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HomeMy WebLinkAbout2794-1�. C�'11fER�fL MDTW 1. WORK IN PUBLIC STREETS, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT SO AS TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND TO THE PUBLIC. 2. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONNECTION WITH SUBDIVISION CONSTRUCTION. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THESE PLANS, THE CfTY OF FONTANA STANDARD SPECIFICATIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CiTY OF FONTANA ENGINEERING DIVISION PRIOR TO START OR ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK (909) 350-6632. CONSTRUCTION PERMITS SHALL ALSO BE OBTAINED FROM SAN BERNARDINO COUNTY TRANSPORTATION/FLOOD CONTROL FOR WORK WITHIN THEIR RIGHT-OF-WAY OR AFFECTING JURUPA BASIN AND SAN SEVAINE CHANNEL 5. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERM` NED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVON© INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. S. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS. TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER. STORM DRAINAGE. FLOOD CONTROL. SYSTEMS, ETC. 7. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWWGS TO THE CITY ENGINEER. 8. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 9. STERILANT REQUIRED UNDER ALL AC PAVEMENT. 10. THE CONTRACTOR SHALL NOT DISTURB EXISTING MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WiLL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND DELAY SURVEYOR ONE WEEK PRIOR TO THE CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SiGNS, LIGHTS, AND DEVICES AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 13. ALL PROPOSED AND EXISTING MANHOLES SHALL BE ADJUSTED TO GRADE AFTER FINAL ASPHALT UFT IS IN PLACE. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO EXiSTTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER do SEWER LINES AND APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE. PAVEMENT SECTION NOTES: SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC CONCRETE SHOULD BE COMPACTED TO 957E RELATIVE COMPACTION (CA 304) AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS. CITY OF FONTANA, UTILITY NOTIFICATiON LIST: CRY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS. CO. ATTN: DENNIS FREEMAN 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 (909) 335-7547 EMER. (800) 427-2200 SO. CALIF. EDISON CO. 300 N. PEPPER AVE. RIALTO, CA. 923766 909 820-5598 - UNDERGRND 910 875-5100 - TRANS 213 637-1233 - PIPELINES 909 357-6223 - DISTRICT SAN BERANRDINO COUNTY TRANSPORTATION/ FLOOD CONTROL DEPT. 825 EAST THIRD STREET SAN BERNARDINO, CA. 92415-0835 (909) 387 2800 UNDERGROUND S (800) 422-4133 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA. 91761 (909) 390-4738 GENERAL TELEPHONE CO. ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA. 91766 (800) 422-4133 INLAND EMPIRE UTILITIES AGENCY 9400 CHERRY AVE., BLDG. A. FONTANA, CA. 92335 P.O. BOX 697 RANCHO CUCAMON A. CA. 91729 (909) 357-0241 FONTANA WATER COMPANY IN ATTN: AL KROHN 16803 SPRING ST. FONTANA, CA. 92335 (909) 822-2201 22,000 LUMEN HPS 320' MiN. SPACING 30HEIGHT ORNAMENTAL POLE/6' MAST ARM 1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL CONFORM TO THE MANUAL OF TRAFFIC CONTROLS, LATEST EDITION, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST EDITION. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFiCAT10NkS DATED 1975, AND ANY REVISIONS THEREAFTER. 3. ALL rMt)RK AREAS % ILL BE COMPLETELY COMM AND/OR DELiNfA IED AND/OR BARRICADED FOR ANY WORK REQUIRING A LANE CLOSURE, CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE LATEST EDITION OF THE WORK AREA TRAFFIC CONTROL HANDBOOK. 4. ALL ADVANCE WARMG SiGNIS SHALL BE REFLECTORiZED. 5. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY THE CITY ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE CONSTRUCTION REDUCES THE ROAD WAY TO A SiNGLE THROUGH LANE OR WHERE THROUGH TRAFFIC MUST STOP FOR EQUIPMENT MOVEMENT. 9. TRAFFIC SIGN DM ESi M, COLOR AND LETTERING SHALL CONNFOIMI 70 THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. 7. A MINIMiUM 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 9. MASK OR BAG ALL COHFLfCTM SIGI NS AND REMOVE ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY WET SAND BLASTING OR AS DIRECT BY THE CITY ENGINEER. 10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE CITY ENGINEER. 11. REMOVAL OF ALL SIGNS AND LEGENDS SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SiGNS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATED WORK WRH CRY FORCES. 12. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEYMS TO K DETERMINED BY THE CITY ENGINEER, ADDITIONAL WARNING AND/OR CONSTRWITON SIGNS MAY BE REQUIRED BY THE CRY ENGINEER. undorrgromnd 5ore6c® A�@rrq Call: Til FREE 1-800 422-4133 TWO WONOW DAYS BFiY011 010 BENCH MARK: - CIN OF FONTANA B.M. 581 RAILROAD SPIKE IN EASTERLY FACE OF POWER POLE N0. 674320 E AT THE NORTHWEST CORNER OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 918.40 STREET IMPROVEMENT PLANS SLOVER AVENUE SOUTH �/� RIGHT R/W 104' 16' _(_ 36' VARIES VARIES 1/4"F7 SLOPE 32' N 36' 2' AC FEATHER EXISITNG EDGE OF PAVEMENT ' EDGE OF AC PVMT 4 R-2.00% & VAR. - - EXISTING A.C. 1-1 /2"72/2 PAVEMENT TYPICAL SECTION SLOVER AVENUE FROM STA. 4+15 TO STA. 6+20 N.T.S. TEMP. CONST, BENCH MARK: 20-- COLD PLANE EXISTING AC PAVEMENT (2' MIN.) PER TYPICAL SECTION. NORTH EAST CORNER r AVE.; SET CHIS. " " 0 ECR; 61.5' e &" I #Alm L V;µms~ AVE. & 1- R ctonp► or►u�tbnll tw N t'M.. LF. W - __ Os ow ty for ar sou � Y:'salt �• �� 885.92 T _.1 _ . Nr- r� Cft bm of or,r and too hr~ L YIr.• x r' x �'" sNn wMr ,h,,s ► 1.l2 �- I K . #14- } rwa j� f EAST CORNER JURUPA AVE. MOM 2" ft has AVE.; SET CHIS. " " 0 BCR; 64.0' T ;� -, IA 36.2' E/0 SECTION C -C NOTE ++ � EA r--'�'1 lye~ pipe otMu i' Mwi 0.107" MCN-- ekes sf F CAlm ru�..r 915.775 y�- �" 3st We i � CroM McMm of "i MMS sm M �. woo or womew ALTERNATIVE CLiP 12 PROTECT IN PLAICE EXISTING DEADMAN POLE AND GUY ANCHOR. 0110z1---notten or .•rte 13 REMOVE AND/OR RELOCATE EXISTING IRRIGATION PIPES. HEAD. CONTROLLER BRACKET DETAIE SUM I*- CA* r PIPE STAKE ANCHOR DETAIL _.+.r 0.4r ainiar TAPERED INLET 15 PROTECT IN PLACE EXISTMrG TELEPHONE CONTROL CABMI T. 1 a- r 16 RELOCATE EXISTING TELEPHONE CONTROL CASW UNDER THE DIRECTION 1 EA OF PACIFIC BELL TELEPHONE CO. SECTION E -E SECTION G -G Tops M Milts 120 S.F. 20 r setter fN NO*on � + `~ %i �•� Oowwraln fA+M-arrreisiw o Ty of dko w " «stal paectror,s �, -.1 ,� e.a o n w doommW < ~9 ft �t r `' Slatted no" for "x ' SECTION 0-�0 SECTION r<-� SECTION A -A � f s • torp �.. r Taperer Mfto Ir 4- fiATofib ol ed rr+ - , r r � -- 2• It To of M Poo !... lo., 061m, •.-V� 641V ouktow PLAN PLAN Anclr.r osomp" TYPE A DIKE MOi,IN1ABlE INS soft M in 4" t000tNn% uw v wool of�CT ��� paved luttor fMro an both dMo STATE 0: CALIFO M11S of kftt ASF"ALT CONCRETE 011'EIISOE DRAINS MtT1Y�pt a TRANSPOIIr1►t�w OVERSIDE DRAINS PLAN TAPERED INLET AND FLUME DOWNDRAMN NO SCALE Dsrs TEMP. CONST, BENCH MARK: 20-- COLD PLANE EXISTING AC PAVEMENT (2' MIN.) PER TYPICAL SECTION. NORTH EAST CORNER MULBERRY AVE. & MARLAY AVE.; SET CHIS. " " 0 ECR; 61.5' N/0 MARLAY AVE. & 36.3 E/0 MULBERRY AVE. LF. ELEV. = 885.92 LF. &-CONSTRUCT ASPHALT OVERSIDE DRAIN TYPE A DiKE PER CALTRANS STD. D878. SOUTH EAST CORNER JURUPA AVE. & MULBERRY AVE.; SET CHIS. " " 0 BCR; 64.0' S/0 JURUPA AVE. & 36.2' E/0 MULBERRY AVE. EA ELEV. = 915.775 EA 12 PROTECT IN PLAICE EXISTING DEADMAN POLE AND GUY ANCHOR. ASPHALT OVERSIDE DRAIN SOUTH EAST CORNER MARLAY AVE. & CHARDONNAY AVE.; SET CHIS. " " 0 ECR; 36.2' S/0 MARLAY AVE. & 61.5 E/0 CHARDONNAY AVE. ELEV. = 885.70 SOUTH EAST CORNER MARLAY AVE. & CABERNET AVE.; SET CHIS. " " 0 ECR; 36.2' S/0 MARLAY AVE. & 62.0' E/0 CABERNET AVE. ELEV. = 886.53 NTS RELLWE MvEwklt DESCRIPTION IM "�iiM�!'i r' ;A' ®= =3 ffss = z ;;o * R.C.E. No. 43293 ExF 3-31-W civ \V oz� of C A�-\�` THIENES ENGINEERING ®CML ENGINEERING • LAND SURVEYING 16800 VALLEY VIEW AVENUE ®LA MIRADA. CAUFORNIA 90639 (714)521-4811 FAX:(714)521-4173 THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF: HAIDOOK I. AGKAIAN RCE NO. 43293 T rvn w l I mo -w T 1a- SAW CUT ANO REMOVE EXISTING PAVEMENT. (12- MITI.) 200 S.F. 20-- COLD PLANE EXISTING AC PAVEMENT (2' MIN.) PER TYPICAL SECTION. 400 S.F. 3a- SM -CHIT AND REMOVE EXiST'M CURS AND CUTTER. 5 LF. 0 -CONSTRUCT 6.5' ASPHALT CONCRETE PAVEMENT OVER 95N COMPACTED NATIVE. 750 S.F. &-CONSTRUCT 8' CURB AND GUTTER PER CITY STANDARD NO. 101. 125 LF. &-CONSrRIUCT s' A.C. OWL PER CITY STAN1ii11111D NO. 13& 17 LF. &-CONSTRUCT ASPHALT OVERSIDE DRAIN TYPE A DiKE PER CALTRANS STD. D878. 1 EA. BO ---CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 102-C, 1 EA 9& --CONSTRUCT s' CF TO 0'CF AC DiW TRANISITKK 3 LF. 10 PROTECT IN PUCE EXISTING IRRIGATION CONTROL BOX. 2 EA 11 PROTECT IN PLACE EXISTING GAS LINE MARKER. 1 EA 12 PROTECT IN PLAICE EXISTING DEADMAN POLE AND GUY ANCHOR. 1 EA 13 REMOVE AND/OR RELOCATE EXISTING IRRIGATION PIPES. HEAD. CONTROLLER LUMP SUM AND OTHER APPURTENANCES. 9 --CONSTRUCT 5' x 5' RIP RAP. 18' THICK WITH 10"DML ROCK 1 EA 15 PROTECT IN PLACE EXISTMrG TELEPHONE CONTROL CABMI T. 1 EA 16 RELOCATE EXISTING TELEPHONE CONTROL CASW UNDER THE DIRECTION 1 EA OF PACIFIC BELL TELEPHONE CO. &_-CONSTRUCT S' P.C.C. SIDEWALK PER SIO. NO. 105-A. 120 S.F. DATE LW Upe.bic 10/20/911 17a T1.dl10 CITY OF FONTANA: CALIFORNIA �Ii SLOVER AVENUE 40-f- HORIZ. 1 M Q 29' DATE: DWG. No. 1 l7 9�fi 2