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Home My WebLink About1982-1a ,F,kIS7 SrORM 4WAIAI ALrR eITY A,01090YMO SrORA4 PRWAI PI -A105, rA;' /35rf,6-/ PRIMROSE CD -URI-, fxw 's 051 wec pnel a/ry joplAwo SEW&R mo Ycm&wr A A A'S 2 - TR. 13 3. owa. /vo. /,S 0 VICINITY MAP NOT TO SCALE � � %� � � � � � 1� 10 I is I its T m w 37 0-71 "'l< Ir I i! -W A 5ACkF=L0W PEF-VEUT(OM LOCATIONS� J* 12ow I _wftft - - ................... __7 ef w 1 2-w AS -BUILT REMARKS dvEJeA"1"W S7. r>o a 1 521 -mmumm- -mummoL. AmwmmL__% 7 1 qf EX157 WArEC iWg S4,V 5,4 POPPY LANE 7460 0.4MI61- W.4;riroe cp"pwy v CHECKED: MM Co q3 WA 76-A AL A IVS G7 � 0-, - 1111,liiillllle �� Ji �1�je�A�j <,0 I DWG. NO. 0\ Q C) SHEET NO. I NDEX MAP OEM UTILITY NOTES: SCALE: 1" - 80' WATER: SAN GABRIEL VALLEY WATER COMPAW 5 -007 11142 GARVEY AVENUE 4 �84 4 4 4 ol EL MONTE , CALIFORNIA 91734 3 -3473 TEL. (8115) 448 - 6163 TE 30) -2 q7 5 �00 MR. FRANK LOGUIDICE .2 �0,0 7 SEWER: CITY OF FONTANA L 1 40 440 A 770N !Slr. C Al A 8353 SIERRA AVENUE -AGE PARKWAY 8.5 5 1 cg.,) FONTANA, CA. 92335 47 - 4-046 TEL. (714) 350-7640 's POWER: SOUTHERN CALIFORNIA EDISON COMPAN) go # 66 a P.O. BOX 788 MA Y�9'L 0 WER S7. -2 0 06 2 sa 300 N. PEPPER STREET RIALTO, CA. 92376 4E RA IVIUM S 7 - MR . DAVE JONES w w > z w > GAS: SOUTHERN CALIFORNIA GAS COMPANY $3 17 3416 16231 VALLEY BLVD. eo 7 //a? -27 FONTANA, CA. 92335 cr_ ev 7 1(;7 MR . LOU WESTFALL .20 w ka, SOUTHERN CALIFORNIA GAS COMPANY MAY u 4 17 -t2s TRANSMISSION DIVISION 4 67 � 2191 E. BIRCH STREET 46 BREA, CA . 92621 TELEPHONE: PACIFIC TELEPHONE 900 HELLMAN AVENUE 64 RANCHO CUCAMONGA01 CA. 91370 LEGEND: ms �IIVDICA-rEg SEWER A011V 1lV01CA7E!5 SCKIER M*VI401,40' 1"49bCA7ES SEW5.0 7reMIMAl. C46AAlalr INCIICA 73!,S .59 WrC NaISF " 7EeAZ_ ffitolc'A 7eS S700M ok"AlAl z, Imc- w /A /Ole, 4 74 55 WA 7FAe A-fA /^/ JL1�q.=RGleoUAjt0 0 A> VC5 R r 46v - 4 43 -3 f Al!E� CAZZ, 46 �qOUAF-19 P910e -rO PRIVATE ENCINEER*S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. 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 RESPONSIBILI �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 ALLEG IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONSTRUCT I ON NQTFS AND- QUANT LTY EST I MATE:_ O -CONST. 8" EXTRA STRENGTH V.C.P. SEWER MAIN O -CONST. SEWER MANHOLE PER CITY STD. DTL. 112 G)_ -CONST. SEWER TERMINAL CLEANOUT PER CITY' STD. DTL. 128 *G�_INSTALL 4" HOUSE LATERAL PER CITY STD. 0TL_A7_S @_-I NSTALL LATERAL WYE CO"X4") W IT H 4" x Va 8EtA D ovr=. F_xisT. s" vcp sTus I jovg MARROLE (RSC14ARlUE�Ll5A_SE A�5 WT4��r CASF- I C -09c. EWcASEMElQT PEZ KZ.F G.U. _57-a TA--807- 50MIPcR 4CLeAAOUr AROX �O�R 4.-::17"Y S74P 14e5A. * NOTE , SEWER LA.,.7ERA-.L'5 TO T14ESE LMIS 5HikLL 'M AHOUSE CONSTRUCTF-0 WI -1714 DEV I CF-. LATERA A 5ACkF=L0W PEF-VEUT(OM LOCATIONS� J* LOT I 7 a At 17 of ff f# *V its -31 JV 4f 41 44 4f 46 47 40 4t STREET NAME DESIGN LO('. AS -BUILT REMARKS dvEJeA"1"W S7. r>o a 1 521 )TT ?a' DRAWN BY: LP 7 # 17 7 1 qf N 5,4 7 4 6,3 7460 CHECKED: MM Co q3 G7 � 0-, - 1111,liiillllle �� Ji �1�je�A�j <,0 I DWG. NO. 0\ Q C) SHEET NO. q7 6 0,17 67 IF 4a& /0 5 -007 4 77 4 �84 4 4 4 ol 3 -3473 3 3 41? -2 q7 5 �00 .2 �0,0 7 L 1 40 440 A 770N !Slr. C Al A -3 13& 13 4% 8.5 5 1 cg.,) 47 - 4-046 4 's fy # 474 go # 66 a MA Y�9'L 0 WER S7. -2 0 06 2 sa 4E RA IVIUM S 7 - 6 46 4 &7 47 3 g6 3 �,�6 $3 17 3416 CARA1,d710M S7.- eo 7 //a? -27 Z �3b ev 7 1(;7 .20 -� 30 ka, -� 02 4 17 -t2s 4 67 � 4 46 -2-3 64 AfAYnOK-FC 57. 4 fA? )97-60 M/ /9 7. M I 50 3 -t5? 9T. 06' 14 Z ix67 0 2 64 Z IL57 It rmsRA "lam s -r. 102 122 L r r. 04 fez '24 -tzo # *6 q 463 97. z1f "A 9 -,S C///- r*' 9E W.ER L A r.=AP.A 4,G OVA"T17 X u"I r 4 F EA BENCH MARK:.*342,0 CITY OF FONTANA BENCH MARK 360 A NAIL IN POLE 01536704E AT SOUTHWEST CORNER OF LIME AVE. AND BASELINE AVE. ELEVATION: BASIS OF BEARINGS: THE BEARING OF N O(f220 40" E ALONG THE CL OF BEECH AVE., AS SHOWN ON TR NO 13325-2. FILED IN BK 215. PG 13-18. INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF S.B.C.. WAS USED AS FHE BASIS OF BEARING FOR THIS MAP- CITY PUBLIC OF FONTANA, CALIFORNIA WORKS\ EPARTMENT 19-2 EA DRAWN BY: LP SEWER IMPROVEMENT PLANS TRACT NO 13929 T I TLE SHEET SCALE: AS SHOWN I 5,4 AI CROUAID 'L/AV:�.z 77)N\= . //// \\\Y,4,1 A. Sit& Mool/1910 "AlvAer 7v mw //*Tf-r; ClrX 97r -A leo 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. I 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. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT C5191 564-2246, AND 48 HOURS PRIOR TO REQUIRINGINSPECTION. 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES. TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 8. 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. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF. -A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 10. ALL UNDERGROUND FACILITIES. WITH LAtERIALS. SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER. WATER. ELECTRIC', GAS AND DRAINAGE. 11. ALL TRAVELED WAYS MUST BE CLEAWD 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. 12. 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. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS. SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING. WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 15. ALL STATIONING REFERS TO CENTERLINE OF SEWER. 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 17. ALL PIPELINE OR SUBSTRUCTURES 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. 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 19. 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. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA C7143350-7610 24 HOURS PRIOR TO STARTING WORK. 21. 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. 22. ALL UTILITIES SHALL BE CONSTRUCTED.TESTED, APPROVED. AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO' ANY PAVING. 23. AN "X" SHALL BE CHISELED IN THE CURB AT THE LOCATION OF SEWER LATERALS. 24. LATERALS SHALL BE CONSTRUCTED ACCORDING TO FONTANA STANDARD DETAIL 125. 25. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE C53 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEMP SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE C53 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINA- TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 26. THE CONTRACTORCS) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVA- TION OR TRENCH WORK AS DESCRIBED IN NOTE24 ABOVE FROM CAL/OSHA. 27. 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. Sot> v Amm. 2,70 slopravism I % OTNeRwSE p1jeEc7&_o OW ZA 7ww, S;e =,Va/,AJe5R -ELEVATIOL Z) TYPICAL SEWER HOUSE, LATERAL NOT rO C,4.':%A & X BENCH MARK:.*342,0 CITY OF FONTANA BENCH MARK 360 A NAIL IN POLE 01536704E AT SOUTHWEST CORNER OF LIME AVE. AND BASELINE AVE. ELEVATION: BASIS OF BEARINGS: THE BEARING OF N O(f220 40" E ALONG THE CL OF BEECH AVE., AS SHOWN ON TR NO 13325-2. FILED IN BK 215. PG 13-18. INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF S.B.C.. WAS USED AS FHE BASIS OF BEARING FOR THIS MAP- CITY PUBLIC OF FONTANA, CALIFORNIA WORKS\ EPARTMENT DRAWN BY: LP SEWER IMPROVEMENT PLANS TRACT NO 13929 T I TLE SHEET SCALE: AS SHOWN I PREPARED IN OFFICE OF 1*0 Ess/o*, MADOLE AND ASSOCIATESo INC. CONSULTING CIVIL ENGINEERS *\LTO,V AND LAND PLANNERS 1820 E. 16th Street SANTA ANA, CALIFORNIA 92701 PHONE C7141 835-2548 4K F*. * If evi L ir's DESIGNED: MA CHECKED: MM DATE: AP L 1990 JOB NO. � 0-, - 1111,liiillllle �� Ji �1�je�A�j <,0 I DWG. NO. 0\ Q C) SHEET NO. REVISIONS I AFORKRL I DATE I APPARYAL I DATE OF C L0 In INU v F -V OF -.3 ,/J.M. MADOLE R.C.E.14814 DATE TY ENG I ffEER_ *ot. E. 2 5 1$1 " - ' Li . OFFfTT�EE§HHKTT§BWRRRPEAMRSTRRit!"§fl=-?Of01163)Oo 1 9 750 00 -Apt -W ;!M48 PM / 133-12M-1