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Home My WebLink About2038-1T 3 N SCALE: 1' = 150' PROP. V ETEK- 101 1 13A. S 1 m S l"Tr. 0 'RECORD DOCUMENT These Record Documents have bei ppi>ed based on information providedby otlibs: `I Design Professional has not verified the accuracy and/or completeness of this infothrnation and shall not be responsible for any errors or omissions which may WD��d herein as a result _ DAVID .4.1i��A1 Nel-z ,OA -f E cvNsl1VZ1�i�a1j1- I S j.P,61W rW VZ:4vc�i le L A1 -r I`i Z epZ 410; .EA10 R" clrt".sro. i?.,5 PmpBy: ALLARD EN SNEERING Civil amnwft - Land Soft - Land Plmw q NM 91arga Avm= P a= 19a3 ,0AVID 5. WARNER IZCF ¢.?97G (EYp G -.10.07) INDICATES SEWER MANHOLE INDICATES HOUSE LATERAL INDICATES SEWER MAIN INDICATES SEWER TERMINAL CLEANOUT INDICATES SEWER PLUG PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDU_TI-LI-TY 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 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS 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. I 271,E UTILITY NOTES: WATER: SEWER: POWER: GAS: TELEPHONE: I_.,._.r.. VVI\L l- . 1 - - I ...JV SAN GABRIEL VALLEY WATER COMPANY 11142 GARVEY AVENUE, P.O. BOX 5010 EL MONTE, CA. 91734 TEL. (8181 448-6183 MR. FRANK LOGUIDICE CITY OF FONTANA 8353 SIERRA AVENUE FONTANA. CA. 92335 TEL. 07141 350-7540 SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 300 N. PEPPER STREET RIALTO, CA. 92375 MR. DAVE JONES 07141 820 - 5191 SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY'BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL 07141 889 - 9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION* DIVISION 2191 E. BIRCH STREET BREA, CA. 92621 (7141 529 - 2889 PACIFIC TELEPHONE 3939 E. CORONADO STREET ANAHEIM. CA. 92807 (714) 999 - 5639 GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA. 91730 (7141 945 - 3562 PRIVATE ENGINEER'S NOTE: 4z,7 - I -EXIST A.KERIA VE.. 1 SECTION 'A -W SANDBAGS 2 H/GH .0- w & 1 r. Q w i. e!0,0% . _ I , V . ,. %., . 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 Bas a Line A� I WORKS CONSTRUCTION, LATEST EDITION. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. > > > > > > M C c - = = = C �, 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN a' a < < a < a APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT Miller Avenue 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. o c c 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. Foothill Boulevard 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 PONE BY A REGISTERED CIVIL ENGINEER, WITH RCE o o NUMBER 9396.5:OR 10WGR j A LICENSED LAND SURVEYOR ONLY. 0 :. ,x o c _ ,,, 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY a GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT Arrow Route I C619) 564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION. l I 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. VICINITY MA P 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUAT WATERING NOT TO SCALE 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 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. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON- FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND Ln 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 6KADE0 STREET 5ECTIOIV LIMITS. N.T. 5. 15. ALL STATIONING REFERS TO CENTERLINE OF STREET. 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 ONTROL DETAILS 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. M^1-AH0L.E, 121M5 SHALL I�>✓ (=00r=TrPUGTF� AT (c`l A�\IF 19 . A I ST I M HOLE R ES, A D OVERS TO E COXED CTE B THE 7{-IE� 1=11�L15F { G►2AY�t✓ 1l�bi GA -j" t� FSY TF -1 - 1�-Ah1 S • SE R CONTRA OR 5 ", B W F I N I: ED- SURF E GRADDUR PAVING. 5UV=FI G IE�I.1T-�11.1M�1✓12 aF L EA/E;l. IQC- 121t.1� S 51-1•ALL, 15� PLA tCE'D T V ING 0 ACTO S LL .IS SAM TO INISRAD Co � I✓ WH IC -H \\/1 L-J,� �A1jL-1=- - THF-- r2.1KA To � At: -I US-j-� � 1= Ir -I151-1 GSA - C �y 20. INSPECTION -TO BE CALLED FOR -THROUGH CITY OF FONTANA _ C7141 350-7610 0-R4a_ 2S) IQ' -THE- 1=UTUe� • 24 HOURS PRIOR TO STARTING WORK. �. 1 IJS ,gLL,A 10 I � o .4 " 5� LA LS 21 . ALL P ROP OSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UT I L I - O' H� TE-JPTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY ^12- r ►� T PA►e-T STH IS �ot�1T�� • o��-ir WORK. -ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. `mss✓ �o�rJ�T i c5ti1. i�>e� roil Ta MAIO, A15 5H o-�cSll�1 Otil� EE'✓ 7 7• 22. ALL UTILITIES SHALL BE CONSTRUCTED , TESTED , APPROVED, AND BACKFILLED T TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO NY PAVING CONSTRUCTION NOTES AND QUANTITY ESTIMATE l�i.t.G• C S EF NOTE ON e>EWER l-ATERAL- CON 43Ti uGT10N 0ETAI I- Sl-lt�T Z 1 INSTALL 8" SEWER MAIN (EwrR A. STizF-N GT H) 4 f'LUc� > 1r� gg L F 2 INSTALL 4" HOUSE LATERAL (1=xT1zA STi` E N GT H -�-- Lf::* 3 CONSTRUCT SEWER MANHOLE C4' D I A . ] PER STD . DTL . 112 & 114 ..�.. �. 4 INSTALL LATERAL WYE THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL ¢ A ODED e-6F&S -/Yol,d �L�l sal2 5 col.15T. te>=l�l�olzc� cotilC . r lc�rs)�1✓11 1T t tz >�"T 54-4 7 MZ167, � ILI 6 JOIN T.0 EXISTING SEWER OzEiMoV� 15' Gf-zWV- 2 PLUGG� �}- I- 9-`93 7 INSTALL SEWER TERM I NAL CLEANOUT PER STD. DTL . 128 EN E PLUG Y BE RESPONSIBLE FOR DETERH I N I NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 2 t4AA0f-_P 1%(r--D("l FL-OLI TD.JD10 V VLF �jedEf - 8 CONSTRUCT SEWER MANHOLE (5' DIA.) PER DETAIL ON SHEET .7 O 'A 9 INSTALL 18" SEWER MAIN (F -=,A 5T•1Z>✓1J GTr-I) '� 2,313 "� IL-1= 410) INSTALL LATERAL WYE C 18" X_4%" -1 rP-k- DE.'Tat�. 4 ►,Q SHEET 7 �•s'y3 REV I S I ONS APPROVAL DATE APPROVAL DATE 0 2 jotlJ 13 1NCvTAU- 21" �1 iN 1�A1N C.�XTtZ �Tf�!GT�1 28� 14 1 Ne I ALL, el '� X LAT62AL- WY5 _ f� �Z �CAIL ON �H�T �xcA�,4 101I FER_ nE-TA1 L al � 5 H T 7 � 1 L�5 PST A�rp_ox 1 MI &i &151ti1 STA1,L Pl l7l% CiATE ?012 l�. �j.�. -(� 1�. �Tfi7.17E'fa((, � �. ZO J 1�1 �> z EA . S�_ln1sTALL EROSlolY cml-rRa. sANPPAGS z 141&4, �fZ 06-r.4 /I,. H�oAJ -1 A L L SEWERS SHALL BE EXTRA STRENGTH PIPE i A 23. RMIN E ALL 4" HO E SEW LA RALS IN DE Ty LOT' ITH A N 1 G PL HOULD A PNIDEHE UTILIT EASEME^.FRO CONTIN S TO THE STR T R -O -W, THERAL SH EXTEND THE E ENT AND T I TE 3' I LOT AS ASURETHE U LI EASEMENT NE. 24. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. �.1. 25. SEV5K CONTRXY6R SHALL CHXEL "X" IN XE CURB AT T)4 LOCAT I OXOF TH ATERAL . 26. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 27. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. J 28. PRIOR TO CONSTRUCTION OF WATER, SEWER AND/OR STORM DRAIN' LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF- FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION J AND/OR LOCATION AS SHOWN ON PLANS. Q. �29. G 1zAGT S1-IALL JU5T A MAt4H0L��/�i�1D GLF-k OUT �5 T�NfSE-l� fi.pE VATL0t4 NOTE GALL UNDERGROUND SERVICE ALERT [U.S.A.) 48 HOURTELEPHONE [800] 422A4133IGGING. NOTE SEE SHEET NO, 7 FOR TRENCHING AND BEDDING DETAILS BENCH MARK: No . 360 BASIS OF BEARINGS: THE BEARING OF N 89 51'00" E FOR C I TY O FONTANA CAL I FORN I A CITY OF FONTANA BENCH MARK # THE NORTH LINE OF THE SE 1/4 OF 360 A NAIL IN POLE #153670SECTION 36. TIN. S.B.M. AS PUBLIC WORKS DEPARTMENT AT SOUTHWEST CORNER OF LIME4 SHOWN ON TRACT N0.. 3 3348. M.B. AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF ELEVATION: 1375.03 BEARINGS FOR THIS MAP. -DRAWN BY : • SEWER IMPROVEMENT P SCALE. PREPARED IN THE OFFICE OF Q ROF ESSlON, PLOTTER MADOLE AND ASSOCIATES. INC. AQ, �,\LTON y�Fti DESIGNED: q��ER�q gvE��E TRUNK .SEWER A� �«C)wq CONSULTING CIVIL ENGINEERS�`' AND LAND PLANNERS 1820 E. 15th Street � Na Y4814 CHECKED: T I T L E SHEET..' DATE : " SANTA ANA, CALIFORNIA 92701 it Lxp. 3 -31-`j3 * , ,G l P, 7 - 16!-- 4I 1 PHONE C714) 835-2548 JOB NO. DWG. NO. SHEET NO . sj. C1�11- \P .. 9TFOF CA0APPROVED 3' ��' �z 142-609 2"03B I OF 7 ( J.M. MADOLE R.C.E.14814 DATE 0 CITY ENGINEER R.C.E. 25126 *FINAL* SEWER TITLE SHEET / TR. 12314 - 10[0,100]PF: 142609 4803 26 -Apr -90 10:11 -AM / 142-609-1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL ¢ A ODED e-6F&S -/Yol,d �L�l sal2 . _ MZ167, � ILI 3 ADDED RECORD DATA INFO - - F'r' I- 9-`93 BE RESPONSIBLE FOR DETERH I N I NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. 2 t4AA0f-_P 1%(r--D("l FL-OLI TD.JD10 V VLF �jedEf - + M �- s- R3 l •S •y3 A"'RECORD DRAWING - (��JlD ITEM r\Ial�Tb�.,.�>;.�,.oT-p 20°> Fr -1-s _q3 �•s'y3 REV I S I ONS APPROVAL DATE APPROVAL DATE A 23. RMIN E ALL 4" HO E SEW LA RALS IN DE Ty LOT' ITH A N 1 G PL HOULD A PNIDEHE UTILIT EASEME^.FRO CONTIN S TO THE STR T R -O -W, THERAL SH EXTEND THE E ENT AND T I TE 3' I LOT AS ASURETHE U LI EASEMENT NE. 24. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. �.1. 25. SEV5K CONTRXY6R SHALL CHXEL "X" IN XE CURB AT T)4 LOCAT I OXOF TH ATERAL . 26. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 27. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEM. J 28. PRIOR TO CONSTRUCTION OF WATER, SEWER AND/OR STORM DRAIN' LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF- FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION J AND/OR LOCATION AS SHOWN ON PLANS. Q. �29. G 1zAGT S1-IALL JU5T A MAt4H0L��/�i�1D GLF-k OUT �5 T�NfSE-l� fi.pE VATL0t4 NOTE GALL UNDERGROUND SERVICE ALERT [U.S.A.) 48 HOURTELEPHONE [800] 422A4133IGGING. NOTE SEE SHEET NO, 7 FOR TRENCHING AND BEDDING DETAILS BENCH MARK: No . 360 BASIS OF BEARINGS: THE BEARING OF N 89 51'00" E FOR C I TY O FONTANA CAL I FORN I A CITY OF FONTANA BENCH MARK # THE NORTH LINE OF THE SE 1/4 OF 360 A NAIL IN POLE #153670SECTION 36. TIN. S.B.M. AS PUBLIC WORKS DEPARTMENT AT SOUTHWEST CORNER OF LIME4 SHOWN ON TRACT N0.. 3 3348. M.B. AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF ELEVATION: 1375.03 BEARINGS FOR THIS MAP. -DRAWN BY : • SEWER IMPROVEMENT P SCALE. PREPARED IN THE OFFICE OF Q ROF ESSlON, PLOTTER MADOLE AND ASSOCIATES. INC. AQ, �,\LTON y�Fti DESIGNED: q��ER�q gvE��E TRUNK .SEWER A� �«C)wq CONSULTING CIVIL ENGINEERS�`' AND LAND PLANNERS 1820 E. 15th Street � Na Y4814 CHECKED: T I T L E SHEET..' DATE : " SANTA ANA, CALIFORNIA 92701 it Lxp. 3 -31-`j3 * , ,G l P, 7 - 16!-- 4I 1 PHONE C714) 835-2548 JOB NO. DWG. NO. SHEET NO . sj. C1�11- \P .. 9TFOF CA0APPROVED 3' ��' �z 142-609 2"03B I OF 7 ( J.M. MADOLE R.C.E.14814 DATE 0 CITY ENGINEER R.C.E. 25126 *FINAL* SEWER TITLE SHEET / TR. 12314 - 10[0,100]PF: 142609 4803 26 -Apr -90 10:11 -AM / 142-609-1