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HomeMy WebLinkAbout3686-1STORM DRAIN IMPROVEMENT PLANS TRACT NO.. 16317, LOTS 1-36 - FIELDSTONE 0 GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT EMERGENCIES: (800) 427-2200 PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE 1. SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLED BY N REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT a• TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER 4. ADVANCE CONSTRUCTION SIGNING INDICATION DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING m DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 2. ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO LF WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) q 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE 5 OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY - TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OF OTHER TRAFFIC CONTROL Ln DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES FEET OR GREATER IN 0. 0 DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL z a SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL 4. EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR W THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE THE CL RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE: TRUE LOCATION AND ELEVATION OF ANY EXISTING Q UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO THE CONTRACTOR SHALL CONTACT a UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DA'(S BEFORE EXCAVATION 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, Ln TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR RAILROAD TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY BAELINE AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE- WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT BASE THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARK AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH LU MARKS, SHALL DE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CA14 BE ESTABLISHED FOR LATER REPLACEMENT OF THE S MONUMENT. 18, THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OF PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF' THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OF LEAVING OTHILL IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTION. CITY APPROVAL OF CONNECTION TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY, 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING 01 CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. MINIMUM D -LOAD FOR (STORM DRAINPIPE ALL RCP) IS 1350. 34. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. 0 CITY OF FONTANA 1 ENGINEER'S NOTICE TO CONTRACTOR: EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR N JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL N PERSONS AND PROPERTY, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE a• LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND w HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR 909 875-5100 - TRANSMISSION ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING m FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ate' CONSTRUCT CURB OPENING CATCH 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND CN PUBLIC RECORDS, LF ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY q ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO Ln ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING 5 FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR - INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE: WITH REPORTED ' OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY Ln MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT P w THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF 0. 0 ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST z a BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER w PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED W WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION o OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL Q AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. a 0 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND Ln CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN RAILROAD SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 0 a_ i 6 DIG ALERT U o DIAL TOLL FREE z 1-600-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA REV. I REVISION DESCRIPTION KswF-0 PF�•1N IH4`� DATE I ENGR. I CITY I DATE 5121 10-71 ee . Y ell ,. 1- i 6 ZAE --------------------- INDEX MAP COMMUNITIES CITY OF FONTANA UTILITY LIST CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CAL. GAS COMPANY UNDERGROUND SERVICE ALERT 1981 W LUGONIA AVENUE (800) 227-2600 REDLANDS, CA 92374 CITY OF FONTANA (909) 335-7547 COMCAST (CABLE TV) EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. STORM DRAIN IMPROVEMENT PLANS w D (909) 390-4738 300 N. PEPPER AVENUE CONSTRUCT 36" R.C.P. & BEDDING o Z w w 1400 E. PHILLIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 m a ate' CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2 CUCAMONGA VALLEY WATER DISTRICT LF 10440 ASHFORD STREET CONSTRUCT MANHOLE PER A.P.W.A. RANCHO CUCAMONGA, CA 91729 3 (909) 987-2591 5 CONSTRUCT CONNECTION TO EXISTING R.C.B. CASE 1 PER A.P.W.A. STD. DWG. NO. 335-1 HIGHLAND AVENUE ' P w w0 W ¢ 15 D w U 3 N CITY OF Q a FONTANA v S. PACIFIC RAILROAD w BAELINE M AVENUE BASE LINE AVENUE CITY OF RANCHO LU CUCAMONGA Q S MI LER AVENUE, w R qo C U OTHILL BOULEVARD COUNTY OF SAN BERNARDINO kRRW jGHW1Y REDLANDS, CA 92374 CITY OF FONTANA (909) 335-7547 COMCAST (CABLE TV) EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. STORM DRAIN IMPROVEMENT PLANS ONTARIO, CA 91761 SO. CAL. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE CONSTRUCT 36" R.C.P. & BEDDING RIALTO, CA 92376 GENERAL TELEPHONE COMPANY 909 820-5598 - UNDERGROUND 1400 E. PHILLIPS BLVD. 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 909 637-1233 - PIPELINES (800) 227-2600 909 357-6223 - DISTIBUTION CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2 CUCAMONGA VALLEY WATER DISTRICT LF 10440 ASHFORD STREET CONSTRUCT MANHOLE PER A.P.W.A. RANCHO CUCAMONGA, CA 91729 3 (909) 987-2591 VICINITY MAP NTS NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 6" MAX. SIZE NATIVE SOIL COMPACTED 90% 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% SCALE: 1 "=100' ^� I N 2 D �o LEGEND AND ABBREVIATIONS: D AC ASPHALT CONCRETE�' S.D. R.C.P. C.L. CENTERLINE - AIR & VACUUM RELEASE VALVE EX. EXISTING --- _ __'_ �_ =_ _ EXISTING STORM DRAIN FF FINISHED FLOOR - -fl PROPOSED WATER LATERAL -S' - --- FG FINISHED GRADE EXISTING WATER PIPELINE BLOW -OFF VALVE FS FINISHED SURFACE '`:�--�� EXISTING SEWER LINE I _ � i\ FH FIRE HYDRANT _ " ' -� �? EXISTING GAS LINE ® PROPOSED VALVE FL FLOW LINE �__t__.`. "" EXISTING ELECTRICAL CONDUIT I=I PROPOSED TEE G GAS -M' ---T---- -'- EXISTING TELEPHONE CONDUIT _ PROPOSED STORM DRAIN GB GRADE BREAK EXISTING MANHOLE (SMH, SDMH or EMH) TYPICALHP HIGH POINT BEDDING FOR S.D. R.C.P. INV INVERT ELEVATION <�-,r.c O .�,;�;; EXISTING FIRE HYDRANT PROPOSED THRUST BLOCK LD LOCAL DEPRESSION ;>: EXISTING VALVE © PROP. IRRIG. BACKFLOW PREVENTION DEVICE LESS THAN 1 O' DEEP LF LINEAL FEET �........- EXISTING STREET LIGHT ® PROPOSED WATER METER MAX MAXIMUM NTS MH MANHOLE -- -'1045.___--- - EXISTING CONTOUR PROPOSED CAP MIN MINIMUM --- PROPOSED STREET LIGHT PL PROPERTY LINE �- PROPOSED SEWER LATERAL PA PLANTED AREA 0 PROPOSED SEWER CLEANOUT -1045 PROPOSED CONTOUR R/W RIGHT OF WAY ® PROPOSED GREASE INTERCEPTOR SOILS ENGINEER S= SLOPE OF PIPE - - - - TRACT BOUNDARY SD STORM DRAIN PROPOSED BACKFLOW PREVENTION DEVICE PROPOSED STORM DRAIN CURB INLET PACIFIC SOILS ENGINEERING INC. SWR SEWER PROPOSED FIRE DEPT. CONNECTION SS SANITARY SEWER TC TOP OF CURB PROPOSED SEWER LINE 0 PROPOSED STORM DRAIN GRATED INLET 10653 PROGRESS WAY TF TOP OF FOOTING PROPOSED SEWER MANHOLE 2:1 SLOPES TG TOP OF GRATE P.O. BOX 2249 TW TOP OF WALL PROPOSED WATER PIPELINE �� RETAINING WALL S CYPRESS, CALIFORNIA 90630 SHEET INDEX. TYP TYPICAL W WATERFIRE HYDRANT ASSEMBLY --- F CUT/FILL LINE QQ TEL.: (71 4) 220-0770 TITLE SHEET SHT. 1 WM WATER METER WV WATER VALVE ®"' - ' GATE VALVE A BENCHMARK ti FAX: ( 714) 220-9589 STORM DRAIN IMPROVEMENT PLAN SHT. 2 M CONTACT: PAUL J. ERNST DETAIL SHEET SHT. 3 SHOULD CONTSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO COMFORMANCE WITH CONDITIONS AND STANDARDS IN AFFECT BASIS OF BEARING: BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE BEING N00°11'30"E PER TRACT MAP NO. 15958, M.B. 271/89-92 PREPARED FOR: BENCH MARK: AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET C. NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF FIELDSTONE COMMUNITIES, IN EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE IRVINE, CA 92618 X54-379 OVER ETIWANDA FLOOD CHANNEL. (949) 790-5400 ELEVATION: 1194.630 PREPARED BY: CITY OF FONTANA STORM DRAIN CONSTRUCTION NOTES NO. STORM DRAIN IMPROVEMENT PLANS DESCRIPTION QUANTITY UNIT 1 CONSTRUCT 36" R.C.P. & BEDDING (D -LOAD PER PLAN) 162 LF 2 CONSTRUCT 24" R.C.P. & BEDDING (D -LOAD PER PLAN) 230 LF 3 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2 4 LF 4 CONSTRUCT MANHOLE PER A.P.W.A. STD. DWG. NO. 321-1 3 EA 5 CONSTRUCT CONNECTION TO EXISTING R.C.B. CASE 1 PER A.P.W.A. STD. DWG. NO. 335-1 1 EA NOTE: QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. 3" MAX. SIZE NATIVE SOIL COMPACTED 95% 6" MIN. 6" MIN. 10" MAX. 10" MAX. 6" MAX. SIZE NATIVE SOIL COMPACTED 90% 1 " MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% SCALE: 1 "=100' ^� I N 2 D �o LEGEND AND ABBREVIATIONS: D AC ASPHALT CONCRETE�' S.D. R.C.P. C.L. CENTERLINE - AIR & VACUUM RELEASE VALVE EX. EXISTING --- _ __'_ �_ =_ _ EXISTING STORM DRAIN FF FINISHED FLOOR - -fl PROPOSED WATER LATERAL -S' - --- FG FINISHED GRADE EXISTING WATER PIPELINE BLOW -OFF VALVE FS FINISHED SURFACE '`:�--�� EXISTING SEWER LINE I _ � i\ FH FIRE HYDRANT _ " ' -� �? EXISTING GAS LINE ® PROPOSED VALVE FL FLOW LINE �__t__.`. "" EXISTING ELECTRICAL CONDUIT I=I PROPOSED TEE G GAS -M' ---T---- -'- EXISTING TELEPHONE CONDUIT _ PROPOSED STORM DRAIN GB GRADE BREAK EXISTING MANHOLE (SMH, SDMH or EMH) TYPICALHP HIGH POINT BEDDING FOR S.D. R.C.P. INV INVERT ELEVATION <�-,r.c O .�,;�;; EXISTING FIRE HYDRANT PROPOSED THRUST BLOCK LD LOCAL DEPRESSION ;>: EXISTING VALVE © PROP. IRRIG. BACKFLOW PREVENTION DEVICE LESS THAN 1 O' DEEP LF LINEAL FEET �........- EXISTING STREET LIGHT ® PROPOSED WATER METER MAX MAXIMUM NTS MH MANHOLE -- -'1045.___--- - EXISTING CONTOUR PROPOSED CAP MIN MINIMUM --- PROPOSED STREET LIGHT PL PROPERTY LINE �- PROPOSED SEWER LATERAL PA PLANTED AREA 0 PROPOSED SEWER CLEANOUT -1045 PROPOSED CONTOUR R/W RIGHT OF WAY ® PROPOSED GREASE INTERCEPTOR SOILS ENGINEER S= SLOPE OF PIPE - - - - TRACT BOUNDARY SD STORM DRAIN PROPOSED BACKFLOW PREVENTION DEVICE PROPOSED STORM DRAIN CURB INLET PACIFIC SOILS ENGINEERING INC. SWR SEWER PROPOSED FIRE DEPT. CONNECTION SS SANITARY SEWER TC TOP OF CURB PROPOSED SEWER LINE 0 PROPOSED STORM DRAIN GRATED INLET 10653 PROGRESS WAY TF TOP OF FOOTING PROPOSED SEWER MANHOLE 2:1 SLOPES TG TOP OF GRATE P.O. BOX 2249 TW TOP OF WALL PROPOSED WATER PIPELINE �� RETAINING WALL S CYPRESS, CALIFORNIA 90630 SHEET INDEX. TYP TYPICAL W WATERFIRE HYDRANT ASSEMBLY --- F CUT/FILL LINE QQ TEL.: (71 4) 220-0770 TITLE SHEET SHT. 1 WM WATER METER WV WATER VALVE ®"' - ' GATE VALVE A BENCHMARK ti FAX: ( 714) 220-9589 STORM DRAIN IMPROVEMENT PLAN SHT. 2 M CONTACT: PAUL J. ERNST DETAIL SHEET SHT. 3 SHOULD CONTSTRUCTION OF REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO COMFORMANCE WITH CONDITIONS AND STANDARDS IN AFFECT BASIS OF BEARING: BEARINGS ARE BASED ON THE CENTERLINE OF EAST AVENUE BEING N00°11'30"E PER TRACT MAP NO. 15958, M.B. 271/89-92 PREPARED FOR: BENCH MARK: AT THE NEC FOOTHILL BLVD. AND EAST AVE., 43 FEET C. NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF FIELDSTONE COMMUNITIES, IN EAST AVE., SET DRIVE PIN W/C.S. TAG IN APPROX. 2 ADA, SUITE 200 CENTER TOP OF EAST WINGWALL FOR BRIDGE IRVINE, CA 92618 X54-379 OVER ETIWANDA FLOOD CHANNEL. (949) 790-5400 ELEVATION: 1194.630 PREPARED BY: CITY OF FONTANA 10390 Commerce Center Dr., Ste. 200 �p F E S S I ONq Rancho Cucamonga, California 91730 STORM DRAIN IMPROVEMENT PLANS ���h�,�N F��� Fy I Phone (909) 581-0676 s FAX (909) 581-0696DRAWN N0. c 047255 m Civil Engineers Land Surveyors BY: SC TRACT NO 16317 SCALE: w Exp. 12/31/05 1 Job Number: 655.0101 DESIGNED BY: JC • DATE: 11/29/04 CHECKED BY: -> LJ APPR ED �7 DWG NO. 1 OF SI,gP C i V 11. pR�a\p F ��/�/DSS OF cn� STEVE L. ELLIS DATE 3686 3 CITY ENGINEER R.C.E 51152 '