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Home My WebLink About3390-16. 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 CITY OF FONTANA SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE "A T 2 GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE SH 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 V X&A mv, . . . .. ...... .. . . .. ..... .. UNM MOVEMENT. . .. .... '7 1' , N X"AW", A . . ..... .. .. __ l%l.._'.'_'_'l,,�, _._, , '�;,) "I m.. . .. ....... .. ....... .. . ... .. .. . .. ... A A 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING f+ " Vit 11, 'A " I Aas Am M, ... .. ..... SEPARATE PERMIT FOR THAT PURPOSE. ,,77-77777, -1 7 ......... . . 7 4 10410 R A"A"ANA IOWA --mr 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION 177": !t 94 1p, 0 .... ...... . 5,wma HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE . .... .. Aw A%dd . . ....... .. - ----- -rT'l A I'% -A f'� -r 7 ........ 7 7 �7, 777 77" -rl 1 r- -rf% M 7 TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO �7 77- A % I^ If"% r% A li A A ^r fNf%k I C11 I A I I f%f%k 1"T I RKir%r Clr'M%Rf"'�17 A I F7m A 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. CONSMUCTION NOT& & QUANTITIES: SEWER WATER EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE AND ALL AFFECTED AGENCIES IMMEDIATELY. CONTRACTOR 'IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CABLE CO. QUANTITY 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE ITEM DESCRIPTION CITY DEVELOPER TOTAL 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING INSTALL 8" EXTRA STRENGTH VCP SEWER 22 731 753 LF (909) 350-6632 INSTALL 10 P� EXTRA STRENGTH VCP SEWER 192 - 192 LF (909)823-5046 fox INSTALL 15" EXTRA STRENGTH VCP SEWER 213 F___F_ 213 LF PROPOSED CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 2 2 4 EA 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, CONSTRUCT 60" PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 2 SAN GABRIEL VALLEY WATER CO. 2 EA BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OFTHESE PLANS. sp (MODIFIED FOR 60-) PO BOX 6010 HIGHLAND 21 LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF CONSTRUCTION 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE (909)357-6581 BREAK INTO EXISTING MANHOLE AND CONSTRUCT CHANNEL PER CITY STDS (AloT USED) - SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION ATTN: JAIME AMESZCULA (626)448-6183 ext 251 INSTALL 15" VCP STOPPER 1 OF PAVING. 1 EA PROPOSED" UTILITY HAS BEEN CONSTRUCTED. INSTALL 10" VCP STOPPER 1 TRANSMISSIONS: (909)875-5100 1 EA THE REQUIRED ADJUST MANHOLE TO GRADE PIPELINES: (213)657-1233 1 1 EA SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO INSTALL 8" VCP STOPPER 1 1-1 2 EA (800)422-4133 NGT-U� � IN5TAIL 6' VCp SE�WF_r,?, LA -TF -RAL rEF, clTY SID. DF -TAIL 12; DISTRICT RESIDENTS AND EMERGENCY VEHICLES. YOU DIG YOU BIG NOTUSED ..... PLANS TO BRING THEM INTO 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE TELEPHONE 549 E SIERRA MADRE AVE CONSTRUCT ENCASEMENT PER LOS ANGELES COUNTY STD PLAN 2023-2 CASE IV ON SHT 7 30 ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE,CITY 20 LF -4- G .--11. 1 INSTALL SEWER TERMINAL CLEANOUT PER CITY STD DETAIL 128 7 -r 1 --td 1 EA 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. PROPOSED IMPROVEMENTS, THE CONTRACT'OR SHALL NOTIFY "THE ENGINEER SEWER WATER EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE AND ALL AFFECTED AGENCIES IMMEDIATELY. CONTRACTOR 'IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CABLE CO. PROPOSED 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE ADELPHIA (CABLE TV) CITY OF FONTANA 8353 SIERRA AVE. FONTANA WATER COMPANY 8440 NUEVO AVE EXISTING S FUTURE S� CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING FONTANA, CA. 92335 FONTANA, CA 92335 "'CAUTION- THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. (909) 350-6632 (909)822-2201 PROPOSED CONSTRUCTION. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND ATTN: CARLOS NAVARRO (909)823-5046 fox FUTURE S� 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH APPROVED PRIOR TO PAVING OF STREETS. ELECTRICAL ATTN: AL KROHN PROPOSED MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT SOUTHERN CALIFORNIA EDISON CO. #8-17. IT IS DESCRIBED AS A BRASS CAP IN THE NO. 3394 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, PAVEMENT PRIOR TO PLACEMENT. 7951 REDWOOD AVE SAN GABRIEL VALLEY WATER CO. 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OFTHESE PLANS. sp FONTANA, CA 92335 PO BOX 6010 HIGHLAND 21 LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF CONSTRUCTION 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE (909)357-6581 EL MONTE, CA 91734-2010 APPROVED BY THE CITY ENGINEER. SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION ATTN: JAIME AMESZCULA (626)448-6183 ext 251 THE BASIS OF BEARINGS FOR THESE PLANS IS THE LINE CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE OF PAVING. UNDERGROUND: (909)820-5598 (626)582-1575 fox PROPOSED" UTILITY HAS BEEN CONSTRUCTED. MONUMENT. TRANSMISSIONS: (909)875-5100 ATTN: LUIS MONTENEGRO I Rr-CORD DRAWIA16 - S116Z77_3 I -o6 D. 8. SHOULD CONSTRUCTION OF THE REQUIRED 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL PIPELINES: (213)657-1233 IMPROVEMENTS NOT COMMENCE WITHIN TWO 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO DISTRIBUTION: (909)357-6233 d-11:2 C= d -N YEARS OF" THE DATE OF APPROVAL SHOWN HEREON A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. (800)422-4133 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT RESIDENTS AND EMERGENCY VEHICLES. YOU DIG YOU BIG PO BOX 1299 ..... PLANS TO BRING THEM INTO 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE TELEPHONE 549 E SIERRA MADRE AVE C 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE,CITY EFFECT. AZUSA, CA 91702-1299 INCLUDING ADEQUATE WATERING, AT' ALL TIMES. ENGINEER. SBC/PACIFIC BELL (626)969-7911 1/2 tp 90-100 3939 E. CORONADO STREET (626)969-7397 fox 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE % PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ANAHEIM, CA. 92807 ATTN: MR. DARIN J. KASAMOTO DEPOSITED ONTO' PUBLIC OR P RIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING NO. 4 (714) 666-5514 0-15 CONSTRUCTION WITHOUT PRIOR TO WRITTEN APPROVAL. THE CONTRACTOR AGREES THAT HE SH I ALL ASSUME SOLE AND COMPLETE ATTN- BRIAN SNOWDEN THE METROPOLITAN WATER DISTRICT OF SOUTHERN 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,, RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF VERIZON CALIFORNIA B 'CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 16071 MOJAVE DR, BLDG. A PO BOX 54153 TEST GRADING 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CON-nNUOUSLY VICTORMLLE, CA 92392 700 N ALAMEDA ST REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF 'THE WORK UNTIL THE SPECIFIED AND NOT BE LIMITED TO NORMAL WORKING HOURS- AND THAT THE 0 CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE (760) 245-0330 LOS ANGELES, CA 90054-0153 (213)217-6000 DENSITY IS OBTAINED. ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, ATTN: FRANK AUGUSTAN (213)217-7457 fGX 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IN CONNECT`ION NTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE GAS ATTN: J.J. RAZON IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY AGENCY OR THE ENGINEER. SOUTHERN CALIFORNIA GAS COMPANY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 1981 W LUGONIA AVE REDLANDS, CA 92374-9720 CRAWFORD CANYON MUTUAL WATER CO. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH UNDERGROUND UTILITIES & STRUCTURES ATTN: MIKE FISHER ATTN: BAZIL FABRIZO EXISTING CONCRETE. (909) 335-7734 (909) 463-9580 OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR ATTN: DENNIS ALLARD 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF EMERGENCIES: (800) 427-2200 (909) 356-1815 TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR 'IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CABLE CO. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION ADELPHIA (CABLE TV) VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 1500 AUTO CENTER DRIVE THE ASTM DESIGNATION C700 FOR V.C.P. w > < ONTARIO, CA 91761 w > "'CAUTION- THE ENGINEER PREPARING THESE PLANS WILL NOT BE (909) 975-3341 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF ATTN: LERONE HEARN THE CITY ENGINEER. THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." BENCH MARK. - 27. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO < > > < w WATER ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 0 CAUTION. THE BENCH MARK FOR THIS PROJECT IS CALTRANS BM SEWER MANHOLE V) X #8-17. IT IS DESCRIBED AS A BRASS CAP IN THE 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY "THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST 343' NORTH OF HIGHLAND, 0.2 MI WEST OF SAN DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OFTHESE PLANS. sp SEVAINE RD., 2.65 Ml WEST OF SIERRA AVE.� 7 '00 HIGHLAND 21 ELEVATION IS 1428.609 FEET. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE FOR SEWER BASIS OF BEARINGS. APPROVED BY THE CITY ENGINEER. NOTICE TO CONTRACTOR- 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE UTILITlES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING A"r THE TIME "FUTUkE,OR I THE BASIS OF BEARINGS FOR THESE PLANS IS THE LINE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE OF THIS CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE IF ANY BETWEEN THE NW COR. SEC. 25, R6W, TlN (PT. 61) AND LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. PROPOSED" UTILITY HAS BEEN CONSTRUCTED. THE NORTHERLY QUARTER COR. OF SAID SEC. 25 (PT 84).SAID V) BEARING IS N 89"44'05" E AS SHOWN ON RS 30/58-60. I Rr-CORD DRAWIA16 - S116Z77_3 I -o6 D. 8. SHOULD CONSTRUCTION OF THE REQUIRED ez AP�> `5r--wr-,�, L-ATvW- A -T 5-T. 5-TA.555+171.% 7-27-o6 $h IMPROVEMENTS NOT COMMENCE WITHIN TWO SIEVE SIZE d-11:2 C= d -N YEARS OF" THE DATE OF APPROVAL SHOWN HEREON DIAL AND CARRIED FORTH IN A DILIGENT 0 , Lu MANNER, THE w No. 37167 TWO WORKING BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE * Exp. 06/30/06 REVISIONS TO THE YOU DIG YOU BIG civl\, ..... PLANS TO BRING THEM INTO CONFORMANCE WITH 0 Fr TOLL FREE 1-800-227-2600 REV. C A PUBLIC SERVICE BY UNDERGRI11MID SERVICE ALERT, REVISION DESCRIPTION MEMNON= DATE ENGR. CITY DATE STANDARDS IN EFFECT. 1" MAX. SIZE SELECTED NATIVE SOIL BEDDING COMPACTED TO 90% go 1��Op we m UTILITY LEGEND SEWER LINE SEWER LINE PER OTHER SHEET w < w > < w > w > w U) < < z W < 0 0 < > > < w WATER E -X-,- W LLJ z < SEWER MANHOLE V) X DIREC11ON OF FLOW -4- uj z w < RIGHT OF WAY 7 '00 HIGHLAND 21 AVE FOR SEWER COUNTY OF SAN BERNARDINO VICINITY MAP 0fs V) TABLE SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2 3/4 tv 100 1/2 tp 90-100 3/8 20-60 NO. 4 0-15 NO. 8 0-5 ASTM C 131 B TEST GRADING UTILITY LEGEND SEWER LINE SEWER LINE PER OTHER SHEET SEWER LINE PER OTHER PLANS EX SEWER ONE EXS - Y RD STORM DRAIN LINE . ........ WATER E -X-,- W SEWER MANHOLE 0/0 DIREC11ON OF FLOW -4- RIGHT OF WAY CENTERLINE STATIONING 04 FOR SEWER V) -4�