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Home My WebLink About3210-1GENERAL 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 G Si0 OTHERWISE NOTED. SUIWMI T A NUE STORM DRA IN \1 DUNCAN q 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE CYN. RD.P RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL I a GF IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. MPSD LINE B HASE �y w 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. ��P��Lu FROM SAN SE VA INE ROAD TO E/0 BEECH A VENUE 4 ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR �� w w TO IMPLEMENTING DETOURS. Of SUMMIT AVENUE 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT cn J DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL cnCITY OF FO.N TA NA, BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 0 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 0Z SIE kw LAKE PARKWAY J 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES w HIGHLAND AVENUE DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION V) Q UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. w- i - 3: 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER w m TRAFFIC CONTROL DEVICES AT ALL TIMES. 8 THE CONTRACTOR SHALL OBTAIN A PERMIT T 4.#� �4 - y BASELINE AVENUE E 0 PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 _�" FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. - C� r 1 - VICINITY MAP 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5 FEET IN DEPTH SHALL B GUARDED- �' O E N0.3 J ,, �� NTS , BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF �\j� , . \ 3/4:1 SLOPE OR GREATER THE DIVISION OF INDUSTRIAL SAFETY OF THE STAT CALIFORNIA. . E 0F C L FO RNIA. TRENCHES LESS THAN FIVE (5) FEET � �� /\ j OR ADEQUATE SHORING SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.Al 90% COMPACTED \�\ NATIVE BACKFILL 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A I 4 3" MAX. SIZE NOTES: SEPARATE PERMIT FOR THAT PURPOSE. I;." ,4„ NOTES: GRANULAR BEDDING FROM 1. TRENCH WIDTH SHALL BE CONTROLLED ..\ S�v TO TOP OF PIPE ZONE. ELECTED TRENCH SIDE LATERALS AND DETAILS MATERIAL (1" MAX. SIZE). \ 2. TRENCH DEPTHS OF GREATER THAN 5' 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT .►.°- .c, - ON SHEETS N0. 5 AND 6. SHALL HAVE ADEQUATE SHORING. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IN THE FIELD THETRUE LOCATION AN L 0 D 3. CLASS II AGG.BASE ALL TRENCHES ELEVATION F ANY X . E 0 EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. - '� �- ) = 6" MIN. 111= LESS THAN 100' IN LENGTH s ' r t ,.o , Z, u, a .. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALF'RT AT 1-800-227-2600 TWO WORKING DAYS -� - •-- o - 8 MAX. BEFORE EXCAVATION. W 3�� '',: z I III = = �� 0 _ NTS6, NOTE: r 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH .ALL UTILITY COMPANIES INCLUDING, BUT NOT= r ., w a = zm LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC a L. " COMPACTION SHALL BE 90% IN ALL I, ,I = . , f ®� a — - III ZONES NC UNLESS OTHERWISCONFORSPECIFIED. WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES $ -III ,p �0 HSTABILITY SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 111- w TO CAL–OSHA REQUIREMENTS. CONTRACTOR SHALL PROTECT INDEX MAP I I 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AND SUPPORT ALL EXISTING UTILITIES AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. BY A CIVIL ENGINEER FOR SUPPORT OF NTS AND PROVIDE SHOP DRAWINGS APPROVED o.s'D' STORM DRAIN PIPE 111_ 111- 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. EXISTING PIPE CROSSINGS SUSPENDED ABOVE ® GRANULAR BEDDING FROM SELECTED PROPOSED RCB TO THE SATISFACTION TRENCH SIDE MATERIAL FOR PIPE 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR OF THE AFFECTED AGENCY 10' OR GREATER IN DEPTH USE1/2 CRUSHED STONE BEDDING. TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROP.R/W R/W PROP.R/W R RCP TRENCH DETAIL PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. EXIST.R/W EXIST.R/w NOT TO SCALE 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS 13' 94' 10' 13' VARIES 10' WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. LANDSCAPE LANDSCAPE LANDSCAPE LANDSCAPE &SEINER 12 7 36 17 _34 12 EASEMENT I &SEWER 12 VARIES 30 34 12 EASEMENT I CONSTRUCTION NOTES AND QUANTITY ESTIMATES EASEMENT EASEMENT 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 7 5 7 5 TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 20' 20' I I DESCRIPTION QUANTITIES 2' DILATION _ ( SAWCUT/REMOV EXIST. PAVEMENT 2' DILATION 23.5 COVER VARIES FROM SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. I I I 4' TO 7' OVER RCB I THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO ( COVER VARIES FROM STAGING AREA I STAGING AREA 4 TO 7' OVER RCB EXIST. CONC. VARIES 5' EXIST. CONC. > MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. PROP. Ac 8' 6' P OP. AC SIDEWALK PROP. AC PROP. AC SIDEWALK CONST. 11 X 9> (3.35m X 2.74m) CAST -IN-PLACE REINFORCED 2736 LF 1 4" PAVEMENT—I P VEMENT 1 4" PAVEMEN I PAVEMENT CONCRETE SINGLE BOX PER CALTRANS STD. D80 2% 2�#► L v ; 2% 2% 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A --# -=1= - 2 CONST. MANHOLE -CONCRETE BOX STORM 3 EA MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS - - - `- PROP. GONG. - - �,, - - - - PROP. GONG. - - �' -- - DRAIN PER A.P.W.A. STD. PLAN 323 SIDEWALK — — — — — — — — CURB & GUTTER SIDEWALK — — — — — — ��, — — — — — — — — — — CURB & GUTTER (�3 -- CONST. JUNCTION STRUCTURE -PIPE TO RCB, EA AND EMERGENCY VEHICLES. - - - - - -�EXIST/5 PROP.CONC. �• PROP,CONC. .� , CURB & GUTTER / PROP. CURB & GUTTER 7 �, PROP. PER A. P.W.A. STD. 334-1 ry, MED.CURB MED.CURB 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING PROP, P�oP, „ ADEQUATE WATERING, AT ALL TIMES. 4 1Rce (. ` , EXIST. 17" WATER 11.9EXIST. 17" WATER 4 CONST. 30 (914mm) R.C.P.,1350-D LOAD, STORM DRAIN 95 LF 4 2' 2 6 �� 2, 2' 6' �— CONST. 24" (610mm) R.C.P.,1350-D LOAD, STORM DRAIN ( .340 �9:�r LF 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED Ex. SEWER _J 5.5 28' 14' 28' Ex./Fur. ARIES 14' 28' 6 PROTECT EXISTING IMPROVEMENT IN PLACE , ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT SEWER 1 PRIOR WRITTEN APPROVAL. 7Q CONST. CURS OPENING CATCH BASIN % 4 EA - .� 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. RCB TRENCH DETAIL RCB TRENCH DETAIL PER A.P.W.A. STD. 300-2, W=PER PLAN EAST FRONTAGE ROAD SUMMIT AVENUE 8 CONST. PLUG (BRICK &MORTAR) W/ 1" f CONCRETE MORTAR. 13 4-2EA 22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED AT THE END OF RCB / PIPE. TYPICAL SECTION TYPICAL SECTION DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS CONS%. COAIC. COLLAR PER 4 W STD. _380-3. 1_64 ` N.T.S. N.T.S. 23 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET CITY OF FONTANA UTILITY NOTIFICATION LIST IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CITY OF FONTANA PACIFIC BELL CO. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 83TN: CARLOS VENUENAVARO 3939ATTNVIRGINIA DECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET CONCRETE. FONTANA, CA 92335 ANAHEIM, CA 92807 LEGEND 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: (909) 350-6632 (714) 666-5467 ENGINEER. SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) TC TOP OF CURB THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ATTN. ALAN KESELOFF ATTN: JACK HAYES - FL FLOW LINE (GUTTER) 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO INV INVERT ELEVATION LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, STA STATION CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FONTANA, CA. 92335 ONTARIO, CA. 91761 MH MANHOLE MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE (909) 335-7781 (909) 390-4736 EXT. 3055 CB CATCH BASIN 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE EMERGENCIES: (800) 427-2200 R/W RIGHT-OF-WAY CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.' UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE CL CENTERLINE DRAWINGS. SO. CALIFORNIA EDISON COMPANY FONTANA WATER COMPANY SD STORM DRAIN 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ATTN: JAIME AMESZCUA ATTN: AL KROHN WAT WATER INSPECTED AND APPROVED. (909) 357-6581 8440 NUEVO AVENUE RECORD D Ak �� SEW SEWER FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 7951 REDWOOD AVENUE FONTANA, CA 92335 RCP REINFORCED CONCRETE PIPE PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE FONTANA, CA. 92335 (909) 822-2201 EXT. 323 THESE PIECE?^D DoAtk*INGS HAVE 6ErN,1rPAREDVCP VITRIFIED IER EIERDI FLAY PIPE VE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER (909) 820-5598 UNDERGROUND FAX. (909) 823-5046 PART, ONTMEBASIS OFINFORMA,II0141COMPILED AND 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH 909 820-5137 TRANSMISSIONS FURNISHECDBYpT-� •THEENGINECRWILLNOTUE -- -- RIGHT-OF-WAY THE PERFORMANCE OF WORK ON .THIS PROJECT, ( ) RESPONSIBLE F� ANY ERRORS ®I4 --_-- r - WATER EXCEPTING FOR LIABILITY ARISING (213) 637-1233 PIPELINES CRAWFORD CANYON MUTUAL WATER CO. HAVE BEEN INCORPO DI�THE IDH __ ., __.. __.. SEWER 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. (909) 357-6589 DISTRIBUTION ATTN: BILL VANDERKIEFT, JR. AREsuLT ---- ---- - ELECTRIC THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT (800) 227-2600 - (619) 868-6040 - �: _� - _ GAS BENCH MARK: 8-17 CALTRANS BASIS OF BEARINGS: 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE T TELEPHONE AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. UNDERGROUND SERVICE ALERT BRASS CAP IN CONCRETE S.C.E. OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP , - - - - - - - - - - EASEMENT W U1 i z A O W z TOWER LEG,343O HIGHLAND NORTH, RANGE 6 WEST SAN BERNARDINO MERIDIAN SHOWN AS y (800) 227-2600 AVE., 0.20 MI. W 0 SAN SEVAINE RD., IOW 2.65 MIW. ALONG HIGHLAND AVE., N 89.37'36" W ON A MAP FILED IN BOOK 88 PAGES 36 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL - - - FROM SIERRA AVE. THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.ELEvanoN: 1428.6090 SAN BERNARDINO COUNTY. # U2 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, .CALIFORNIA PVtSE RGA 0ETiAl4FWSl4 5408049P -546f-30 8�l6foz e•LZ Q(ZODN PREPARED IN THE OFFICE OF Q REV. STATION MH#1AND CNAN " PTOz4196PTO 4/d91o�j COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL F2 MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS C== Exl . tiff 2 • RFV• MR 3 9T d �'SH1=�T 4 • / �' Ar A&WAAAAkA4VVVVWWMa�`SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q� � DRAWN BY SUMMIT AVENUE �'LE' 1"=40' W w� ¢ No. 62183 r„ 10601 CHURCH STREET , STE. 107 D Z ADDED LATERAL "'0 RANCHO CUCAMONGA, CA 91730 DESIGNED BY: MPS LINE B — P I DATE: DIAL TWO WORKING 0 6-t1• G>� 11I 0 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Expl 9-30-05 * PHONE (909) 948-1311 BEFORE DAYS BEFORE �/ tiQ LP/ATS SAN AD TO 0 BES; AVEM APR. 2002 Y❑U DIG You DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 9�Fo Iv1 FO�� Date: 6•�3•oZ CHECKED BY: aPPRo BY-, F" / A CA - DRAWING NO.: TOLL FREE 1-800-227-2600 � / 1 AP UBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. RCE 62183 EXP. 9-30-05 ATS Co � �2- 3210 a CI ENGINEER R.C.E. 51152 DATE B J:\652-1452\storm\sd-ph 1 - 1. DWG, 06/13/2002 09:38:10