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HomeMy WebLinkAbout4099-1LOS ANGELES VICINITY MAP NTS COVINA ANAHEIM �j CITY OF FONTANA �oNTPNAreo o STORMDRAIN(LINE "FM3)AND,STREET IMPROVEMENT PLANS RIVERSID 3 SAN DIEGO STORM DRAIN GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALLT B E OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF TNS DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TO PALM SPRINGS STORM DRAIN GENERAL NOTES: CONTINUATION 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING ESCONDIDO DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER BENCHMARK - 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERCENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTINGN CO CRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 -1/ -7 - OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. CITY OF FONTANA B.M. CHISELED BOX IN EASTERLY TOP OF CURB OF TAMARIND AVENUE, 60 FEET SOUTH OF TAMARINDfREV. COURT, 500 FEET SOUTH OF SLOVER AVENUE ELEVATION = 1077.400' CITY OF FONTANA B.M. NO. 296 A BOAT NAIL SET IN SIDEWALK AT THE NW CORNER OF THE INTERSECTION OF SIERRA AVENUE & THE BRIDGE (N/O SLOVER AVENUE) ELE77ON = 1137.71 1967 I/A C 07 U RECORD DRAWI NG REVISE SEWER AND STORM DRAIN LOCATION ADDED SHEETS 9,10 &11. REVISED CONTRUCTION NOTES & QUANTITIES REMOVED LINE G-1 & G-2, REVISED LINE A-1, LINE A-2 & UNE B REVISION DESCRIPTION A JUNIPER AVENUE INTERSTATE 10 FREEWAY LOVER AVENUE JURUPA AVEN LOCATION MAP NTS SHEET INDEX w 1 TITLE SHEET O1 INSTALL 54" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 2 w w O2 31 701 L.F. z 4 JUNIPER AVE. SD LINE "F-3" STA 301+33.49 TO 309+5 5 z z 85 6 JUNIPER AVE. SD LINE "F-3" STA 319+00 TO 323+45.29 a L L APN 8 1 LATERAL PROFI a 9 JUNIPER AVE. STREET IMP. STA 300+24 TO 309+50 10 af m STREET IMP. STA 309+50 TO 319+00 11 JUNIPER AVE. STREET IMP. w w INSTALL 30" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 M1, 6 L.F. PA z CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. 313-2, CASE E. SEE SHEET 3 1 EA R/W 11 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 2 a z EA. � �2 P EM NT, SEE SHEE SHE9, ��������'����-�������������������� 10 & 11 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE a 255-101-12 TP / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 13 CONSTRUCT CONCRETE BLANKET PROTECTTON PER S.P.P.W.C. 225-1. SEE DETAIL 71 SHEET 3 2 EA TYPICAL 14 CONSTRUCT C.M.P. RISER (SIZE PER PLAN) PER DETAIL ON SHEET 2 8 _j C 15 ,--C,QNST,RUi-T.�Q9T�HA SIN PER S.P.P.W.C. 300-2 MODIFIED ,-SE RECLAIMED WATER E.A. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE U S SANITARY SEWER -C OF THE OWNER OF THE ENGINEER. CONSTRUCT 4" AC LOCAL DEPRESSION PER DETAIL ON SHEET 4 8 E.A.) 17 INSTALL 24" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 50 L.F. z 20 SAW CUT & REMOVE EXIST PAVEMENT 63,969 SF. Il 21 CONSTRUCT MIN. 4.5" AC OVER PAVEMENT WITH 12" MINIMUM OF 95% COMPACTED 75,076 SF. APN 255-101-17 1 NATIVE SUBGRADE STD. STANDARD 22 APN 255-091-06 L.F. C 23 ` APN 255-101-18 EA ® GRIND MIN. 0.10' EX. AC PAVEMENT & CONSTRUCT AC OVERLAY PER DETAIL 1,077 APN 255-091-38 25 ON SHEET 11 CONSTRUCT SWALE PER DETAIL APN 255-101-19 S.P.P.W.C. 3 ON SHEET 9 2,067 LF. ( APN 255-091-40A\APN 12 EA. 27 R LO TE. IGHT AN PU 0 TANA STD DETAIL 1016 1 A. WATER VALVE I.S. INDUSTRIAL SEWER RCP REINFORCED CONCRETE PIPE o 255-101-24 c CITY OF FONTANA, CALIFORNIA APN 255-091-43 APN 255-101-25 APN 255-091-58 � APN 255-101-26 > J.E.G TITLE SHEET As Noted APN 255-091-59 JUNIPER AVE STORM DRAIN LINE "F-3" DATE: J.E.G 05-04-07 mo CHECKED BY: APPROVED BY: APN 255-091-60 E.B.DATE ° , 4099 r C POST OFFICE SANTA ANA AVENUE APN 255-091-29 LAT LINE E-1 INST. NO. 05-414870 0. APN 255-091-44 LA LINE' E-2 APN 255-091-45 LA LINE D� C APN 255-091-54 HOMIE/OT �� , 17652 APN 255 - 091 - 55 i� 4?�T� f ,/ APN 255-091-56 Lu ;_ ,cn AT, LINE C-2 APN 255-091-57 255-09 -26 APN 255-091-09�LAT LINE C-1 `- - - CAPN APN 255-09 255-09 -27 APN 255- 091-21 EW PAVEMENT -32 APN 255-091-22 (APN APN 255-09 -33 APN 255 - 091-23 (APN 255-09 -48 APN 255-091-241 I- I LAT LINE B W APN 255-09 -49 APN 255-091-25 J Z !w 255- 091 18 APN 255-091-12 LAT LINE A-1 c=!) LAj LINE A-2 > CAPN APN 255-091-19 APN 255-091-13 _ Q LAT LINE G-1 �� LAT LINE G-2 APN 255-091-20 APN 255-091-14 APN 255-091-41 APN 255-091-1 s Q 0:� APN 255-091-46 APN 255-091-16 EXIST 14'X9' RCB ,EXIST CB w APN 255-091 47 APN 255-091-1Z DRAWING #1774 to JURUPA AVEN LOCATION MAP NTS BA 8/8 OF BEAR/NGS- ,is SHEET INDEX QUANTITY 1 TITLE SHEET O1 INSTALL 54" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 2 DETAIL SHEET C APN O2 31 701 L.F. CITY OF FONTANA 4 JUNIPER AVE. SD LINE "F-3" STA 301+33.49 TO 309+5 5 ® INSTALL 36" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 85 6 JUNIPER AVE. SD LINE "F-3" STA 319+00 TO 323+45.29 INSTALL 18" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 L L APN 8 1 LATERAL PROFI 1 9 JUNIPER AVE. STREET IMP. STA 300+24 TO 309+50 10 JUNIPER AVE. STREET IMP. STA 309+50 TO 319+00 11 JUNIPER AVE. STREET IMP. STA 319+00 TO 323+75 BA 8/8 OF BEAR/NGS- ,is Q CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES QUANTITY UNIT 28 FONTANA WATER DISTRICT TO RELOCATE EXISTING WATER VALVES 1 EA. O1 INSTALL 54" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 Q 554 L.F. C APN O2 INSTALL 48" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 701 L.F. CITY OF FONTANA O3 INSTALL 42" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 876 L.F. FG ® INSTALL 36" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 85 L.F. FL O5 INSTALL 18" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 �122) L.F. APN © CONSTRUCT CONCRETE COLLAR PER S.P.P.W.C. 380-3, SEE SHEET 3 1 EA. - CENTER LINE O7 CONSTRUCT LARGE PIPE MANHOLE PER S.P.P.W.C. 320-1, SEE SHEET 2 5 EA. 255-111-20 ® CONSTRUCT LARGE SIDE INLET MANHOLE PER S.P.P.W.C. 322-1, SEE SHEET 3 2 4 EA. MIN O9 INSTALL 30" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 M1, 6 L.F. PA 10 CONSTRUCT LOCAL DEPRESSION PER S.P.P.W.C. 313-2, CASE E. SEE SHEET 3 1 EA R/W 11 CONSTRUCT CONCRETE BULKHEAD PER DETAIL ON SHEET 2 3 EA. � �2 P EM NT, SEE SHEE SHE9, ��������'����-�������������������� 10 & 11 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE APN 255-101-12 TP / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 13 CONSTRUCT CONCRETE BLANKET PROTECTTON PER S.P.P.W.C. 225-1. SEE DETAIL 71 SHEET 3 2 EA TYPICAL 14 CONSTRUCT C.M.P. RISER (SIZE PER PLAN) PER DETAIL ON SHEET 2 8 E.A. C 15 ,--C,QNST,RUi-T.�Q9T�HA SIN PER S.P.P.W.C. 300-2 MODIFIED ,-SE RECLAIMED WATER E.A. CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CATCH BASIN S SANITARY SEWER -C OF THE OWNER OF THE ENGINEER. CONSTRUCT 4" AC LOCAL DEPRESSION PER DETAIL ON SHEET 4 8 E.A.) 17 INSTALL 24" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2 50 L.F. z 20 SAW CUT & REMOVE EXIST PAVEMENT 63,969 SF. Il 21 CONSTRUCT MIN. 4.5" AC OVER PAVEMENT WITH 12" MINIMUM OF 95% COMPACTED 75,076 SF. Q NATIVE SUBGRADE STD. STANDARD 22 FEATHER FOR SMOOTH JOIN 237 L.F. C 23 ADJUST EXIST STRUCTURES (MANHOLE, VALVE, ETC.......) TO GRADE 5 EA ® GRIND MIN. 0.10' EX. AC PAVEMENT & CONSTRUCT AC OVERLAY PER DETAIL 1,077 SF. 25 ON SHEET 11 CONSTRUCT SWALE PER DETAIL S.P.P.W.C. 3 ON SHEET 9 2,067 LF. O 26 PROTECT IN PLACE 12 EA. 27 R LO TE. IGHT AN PU 0 TANA STD DETAIL 1016 1 A. Q 255-111-06 APN 22 28 FONTANA WATER DISTRICT TO RELOCATE EXISTING WATER VALVES 1 EA. ATTN: DAVE JOHNSON -- APN 255-101 C APN 0 APN APN 255-101-061 CITY OF FONTANA UTILITY LIST: ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS APN 255-101-07 FG FINISHED GRADE EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR HIGH POINT 1-1 FL FLOW LINE PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR APN 255-101-08 APN 255-111-19 ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE CAPN 255-101-14 - CENTER LINE N UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORD EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON APN 255-101-20 255-111-20 HIGH POINT MAXIMUM RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF ATTN: STEVE HOCK 255-101-21 MIN ` STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S CAPN PA 8353 SIERRA RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. APN 255-101-09 R/W RIGHT OF WAY NOTICE TO CONTRACTOR: APN 255-101-11 TC 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE APN 255-101-12 TP / COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT C APN 255-101-22 (TYP.) TYPICAL SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, APN 255-101-23 INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN C RECLAIMED WATER Q) CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE CATCH BASIN S SANITARY SEWER -C OF THE OWNER OF THE ENGINEER. LIP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A BUILDING SD STORM DRAIN z DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT --� �- THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE L _ _ - ----- J Q PROTECTION AND ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT EX ���� ���� AT 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION IN ORDER TO DETERMINE ACTUAL FIELD LOCATIONS 54 RCP APN 255-111-04 APN 255-111-16 OF EXISTING UTILITIES P o C LEGEND • • APN AVENUE 255-111-06 APN 255-111-17 UNDERGROUND SERVICE ALERT ATTN: DAVE JOHNSON -- - - -�- FLOWLINE o 0 C APN 255-111-07 APN 255-111-18 (909) 969-7911 CITY OF FONTANA UTILITY LIST: _ _ RIGHT OF WAY FLOWLINE (909) 390-4738 FG FINISHED GRADE H.P. HIGH POINT 1-1 FL FLOW LINE � APN 255-111-08 APN 255-111-19 CITY OF FONTANA VERIZON - CENTER LINE N APN 255-111-11 APN 255-111-20 HIGH POINT MAXIMUM ATTN: BRIAN WREN ATTN: STEVE HOCK 0 EXISTING SURFACE REMOVAL AND REPLACEMENT MIN ` M.H. MANHOLE PA 8353 SIERRA 1400 C PHILLIPS BLVD PORTLAND CEMENT CONCRETE a� APN 255-111-12 APN 255-111-21 POMONA, CA. 91766 APN 255-111-13 APN 255-111-22 FONTANA, CA 92335 (909) 350-6632 (909) 469-6327 )l�APN 255-111-14 APN 255-111-25 , ���������� SO. CALIFORNIA GAS COMPANY FONTANA WATER COMPANY ATTN: JACK JAWIS ATTN: MICHAEL J, McGRAW 16231 VALLEY BLVD. 8440 NUEVO AVENUE ` FONTANA, CA. 92335 FONTANA, CA 92335 (909) 428-8411 TEL: (909) 822-2201 oLIC.v EMERGENCIES: (800) 427-2200 FAX: (909) 823-5046 Elm 1EXp MjW ZO(j SO. CALIFORNIA EDISON COMPANY WEST VALLEY WATER DISTRICT 7951 REDWOOD AVE. ATTN: LON TSAI 855 W. BASELINE ROAD FONTANA, CA. 92335 RIALTO, CA 92377 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSIONS SBC (951) 637-1233 - PIPELINES ATTN: JAMES ZIELINSKI ---y� (909) 357-6233 - DISTRIBUTION 1265 N. VAN BUREN STREET R EC 0 R D DRAWING SUITE 180 665 CRAWFORD CANYON MUTUAL WATER Co. ANAHEIM, CA 92807 ATTN: BASIL J. FABRIZIO (714) 665-5415 •- (909) 463-9580 THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING OF THE CENTERLINE OF JUNIPER AVENUE BEING N 00'2242" W PER RECORD OF SURVEY NO. 04-200 FILED IN BOOK 122 PAGE 50 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL '04/08 40.d SHOWN HEREON AND CARRIED FORTH IN 5/03/07 E.B. -Z(p A DILIGENT MANNER, THE CITY ENGINEER 2/12/06 E.B. MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. DATE I ENGR. I CITY I DATE QROFESSIpN U3 m EW. 6-30-07 * No. 50152 \�-9T CIVIC FOF CAUFO/ PENCO ENGINEERING, INC. Civil Engineering Planning Surveying Construction Management One Technology Pari, Building J-725, Irvine, Caiifomia 92618 Telephone (949) 75.3 1 Fax (949) 753-0775 ESTHER BARR A - F<. .E. 50152 Date SAN GABRIEL VALLEY WEST SAN BERNARDINO WATER MUNICIPAL WATER DISTRICT UNDERGROUND SERVICE ALERT ATTN: DAVE JOHNSON (800) 422-4133 549 EAST SIERRA MADRE AVENUE o 0 AZUSA, CA. 91702-1299 ADELPHIA (CABLE TV) P.O. BOX 1299 ATTN: JACK HAYES (909) 969-7911 1205 DUPONT AVENUE CURB FACE ONTARIO, CA 91761 FLOWLINE (909) 390-4738 FG PENCO ENGINEERING, INC. Civil Engineering Planning Surveying Construction Management One Technology Pari, Building J-725, Irvine, Caiifomia 92618 Telephone (949) 75.3 1 Fax (949) 753-0775 ESTHER BARR A - F<. .E. 50152 Date EXISTING EDGE OF PAVEMENT AB AGGREGATE BASE CL CENTER LINE o 0 AC ASPHALT CONCRETE F.H. FIRE HYDRANT N CF CURB FACE F.L. FLOWLINE Q0 FG FINISHED GRADE H.P. HIGH POINT 1-1 FL FLOW LINE INV. INVERT Ln FS FINISHED SURFACE IRR. IRRIGATION HP MAX HIGH POINT MAXIMUM L.P. LOW POINT CT MIN MINIMUM M.H. MANHOLE PA PLANTER AREA PCC PORTLAND CEMENT CONCRETE a� R/W RIGHT OF WAY PL PROPERTY LINE TC TOP OF CURB POC POINT OF CONNECTION TP TOP OF PAVEMENT P.P. POWER POLE o (TYP.) TYPICAL PVC POLYVINYL CHLORIDE GB GRADE BREAKRW RECLAIMED WATER Q) CB CATCH BASIN S SANITARY SEWER -C LP LIP BLDG BUILDING SD STORM DRAIN z ST. STREET C.O. CLEANOUT Q STD. STANDARD CONC. CONCRETE TEL. TELEPHONE o E. P. EDGE OF PAVEMENT VCP VITRIOUS CLAY PIPE F.F. FINISHED FLOOR S.P.P.W.C. STANDARD PLANS FOR W WATER O PUBLIC WORKS W.M. WATER METER C j CONSTRUCTION W.V. WATER VALVE I.S. INDUSTRIAL SEWER RCP REINFORCED CONCRETE PIPE o c CITY OF FONTANA, CALIFORNIA STORM DRAIN AND STREET IMPROVEMENT PLANS 0 DRAWN BY: SCALE: 0 J.E.G TITLE SHEET As Noted o DESIGNED BY: JUNIPER AVE STORM DRAIN LINE "F-3" DATE: J.E.G 05-04-07 mo CHECKED BY: APPROVED BY: .r„Z DRAWING NO.: E.B.DATE ° , 4099 r