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Home My WebLink About4074-1I ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKI. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS 0714ERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE IGREEN BOOKA', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAO CONFLICT TO 7HE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PENITS SUL BE OBTAINED FROM THE C17Y OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINAWN SHALL BE REQUESTED AT LEAST TWO WORKING BAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR S94LL CONFORM TO ALL TRWW CONTROL POUCIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF MFORNIA MANUAL OF TRAFFIC COWROLS, LATEST NON-MEWC EDITION UNLESS ORfMSE DIRECTED BY THE C17Y TRAFFIC ENGINEER. 6 ff SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT' TO PERFORM EXCAVA71ON OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEInH FROM THE CAUFORNLA STATE DIVISION OF INDUSnW SVETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FNE (5) FEET IN DEPTH SMALL, BE GUARDED BY SHORING, SLOPING OF T14E GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAI"ETY OF THE STATE OF CALIFORNIA. TRENCHES LESS TW FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT 09TAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTIUTIES SHOWN HAVE BM DETERMINED FROM AVAILABLE INFORMATION,, HOWEVER, ff SHALL. BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF MY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHAU CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIUTY COMPANIES INCLUDING, BUT' NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LMOSCAPING, LANDSCAPE IRROTION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORY DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILqY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SMALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRL47E AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13 STA710NING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL, BE SET BY' THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA71ON OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15 THE CONTRACTOR SHALL NOT DISTURB EXIS17NG SURVEY MONUMENTS,, MONUMENT TIES' OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 71ES AND BENCH MARKS, SHALL BE 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 CAN BE ESTABLISHED FOR LATER REPLACEMENT OF 7HE MONUMENT. 17 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. 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19 THE CONTRACTOR SHALL, NOT CAUSE MY EXCAVATED MATERIAL MUO, SILT OR DEBRIS TO 13E DEPOSITED ONTO PUSUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION FAILURE TO OBTAIN THE REQUIRED DENSITY WALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPEC17ON OF THE SffEv THE CITY ENGINEER 14AY REQUIRE TEMPORARY NON-ERODABLE SWALES' ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRAD& COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEEr FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. X� TOLL FREE `0�— 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 25 SANITARY SEWER UNES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR 13AND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26� NO OPEN TRENCH SHALL BE ALLOWED AT THE ENO OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS S94L BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACHLITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILMES DOES NOT IMPLY CORRECTNESS OF ELEVA71014S OR LOCATIONS SHOWN ON THE PLANS. 29 ALL 4* HOUSE LATERALS SHALL 13E INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED 13Y THE CITY ENGINEER. 30 TERMINATE ALL 4* HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12* BROW THE GROUND SURFACE. WHEN PUBVC U11LITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31 THE SEWER CONTRACTOR SHAU STAMP AN 'S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 32 IF EXISTING UTILITIES OR ANY OTHER FACILMES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. .35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38 AS -BUILT DRAWINGS SHALL, BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. Cff Of IOUM UMff NOTIM" Uff CIT Y OF FONTANA S.B.C. INC. ATTN: BRIAN WREN 3939 E. CORONADO STREET 8M3 SIERRA AVENUE ANAHEIM, CA 92807 FONTANA, CA 92335 (714) 666-5500 (909) 350-6632 FUTURE STORM DRAIN UNE 0S.H.H. UNDERGROUND SERVICE ALERT SO. CALJF. GAS COMPANY (800) 422-4133 1981 W. LUGONIA AVENUE CENTERLINE REDLANDS, CA 92374 COMCAST ( CABLE N (909) 3W-7547 1205 DUPONT AVE. EMERGENCIES: (800) 427-2200 ONTARIO, CA 91761 RIGHT OF WAY (909) 390-4738 SO. CALIF. EDISON COMPANY DRAWING NO.: 300 N. PEPPER AVENUE VERIZON RIALTO, CA 92376 1400 E. PHILJPS BLVD. 820-5598 — UNDERGROUND '909 ONTARIO, CA 91766 875-5100 — TRANSMISSION (800) 422-4133 J909 2131 637-1233 — PIPELINES ,909 357-6505 — DISTRIBUTION 8 8W 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL J. McGRAW 8440 NUEVO AVENUE ADELPHIA FONTANA CA 92235 1500 S. AUTO CENTER DRNE (909) 822-2201 ONTARIO, CA 91761 FAX.- (909) 823-5046 (714) 666-5500 CRAWFORD CANYON MUTUAL WATER CO. ATTN-- BASIL J. FABRIZIO (909) 463-9580 PRIVATE ENONEMS NOTia To CONMCTORo THE EXISTENCE AND LOCA71ON OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAJL48LE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN AUGNMENT ANDIOR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY' UNES SHOWN AND ANY OTHER UNES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH1 GENERALLY ACCEPTED CONSTRUCWN PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFEIY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHAIL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UMU7Y. REAL OR ALLEGED, IN CONNECTION WITFI THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL YNALMMIZED a"m ANO USER 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 BE IN WRITING AND MUST BE APPROVED 13Y THE PREPARER OF THESE PLANS. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE I I 90010'T i z I c 94OULD CONSTR(X-TION OF RWRIOD &MOV9#NB NOT COMMENCE' WMIN IWO YM OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORIN IN A DWCENT MANNR 1HE CITY ENGINEER MAY REQURE REVISIONS TO THE PIM TO BRING 11194 INTO CONFORMANCE WIM CONDff1ONS AND STANDARDS IN EFFECT INDEX MAP SCALE 1'�-50t 3* MAX SIZE NATIVE SOIL, COMPACTED 9�Y. 6'* MIN. 60 MIN. 1 0* MAX. 10 " MAX. 6w MAX SIZE NATNIVE SOIL, COMPACTED 90Z I* MAX. SIZE SELECTED FNAT;NrEBEDDING COMPACTED To 90Z TO 90% �2T:l .11 8w VCP/fxp _j I jk* I TYPIC4 BEDDING FOR r KNOW LESS THAN IV DEEP NIS BASIS OF BEARING THE aASIS OF 13MINGS FOR THIS MAP WAS TAKEN FROM T14E CENTERUNE OF WALNUT AVENUE AS SHOWN ON TRACT 16572, M.B. 304/38-44, BEING N 89-57-44- W PREPARED FOR: Stiatham Homes 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 TABLE: 200-1.2(A) SIEVE SIZE SEWER UNE S EXIST. SEWER UNE W WATER MAIN 314' STORM DRAIN UNE 1/2' FUTURE STORM DRAIN UNE 0S.H.H. EXIST. SEWER MANHOLE (D&AIJ4. SEWER MANHOLE NO.8 CENTERLINE ASTM C 131 TEST 2MqLNq FIRE HYDRANT X>-- STREET UGHT' DIRECTION OF FLOW RIGHT OF WAY P.U.E. PUBUC UTILITY' EASEMENT 94OULD CONSTR(X-TION OF RWRIOD &MOV9#NB NOT COMMENCE' WMIN IWO YM OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORIN IN A DWCENT MANNR 1HE CITY ENGINEER MAY REQURE REVISIONS TO THE PIM TO BRING 11194 INTO CONFORMANCE WIM CONDff1ONS AND STANDARDS IN EFFECT INDEX MAP SCALE 1'�-50t 3* MAX SIZE NATIVE SOIL, COMPACTED 9�Y. 6'* MIN. 60 MIN. 1 0* MAX. 10 " MAX. 6w MAX SIZE NATNIVE SOIL, COMPACTED 90Z I* MAX. SIZE SELECTED FNAT;NrEBEDDING COMPACTED To 90Z TO 90% �2T:l .11 8w VCP/fxp _j I jk* I TYPIC4 BEDDING FOR r KNOW LESS THAN IV DEEP NIS BASIS OF BEARING THE aASIS OF 13MINGS FOR THIS MAP WAS TAKEN FROM T14E CENTERUNE OF WALNUT AVENUE AS SHOWN ON TRACT 16572, M.B. 304/38-44, BEING N 89-57-44- W PREPARED FOR: Stiatham Homes 2201 Dupont Drive, Suite 300 Irvine, CA 92612 (949) 833-1554 ext.226 (949) 833-7853 TABLE: 200-1.2(A) SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 SEWER IMPROVEMENT PLANS 314' 100 1/2' 90-100 M M t.0-60 NO.4 0-15 NO.8 0-5 ASTM C 131 TEST 2MqLNq 0 WE BENCHMMK SW CORNER, SEC. 31, TAN., R -5W., S.BM.-2" I.P. MTN BRASS CAP, C.S.M. AT THE INTERSECTION OF BASELINE AVENUE AND CITRUS AVENUE ELEVATIOO. 1395-16 3' MAX SIZE NATIVE SOIL, COMPACTED 95X 6* MIN. 6' MIN. 10" MAX. 100 T 12 6' MAX SIZE NATIP7VVE' SOIL COMPACTED 90% 1/2* CRUSHED STONE BEDDING PER STD. SPECS. FOR PUBIJC WORKS CONSTRUCTION TABLE 200-1.2(A) SHOWN BELOW 8" VCP/DIP VICINITY MAP N.T.S. CONSTRUCHON OUANTMB THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND 010 A COMPLETE JOB. O—CONSTRUCT 8" DIP SEWER MAIN 149 LF r2 CONSTRUCT 8* EXTRA STRENGTH VCP SEWER MAIN 571 LF 3 CONSTRUCT STMOARO 48* PRECAST' CONCRETE MANHOLE 5 EA PER C17Y STMDARO DWG NO. 112 r4 REMOVE PLUG AND JOIN TO EXISTING SEWER I EA 5 CONSTRUCT 4* EX`TRA STRENGTH VCP SEWER LATERAL & CLEANOUT 17 W590 LF — PER C17Y STANDARD OWG NO. 125 (SEE GENERAL NOTE 30) I" MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 90X z C'4 L ci SHEET INDEX TITLE SHEET SHEET I TWINBERRY COURT & WINTER NIGHT AVENUE SHEET 2 TWICAL BEDDING fOR 8* WNW 1(y OR DEEM HIS Prepued By- ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Muning M Sierra Avenue Fontana, Calffirnia 92335 (909)356- 1815 Pax (909) 356-1795 David S. Hammer, R.C.E. 43976 Date (expires 6M/2007) f Ess I'' 1%11111�� S. A No. 43976 w 06 I A Exp. 6/30/07 'f V ,O)Z 04F CAL CffY OF FONTANA CALIFORNIA SEWER IMPROVEMENT PLANS DRAWN BY.- SCALE: M M AE TMCT NO, 17317 AS NOTED TITLE SHEET DESIGNED BY.- DATE: AD MARCH, 2006 CHECKED BY.- APPROVED 8 Y - DRAWING NO.: MI A/A DATE: 91110& —19 4074 2 F6jt: CITY ENGWER R.C.E. 5 f f ff - 4-96 Fifenome.- Ak\dwg\1291 I VINAL DESIGN\sewer nsite\ 12911 —SWR— I.dwg