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Home My WebLink About2017-1ti 40 41 42 43 7 y�. 44 CARNATION 45 r 22 23 1 � 46 `.1.3 N1:) %Akk, 24 ir`%/. f �...�[_.� 1 LLI46 0 25 1 ILL 27 I < 49 25 r., LMum - GE_RANIUM sm-0-0 mmmm I'm mow 7 T" 5 4 3 2 1 w W 0(/)L J. � - Who - 1 l W 11,2"W 12 W 12 2 W VILLAGE PARKWAY POPPY LANE EX15T. WATlrR RL -M 4s,A4/ GA,OR/EL WA TER COM^4,V'Y WATER _PLANS._ Nr6 cd AAV - A mo 1 "tov7w .8 .0) UTILITY NOTES: REMARKS WATER: SAN GABRIEL VALLEY WATER COMPANY 4i 11142 GARVEY AVENUE. P.O. BOX 6010 @____99M6V6 pRojec 7 TEL. [8183 448-6183 4" HOUSE LATERAL PER arY MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA AS E Ail><NLIE M FONTANA, CA. 92335 SEWER �LFAJUdPT TEL. 07143 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 W 300 N. PEPPER STREET RIALTO. CA. 92375 I MR. DAVE JONES 940 GAS: SOUTHERN CALIFORNIA GAS COMPANY L 16231 VALLEY BLVD. 1AXleow FONTANA, CA. 92335 MR. LOU WESTFALL 1#/61vM1dY Q Q ii TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 Y TELEPHONE: PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM. CA. 92807 f GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA. CA. 91730 it/ Q A E C 143 945 - 3562 urvo45e45W0a jA0 s�,�circ� ��.e7 =• / - ,4t-2? - 4/33 -pr8 _ frov,¢s lcl'%eio c To co�vsT�vGTiow t go + 13 INDEX MAP, SCALE: }'= 80' -- �W LA TcIA1, 1-2 Td I fl= Z�pr _ _ L (.0,7`;31 %_7 f/AL L -_ 8=' 00/vS 7'RUcr,ED W1r1j pE ✓/CEE HOUSE LATERAL LOCATIONS: V I Q I N I TY MAP ION NOTES AND N.T.S . UTILITY NOTES: REMARKS WATER: SAN GABRIEL VALLEY WATER COMPANY DTL. 112 11142 GARVEY AVENUE. P.O. BOX 6010 @____99M6V6 EL MONTE, CA. 91734 FA TEL. [8183 448-6183 4" HOUSE LATERAL PER arY MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA LATERAL WYE (8"X4"7 W/TA .{ 6353 SIERRA LAVENUE M FONTANA, CA. 92335 SEWER �LFAJUdPT TEL. 07143 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 W 300 N. PEPPER STREET RIALTO. CA. 92375 I MR. DAVE JONES C71 43 820 - 5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL C 143 889 - 9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 07143 529 - 2889 TELEPHONE: PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM. CA. 92807 07141 999 - 5639 GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA. CA. 91730 C 143 945 - 3562 urvo45e45W0a jA0 s�,�circ� ��.e7 =• / - ,4t-2? - 4/33 -pr8 _ frov,¢s lcl'%eio c To co�vsT�vGTiow -- �W LA TcIA1, 1-2 Td I fl= Z�pr _ _ L (.0,7`;31 %_7 f/AL L -_ 8=' 00/vS 7'RUcr,ED W1r1j pE ✓/CEE HOUSE LATERAL LOCATIONS: CONSTRUCT ION NOTES AND QUANTITY ESTIMATE: DESIGN LOC tO---- CONST. 8" EXTRA STRENGTH V.C.P. SEWER MAIN REMARKS 2a -CONST. SEWER MANHOLE PER CITY STD. DTL. 112 q+ qL0 @____99M6V6 EX157. TEMP0KARY SEWER TERM/N,4C CLEANOUT .MV.k7/N FA 4O -INSTALL 4" HOUSE LATERAL PER arY S7An04e0 6€7o1L N16 5O--INSULL LATERAL WYE (8"X4"7 W/TA .{ " R Y's 6END M 7N�TALG SEWER �LFAJUdPT • ENGR g DATE C11 Y DATE REVISIONS APPROVAL APPROVAL two 4 3 fi 34 W 5+ZI I -- �W LA TcIA1, 1-2 Td I fl= Z�pr _ _ L (.0,7`;31 %_7 f/AL L -_ 8=' 00/vS 7'RUcr,ED W1r1j pE ✓/CEE HOUSE LATERAL LOCATIONS: LOT STREET NAME DESIGN LOC AS BUILT " REMARKS EA 1 GERAW I U M q+ qL0 v 40 FA 2 CHECKED: 2+a Lp JOB NO*;00 -12 5 133 6 3 WG . NO. 201-x' 3 +INV • ENGR g DATE C11 Y DATE REVISIONS APPROVAL APPROVAL + 4 3 fi 34 5+ZI 6 4+Z� 7 4142 8 4+42. 9 4+ 3z 10 J., -3I 11 0 +qa + 12 t go + 13 14 z+s3 15 GERAN I UM 10+ql 16 „ 11 +tpO 17 11 + 7q - 19 II+oto 20 t 2O 21 1z +44 22 13+1q 23 13+39 24 13+-4s.sl 25 13+-45.1 26 I3+ 27 131 2�l 28 12+ Zq 29 11 +64 30 11+40 =' -32 - 33 to +02 34 G E RANI I U M 12 +7 c) 35 '' 12+40- 2+4236 36 11 12134 37 38 39 40 to + 22 11 PROVIV MACC/G 7'o 3,.40E ---1 t r/iv. 19.0 0 940PW END L d TiPAl� �JE'OP�;�Ty l �1uE 4 " Q/SER PES' C/TY Gro. �2g QUANTITY (UNIT BENCH MARK: 3&o CITY OF FONTANA BENCH MARK * 360 A NAIL IN POLE +� 1536704E AT SOUTHWEST CORNER OF LIME AVE. AND BASELINE AVE. ELEVATION: 376• 4 FA / EA 1140 LF 40 v 40 FA 45' 4 mic - TYPICAL SEWER HOUSE LATERAL LEGEND: e /A/D14470 SEWER MA/N RVO/CA1'ES.- SE *rg MAAIR� Xff 10 "IeA7Ei3 SFWEAP MRA-flA&Z 4ZeA l4&r AAICA M5 SEWER //0&5E 4d7ekv,14 GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL. REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER. WITH RCE NUMBER BELOW 14814. OR A LICENSED LAND SURVEYOR ONLY. 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 40 HOURS PRIOR TO ANY GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT 16193 5F)4-2246. AIM-) 4A HO' "Rlq PRIOR TO REQUIRING INSPECTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. S. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 9. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS. LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. 10. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 11'. ALL STATIONING REFERS TO CENTERLINE Of SEWER. 12. ALL PIPELINE OR SUBSTRUCTURE$ OF ANY KIND AND ALL TELEPHONE OR POLES. WATER METERS. VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION. SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBLITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 13. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 14. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 15. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA 17141350-7510 24 HOURS PRIOR TO STARTING WORK. 16. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILI- TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 17. ALL UTILITIES SHALL BE CONSTRUCTED.TESTED, APPROVED. AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANY PAVING. IVS. AN "X" SHALL BE CHISELED IN THE CURB AT THE LOCATION OF SEWER LATERALS. 19. LATERALS SHALL BE CONSTRUCTED ACCORDING TO FONTANA STANDARD DETAIL 125. 20. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 153 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE 153 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINA- TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 21. THE CONTRACTORIS3 SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVA- TION OR TRENCH WORK AS DESCRIBED IN NOTE f9 ABOVE FROM CAL/OSHA. `22. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED. A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. RIVATE ENGINEERS NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE 'CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 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. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BENCH MARK: 3&o CITY OF FONTANA BENCH MARK * 360 A NAIL IN POLE +� 1536704E AT SOUTHWEST CORNER OF LIME AVE. AND BASELINE AVE. ELEVATION: 376• BASIS OF BEARINGS: THE BEARING OFNOdf22'40-E ALONG THE CL OF BEECH AVE.. AS SHOWN ON TR NO 1331 NCL FILED I N BK 215. PG 13-18, INCLUSIVE OF MAPS. IN THE OFFICE OF THE COUNTY RECORDER OF S.B.C.. WAS USED AS THE BASIS OF BEARING FOR THIS MAP. C ITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: L P SEWER IMPROVEMENT PLANS TRACT NO 1 TITLE SHEET SCALE: AS SHOWN PREPARED IN THE OFFICE OFQpF�Ess�py MADOLE AND ASSOCIATES. INC. P�° ,LTpN F CONSULTING CIVIL ENGINEERS �'`` �S � �q �`'� AND LAND PLANNERS �� oo, 1820 E. 16th Street No. 14814 '� SANTA ANA, CALIFORNIA 92701 PHONE 17143 835-2548 - OF 1c ��F°\P .M. MADOLE R.C.E.14814 DAT DESIGNED: MA/LLP CHECKED: DATE: JOB NO*;00 -12 5 133 6 - - APPROVED T ENGINEER R.C.E 131 WG . NO. 201-x' SHEET NO. 1 OF 3 • ENGR g DATE C11 Y DATE REVISIONS APPROVAL APPROVAL *P*71710E SHEET SEWER PLANS TR 13 - 28 10. 183] PF: 1 761 06 -Jul -90 09:26 AM / 133-1265-1