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HomeMy WebLinkAbout4098-1W 15 CP 5 FONTANA COVINA 15 1 SAN BERNARDINO 10 so LOS ANGELES 91 10 TO � 91 RIVERSIDE PALM SPRINGS ANAHEIM 15 5 15 ESCONDIDO 4 VICINITY MAP N TS SAN DIEGO t ENGINEER'S NOTES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD CITY OF FONTANA JURUPA AVENUE - JUNIPER AVENUE SEWER IMPROVEMENT PLANS LEGEND CITY OF FONTANA UTILITY LIST: UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF - - BOUNDARY VERIZON UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT - - EXISTING RIGHT OF WAY INDICATED ON THE PUBLIC RECORD EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED PROPOSED RIGHT OF WAY OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE CENTER LINE (909) 469-6327 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF STRUCTURES SHOWN AND ANY AB AGGREGATE BASE CL CENTER LINE AC ASPHALT CONCRETE F.L. FLOWLINE CF CURB FACE H.P. HIGH POINT FG FINISHED GRADE INV. INVERT FL FLOW LINE IRR. IRRIGATION FS FINISHED SURFACE L.P. LOW POINT HP HIGH POINT M.H. MANHOLE MAX MAXIMUM PCC PORTLAND CEMENT CONCRETE MIN MINIMUM PL PROPERTY LINE PA PLANTER AREA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE (909) 357-6233 - DISTRIBUTION R/W RIGHT OF WAY POC POINT OF CONNECTION TC TOP OF CURB P.P. POWER POLE TP TOP OF PAVEMENT PVC POLYVINYL CHLORIDE (TYP.) TYPICAL RW RECLAIMED WATER GB GRADE BREAK S SANITARY SEWER CB CATCH BASIN SD STORM DRAIN LP LIP ST. STREET BLDG BUILDING STD. STANDARD C.O. CLEANOUT TEL. TELEPHONE CONC. CONCRETE VCP VITRIOUS CLAY PIPE E.P. EDGE OF PAVEMENT W WATER F.F. FINISHED FLOOR W.M. WATER METER F.H. FIRE HYDRANT W.V. WATER VALVE I.S. INDUSTRIAL SEWER 0 ANGLE CITY OF FONTANA UTILITY LIST: UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF CITY OF FONTANA VERIZON UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT ATTN: BRIAN WREN ATTN: STEVE HOCK INDICATED ON THE PUBLIC RECORD EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED 8353 SIERRA AVENUE 1400 C PHILLIPS BLVD. POMONA, CA. 91766 OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE FONTANA, CA 92335 (909) 350-6632 (909) 469-6327 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OF STRUCTURES SHOWN AND ANY 255-101-06 OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S SO. CALIFORNIA GAS COMPANY FONTANA WATER COMPANY RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED ATTN: JACK JAWIS ATTN: MICHAEL J, McGRAW BEFORE STARTING WORK. 16231 VALLEY BLVD. 8440 NUEVO AVENUE 255-101-08 FONTANA, CA. 92335 FONTANA, CA 92335 (909) 428-8411 TEL: (909) 822-2201 NOTICE TO CONTRACTOR: EMERGENCIES: (800) 427-2200 FAX: (909) 823-5046 SO. CALIFORNIA EDISON COMPANY WEST VALLEY WATER DISTRICT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 7951 REDWOOD AVE. ATTN: LON TSAI JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING FONTANA, CA. 92335 855 W. BASELINE ROAD SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY (909) 820-5598 - UNDERGROUND RIALTO, CA 92377 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE (909) 875-5100 - TRANSMISSIONS SBC CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER (951) 637-1233 - PIPELINES ATTN: JAMES ZIELINSKI HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE (909) 357-6233 - DISTRIBUTION 1265 N. VAN BUREN STREET PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE z 180 SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CRAWSUITE ORD CANYON MUTUAL WATER Co. ANAHEIM, CA 92807 AT ATTN: BAS : BASIL J. FABRIZIO (714) 665-5415 z (909) 463-9580 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN Q LLI ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE WEST SAN BERNARDINO WATER SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UNDERGROUND SERVICE ALERT ATTN: DAVE JOHNSON UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS (800) 422-4133 549 EAST SIERRA MADRE AVENUE AND IS RESPONSIBLE FOR THE PROTECTION AND ANY DAMAGE TO THESE LINES OR AZUSA, CA. 91702-1299 STRUCTURES. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT ADELPHIA (CABLE TV) P.O. BOX 1299 1-800-227-2600 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION IN ORDER TO ATTN: JACK HAYES (909) 969-7911 DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES 1205 DUPONT AVENUE ONTARIO, CA 91761 (909) 390-4738 CONSTRUCTIZ NOTE5 & ESTIMATE ANTI �.QUANTITY Tle "r IIT � ��40� loop- � �O CONSTRUCT 6V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA STD. DETAIL 125 49 L.r �, (SEE DETAIL A HEREON) O CONSTRUCT 4" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA STD. DETAIL 125 98 L.F. (SEE DF -TAIL, -:A" bI.EREOW 2V O3 COIZS'i"RUCT 8" V.C.P. E TX RA STRENGTH EWER MAIN V V V v Q/3,356-"\ _ L.F. 1 4 CONSTRUCT 4' DIAMETER MANHOLE PER CITY OF FONTANA STD. DETAIL 112 14 EA. �O CONSTRUCT 6" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA STD. DETAIL 125 41 L.F. 1Q (SEE DETAIL "B" HEREON) ' © CONSTRUCT 4" V.C.P. SEWER LATERAL PER MODIFIED CITY OF FONTANA STD. DETAIL 125 740 L.F. (SEE DETAIL "B" HEREON) O7 CONSTRUCT CONCRETE BLANKET PROTECTION PER SPPWC STD. PLAN 225-1 Q 16 EA. LKE DETAILON_SHEEI 6) __ _J'111� _ n_ C 11 0\\ ANA STD. DED�TAIL ILCU003 DRB & GUTTER ANDEWALK \PER 42� L.F. \� 1015 12 SAWCUT, REMOVE AND REPLACE PAVEMENT AND/OR NATURAL GROUND PER CITY Q 26,36 S.F. OF FONTANA STD. DETAIL 1031 �,. 13 REMOVE EXISTING 8" V.C.P. SEWER PIPE 477 L.F. 14 REMOVE EXISTING MANHOLE 2 EA q-15 NEW PA MEN T PER SEPARATE STORM DRAIN PLANS DRAWING N0. 4099 ,1� TOLL FREE -qm�-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK - CITY OF FONTANA B.M. CHISELED BOX IN EASTERLY TOP OF CURB OF 3 TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND COURT, 500 FEET SOUTH OF SLOVER AVENUE 2 ELEVATION = 1077.400' CITY OF FONTANA B.M. NO. 296 1 A BOAT NAIL SET IN SIDEWALK AT THE NW CORNER OF THE INTERSECTION OF SIERRA AVENUE & THE BRIDGE (N/O SLOVER AVENUE) ELEVA17ON = 1137.71 1967 REV. INTERSTATE 10 FREEWAY AVENUE JURUPA AVENUEEX. 8 VCP SEWER �SHEET_21__SHEET _3___�_� INDEX MAP N TS �1 ��\x\ VARIES 15'f 7' FINISHED - C SURFACE 30' FINISHED 48' SURFACE C EX. 12"W L`' U CZQ ° 2% �¢ (SHOWN �_j ON PLAN) C Pf�OPOSED SEINER LAT. (ShZEIPEP PLAN) J Z:) W w W 34' 34' WWI z)W 30' 30' !� 12't I VARIES II i 8„ WATER SLOPE VARIES e � 2% EX. 8" 8" VCP PROPOSED I A 4 SEWER 1*1 #40� 40� 4 4CLLTWO W 5/03/07 E.8. V06106 (APN w w 255-101-06 DATE ENGR. CAPN APN 255-101-07 APN 255-101-08 APN a 255-101-20 a a CAPN APN 255-101-21 W ( APN 255-101-09 N 255-101-11 W APN 255-101-12 z L APN 255-101-22 W z 255-101-23 Q LLI Q 7 O Of w w APN 255-091-06 ` APN 2,r5-101-17 C APN 255-091-38 1 i\ APN 2,r5-101-18 > APN 255-091-40 C APN 2,r 5-101-19 APN 255-091-43` APN 2,r5-101-24 1Q APN 255-091-58 ` APN 2 5-101-25 APN 255-091-59 APN 2,5-101-26 255-091-60 �_ __/ ��__� . CAPN SANTA ANA AVENUE rPOST OFFICE APN 255-091-44 0 / APN 255-091-45 OME DEPOT SITE APN 255-091-54 ,1 1 _ �� Pi 17652, APN 255-091-55 APN 255-091-56 MH#1 - - 1 1 LLI = 1 ��\ APN 255-091-57 MH 9 APN C 255 -091 -?6 APN 255-091-09 L VY APN Q 255-091- 7 APN 255-091-21 �MH #8 APN 255-091-52 APN 255-091-22 'MH#7 W' APN 255-091- 3 APN 255-091-23 255-091- 8 APN 255-091-24 CAPN APN 255-091- t9 APN 255-091-25 MH#6 APN 255-091-1 APN 255-091-12 PN 255-091-1 APN 255-091-13 L _ �PNPN 255-091- 0 APN 255-091-14 255-091- 1 APN 255-091-15 I w APN C 255-091- 6 APN 255-091-16 P.O.CEm H#11 MH#4 I H#12 1 1 =1 1 APN 255-091-17 APN 255-091-17 I L i MH#1 Mei 2 m HW JURUPA AVENUEEX. 8 VCP SEWER �SHEET_21__SHEET _3___�_� INDEX MAP N TS �1 ��\x\ VARIES 15'f 7' FINISHED - C SURFACE 30' FINISHED 48' SURFACE C EX. 12"W L`' U CZQ ° 2% �¢ (SHOWN �_j ON PLAN) C Pf�OPOSED SEINER LAT. (ShZEIPEP PLAN) J Z:) W w W 34' 34' WWI z)W 30' 30' !� 12't I VARIES II i 8„ WATER SLOPE VARIES e � 2% EX. 8" 8" VCP PROPOSED I A 4 SEWER 1*1 APN 255-111-04 APN 255-111-17 APN 255-111-06 APN 255-111-17 APN 255-111-07 APN 255-111-18 APN 255-111-11 APN 255-111-20 \ APN 255-111-12 APN 255-111-21 ) L� APN 255-111-13 APN 255-111-22 / N 255-111-14 APN 255-111-25 l 5' MIN. COVER 2% /' EXISTING �8" INDUSTRIAL SEWER ' PROPOSED LATERAL CASs 1 F-"4- SEPARATION PER PLAN INSTALL CONCRETE BLANKET AS NEEDED OR CONCRETE INDUSTRIAL SEWER LAT. P P D -J PROPOSED LATERAL CASE 2 PROTECTIONSEWER MAIN �� DETAIL A JURUPA AVENUE ( TYPICAL SEWER LATERAL DETAIL ` (ELEVATIONS PER PLAN), N.T.S. BASIS OF BEA �9/NG�S- NOTE: SEE DETAIL "C" ON SHEET # 6 FOR STREET PAVING. RECORD DRAWING REVISED SEWER AND STORY DRAIN LWATIONS ADD CONST. NOTE 15 & k7(TDrDSWR TO MH113 ADD CONST. NOTE 1, 2, 11. REV. NOTE 5, 6. REV. QIY. REV. DETAIL 'A' & '8', REV: AN. REVISION DESCRIPTION RO OSE 8" SEWER PROPOSED DETAIL "B" STORM DRAIN JUNIPER AVENUE (SIZE VARIES) 1 TYPICAL SEWER LATERAL DETAIL Q (ELEVATIONS PER PLANS � N. T. S. 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 '/4/0 #40� 40� 4 4CLLTWO IMPROVEMENTS NOT COMMENCE WITHIN YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 5/03/07 E.8. V06106 (APN 255-101-05 255-101-06 DATE ENGR. CAPN APN 255-101-07 APN 255-101-08 APN 255-101-14 255-101-20 CAPN APN 255-101-21 ( APN 255-101-09 `APN 255-101-11 APN 255-101-12 L APN 255-101-22 Z APN 255-101-23 Q Of w w APN 255-111-04 APN 255-111-17 APN 255-111-06 APN 255-111-17 APN 255-111-07 APN 255-111-18 APN 255-111-11 APN 255-111-20 \ APN 255-111-12 APN 255-111-21 ) L� APN 255-111-13 APN 255-111-22 / N 255-111-14 APN 255-111-25 l 5' MIN. COVER 2% /' EXISTING �8" INDUSTRIAL SEWER ' PROPOSED LATERAL CASs 1 F-"4- SEPARATION PER PLAN INSTALL CONCRETE BLANKET AS NEEDED OR CONCRETE INDUSTRIAL SEWER LAT. P P D -J PROPOSED LATERAL CASE 2 PROTECTIONSEWER MAIN �� DETAIL A JURUPA AVENUE ( TYPICAL SEWER LATERAL DETAIL ` (ELEVATIONS PER PLAN), N.T.S. BASIS OF BEA �9/NG�S- NOTE: SEE DETAIL "C" ON SHEET # 6 FOR STREET PAVING. RECORD DRAWING REVISED SEWER AND STORY DRAIN LWATIONS ADD CONST. NOTE 15 & k7(TDrDSWR TO MH113 ADD CONST. NOTE 1, 2, 11. REV. NOTE 5, 6. REV. QIY. REV. DETAIL 'A' & '8', REV: AN. REVISION DESCRIPTION RO OSE 8" SEWER PROPOSED DETAIL "B" STORM DRAIN JUNIPER AVENUE (SIZE VARIES) 1 TYPICAL SEWER LATERAL DETAIL Q (ELEVATIONS PER PLANS � N. T. S. 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 '/4/0 �F 4 4CLLTWO IMPROVEMENTS NOT COMMENCE WITHIN YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. 5/03/07 E.8. V06106 E8. DATE ENGR. CITY QROFESSION m EV. 6-30-07 * No. 50152 * / OF CW DEVELOPER THE HOME DEPOT 3800 W. CHAPMA N AVENUE ORANGE, CA 92868 PHONE.- (714) 940 3549 FAX.- (714) 940 3682 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. CONSTRUCTION PERMITS SHALL BE 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. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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. 8. 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 THE 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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. 11. 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. 12. 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. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. 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 DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER 16. 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. 17. 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. 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. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. 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. 22. 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. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. 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. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINIATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISITING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PENCO ENGINEERING, INC. Civil Engineering Planning Surveyying Construction Monagement One Technology Pork, Building J-725, Irvine, California 92618 Telephone (949) 8111 Fox (949) 753-0775 ESTHER BARRIGA - R.C.E'.' 50152 Date : 5'-11* -07 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS DRAWN BY: SCALE: R.A. TITLE SHEET AsJ,Noted DESIGNED BY: DATE: JURUP JUNIPER SEWER LINE E B 05- CHECKED BY: VED n DRAWING C.P. S 409 0 00 d- r` O O N Ln