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HomeMy WebLinkAbout1811-1GENERAL NOTES 1, THE CONSTRUCTION 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 THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRAC- TOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF OF CONSTRUCTION. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 5. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 7. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 8. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 9. BACKFILL MATERIALS TO HAVE A.S.E. OF 30 CMIN.) AND MINIMUM COMPACTION OF 90%. 10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 11. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATEDLY. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STANDARD 125-A. 1 4 . TERM I NATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOTi WITH A Ft UG. 614OULP A PU13LIC UTILITIES EASEMENT LIE CONTIGUOUS TD THE STREET R -O -W, THE LATr:RAL SHALL EXTENPA09055 THE L5-ArEMLNT ANP TERMINATE 3' INSIpC- THE LOT AS MEAG0REP FROM THE UTILITY EASEMENT LINE. 1 5 .. 51=W R COt4TRA6,TOF, S A L GH l 5 E L" X" t N -rVke C URt3 AT TH L-0 GATI Ott O � TF -t � LA-(' SRA L . lb • ALL- SFA-rIDNtNG RF_t✓E�R6 To ►� . -r -45 e7i✓W �51K CotJTR AG -T F, *�tA L_L_ OF-: L0GATt0N AND Oe ALL E�7Xt (NLG uKDF_R6jRQ0ND VTl L 1T1 W rt f=- 1 U_E-F 5�'aw l ON FLAOS D4-2, NoTT. 116. NOP»: PI-i1C l)NDER 1�fZ��1EWa�(�. 19. 1-�t4(itrlW-9 htAAi_L_ Gg07C WC ORtGINAI- y,F_W .R IMPROg9rAF_ -1- PL_ANS ANS `'AS lb0t ,T" tNFO�MATtON PV_IpR To c-ITY AC,G�iANC45 ov-, -rgCE y c -w wl PRIVATE ENGINER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACT SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS, At -SD AS APPRov�p cvv� ��1G1NE�R BENCH MARK FUE 1 USCGS -A- STATION ' PACEL' 1963.90'± ELY. OF RAILROAD TRACKS AND 28'± SLY. OF CL BASELINE. 1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364 ELEVATION 1301.54' SEWER PLANS �ulfti TRACT No 13092 I N THE CITY OF FONTANA COUNTY OF SAN BERNARDINO CONSTRUCTION NOTES DESCRIPTION: 1. CONSTRUCT 8" DIA. EXTRA STRENGTH V.C.P. SEWER 2O. CONSTRUCT 4" DIA. EXTRA STRENGTH V.C.P. HOUSE LATERAL 6 G.D. PER CITY STD. 125 A•�/Z� ' 3 . CONSTRUCT 48" PRECAST CONC . MANHOLE PER CITY STD . 109,112 � l 144 5 . REMOVE T15MP G,D. A dog l EY,8ft V.C.P. SEWER LINE. PRIOFZ TO 6DN57R06Ttor4 OF THV WATER, SFWER At4140{, �,TPRM DRAIN LlNes, T�� CDNTRACOR 154ALL T4E5 ext,�TtN6( \"A-rew, �I:wER, At ID / OR STOPN\ PRA tt•A vJHF-fZE veli L -t_ DGLVFZ At -4C> vtrR(F-� Ft_EWATtON AtA1) L-OGAX(ON . APPRo\IAL. 8Y TH UF -;7 CA 7c OF t:oc-4-T-AMH OF A PROFDLjr-_-D c0NNe.GTt0N To A GtTY FAGS tit r� DOF_�j N oT t MPt_Y A PPt20\lA I._. o'F TN1✓ (.oRR1=�T N QS t7� `��� l V AT►oN AND ( oP, w (ATtDtA A 4,� '�;,R0v-1tJ ON Tt4E PLA�45 . UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE C714) 350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE C714)884-9411 OR C800)422-4133 SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE C714)529-2889 OR (800)422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE C714)947 -2996 -UNDERGROUND POWER C714)875 -5100 -TRANSMISSION (213)637 -1233 -PIPELINES, OR (8003422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91756 TELEPHONE C213)357-2257 OR C800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE C714)383-1655 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE C714)359-2585 OR C800)422-4133 0Al0C-r.:r00Al0 e 5KV166' ALEieT QUANTITIES 551 L.,G %3 4 L. F-�' 3 i,�,4 . /1" / l / 1"'MAXl/7 UM OIZLI SELEcrEo ISA r/VE' 6FEDD1NG� + - O Q .. .- ci coA4PACr5o ro 00ro ��� a� TYPICAL BEDDING FOR 8" VCP LESS THAN 10'sDEEP NOT TO SCALE GIVIN. IN. 10" ,44AX . W z W SOUTHERN W O N.T.S PROJECT VICINITY MAP NOT TO SCALE LEGEND TRACT BOUNDARY SES PAcKfoN� Sy5il5-:M lel EF-:. GoAvSTl r 7710AJ WAY Ft-WIr 4.0rs F'RoAtrirNG 0. 60,157-1 rur�o cr WA y k o- 5 /- 7 'A.. I 0. ..::.:...: H. Or B.P. :::..&F .................. 501L /"/4AX. SIZE- cOMPfI crew ro oo % /4 ro 3 4�. o H. SOCK Z35001NO ro p�tESSrU , ° d L. S r . ° an••� moo•: ; e•°•y ,n„ �,.�,, , 11 , �? /�`� TYPICAL BEDDING FOR B VCP 10'OR DEEPER ' = No. 25083 �"� INDEX MAP NOT TO SCALE * fxp• 12-31-69 4 NOT TO SCALE CIVIL Ufriawr .illm 1E NO. REVISION APPROVAL DATE CITY APPROVAL DATE Pre a r e d in the office o f: C I TY O FONTANA , CAL I FORN I A Adams Streeter CIVIL ENGINEERS INC. PUBLIC WORKS DEPARTMENT Drawn by: SEWER PLANS S°ale: Adams Streeter 15 Corporate Park ..� TITLE C L ENGINEERS INC. Irvine. CA 92714 1714) 474-2330 SH E E T Designed by: Date: ,- TRACT No 13092 RANDAL L. STREETER R.C.E. # 25083 DATE Cheoked by: 151rC �� �o Dwg. No NApproved:-. / MY REGISTRATION EXPIRES 12-31-89 LI88-6.3o rb. Approved: - �9��� INTERIMM ENGINEER R.C.E.2a1'Z��� 2