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Home My WebLink About3871-1.GENERAL NOTES FOR STORM DRAIN DARROVENENT PLS STORM 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 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 THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6 THE CONTRACTOR SHALL CONE, • , M TO ALL TRAFFIC CONTRG, 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 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. 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. 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 DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL.. INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, 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 EMERGENCY 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 GEOTECHNI ;AL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING 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 EXISTING CONCRETE. 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 AFFLOTED AGENCIES IMMEDIAI ELY. 28 NO CONCRETE SHALL BE PLAC7_D 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 SOIL 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. �3 �%S-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34 MINIMUM D -LOAD FOR STORM DRAIN RCP IS 1350. .r REV REVISION DE9CW" BENCHMARK WAWA SAN BERNARDINO COUNTY DIAL B.M. OF 627, NAVD 88 BEFORE DAYS�� ELEVATION: 1011 70 FEET YOU DIG YOU DIG TOL. FREE 1-800-227-2600 A PUBLIC SERVICE BY UMXRCROLW SERVICE ALERT I REC. W6. -N• DRAIN IM V M NT LA w � x U m V) \�y 9 m ix w U N RO NS NA JURUPA AVE. C NOTRA 14243N VILLAGE D 0 T• Z � o - PROJECT SITE RIVERSIDE RD. &fee-"%%"--- J PARC& V T 4 w► CO -006 PUE R/W -08 25' no 7, 5' 2.5 4.5' 8' I I 2% I 0.23' 18' INDEX MAP SCALE 1"=100' q_ 50' 1 10' 10' LEVEL LINE __,, '00-0.03 18' I i � ■ n R/W PUE 7' 4.5' 2.5' S' I 0.23' 2% w '• W. t• .1 �. •1�•• r ••♦ ..• .► ..fit.! • J•ti 1• .t •,,,, ' AC PAVEMENT RECORD DRAWINGS PREPARED BY 6" CURB do GUTTER NADOLE r( ASSOCIATES, IN C. 6" CURB do GUTTER TC _ TC = q + 0.03' FL = + 0.47 RECORD DRAWING FL = q — 0.47' � — THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN TYPICAL STREET SECTION (6" CF) PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISI 9C- NS WHICH N.T.S. HAVE BEEN INCORPORATED N4M THE DOCUMENTS AS A RESULT THEREOF. DATE I ENGR. I CITY I DALE TEN—NINETY, A CALIFORNIA LIMITED PARTNERSHIP 470 E. HARRISON STREET CORONA, VA 92879 VICHTY MAP NO SCALE SHEET INDEX CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN DESCRIPTION 1 TITLE SHEET, VINCINITY MAP, SD CONSTRUCTION NOTES 2 DETAILS 13 3 DETAILS f- 4 STORM DRAIN PLAN, PROFILE 5 STORM DRAIN PLAN, PROFILE PRIVATE ENGNEER'S NOTICE TO CONTRACTORS 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF FONTANA DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF A UTILITY AND/OR Si RUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR RENEWAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 3. THE GRADING CONTRACTOR SHALL SATISFY HIMSELF AS TO THE GRADING QUANTITY AS SHOWN ON THIS PLAN AS PART OF HIS BID. 4. IT IS REQUESTED THAT THE GRADING CONTRACTOR NOTIFY THIS PRIVATE ENGINEER BY CALLING AT LEAST 48 HOURS BEFORE COMPLETION OF THE GRADING OPERATION IN ORDER THAT THIS OFFICE MAY PERFORM A FINAL INSPECTION TO COMPLY WITH OUR GRADE CERTIFICATION COMMITMENT TO THE CITY OF FONTANA. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 6. UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF FONTANA. BASIS M BEAF OM THE BEARING OF N 89'34'47" W FOR THE SOUTH LINE OF THE SOUTHWEST ONE—QUARTER OF SECTION 36 TOWNSHIP 1 SOUTH, RANGE 6 WEST, AS SHOWN ON THE TRACT 13613 1N BOOK 204 PAGES 19-22 OF THE OFFICIAL RECORDS OF SAN BERNARDINO COUNTY. ' I- 0 ch n 0 0 STORM DRAW CONSTRUCTION NOTES QUANTITIES ImTS 12 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN A`: SHOWN .JATE: NO. 300-2; (WIDTH PER PLAN), DETAIL ON SHEET 2 . ... . .. .. ... .. .... . 2 EA 13 CONSTRUCT MANHOLE PIPE TO PIPE (ONE OR MORE MAIN LINE ID'S DRAWING NO.: f- 33" OR SMALLER PER A.P.W.A. STD. PLAN NO. 321-1, DETAIL ON SHEET 3. 1 EA 14 SUPPLY AND INSTALL 18" RCP D -LOAD AS SHOWN ON PROFILE . .. .. ...... . 92 LF 15 SUPPLY AND INSTALL 24" RCP D -LOAD AS SHOWN ON PROFILE . . .. . .. .... . 72 F 19 O =CONSTRUCT MANHOLE PIPE TO PIPE PER A.P.W.A. STD. PLAN NO. -322-1, DETAIL ON SHEET 3 . . . . . ... .. . . .. . . .... . .... ... . .. 2 E. 20 _ REMOVE EXISTING MANHOLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 El 21 INSTALL 36" R.C.P. (D -LOAD PER PLAN) BEDDING TYPE III PER DETAIL ON SHEET 4 . . . . . . . . . . . . . . . . . . . . . . 30 22 CONSI KU -T "L" HEADWALL PER CALTRANS STD. PLAN NO. D89 ; i MODIFIED AS FOLLOWS: W=20 FT, FOOTING WIDTH=3.0 FT H(MAX.)=5.5 FT, WALL THICKNESS=10", DETAIL ON SHEET 3 . . . . . . . . . . . . . . . 1 EA 23 CONSTRUCT SLOPED PROTECTION BARRIER PER A.P.W.A. STD. PLAN. . . . . . . . . . 1 EA NO. 360-0. DETAIL ON SHEET 2. 24 CONSTRUCT DEBRIS POSTS O 2.0' ON CENTER PER DETAIL -ON . . . . . . . . , . . 8 EA SHEET 5. APPWAW/DEV 0FW "ziVAN DELL AMIL NG890CIATM NC. FIESTA DEVELOPMENT INEERS SURVEYORS LAND PLANNERS 470 E. HARRISON STREET �� DRAWN BY: CORONA, CA 92879 No. 024725 17801 CARTWRIGHT ROAD _ NMH * Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY: r UDDER TEE moll OF: EMR OF�Cw\ �� I!� /_ Z�� 4 CHECKED BY: !�- DRG DONALD R. GORDON R.C.E. 24725 DATE CITY OF FONTANA, CALIFORNIA STORM DRAIN PLAN AND PROFILE SOOT IDGE VILLAGE T 14243 IT SHEET BY: _ 0 z J CL 1-110 z Li 0 0 a SCALE: a� A`: SHOWN .JATE: a 07-27-05 w J DRAWING NO.: f- 3871 u, r 0 0 z J CL 1-110 z Li 0 0 a SCALE: / A`: SHOWN .JATE: 0 07-27-05 •-, O DRAWING NO.: j 3871