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Home My WebLink About2479-DGENERAL 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 CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS AND 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 THE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY.' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER, AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO 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. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS 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. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE, 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 SUBGRADE, 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 CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. 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. 14. STREET SIGNS, PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 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 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. 17. CONTACT ALL UTILITY COMPANIES, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 18. ALL STRUCTURAL CONCRETE TO BE USED WITHIN SAN BERNARDINO FLOOD CONTROL DAY, CREEK CHANNEL RIGHT-OF-WAY SHALL BE 4,000 PSI WITH "A" GRADATION IN ALL INVERTS AND 4,000 PSI WITH "B" GRADATION IN ALL WALLS. CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PADS AND OTHER PROPOSED STRUCTURES SHALL BE 560e OR C3250, NOTE., 1 THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT TO BE USED FOR THE REMOVAL, PLACEMENT, AND COMPACTION OF SOIL AND PAVEMENT OVER AND ADJACENT TO THE MWD PIPELINE MUST BE SUBMITTED FOR MWD REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS PRIOR TO THEIR USE. THE PROCEDURES MUST BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT IMPOSED ON THE MWD PIPELINE, PLEASE NOTE THAT MWD CANNOT ALLOW ANY PROCEDURES THAT COULD SUBJECT THE MWD PIPE TO EXCESSIVE IMPACTS OR VIBRATORY LOADS. NO VIBRATORY EQUIPMENT IN VIBRATORY MODE MUST BE USED WITHIN 25 FEET OF THE CENTERLINE OF THE MWD PIPELINE. 2. VEHICLES WITH A VARIABLE WHEEL CONFIGURATION SUCH AS READY -MIX CONCRETE TRUCKS WITH LIFTABLE OR ADJUSTABLE AUXILIARY AXLES MAY BE OPERATED IN THEIR HIGHWAY LEGAL CONFIGURATION WHEN THEY ARE WITHIN 20 FEET OF THE CENTERLINE OF THE MWD PIPELINE. 3. WHEN THE COVER OVER METROPOLITAN'S PIPELINE IS LESS THAN 4-FEET, METROPOLITAN'S PIPELINE LOADING RESTRICTION MUST APPLY: IF THE COVER IS BETWEEN 2 AND 4 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF A TRACK -TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS. WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT MAY BE USED. 4. NOTIFY JESSE FRANCO OF OUR WATER SYSTEM OPERATIONS GROUP, TELEPHONE (9,09) 392-7184, AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 5. MWD OPERATIONS MAINTENANCE BRANCH NEEDS TO BE NOTIFIED TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF THEIR EASEMENT. mp__ I I IIIII �j I W-0 CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. INSTALL 18- RCP (D-LOAD AND PROFILE AS SHOWN ON PLANS) ...................................................... 138 LF INSTALL 72- RCP (0-LOAD AND PROFILE AS SHOWN ON PLANS)............. .............. ........................... 553 LF 048) CONSTRUCT 36" CMP INLET PER DETAIL ON SHEET 2_ .... -------- ........................ ------ -------- 2 EA ( P49 WRAP STORM DRAIN PIPE WITH PPL-24 IMPERMEABLE POLYETHYLENE LINER BY BTL INC, PROVIDE 24" OVERLAP AT SEAMS, SECURE LINER AROUND PIPE WITH STRAPS AT 5' O.0 ........................... ........................... ............ ...................... 40 LF (65) CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, W=3.5 ............... 2 EA CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 ....................... ................. 3 EA CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333, CASE 1 .............. 2 EA CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 ............ .................................. .... 1 EA REMOVE EXISTING DEBRIS RACK CAGE AND JOIN EXISTING STORM DRAIN ............................................ 1 EA 099 CONSTRUCT 24" PCC CAST -IN -PLACE PROTECTIVE SLAB PER DETAIL ON SHEET 3 ............................ 2,652 SF L69�1 INSTALL 6" RIGID CELLULAR POLYSTYRENE THERMAL INSULATION PER ASTM C-578-95. __ ................. 1,836 SF (0126) ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED ................................... 3 EA _j(BNSF)_�(METROLINK) T- PROPOSED qEVELOPMENT ------------ J___L__i --- i --- L-1 --- t --- L__J --- I --- 1__J --- < Y -tr,^ I - -- — — — — — — — — — — — — — SHEETINDEX SHT NO. DESCRIPTION 1 TITLE SHEET 2 STORM DRAIN IMPROVEMENT PLAN 3 PROTECTIVE SLAB DETAILS LEGEND EXISTING R/W PROPOSED R/W — — — — LOT LINE CENTER LINE FIRE HYDRANT ......... PROPERTY LINE R/W---------- RIGHT OF WAY C . ....... CENTERLINE SOT. . .... BOTTOM SO . __ STORM DRAIN SMH ......... SEWER MANHOLE STD ........ STANDARD SEW ......... SEWER TYP ........... TYPICAL IMP. . . ..... IMPROVEMENT PA.P .. ........ PROTECT IN PLACE DWG ......... DRAWING EXIST.......... EXISTING RW .......... RECYCLED WATER INV ...... _ . INVERT OF PIPE UT ......... UTILITY CVWD ......... CUCAMONGA VALLEY WATER DISTRICT SPPWC --------- STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROPOSED STORM DRAIN EXISTING SEWER EXISTING WATER EXISTING RECYCLED WATER EXISTING STORM DRAIN EXISTING GAS EXISTING TELEPHONE EXISTING ELECTRICAL EASEMENT CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10016 NGVD29, ELEVATION =1 128.056' FD. 2" BRASS DISK STAMPED, "SECS BM NO, 700-25 1968" IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT OF A STEEL GIRDER BRIDGE ACROSS THE ETIWANDA FLOOD CONTROL CHANNEL, 0.2 MILES EAST OF 15 FREEWAY, 8' SOUTH OF THE SOUTH RAIL. VICINITY MAP NOT TO SCALE CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. NOTESm CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDMONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL 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 SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANYWAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH 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, INCLUDING 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 ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. [PLAN A PROFILE 37anim DRAW PLAN TIM SHEET SANTA ANITA AVENUE DATE CITY APPROVED By APPROVED CITY ENGINEEF DESIGN DLW ti46 DRAWN kNO. 7 '512 H-Z STAFF RAM CHECKED _30�_2019 "I I DATE I " I 112 R.C.E. NO. 67514 -7wI IF T A rN RECOMMENDED 3990 CONCOURS I SUITE 330 ONTARIO, CALIFORNIA 91764 PHONE (909) 941-7799 FAX (909) 941-7789 1 OF 3 lb DRAWING NO. JOHN MURAD 40 A4 4- 1 .11 ff .1-1- 2479-D —x 1-4 1 4— X R. C'4 41 18 43 44 Di T"4�,5 J� n A on o7' x w "1 0- CC3INSTRUCTION NOTE INSTALL 18- RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS) Dts INSTALL 72- RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS) D 48 CONSTRUCT 36" CUP INLET PER DETAIL ON SHEET 2 D04 9 WRAP STORM DRAIN PIPE WITH PPL-24 IMPERMEABLE POLYETHYLENE LINER BY BTL INC, PROVIDE 24" OVERLAP AT SEAMS, SECURE LINER AROUND PIPE WITH STRAPS AT 5' O.C. @) CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STD. 300, W=3.5' CONSTRUCT MANHOLE NO. 2 PEP CITY OF RANCHO CUCAMONGA STD. 319 Dst CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333, CASE I Dsa CONSTRUCT CONCRETE COLLAR PER SPPWC STD. PLAN 380-4 Dst REMOVE EXISTING DEBRIS RACK CAGE AND JOIN EXISTING STORM DRAIN E8 CONSTRUCT 24" PCC CAST —IN —PLACE PROTECTIVE SLAB PER DETAIL ON SHEET 3 (R INSTALL 6" RIGID CELLULAR POLYSTYRENE THERMAL INSULATION PER ASTM C-578-95 D1026 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED LATERAL D PROP. EASEMENT �RT In D98 C> co 39 x2! + 40' dO7 U-) I V) 1104.00 TG z + D48 co 110too INV. - MWD 6�7) DAYS BEFORE V, EM S C E RIGHT —OF'- , WA' EXIST, 12" 01 NO' C) 00 C) r- 0 C> CD C4 CD a �LO �? � — cn � u � Q C) � ui cy CD 'o t to rnT C'4 C-4 'It + + +v 00 + CATCH BASIN al CATC SCALE 1"=10' STATIONS PER STREET IMPROVEMENT PLANS STATIONS PER 17" r7' 0 2 MWD 4E, SEE MWD f SHEET 1 TION FROM SOUTHERN CALIFORNIA EDISON `SCE) AND METROPOLITAN WATER DISTRICT (MIND) D TO WORK WITHIN THEIR RIGHT—OF—WAY. ""I to to ui VEMENT PLANS MWD NOTE: MWD REVIEW AND APPROVAL REQUIRED PRIOR TO ANY CONSTRUCTION WITHIN MWD EASEMENT. SCALE- ,, 40, (IN FEET) 1"=40' NOTE: HORIZONTAL AND VERTICAL LOCATIONS TO BE VERIFIED IN THE FIELD AND ENGINEER NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10016 NOVD29, ELEVATION=1128.056' FD, 2" BRASS DISK STAMPED, "SBCS BM NO. 700-25 1968" IN SOUTH END OF THE WEST CONCRETE BRIDGE ABUTMENT OF A STEEL GIRDER BRIDGE ACROSS THE ETIWANDA FLOOD CONTROL CHANNEL, 0.2 MILES EAST OF 15 FREEWAY, 8' SOUTH OF THE SOUTH RAIL. #4REBAR SEE PLAN & PROFILE FOR D2 @ 6" 0. C. AND ELEVATIONS A & B D 'l"- E h D WELDED (TYP.) Dl=1.5xD2 (OR AS SHOWN) LEV �"B" D2=D3 FINISHED GRADE REMOVABLE STD. GALV. x D, CMP CONN, BAND 1 4 GA CMI:'MUM �� 8" MIN. ELEV. "A cmp RCP CONC. COLLAR CONC. SLAB SLOPE TO DRAIN WHERE APPLICABLE SLOPE TO DRAIN 2' OR AS INDICATED ON PLANS �CMP D48 TO�INLET LET S NOT TO SCAL7 370RH MAN PLAH IA SANTA ANITA AVENUEcn STA. 24+90.96 TO STA. 30+64.65 ROW 2017— APPROVED BY DATE < CITY DATE APPROVED CITY ENGINEER R.C.E. No. 67514 Ill DESIGN OLIN RECOMMENDED f—UFq—Z0UAPS I Sq DRAWN /12-y- - 8� 0. 6 5 2 H—Z STAFF Huitt-Zollars, Inc. Ontario SHEET CHECKED T 3990 CONCOURS - SUI 5 E 330 ONTARIO, CALIFORNIA 91764 PHONE (909) 941-7799 FAX (909) 941-7789 2 OF 3 lk � -3 219 im - PROJECT NO DRAWING No. 0 S. -in940.cs nl' OHNNY PURAD. 2479—D 48" 24" SYMMETRICAL ABOUT CL FINISHED SURFACE #6 @ 12" 6 PROTECTION SLAB RIGID CELLULAR POLYSTYRENE 2" CLEAR THERMAL INSULATION PER ASTM C-578-95 11a9:a0 Fs 13.5' 6' 3" CLEAR '-#10 a 6" 39' i COMPACT UPPER --I 12" OF BEARING / \ AREA TO 95% i MAXIMUM DENSITY y 1 P. C.P WIND PIPEUIVF � ' j t NOTES: 1. F'c = 4,000 PSI AT 28 DAYS f 2. Fy = 60,000 PSI 3. BACKFILL SHALL BE NON -EXPANSIVE AND COMPACTED TO 95% OF STANDARD AASHTO \ f MAXIMUM DRY UNIT WEIGHT PCC SLASDETAIL NOT TO SCALE 39 L 54 59.63 RT. I -- 40' MWD EASEMENT ! PCC SLAB i LAYOUT 2" WATER 8" SEWER 72" STORM DRAIN II Wfi N & IROF1LE �r�Rnn �r�aiM �LA� KUV4 zu I / APPROVED BY DATE APPROVED CITY ENGINEER DATE -71 ®! l� b R.C.E. N0. 67514 DAYS BEFORE CITY OF RANCHO CUCAMONGA BENCH MARK NO. 10016 NGVD29, ELEVATION =11 28.056' FD. 2" BRASS DISK STAMPED, "SBCS BM NO. 700-25 1968" IN SOUTH' END OF THE WEST CONCRETE BRIDGE ABUTMENT OF A STEEL GIRDER BRIDGE ACROSS THE ETIWANDA FLOOD CONTROL CHANNEL 0.2 MILES EAST OF 15 FREEWAY, 8' SOUTH OF THE SOUTH RAIL. NO67512 U EXPIRATION CLHEQKC CRE 5 30-2019 3990 SUfTF 3M 31 941-7�9Q AUFORNIA 91764 941-7769 c-71 ai 7OF DRAWING N0. 2479-D