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Home My WebLink About2017-1 (2)40 41 42 43 cl) 44 CARNATION 45 22 23 45 1� c10 - • • • -r- i , N -i- �- x,47_, r, 1 ..� �. 24 to � � 2 LLl 48 0 25 �j I LL 27 < 49 50 F I , 26 - I GERAN111 M SESESO 7 �-- T` 5 4 3- 2 1 ~ F Q ul) 12"W 2"W ION i -i - VILLAGE PARKWAY EN_/S7. WA TER - _ _ _ - -_ POPPY LANE -�_G,4094F4___WA_--TE=R_COMP4- A Y _ IWATE� __pCANS •_ __ ____ _ VICINITY MAP N.T.S . UTILITY NOTES: WATER: 1illSPO LOT H1611L AND AVENUE UTE 3 of Vi � � PRaJE T SEWER: CITY OF FONTANA 40 8353 SIERRA AVENUE ASE /1/E 14YE/V!,/E 2 TEL. C714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY 71 M/1 -LE VENeZE 300 N. PEPPER STREET 13}-1-x.51 RIALTO. CA. 92376 -32 MR. DAVE JONES 104-4 8PART, W Foor,�iu. 8c vo. SOUTHERN CALIFORNIA GAS COMPANY 76 16231 VALLEY BLVD. FONTANA, CA. 92335 34. MR. LOU WESTFALL 12-+7 5 C714) 889 - 9711 �j• s. -�'- ARROW 11161-IWAY Q Q rzi _11w � BREA, CA. 92621 C714) 529 - 2889 TELEPHONE: � w 3939 E. CORONADO STREET 37 ANAHEIM. CA. 92807 ._II+4zo C714) 999 - 5639 8 Q4ui 0 9000 HELLMAN AVENUE 1" *P*T 1TLE j PLANS TR 13 - 28 [0. 183] PF : 1754R4 761 06 -Jul -90 09:26 AM / 133-1265-1 V W � SE,�c//G� A GEA27 _- / - 800 -122 -,4/33 � �' � At 10 40 � W ill R A ND A!'E J 11 v -iF 12+So VICINITY MAP N.T.S . UTILITY NOTES: WATER: SAN GABRIEL VALLEY WATER COMPANY LOT 11142 GARVEY AVENUE, P.O. BOX 6010 DESIGN LOC. EL MONTE, CA. 91734 REMARKS TEL. C818) 448-6183 1140 MR. FRANK LOGUIDICE SEWER: CITY OF FONTANA 40 8353 SIERRA AVENUE 13+IG FONTANA, CA. 92335 2 TEL. C714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 -� 300 N. PEPPER STREET 13}-1-x.51 RIALTO. CA. 92376 -32 MR. DAVE JONES 104-4 8PART, C714) 820 - 5191 GAS: SOUTHERN CALIFORNIA GAS COMPANY 76 16231 VALLEY BLVD. FONTANA, CA. 92335 34. MR. LOU WESTFALL 12-+7 5 C714) 889 - 9711 �j• s. -�'- SOUTHERN CALIFORNIA GAS COMPANY 28 TRANSMISSION DIVISION 6 2191 E. BIRCH STREET _ BREA, CA. 92621 C714) 529 - 2889 TELEPHONE: PACIFIC TELEPHONE Y�v� 3 J O 1Tgr� O� IVIL\FO�P _ l �A 3939 E. CORONADO STREET 37 ANAHEIM. CA. 92807 ._II+4zo C714) 999 - 5639 8 GENERAL TELEPHONE q•-1-•42 9000 HELLMAN AVENUE 1" *P*T 1TLE RANCHO CUCAMONGA. CA. 91730 PLANS TR 13 - 28 [0. 183] PF : 1754R4 761 06 -Jul -90 09:26 AM / 133-1265-1 C714) 945 - 3562 L/iVVF�G,�pUitJO SE,�c//G� A GEA27 _- / - 800 -122 -,4/33 To �.vs vcTio�v INDEX MAP SCALE: 1" = 80' CONSTRUCTION NOTES AND QUANTITY ESTIMATE: O -CONST. 8" EXTRA STRENGTH V.C.P. SEWER MAIN O -CONST. SEWER MANHOLE PER CITY STD. DTL. 112 &-RgA40VE EX IST. TEMPO RAINY SEWER TERA41A141_ CL eAA10UT AA/D ✓O//V 4& -INSTALL 4" HOUSE LATERAL . PER ctrl STAAIVW"Ro .-oE7A/L - 25 @-INSTALL LATERAL WYE C8 "X4'9) W/Till ¢ X SEND m - STAC L SEWER CLEANOUT ==80X_ PE�2- CITY _ s TD- �2 ;4- - e w J 0 rn -- SEWER . LATERALS -- TD T9,ESE___ _LOTS_ --_-SINAL L- OE HOUSE LATERAL LOCATIONS: I LOT STREET NAME DESIGN LOC. "AS* BUILT" REMARKS EA 1140 1 GERAM I U M q+ Ctb 40 EA 13+IG DRAWN BY: 2 23 ELEVATION:, 1370.03 13+�s9 10-1-73 -� 3 13}-1-x.51 -32 25 104-4 8PART, - 43�- 33 76 10 +OZ T I T L_ SHEET 34. 5 12-+7 5 4 +zI �j• s. -�'- 35 28 Exp. _ PHONE 07143 835-2548 - 6 _ JOB NO. 36 SHEET NO. 7 Y�v� 3 J O 1Tgr� O� IVIL\FO�P _ l �A 4-r4Z 37 2017 ._II+4zo O.M. MADOLE R.C.E.14814 DATE 8 T ENGINEER R.C.E 131 q•-1-•42 1" *P*T 1TLE SHEET SEWER PLANS TR 13 - 28 [0. 183] PF : 1754R4 761 06 -Jul -90 09:26 AM / 133-1265-1 9 39 10 40 11 -iF 12+So 13 14 2+83 15 GERAN I UM 10+x-11 16 " II +&0 17 '' 11 + 71q 18 Iz+4.8 - 19 11 + 46P �- 20 12+ZD y/ GC'OUN17 ///A PRO VmE_:-i mw ;PONT �Po�E�2Ty G/NE 4 ""e/SEP PEEP C/TY STD. /25 o E'ND - L,4T�29L� T YP I CAL r -I r%in TI/%Kt QUANTITY -UNIT .982 LF 4 EA J EA 1140 Lf 40 EA 40 EA .G VH I ILJIN SEWER_ HOUSE -LATERAL oT - TO _ -sGE- 4 - BENCH MARK: 300 BASIS OF BEARINGS: THE BEARING OF N 008 22' 40" E 1 CITY OF FONTANA BENCH MARK # ALONG THE CL OF BEECH AVE.. AS LEGEND: ° 6 INDICATES SEWER MQ/lV I INDICATES.. SEWER MANHOLE - 11VOIOATES SEWED' _TERM//V,4L CLE4/0007" INDICATeS SEWER 110USE C4TE,'A1_ /IVD/GATES WQ TERM,D//V - 21 SHOWN ON TR NO 133FILED IN 25-2 BK 216. PG 13-18. INCLUSIVE OF PUBLIC WORKS DEPARTMENT AVE. AND BASELINE AVE. MAPS, IN THE OFFICE OF THE COUNTY 22 "a"RAWINGRE u Li 13+IG DRAWN BY: 11 +4o00"'RD 23 ELEVATION:, 1370.03 13+�s9 10-1-73 24 13}-1-x.51 THESE RECORD DRAWINGS -HAVE BEEN PREPARED, IN . ON THE BASIS OF INFORMATIORCOMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERROAS;CR-OMISSK?NS WHICH HAVE BEE,K INCORPORA 1I AFI . iER NT+i� E 130=4ENTS AS A. RESULT tNEREOF, -32 25 104-4 8PART, 13tq-6.5I ' 33 76 10 +OZ T I T L_ SHEET 34. 27 12-+7 5 13t 2q �j• s. -�'- 35 28 Exp. _ PHONE 07143 835-2548 - 2+Zq _ 4 - BENCH MARK: 300 BASIS OF BEARINGS: THE BEARING OF N 008 22' 40" E 1 CITY OF FONTANA BENCH MARK # ALONG THE CL OF BEECH AVE.. AS , 29 SHOWN ON TR NO 133FILED IN 25-2 BK 216. PG 13-18. INCLUSIVE OF PUBLIC WORKS DEPARTMENT AVE. AND BASELINE AVE. MAPS, IN THE OFFICE OF THE COUNTY "a"RAWINGRE u Li 30 DRAWN BY: 11 +4o00"'RD SCALE: ELEVATION:, 1370.03 31 10-1-73 LLP THESE RECORD DRAWINGS -HAVE BEEN PREPARED, IN . ON THE BASIS OF INFORMATIORCOMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERROAS;CR-OMISSK?NS WHICH HAVE BEE,K INCORPORA 1I AFI . iER NT+i� E 130=4ENTS AS A. RESULT tNEREOF, -32 _ A S SHOWN 104-4 8PART, CONSULTING CIVIL ENGINEERS - °o ' 33 10 +OZ T I T L_ SHEET 34. G E RAN 1 U M 12-+7 5 SANTA ANA, CALIFORNIA 92701 3 31- �� j• s. -�'- 35 � Exp. _ PHONE 07143 835-2548 - _ JOB NO. 36 SHEET NO. Y�v� 3 J O 1Tgr� O� IVIL\FO�P _ l �A _ 133 1265 37 2017 ._II+4zo O.M. MADOLE R.C.E.14814 DATE T ENGINEER R.C.E 131 38 1" *P*T 1TLE SHEET SEWER PLANS TR 13 - 28 [0. 183] PF : 1754R4 761 06 -Jul -90 09:26 AM / 133-1265-1 39 40 REVISIONS •.9 3 No. 62183 APPROVAL I DATE I APPROVAL I DATE 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. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT [619) 564-2246. AND 4A H0' IRS 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 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. 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 5" 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 (714)350-7610 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. 18. 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 C53 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 ALSO BE GUARDED WHEN EXAMINA- TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. `21. THE CONTRACTORCS) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVA- TION OR TRENCH WORK AS DESCRIBED IN NOTE 25 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. PRIVATE ENGINEER'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 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: 300 BASIS OF BEARINGS: THE BEARING OF N 008 22' 40" E C I TY O FONTANA CAL I FORN I A CITY OF FONTANA BENCH MARK # ALONG THE CL OF BEECH AVE.. AS , 360 A NAIL IN POLE #153670 AT SOUTHWEST CORNER OF LIME4 SHOWN ON TR NO 133FILED IN 25-2 BK 216. PG 13-18. INCLUSIVE OF PUBLIC WORKS DEPARTMENT AVE. AND BASELINE AVE. MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF S.B.C.. WAS USED AS DRAWN BY: SEWER IMPROVEMENT PLANS SCALE: ELEVATION:, 1370.03 THE BASIS OF BEARING FOR THIS MAP. PREPARED IN THE OFFICE OF ESSIO� LLP Q ROE MADOLE AND ASSOCIATES, INC. S;5o trp�.TO/y � Fac TRAC N 0 13929 _ A S SHOWN DESIGNED: CONSULTING CIVIL ENGINEERS - °o MA/LLP o AND LAND PLANNERS "" ��`� 1820 E. 16th Street No. 14814 m T I T L_ SHEET CHECKED: DATE SANTA ANA, CALIFORNIA 92701 3 31- �� j• s. -�'- � Exp. _ PHONE 07143 835-2548 - _ JOB NO. WG. NO. SHEET NO. Y�v� 3 J O 1Tgr� O� IVIL\FO�P _ l �A _ 133 1265 APPROVED 2017 1 of 3 O.M. MADOLE R.C.E.14814 DATE T ENGINEER R.C.E 131 1" *P*T 1TLE SHEET SEWER PLANS TR 13 - 28 [0. 183] PF : 1754R4 761 06 -Jul -90 09:26 AM / 133-1265-1