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Home My WebLink About1877-1silly VA N 3. 4. FONTANA REGIONAL AJRUPA HILLS PARK VICINITY MAP --RNARDINO CO. RIA:RSIDE CO. �:) A R T J. _r- � _F I 1 -1 - � .� else ITEM QUANTITY UNIT SO. CALIF. GAS COMPANY—DISTRIBUTION FACILITIES INSTALL STANDARD FONTANA STANDARD I ONO 3 52 I!, 1x4x Z� 51 0 48 C- 47 -�z C' 41 PRIVATE ENGINEERS NOTICE TO CONTRACTOR ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN OF THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE NATURE OF EXISTING GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR TO CONSTRUCTION. THE CONTRACTOR IS PEQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S REPSONSIBILITY TO NOTIFY THE OWNEft Of THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL UNCOVER ALL UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTIONs, OTHERWISE THE CONTRACTOR ACCEPTS FULL REPSONIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CONSTRUCTION. I%S lu vv lu IV 11 *t lu u lu v U. 8�t lu % It IU IL A Nrs� '%s 1U IU Nr%44,� ]IF A Nr%� A og� IC A U I 11f IC IV Nr,-� 11 A INDEX.MAP. SCALE: III = 100 1 ,Ptf1V14T,f Z-IV61NEZ-RY NME TAIE FfflVATE E1V611VEEe J-1aA111V6 r11fSE PZAAIS' IS ?EYPOAISIBLE FOR A5SL1,f11V6 TAIE A60LIeACY AAID AICeCPrABILITY OF 7'11E WDR& llfgEOAI. IN T11f EVENTOF,0fSOREPA&CIES AlelSIAIY &IfIAIC rON- Y7'RL1eT1,0N T11E il�FIVATE EN,6-INEE9 SAM& 6f fESP,01VS19LC A-09 ,Of-7Z--,eN1A11N,6 AAI 4MEPT,4BLE S0ZVrA0A1 4ND REVISINS Th(f PL4NT r-09 ABP)?0Y4L.8Y 7'11Z CITY T AC LQ L"L NO* 1 237 L 9" melsoll" Sees A Com IA .. -tr I Is IN .3 T so 46 0 + 0 T 9 - �'Wv Co's 41 C r MI W"W"o T LSee e, It L t W two -come R0 IOU, A_� 4 1A* 019TAIL detJlPU%'1916CuN4 for dr t atric coo may bt md le lieu af concemric cents. 3L 7k lowest manhole sig SW be plactIll rd Im iku 16" nor mm tmn 24"abOe 3helf 4 T4 upper manhole step sMU t placed 0 N! ween the top of reant tk whole cover fralm rmve than - Inle 5. All j0103 $11tall bt mortared. C 3/4" Iron fep *rj)I%3fiC 3tCP3 per 'Af0k A - 8 , A 3 T .416 A5'TM 'Type 11 Grade 43755. STANDARD PRE -CAST MANHOLE PER CITY OF FONTANA STANDARDS DETAIL 112 Od. T a CONSTRUCTION NOTES AND QUANTITY ESTIMATES NO. I ITEM QUANTITY UNIT SO. CALIF. GAS COMPANY—DISTRIBUTION FACILITIES INSTALL STANDARD FONTANA STANDARD MANHOLE DETAIL PER CITY OF 112. 14 EA. "A SO. CALIF. GAS COMPANY—TRANSMISSION DEPART14ENT NOTF_ 2191 BIRCH STREET BREA, CALIFORNIA 92621 INSTALL 8" PIPE PER CITY OF SPECIFICATIONS. FONTANA VITRIFIED CLAY STANDARDS AND SOUTHERN CALIFORNIA EDISON C014PANY L.F. G) INSTALL 411 SEWER FONTANA STANDARD LATERAL DETAIL PER CITY OF 125. TELEPHONE (714)947-2996—UNDERGROUND POWER L.F. (714)875-5100—TRANSMISSION 6'WI,41 0.10 <; "'AA&V (213)637--1233--PIPEI,INES, OR (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE S,�LECTED NATIVE SOIL POMONA, CALIFORNIA 91766 NO .4 OAR L4��W(5;IT' , (T-tf OF4)* NO. TIE IE54 1Z "MAX ['_00014 Is CLA SS CONCi<EE 60 SECTION A -A u N rr= F�7� f zou N �5TRUC�TO� -n;��- (��4 11, 1/4 of TO 3/47 ROCK BEDDING TYPICAL BEDDIISIG FOR 80 vCP 10' OR DEEPER N.T S. TYPICAL BEDDING FOR S' VCP LESS THAN 10' DEEP NT.S. GENERAL NOTES:. 1 THE CONSTRULTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ACSO'BIE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT 14AY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBE[) IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL HE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48—IIOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AM) SHALL BE RAISED TO GRADE BY PAVING CON,rRAC,roli AFTER COMPLETION OF PAVING. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE (NSTALLED ON A 2% MINIMUM G'RADE (;NI'sESS OTHERWISE APPROVED BY THE CITY ; ENG I N E ER - INSTALL SEWER CLEANOUT BOX FOR ALI. HOUSE LATERALS PER STI) 125--A. 14. TERMINATE ALL 411 "OUSE SEWEE LATEMS INSIDE THE LOT WITH A PLUG. qWOULD A. PUbLIC UTILITIE5 EASEMENT CONTIGUOUS TO THL 5TI?EET R.O.W, THE LATER&L SHALL EATEMD ACKOSS THE EA5EWENT AMD TERMINATE 3' INSIDE TVAE LOT AA WEASUKED FROM TWE UTILITY EASEMENT LINE. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, D014ESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL. SYSTEMS, ETC. 48—HOURS PRIOR TO EXCAVAT14 NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 SA tJ ITA SO. CALIF. GAS COMPANY—DISTRIBUTION FACILITIES 670 4TH STREET, P.O. BOX 6226 v SAN BERNARDINO, CALIFORNIA 92408 "A SO. CALIF. GAS COMPANY—TRANSMISSION DEPART14ENT NOTF_ 2191 BIRCH STREET BREA, CALIFORNIA 92621 USG S- NO.4 LOWGITM71NAL i3AI;Z�F> TELEPHONE (714)529-2889 OR (800)422--4133 SOUTHERN CALIFORNIA EDISON C014PANY SQUALL:1y' 4SPA<:-_F_17 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 CASE 2 TELEPHONE (714)947-2996—UNDERGROUND POWER (714)875-5100—TRANSMISSION 6'WI,41 0.10 <; "'AA&V (213)637--1233--PIPEI,INES, OR (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE S,�LECTED NATIVE SOIL POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422--4133 I MAX. SIZE SAN BERNARDINO COUNTY FLOOD CONTROLDISTRICT 121 825 EAST THIRD STREET COMPACTED TO 90 % SAN BE�NARDINO. CALIFORNIA 92408 41 TELEPHONE (710�83-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 04 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 MAX. SIZE SELECTED W NATIVE BEDDING + d. COMPACTED TO 90% 0 X. 1/4 of TO 3/47 ROCK BEDDING TYPICAL BEDDIISIG FOR 80 vCP 10' OR DEEPER N.T S. TYPICAL BEDDING FOR S' VCP LESS THAN 10' DEEP NT.S. GENERAL NOTES:. 1 THE CONSTRULTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ACSO'BIE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT 14AY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBE[) IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1. 1.6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL HE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48—IIOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCH MARKS WHICH ARE DISTRIBUTED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AM) SHALL BE RAISED TO GRADE BY PAVING CON,rRAC,roli AFTER COMPLETION OF PAVING. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE (NSTALLED ON A 2% MINIMUM G'RADE (;NI'sESS OTHERWISE APPROVED BY THE CITY ; ENG I N E ER - INSTALL SEWER CLEANOUT BOX FOR ALI. HOUSE LATERALS PER STI) 125--A. 14. TERMINATE ALL 411 "OUSE SEWEE LATEMS INSIDE THE LOT WITH A PLUG. qWOULD A. PUbLIC UTILITIE5 EASEMENT CONTIGUOUS TO THL 5TI?EET R.O.W, THE LATER&L SHALL EATEMD ACKOSS THE EA5EWENT AMD TERMINATE 3' INSIDE TVAE LOT AA WEASUKED FROM TWE UTILITY EASEMENT LINE. 15. CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATION AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER. ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING IRRIGATION, D014ESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL. SYSTEMS, ETC. 48—HOURS PRIOR TO EXCAVAT14 NEAR THEIR FACILITIES, NOTIFY: CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TEI,EPHONF,(714)350-7610 SO. CALIF. GAS COMPANY—DISTRIBUTION FACILITIES 670 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714)884-9411 OR (800)422-4133 SO. CALIF. GAS COMPANY—TRANSMISSION DEPART14ENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714)529-2889 OR (800)422--4133 SOUTHERN CALIFORNIA EDISON C014PANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (714)947-2996—UNDERGROUND POWER (714)875-5100—TRANSMISSION (213)637--1233--PIPEI,INES, OR (800)422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422--4133 C-7 SAN BERNARDINO COUNTY FLOOD CONTROLDISTRICT 121 825 EAST THIRD STREET SAN BE�NARDINO. CALIFORNIA 92408 41 TELEPHONE (710�83-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133