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Home My WebLink About3504-1GENERAL SEWER NOTES: 1 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 BOOK-). ALL REFERENCE SPEC/FICA TIONS AND STANDARDS SHALL BE THE LA TEST EDI TION UNLESS OTHERWISE 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 "GREEN BOOK", 'THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE- LOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINA77ON SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N THE STATE- OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 /T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 77MES. 7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCA VA TIONS GREATER THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTEN77AL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT-OF-WAY WITHOUT OB TA/N/NG A SEPARA TE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF U77LIRES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVAT70N OF ANY LXIS77NG UTILITIES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE THERETO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCA VA TION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, 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 N077CE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORD/NATF WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERA TION AND WA 7ER REQUIREMENTS. 13 STAT70NING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUC77ON 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 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUC77ON. 15 THE CONTRACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR NO77FICA77ON TO THE CITY ENGINEER. 16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES 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 CONSTRUCT70N SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY 7HE ENGINEER ONE WEEK PRIOR TO CONSTRUC77ON SO THAT 77ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF 7HE MONUMENT. 17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES /N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES 18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL 77MES. 19 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIG -IT -OF -WAY DURING CONSTRUC77ON 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 SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UN77L THE SPECIFIED DENSITY /S OBTAINED. 22 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPEC77ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24 /F SEWER CONSTRUC77ON IS TO BE DONE /N PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEAN-OUT 25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNA 77ON C700 FOR V.C.P.. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLEC77ONS /N ALIGNMENT. 28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCA77ON OF CONNECTIONSS, CITY APPROVAL OF CONNECTIONS TO EXIS77NG FACIL177ES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCAT70NS SHOWN ON THE PLANS 29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC U77LITY EASEMENTS EXIST NEXT TO THE STREET RIGHT-OF-WAY, THE LATERAL SHALL TERM/NATF 3 FEET INSIDE THE LOT AS MEASURED FROM THE U77LITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32 /F EXIS77NG UTIL177ES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMED/A TEL Y. 33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UT/L/77ES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35 APPROVED SOIL S7FRILANT 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 CON7RACTOR UPON COMPLETION OF PAVING 37 UPON COMPLE77ON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFAC77ON 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. A^ I MEMO lie Jog% uk P'U'N TANA N m W rALA Niti WE IMPR VEMEN AM 151ft z TRA C T Nu' lu"67, ®ls zs O u7s 4P O W I o r I __ _ _ �� SUMMIT AVENUE ,s \ SIERRA LAKES PKWY Llj%} TR. 16178 I C) I. - 141 15 j 210 FRWY. 12 100 14 t 1 J� j�E % SE ` •NpR �..� �. ` j 1rr 60 COUBASELINE AVENUE 0 0 15 SEE SHT. N0. 3 l ..__w _ l 13 17 t � r SNT. N 15'f4 f — `f8 2' VICINITY MAP / ! SEE 16 - 5 6 7 8 9 ' 10 \ N.T.S i f2 (( 15 16 / - �,.4 / I 1 I h ' 19' 18 \ - 3 11 r 17 , - ' iMH 6 _ __ _ C MYON . LANE i O• 20 , o EX/ST R _,,, t1 - - �g , .rr .+nw .ate %' � � ; 7R ND. 18287'�' �� `�� Ll W Q j V O J r24'� 1MN 11 12 3 214 } 3 12 1 7 MHi12- - Y .10 1 1 1 \ 9,\ 19 i ?rR ND. X8287 _ _ _ . �_ ._:... - CONSTRUCTION NOTES. 8 �, 11 24 22 r 7 _. - EXIST.MH k' 21 , as _�._.. — QUANTITIES: 15' �. 5 :; _ _ _ _SIERRA KES RKWAY...- _. __- �, - :. 25 16 i ,M� INSTALL 8 EXTRA STRENGTH V. C.P. SEWER. 2,520 L F _D 2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF 12 Ea. A 23 22 ' 21 20t E� R n i - ' 0000 FONTANA STD. DWG. N0. 112 (0=48'). 00 5 27 f t N.....- _. � 11 �; 12 , n r ARpY E - 50 L. 1 Ea. 4� INSTALL 4" EXTRA STRENGTH VCP SEWER LATERAL PER 4,0 F./1 2 \ 10 � �. �'<N,. ; ESP >-...: . � � CITY 0 . 9 , IAKm, . ; , F FONTANA STD. DWG. NO. 125. (SEE NOTES 30 & 31). 4 SI 7 r - C REMOVE EXIST/NG 8" VCP PLUG AND JOIN EX/STPIPE 2 Ea.EXIST.0- 6 3 ..y CONNECT TO EX/ST. SEWER WYE PER CITY STD. DWG. NO. 125 23 Ea. 2 1 CONNECT TO EXIST 8" V.C.P. SEWER PER CITY STD. DWG. 7 Ea. NO. 125 AND SADDLE CONNECT/ON DETAIL HEREON — -SIERRA LA RKWA I EX/ST/NG SEWER WYE. 6 Ea. ABANDON a �a INDEX MAP a v SCALE- 1 "=150' NOTE: BACKFLOW PREVENTORS ARE REQUIRED FOR THESE LOTS: TR. NO. 16267-1: END CURVE 3, 6, 7, 19, 20, 22, 23 TR. NO. 16267-2: FLOW LINE 25 FINISH SURFACE TR. NO. 16267-3: HIGH POINT 1, 2, 3, 8, 25, 26, 27 TR. NO. 16267-4:-7, RIGHT OF WA Y T. C. 9, 10, 18 TR. NO. 16267-5.4, 5, 6, 7, 11 TR. NO. 16267.• . r* ANNA 1, 2 PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 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 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 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. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.' THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG 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, EXCEPT/NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENG/NEER PRIOR TO THE COMMENCEMENT OF WORK 1 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _ REVISION DESCRIPTION ON) DIAWIVI& LEGEND C. L. CENTERLINE E. C. END CURVE E. P. EDGE PA VEMENT EX. EXISTING F. L. FLOW LINE F. S. FINISH SURFACE G.B. GRADE BREAK H.P. HIGH POINT INV. INVERT P.U.E. PUBLIC UTILITY EASEMENT R/W RIGHT OF WA Y T. C. TOP OF CURB V.C.P. VITRIFIED CLAY PIPE CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN. CARLOS NAVARRO ATTN. VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 TABLE: 200-1.2 A SIEVE SIZE PERCENTAGE PASS/NG SIEVES 100 90-100 20-60 0-15 0-5 ASTM C 131 B TEST GRADING 6" MIN. VAR/ES 6" MIN. 10" MAX. I I I 1 10" MAX. -777-=.1i I N 3" MAX. SIZE NA TI VE SOIL I IL COMPACTED 957 1 " MAX. SIZE SELECTED NAT/VE 6" MAX. SIZE BEDDING COMPACTED 8' MIN. NA TI VE SOIL TO 907 10' (909) 350-6632 (714) 666-5467 COMPACTED 90, - -4 -= :•-- -- -- -- - ----- 3' MIN, 5' MAX. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE N) _ === =- _ EAST &NORTH SIDES ATTN GREG GASPAR ATTY. JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE =- : iti R/W — — FONTANA, CA. 92335 ONTARIO, CA. 91761 VC•P• 5' MIN SEWER LATERAL (909) 428-8411 (909) 390-4736 „ ., �,O CURB LINE DIST EMERGENCIES. (800) 427-2200 O �I � Q�OVESSIpN = w w GENERAL TELEPHONE COMPANY �t�O� L w �� a" o —WATER LAT. & SERV/CE SO. CALIFORNIA ED/SON COMPANY ATTN STEVE HOCK S :- . -• _ --'_ ! . f N ® E - d 00 N METER BY FON TA NA WA TER 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. w, 10 OR DEEPER USE 1/2 ^ O FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) Ice No 36 3I c CRUSHED STONE BEDDING STREET C.L. o COMPANY (909) 820-5598 UNDERGROUND (800) 422-4133 •. PER STD. SPECS. FOR (909) 875-5100 - TRANSMISSIONS PUBLIC WORKS CONSTRUCTION (213) 637-1233 PIPELINES FONTANA WATER COMPANY � TABLE 200 1.2 [A] SEWER MAIN s- � - (909) 357-6233 DISTRIBUTION ATTN-• MICHAEL J. McGRAW _. a t•��1 (800) 422-4133 8440 NUEVO AVENUE C FONTANA, CA 92335 RE�QD TYPICAL BEDDING DETAIL TYPICAL SEWER LATERAL .r&.WA TER SERVICE DETAIL CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 THESE RECORD DqA NOT TO SCALE NTS - . --- N BILL VANDERK/EFT, JR. FAX 823-5045 PART, � 71lE Of AHED, IN ATT ® FURNISHEp BY OTHERss. ?}� 00UPILED AND (619) 868-6040 RESPONSE !lam WILLftw4EERNOT eE BENCH MARK: # 615 BASIS OF BEARINGS: HAVE BEEN IABCO THE BEARING OF N70'3527E ALONG THE A �1LT ;TlI� AS C17RUS A SPIKE AT /N7FRSEC710N OF CEN7ERUNE OF SIERRA LAKES PARKWAY UNDERGROUND SERV/CE ALERT ; CITRUS AVENUE AND LOS CEDROS As SHOWN ON PARCEL MAP No. 15829 800) 227-2600 AVENUE, IN POWER POLE N0. 9011E FILED /N BOOK 198, PAGES 60 THROUGH ON THE EAST SIDE OF CITRUS AVENUE. 64 OF PARCEL MAPS, WAS USED AS THE ELEVATION: # 1467.59 BASIS OF BEARINGS FOR THIS MAP. SIERRA L A KES SPECIFIC, PLAN DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA ePREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL deJes�� MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS 111. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C� No. 65195 Q�i 10601 CHURCH STREET, STE. 107 DRAIMN BY TR. N0.16267, TR. N0.16267-1, TR. N0.16267-2 SCAL. CC AS SHOWN a '� RANCHO CUCAMONGA, CA 91730 TR.NO.16267-3 TR. 016267-4 TR.N0.16267-5 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ti PHONE (909) 948-1311 DESIGNED BY- DATE: Expo 9 -so -os MJG/LP TI T40 54t DEC. 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�CIVI A0�� Date DRAWING NO.: ED BY: APPR BY: RCE 65195 EXP. 9-30-05 STANDARDS IN EFFECT. MJG/LP CITY ENGINEER R.C.E. 51152 DAT 3504 5 �O O Z V Z L 4d JA826-1181\Sewer\sew0l.dwg, 12/18/2003 08:35:55 AM, cc %a SEND ;l% : WHERE AN %a BEND I5 NOT USED 2-4 A a A ONE FOOT PIECE IS REOVIRED OUT OF TEE � ':• . r* ANNA 45• MAX ryA • - SrD.V.CP. COLLAR TEE SADDLE OR — _ — - APPROVE!? EOUAL EPDXIED IN I PLACE PRIOR TO ENCASING EXIST. V.C.P. -- y: MACHWE TAPPED HOLE SEWER MAIN § it, CONCRETE ENCASEMENT 12•' AJIN. EACH SIDE OP SADDLE UNDISTURBED EARTH V.C.P. SADDLE CONNECT ION NA TI VE SOIL I IL COMPACTED 957 1 " MAX. SIZE SELECTED NAT/VE 6" MAX. SIZE BEDDING COMPACTED 8' MIN. NA TI VE SOIL TO 907 10' (909) 350-6632 (714) 666-5467 COMPACTED 90, - -4 -= :•-- -- -- -- - ----- 3' MIN, 5' MAX. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE N) _ === =- _ EAST &NORTH SIDES ATTN GREG GASPAR ATTY. JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE =- : iti R/W — — FONTANA, CA. 92335 ONTARIO, CA. 91761 VC•P• 5' MIN SEWER LATERAL (909) 428-8411 (909) 390-4736 „ ., �,O CURB LINE DIST EMERGENCIES. (800) 427-2200 O �I � Q�OVESSIpN = w w GENERAL TELEPHONE COMPANY �t�O� L w �� a" o —WATER LAT. & SERV/CE SO. CALIFORNIA ED/SON COMPANY ATTN STEVE HOCK S :- . -• _ --'_ ! . f N ® E - d 00 N METER BY FON TA NA WA TER 7951 REDWOOD AVENUE 1400 E. PHILLIPS BLVD. w, 10 OR DEEPER USE 1/2 ^ O FONTANA, CA. 92335 ONTARIO, CA. 91766 (909) Ice No 36 3I c CRUSHED STONE BEDDING STREET C.L. o COMPANY (909) 820-5598 UNDERGROUND (800) 422-4133 •. PER STD. SPECS. FOR (909) 875-5100 - TRANSMISSIONS PUBLIC WORKS CONSTRUCTION (213) 637-1233 PIPELINES FONTANA WATER COMPANY � TABLE 200 1.2 [A] SEWER MAIN s- � - (909) 357-6233 DISTRIBUTION ATTN-• MICHAEL J. McGRAW _. a t•��1 (800) 422-4133 8440 NUEVO AVENUE C FONTANA, CA 92335 RE�QD TYPICAL BEDDING DETAIL TYPICAL SEWER LATERAL .r&.WA TER SERVICE DETAIL CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 THESE RECORD DqA NOT TO SCALE NTS - . --- N BILL VANDERK/EFT, JR. FAX 823-5045 PART, � 71lE Of AHED, IN ATT ® FURNISHEp BY OTHERss. ?}� 00UPILED AND (619) 868-6040 RESPONSE !lam WILLftw4EERNOT eE BENCH MARK: # 615 BASIS OF BEARINGS: HAVE BEEN IABCO THE BEARING OF N70'3527E ALONG THE A �1LT ;TlI� AS C17RUS A SPIKE AT /N7FRSEC710N OF CEN7ERUNE OF SIERRA LAKES PARKWAY UNDERGROUND SERV/CE ALERT ; CITRUS AVENUE AND LOS CEDROS As SHOWN ON PARCEL MAP No. 15829 800) 227-2600 AVENUE, IN POWER POLE N0. 9011E FILED /N BOOK 198, PAGES 60 THROUGH ON THE EAST SIDE OF CITRUS AVENUE. 64 OF PARCEL MAPS, WAS USED AS THE ELEVATION: # 1467.59 BASIS OF BEARINGS FOR THIS MAP. SIERRA L A KES SPECIFIC, PLAN DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA ePREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL deJes�� MADOLE AND ASSOCIATES, INC. SEWER IMPROVEMENT PLANS 111. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, C� No. 65195 Q�i 10601 CHURCH STREET, STE. 107 DRAIMN BY TR. N0.16267, TR. N0.16267-1, TR. N0.16267-2 SCAL. CC AS SHOWN a '� RANCHO CUCAMONGA, CA 91730 TR.NO.16267-3 TR. 016267-4 TR.N0.16267-5 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ti PHONE (909) 948-1311 DESIGNED BY- DATE: Expo 9 -so -os MJG/LP TI T40 54t DEC. 2003 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�CIVI A0�� Date DRAWING NO.: ED BY: APPR BY: RCE 65195 EXP. 9-30-05 STANDARDS IN EFFECT. MJG/LP CITY ENGINEER R.C.E. 51152 DAT 3504 5 �O O Z V Z L 4d JA826-1181\Sewer\sew0l.dwg, 12/18/2003 08:35:55 AM, cc