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Home My WebLink About2779-1P CITY OF FONTANA UTILITY ,NOTIFICATION LIST 4.4'� SEE SHEET 3 SEE SHEET 4 CITY OF FONTANA PACIFIC BELL CO., AVENUE GENERAL NOTES: ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER--- _---�-� ,,,., ................................._ _ - - - - - - - 8353 SIERRA AVENUE' 3939 E. CORONADO STREET SAN GABRIEL MOUNTAINS - _ -- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA .•••"` �` STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD FONTANA, CA 92335 ANAHEIM, CA 92807 / ••`•.,.,...,.. ~ (909) 350-6632 ( ) I "• 714 666-5467 / / s; ....................................•.,,.. � SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE:LATEST EDITION SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) UNLESS OTHERWISE NOTED_ ATTN: ALAN KESELOFF ATTN`: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING FONTANA, CA 92335 ONTARIO, CA 91761 / �� / DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE y� / / Lu •` '� (909) 335-7781 (909) 390-4777 X 3055 Jz / REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC . RIGHT-OF-WAY WITHIN THE CITY LIMITS.' CALL (909) 350-7610. EMERGENCIES: (800) 427-2200 A GP j / j SO, CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. ATTN: JAIME AMESZCUA ATTN: STEVE HOCK OJT / / I ROAD CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE` (909) 357-6581 1400 E.. PHILLIPS BLVD. I SUMMIT AVENUE EASIF R0_ N7pGE _ OPERATION AND WATER REQUIREMENTS. 7951 REDWOOD AVENUE ONTARIO, CA 91766 T FONTANA, CA 92335 (800) �� o F ,,,,,,'.- """ 4. CURVE DATA REFERS TO THE FACE OF CURB. (909) B20-5598 UNDERGROUND 5. STATIONING REFERS TO THE .CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ( 820-5137 -`_TRANSMISSIONS z / / w (2rr 21313 ) ) 637-1233 PIPELINES (909) 357-6589 - DISTRIBUTION/ 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO w PAVING OF STREETS. (800) Gj Z / I ,r\� CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY !4,¢ w / z /` 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE '� > ,a -� - INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ATTN: BILL VANDRKIEFT; JR. ATTN: AL KROHN •� a / � W .� DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING 1619) 868-6040 8440 NUEVO AVENUE FONTANA, CA 92335 / /HIGHLAND w AVENUE I �� /�� UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE (909) 822-2201 X 323 / w z I ,r\ti¢ /�� CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO FAX: (909) 823-5046 / / / a a WORKING DAYS BEFORE EXCAVATION. R T 4 /�� / �// � UNDERGROUND SERVICE ALE I B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO / > o _ '�� ~ ��" (800) 227-2600 , / / / w w w QO AF FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. v PROJECT SITEJ I J o PRIVATE ENGINEERS NOTICE TO CONTRACTORS / _ _ m�- 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, NY UNDERGROUND UTILITIES OR STRUCTURES / / BASE LINE ROAD I /� /V%/ PP�•� / LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, THE EXISTENCE AND LOCATION OF A STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN -SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; / / TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES. SHOWN ON THESE 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- VICINITY MAP ( WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE SHOWN ON THESE DRAWINGS. / / // TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION - 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE A " WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS:- - - CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR -- - AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER _ PROTECTED __OR SHALL, REFERENCED _AND RESET .PURSUANT ( II I RESOLUTION. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, __;TO__-BUSINESS__AND PROFESSIONS__CODE, SECTIONS 8700.TO 8805.'' 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING PLACEMENT. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ( II EXISTING CONCRETE. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 15. NO CONCRETE SHALL BE PLACED, UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. I II 16. 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 SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE ( II I POTENTIAL EXISTS FOR GROUND MOVEMENT. • INDICATES ADD'L LANDSCAPE SETBACK EASEMENT. I 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORKJ FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION 4 s Riw ( II OF INDUSTRIAL SAFETY. R/w q2,R/W 50' -------- ---------- ---- _---- T4 -----------, -----------, 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. , FUTURE IMPRovEMEN s R/W 12' 34' cl- 34' qG• . +e10' FROM STA. I I I ( I 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE �S:s' b ` 34 moi- 34' 12' 553+so To asa+so PROP EDGE OF DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. FUTURE IMPROVEMENTS PAVEMENT p,5" 30' r5.5 G' t 1.5' - 24' _045 10, 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, VARIES GONG. CURB + 0.12' 21M A.C. / A.B. LEVEL LINE GUTTER /ft EX15T.A TO 0.12' DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 22- 29 / ,- BE RE vED aX I I r� ---' .. - GONG. CURB + 21 M ® Ii4 / �. P A.C. / A.B. GUTTER 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE % -� ,�.-- ft_ *�,,� 27 LEVEL LINE GONG. SIDEWALK I TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE I' �FUT.- WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. GONG. CURB + ' I_' GONG. SIDEWALK GUTTER FUT. ENUE 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 5LMP'IT AVENUE u GONG. CURB + 3+50T STA - STA_ 546+02 TO 5TA_ 553+50 GUTTER s7a553+5o TO sTa_ 563+3o 23. 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 I I) BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I I) 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING I II STREET IMPROVEMENTS UPON INSPECTION OF THE SITE THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS: 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL CONSTRUCTION NOTES- ' ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED QUANTITIES 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 O CONSTRUCT 4' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CSEE GENERAL NOTE 27 + 28) 0 INDEX MAP 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION _` 2 O CONSTRUCT G 1/2' AG PAVEMENT CMIN) OVER 12' COMPAGTED NATIVE MATERIAL 109, 780 5_F 3Q AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER C5EE GENERAL NOTE 27 + 28) COMPLETION OF ROUGH GRADING. O CONSTRUCT 8' CURS d- GUTTER PER CITY. STD. DWG. NO. 101. 1,702 L.F. 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL 0 EAST R/W STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED O CONSTRUCT G' CURB + GUTTER PER CITY STD. DWG. NO. 101_ 50 TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. (5 INSTALL KING K1ggE CALIF. LUMINAIRE TYPE Klqq-EAR-11-150-HP5-120-K1G-PBG CH=14.5') 4 EA.' FUTURE IMPROVEMENTS 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE O CONST. DRIVEWAY APPROACH PER CITY STD. DWG. NO. 102, W=PER PLAN 372 S.F. R/w q6 i6 FR STA. 564+qo To 655+82 AT ALL TIMES. A MINIMUM 12 30' �I- 40' 6' CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. GROSS GUTTER PER CITY 5TD. DWG. NO. 104. WIDTH PER PLAN_ 1,263 S.F_ O CONSTRUCT 10' 30. NO MATERIAL:OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 3 EA. PRIOR APPROVAL OF THE INSPECTOR. �8 CONSTRUCT RAMPED CURB RETURN PER CITY STD_ DWG. NO. 104A 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE �g _ N CONSTRUCT 4' CONCRETE SIDEWALK PER CITY 5TD. DWG. NO. 105A, W -PER PLAN 11.427 S.F_ Ex1sT.AG To oz4• B REMOVED GONG- CURB + LOCATION OF THE SEWER LATERAL. 1.495 S.F. p� hLitt_- A.G. / A.B. GUTTER T v LEVEL - 27.y 1/4 10 O CONSTRUCT P.G.G. BUS BAY _ 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, 1 EA_ ,_ _ GONG. SIDEWALK INCLUDING ADEQUATE WATERING, AT ALL TIMES. 11 REMOVE BARRICADE PER CITY STD. DWG. NO. 118. AVENUE 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS 12 INSTALL STREET LIGHT CSCE #20) 22,000 LUMEN G EA. U - J STA_ 5G3'97 5G5+82 AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 13 CONSTRUCT LOCAL DEPRESSION PER CITY 5TD_ DWG. NO. 121, WIDTH PER PLAN. 1 EA 4 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, 14 GRIND EXISTING PAVEMENT AS REQUIRED 7.745 S_P_ STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF `� 4•''"� ' 'L•" THE CITY TRAFFIC ENGINEER. O 1 EA {c��{` 15 INSTALL STREET NAME SIGN ' ov i c �' 35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 1G INSTALL BARRICADE PER CITY STD. DWG. NO. 118 1 EA. O _ No".621813 vi rt EXCEED 25 MILES PER HOUR. 17 REMOVE AG PAVEMENT 44.909 S.F. ` EXE, q �•�t 9 BENCH' MARK: #8-17 CALTRANS BASIS OF BEARINGS: SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS THE BASIS OF BEARLINE OF FOR THISNORTHEAST MAP 36 . CONTRACTORsk BRASS CAP IN CONCRETE S . C . E . IS THE SOUTH LINE OF THE NDRTHEAST AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 18 INSTALL CHAIN LINK FENCE W/20' WIDE GATE PER APWA STD. GOO -O 135 L.F. •'��i CIS{►� ��- 4� ' TOWER LEG, 343' N O HIGHLAND QUARTER OF SECTION 26, TOWNSHIP 1 w..,: .20 MI. W/O SAN NORTH RANGE 6 WEST SAN BERNARDINO - Or it w-'. SEVAINE AVE.,ARD., 2.65 MI. W ALONG MERIDIdN SHOWN AS N 89037'36" W DIN FESS OMA' No. 62183 co rn Exp. ?,)6. !' cls p 37. ALL CONSTRUCTION WORK AND MATERIAL WITHIN STATE R/WSHALL CONFORM TO CURRENT CONSTRUCT A.G.VERLAY Cl*MIN.) 10.305 S_F_ HIGHLAND AVE., FROM SIERRA AVE. A MAP AILED IN 800K 88 PAGES 36 S•p�o>, THROUGH 42, INCLUSIVE OF SURVEY 1q �_- RECORDS OF SAN BERNAIDINO COUNT CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD Q SPECI:F I CATIONS . M.W.D. NOTE= NOTIFY MR. JOE MIRONE OF METROPOLITAN'S WATER SYSTEM OPERATIONS GROUP. PRONE C909D 780-1511, EXTENSION 2734, AT LEAST TWO WORKING DAYS (MONDAY THROUGH THURSDAY) PRIOR TO STARTING ANY WORK IN THE VICINITY OF M_W_D.. FACILITIES AND RIGHT-OF-WAY. ELEVATION: 1428.6090 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA 1 Px VISE %STRIP/NG ON 0967' ea Or 6 I f2G/G1 �/`l K!/O�/�► >. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�oFEssroN� PREPARED IN THE OFFICE OF ,� �� . �, �� fZEC.•t�/N6 - _ I i �Qc� MILTON � Fye MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLAN 2 6VAvey,veowu"wlem. �7� %I COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 5 OF THE INLAND EMPIRE ,,� � OD fi DRAWN BY: s SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ¢ 7 No . 14814 in 10601 CHURCH STREET, STE. 107 S•C• SUMMIT AV E N U E _ tvR�►� p(P611, Y ase - (. lY• REV .S•LY CURB ALIGN.% STA -560 "97 TO 563 • 97 AND 2 /29/02 ! .( THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO . , Exp: 3-3i-01 RANCHO CUC909) 9 , CA. 91730 TI SHEET �+ PROFILE GRADE/CURB RET. SHT. 3 -6. � 1 •� �r PHONE (909) 948-131 1 DESIGNED BY; BRING THEM INTO CONFORMANCE WITH CONDITIONS AND' M.C.A. TA.545+ 67 ` STA.566+49.74 s RE N ►Z �� L�_ STANDARDS IN EFFECT_ sTIF, Flea 1 °Q�� `�.C. Date:0161100 CHECKED BY: APP D 8 . M. MADOLE R.C.E.14814 EXP.3-31-01 M.B. Od .A 'PITY FNhINFFR R_C_F- 51111-57 F)(P_ 12-31 -01 DATE U"U . URIC. I j'