCE STENCILS, (S.A.E.) UNLESS OTHERWISE NOTED, B, ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE : REMOVED BY WET SANDBLASTING. N N C. SUFFICIENT CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE : REPLACED PRIOR TO INSTALLATION OF STRIP: ING AND MARKINGS. D. ALL CONTROL POINTS AND SPOTTING REMOVED DURI NG SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATION OF STRIPING AND MARKINGS. E. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. F. ALL STRIPING AND PAVEMENT MARKINGS 1: STALLED ON NEW ROAD SURFACES SHALL BE APPROVED LOW VOC TYPE, 15 MIL THICK (WET). INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. G. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. H. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVERNIGHT, WEEKEND OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE SATISFACTION OF THE CITY ENGINEER. I. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN ACCORDANCE WITH THE CITY AND STATE STANDARDS. J. TEMPORARY OR CONSTRUCTION STRIPING AND MARKINGS SHALL BE IN ACCORDANCE WITH THE CITY AND STATE STANDARDS AND AS DIRECTED BY THE CITY ENGINEER, 3. STREET NAME SIGNS SHALL BE INSTALLED PER CITY OF R.C. STD, NO. 401-A. 4, TRAFFIC SIGNS SHALL BE INSTALLED PER CITY OF R.C. STD. NO, 401-& U N W y i : A SCAL : 1 53 --40 9 1. REMOVE ANY CONFLICTING STRIPE BY WET SANDBLASTING. Z ALL LEGENDS, SYMBOLS, LIMIT LINES, AND CROSSWALKS SHALL BE THERMOPLASTIC EXCEPT WITHIN BIKE LANES. 3. DAMAGED OR REMOVED TRAFFIC SIGNAL DETECTOR LOOPS SHALL BE REPLACED OR REPAIRED AND RETURNED TO ACTUATED SERVICE WITHIN 72 HOURS EXCEPT AS DIRECTED BY THE ENGINEER. v rl ............. I .............................................................. ................. ............ ......................... I ............. . ........................ REVISE ACCESS RAMP ....................................... .......................... - ................................. ............................... .................... .. . ..... ...... R ,DESCRIPTION EVISION DATE APPROVED .......... ........... ........... ........... ISIGA ""A v CITY of RANf%H!v Ulto ■ .. .. . .... . RAWN SCL �HECKED WLI vs �4 �. \ RAMP DETAILS Row - 0004 i-� APPROVED BY: .,``.. ATE: bi} +` y i6. r. �. 6637 DRAWING 1; i WLI s DA E FILE No 2421 if tt tK Y 47. 0 J'CF 47- /�tt��,Ff vL . ,g RAMP DETAILS Row - 0004 i-� APPROVED BY: .,``.. ATE: bi} +` y i6. r. �. 6637 DRAWING 1; i WLI s DA E FILE No 2421 if