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Home My WebLink About2421-DTESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. 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 FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL, 12. 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 THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS IN ACCORDANCE WI TH SECTION 7 OF THE STANDARD CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A SPECIFICATIONS, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT THE PROTECTION AND RESTORATION OF ALL PUBLIC AND PRIVATE SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE EXISTING IMPROV: MENTS OR FACILITIES AND PROVIDE FOR PUBLIC CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ACCESS AND SAFETY IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401—A AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE : CITY ENGINEER FOR APPROVAL. 16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17. NATIVE SOIL IS TO BE SCARIFIED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 811. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. A. SAN GABRIEL'VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 P.O. BOX 1299 AZUSA, CA 91702 B. VERIZON (800) 483-3000 1400 E. PHILIPS BLVD. POMONA, CA 91766 C. SOUTHERN CALIFORNIA GAS CO, (800) 427-2200 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10440 ASHFORD STREET P.O. BOX 638 RANCHO CUCAMONGA, CA 91729 E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVE, LAVERNE, CA 91750 F, ADELPHIA (800) 481-1115 1205 DUPONT ST. ONTARIO, CA 91752 G. CHARTER COMMUNICATION (909) 880-0220 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA. 92407 H. SOUTHERN CALIFORNIA EDISON COMPANY (909) 665-4555 7951 REDWOOD AVENUE FONTANA, CA, 92336 19. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABL : E PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. 21. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD SPECIFICATIONS. 0 r I ell VVYV.VVVVY~ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT * 0, Or I -IFT4 9 _9_ W *7 9 W, W , SHEET INDEX: TITLE SHEET --------------------------------------------- 1 S.D. PLAN AND PROFILE ----------------------------------- 2 , mm", ININN A! ilk 'k A 1 ,"* JL L ill I MR, L DATED: ' V V"' ANTHONY HA PO P.L.S. NO, 7635 No. 7635 Exp: 12-31-2016 A IN . "' M, Mum. SCALE: 1 11 BUTT JOIN T 95% RELATIVE COMPACTION MEN 9:0% Rl — COMPACTION IVIN. TYPE C2—AR-4000 A.C. FINISH SURFACE TO PLACED NO SOONER THAN 14 1 NOR LATER THAN 35 DAYS AFTER BASE PAVING. TYPE B--AR -4000 A.C. BASE CO BE PLACED WITHIN SEE NOTE 72 tOl AFTER CONSOLIDATION OF BACKFILL. W L IF DIST, IS < 41 THEN A.C, ,T+ 1" 3V KA!IqT PF PrkArWM ANIF) -------------------- KS U 0 a 0 0 12' 3' CRUSHED AGGREGATE BASE IN TRENCHES LESS THAN 10D' IN LENGTH, SEE NOTE #1. 12" BEDDING & SHADING PER UTILITY INVOLVED. IF NONE REQUIRED, USE CLASS 2 AGGREGATE BASE. AS PER -SUMNIDARD MG, NO. 341 NOTES: All trenches 100' in length or longe shall be bockfilled and consolidated per Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications, 2. Spread Boxes may be employed for trench paving jobs less than 500 tin, ft, 3, All joints shall be vertical butt joints; lop or feathered joints are not acceptable. 4, Unless otherwise instructed by the City Engineer, trench patch shall be siraight grode across width, and shall not be crowned at center. 5. Prior to placement of A,C,, pavement edge shall be cut to a clean vertical and straight edge with tack coat on face of cut. I 6t The entire traveled ]one, 12' 1 shall be overloyed with .10' min, C2---AR -40030 A.C. I using a self propelled paving machine (BARBER GREEN, BLMN KNOX or equal) for all 1, trenches 500' in length or longer. 00 7, Permanent A.C. patch, which Shall be arninimurn 0.25' thick or 0.10' thicker than existing - whichever is greater - (as directed by the Engineer in the field. C� CITY OF RANCHO CUCAMONGA, CALIFORNIA J_ APPROVED BY: STANDARD PLAN TRENCH REPAIR )1C 4 Ad 7 f( ("I 120 5 CITY E 6 Its DAJE USE WITH STANDARD spEcInCATION FOR PUBLIC WORKS CONSTRUCTION W R,C,E, 24953 SHEET I OF I VcNqmy hill NOT TO SCALE 11�1 GEWRAL ................. .......... EXISTING RIGHT OF WAY NOTES: EXISTING EDISON LINE G PRIVATE ENGINEER'S VC EXISTING TELEPHONE LINE S D N0110E TO CONTRACTORS MVC EXISTING WATER LINE RW .................. EXISTING RECLAIMED WATER LINE — --------- EXISTING SEWER LINE CF — 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTU: R ES SHOWN EP — FOR PUBLIC WORKS CONSTRUCTION — CURRENT EDITION, INCLUDING ITS ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST FLOWLINE ANNUAL SUPPLEMENTS AND AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON PROPOSED EDGE OF PAVEMENT WITH AND SHALL BE RESPONSIBLE FOR ADHI RENCE TO THESE STANDARDS E THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES PROPOSED EASEMENT AND SPECIFICATIONS. TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE I CONTRACTOR PROPOSED STORM DRAIN S FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. W POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT HDW — EXISTING FIRE HYDRANT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY EA ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROPOSED STORM DRAIN CATCH BASIN REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY 1 AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE I CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ON THESE PLANS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA DISCREPANCIES TO THE ENGINEER PRIOR : TO THE COMMENCEMENT OF ANY WORK. IT IS ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS, RIGHT—OF—WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGII EER. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB—GRADE ELEVATION AND AT NOT MORE CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED UTILITY BOXES AND LIDS, ETC. BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, CONTRACTOR SHALL PROVIDE E ALL THE NECESSARY PIPE FITTINGS TO CO: PLETE THE M MAINS, OR CROSSING'S SHALL BE CONSTRUCTED PRIOR TO PAVING. WORK. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE COMPACTING ORIGINAL GROUND AND ALL 'SUB — GRADES SHALL BE PERFORMED FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER RECORD. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO BIDDING AND CONSTRUCTION, THE ENGINEER IS NOT RESPONSIBLE FOR TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES. PAVING, 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. 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 FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL, 12. 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 THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE CONDITIONS IN ACCORDANCE WI TH SECTION 7 OF THE STANDARD CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A SPECIFICATIONS, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT THE PROTECTION AND RESTORATION OF ALL PUBLIC AND PRIVATE SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE EXISTING IMPROV: MENTS OR FACILITIES AND PROVIDE FOR PUBLIC CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. ACCESS AND SAFETY IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401—A AND 401-8 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15, CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE : CITY ENGINEER FOR APPROVAL. 16. WORK SITES AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY INSPECTOR. 17. NATIVE SOIL IS TO BE SCARIFIED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 811. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. A. SAN GABRIEL'VALLEY MUNICIPAL WATER DISTRICT (626) 969-7911 P.O. BOX 1299 AZUSA, CA 91702 B. VERIZON (800) 483-3000 1400 E. PHILIPS BLVD. POMONA, CA 91766 C. SOUTHERN CALIFORNIA GAS CO, (800) 427-2200 P.O. BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10440 ASHFORD STREET P.O. BOX 638 RANCHO CUCAMONGA, CA 91729 E. METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVE, LAVERNE, CA 91750 F, ADELPHIA (800) 481-1115 1205 DUPONT ST. ONTARIO, CA 91752 G. CHARTER COMMUNICATION (909) 880-0220 4240 N. HALLMARK PARKWAY SAN BERNARDINO, CA. 92407 H. SOUTHERN CALIFORNIA EDISON COMPANY (909) 665-4555 7951 REDWOOD AVENUE FONTANA, CA, 92336 19. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABL : E PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. 21. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306-1.2 OF THE STANDARD SPECIFICATIONS. 0 r I ell VVYV.VVVVY~ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT * 0, Or I -IFT4 9 _9_ W *7 9 W, W , SHEET INDEX: TITLE SHEET --------------------------------------------- 1 S.D. PLAN AND PROFILE ----------------------------------- 2 , mm", ININN A! ilk 'k A 1 ,"* JL L ill I MR, L DATED: ' V V"' ANTHONY HA PO P.L.S. NO, 7635 No. 7635 Exp: 12-31-2016 A IN . "' M, Mum. SCALE: 1 11 BUTT JOIN T 95% RELATIVE COMPACTION MEN 9:0% Rl — COMPACTION IVIN. TYPE C2—AR-4000 A.C. FINISH SURFACE TO PLACED NO SOONER THAN 14 1 NOR LATER THAN 35 DAYS AFTER BASE PAVING. TYPE B--AR -4000 A.C. BASE CO BE PLACED WITHIN SEE NOTE 72 tOl AFTER CONSOLIDATION OF BACKFILL. W L IF DIST, IS < 41 THEN A.C, ,T+ 1" 3V KA!IqT PF PrkArWM ANIF) -------------------- KS U 0 a 0 0 12' 3' CRUSHED AGGREGATE BASE IN TRENCHES LESS THAN 10D' IN LENGTH, SEE NOTE #1. 12" BEDDING & SHADING PER UTILITY INVOLVED. IF NONE REQUIRED, USE CLASS 2 AGGREGATE BASE. AS PER -SUMNIDARD MG, NO. 341 NOTES: All trenches 100' in length or longe shall be bockfilled and consolidated per Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications, 2. Spread Boxes may be employed for trench paving jobs less than 500 tin, ft, 3, All joints shall be vertical butt joints; lop or feathered joints are not acceptable. 4, Unless otherwise instructed by the City Engineer, trench patch shall be siraight grode across width, and shall not be crowned at center. 5. Prior to placement of A,C,, pavement edge shall be cut to a clean vertical and straight edge with tack coat on face of cut. I 6t The entire traveled ]one, 12' 1 shall be overloyed with .10' min, C2---AR -40030 A.C. I using a self propelled paving machine (BARBER GREEN, BLMN KNOX or equal) for all 1, trenches 500' in length or longer. 00 7, Permanent A.C. patch, which Shall be arninimurn 0.25' thick or 0.10' thicker than existing - whichever is greater - (as directed by the Engineer in the field. C� CITY OF RANCHO CUCAMONGA, CALIFORNIA J_ APPROVED BY: STANDARD PLAN TRENCH REPAIR )1C 4 Ad 7 f( ("I 120 5 CITY E 6 Its DAJE USE WITH STANDARD spEcInCATION FOR PUBLIC WORKS CONSTRUCTION W R,C,E, 24953 SHEET I OF I VcNqmy hill NOT TO SCALE 11�1 UJ _J V) 0 z 0 BC — EXISTING CURB AND GUTTER ................. .......... EXISTING RIGHT OF WAY E EXISTING EDISON LINE G EXISTING GAS LINE VC EXISTING TELEPHONE LINE S D EXISTING STORM DRAIN MVC EXISTING WATER LINE RW .................. EXISTING RECLAIMED WATER LINE — --------- EXISTING SEWER LINE CF — CENTER LINE CL — PROPOSED RIGHT OF WAY EP — EDGE OF PAVEMENT PROPOSED CURB AND GUTTER FLOWLINE FS FINISHED SURFACE PROPOSED EDGE OF PAVEMENT r17 PL — PROPOSED EASEMENT PRC — SD PROPOSED STORM DRAIN S PROPOSED SEWER LINE RIGHT OF WAY PROPOSED RECLAIMED WATER LINE TOP OF CURB W PROPOSED WATER LINE HDW — EXISTING FIRE HYDRANT THW PROPOSED STREET LIGHT EA STORM D: AIN MANHOLE CONSTRUCT PROPOSED STORM DRAIN CATCH BASIN 0 PROPOSED SEWER MANHOLE UJ _J V) 0 z 0 BC — BEGINNING OF CURVE EC — END OF CURVE BCR — BEGINNING OF CURB RETURN ECR END OF CURB RETURN VC VERTICAL CURVE i B'EGIN:NING OF VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE EVC END OF VERTICAL CURVE MOC — MIDDLE OF CURVE CF — CURB FACE CL — CENTERLINE EP — EDGE OF PAVEMENT FL — FLOWLINE FS FINISHED SURFACE i — GRADE BREAK PL — PROPERTY LINE PRC — POINT OF REVERSE CURVE RP — RADIUS POINT R/W — RIGHT OF WAY TC — TOP OF CURB TR — TANGENT RATE HDW — HEADWALL THW TOP OF HEADWALL DATE !APPROVED DESCRIPTION of REVISION A V Vi U G13 CONSTRUCTM )RAWN 9309 PITTSBURGH AVE.. SUITE 23D NOTES - - -------------- _ ----------- "NECKED RANCHO CUCAMONGA. CA, 9= PHONE; 909.Q1,6322 OUANTITY DA FAX 909.,*16320 2 to OF—±:— INSTALL 18" DIAMETER STORM DRAIN (D—LOAD DRAWING NO. PER PROFILE) 63 LF is INSTALL 24" DIAMETER STORM DRAIN (D—LOAD PER PROFILE) 94 LF rz CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 300 (W V PER PLAN). 3 EA CONSTRUCT TRENCH REPAIR PER CITY STD. PLAN 120. 73 LF (5�— CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY STD. PLAN NO, 331' . 3 EA (Il CONSTRUCT PCC COLLAR PER CITY STD. PLAN NO, 329. 1 EA DATE !APPROVED DESCRIPTION of REVISION A V Vi U G13 )RAWN 9309 PITTSBURGH AVE.. SUITE 23D DIVI - - -------------- _ ----------- "NECKED RANCHO CUCAMONGA. CA, 9= PHONE; 909.Q1,6322 WLI DA W. ww N 0. 9309 PITTSBURGH AVE.. SUITE 23D z-e-X L RANCHO CUCAMONGA. CA, 9= PHONE; 909.Q1,6322 SHEET 0 FAX 909.,*16320 2 to OF—±:— 2RCE No 36637 DRAWING NO. I FILE No 40 is Well 211311411 0 Row 2016-00i 48 ............... APPROVED BY- CITY ENGINEEf INSTALL 18" DIAMETER STORM DRAIN (D—LOAD PER PROFILE) Q— INSTALL 24" DIAMETER STORM DRAIN (D—LOAD PER PROFILE) 44�48 F47.25 CONSTRUCT CATCH BASI: N PER CITY STD. PLAN NO. 300 (W & V PER PLAN). WN CONSTRUCT TRENCH REPAIR PER CITY STD. PLAN 120. N44' 11' CONSTRUCT JUNCTION STRUCTURE NO, 2 PER CITY STD. PLAN NO, 331. N8T CONSTRUCT PCC COLLAR PER CITY STD. PLAN NO. 329. 0 Row 2016-00i 48 ............... APPROVED BY- CITY ENGINEEf Line ToWe -TeLine # n lh Direction Ll 44�48 F47.25 N3S 01' WN L2 ROE; 67514 N44' 11' 20"W L3 17,46 N8T 57" 13"W L4 4.70 N48' 30' 21, E L5 6.84 N45° 29' 08"W L6 7.36 N88' 10' 12"E 0 Row 2016-00i 48 ............... APPROVED BY- CITY ENGINEEf Ly ............................................... .............. - ........... .......... --- ............ DATE: 031WIlU - cf), ROE; 67514 RECD E -D 9302 PMBvRc,4 AVE.. svrrE 230 RANCHO CVCAMONGA, CA. 91730 PHONE: 909.4.81.6322 SHEET FAX: 909.41.6:320 7 iRCE No 36637 DRAWING NO FILE No