The URL can be used to link to this page

Home My WebLink About3879-1GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS 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 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. 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 MONUMENT, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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 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. 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. BENCHMARK SAN BERNARDINO COUNTY B.M. OF 627, NAVD 88 ELEVATION: 1011.70 FEET TOLL FREE -qmmww- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT low 0 0 110111W - v 47ank - RR TRACT NO. CITY OF FONTANA, 17021 1 CALIFORNIA JIFtUPA AVE EXIST. R/W } 7 I I r 3 4I b # 2 tPROPOSED CB 1 P f° 24" RCP Qo�=14.86 CFR/W 15 PUE O t _ ` .. _ _- Qm=13.75 C04 F Z PAD - C _2 R/W 5' PU / Qq =-4154 CFS .1 i (> j 12 _ i r ± ? i I i 1,9 I Q�=3.51 C S ¢ I 1 1 1� f j' 3tc3c SEWER i ) I L r'� ! EASENT w EXIST. 72" RCP DWG. 1803 TRACT N0. 161 10 i� Ali I L INDEX MAP SCALE 1"=80' ' LEGEND S LY N LY R/W R/W PUE 25' 25° PUE 7' 18' 18' 7'TRACT BOUNDARY 0.5 4' 2.5' 8' 10' 10' 8' 2.5' 4' 0.5' s RIGHT OF WAY ------ EASEMENT 0.23' LEVEL LINE 0.03' 0.23' s 27o 2y° FLOW DIRECTION PROPOSED RETAINING WALL 7 GRASS SIDEWALK AC PAVEMENT SIDEWALKGRASS EXISTING RETAINING WALL �� GRASS GRASS 6" CURB & GUTTER 6" CURB & GUTTE RECORD DRAWINGS PREPARED BY TC = q + 0.03' MADOLE OC ASSOCIATES, INC. TC = + 0.03 FL = — 0.47' ' L U l� L_JUL x JURUPA AVE PROJECT SITE DECLEZ REANNEL ALIGNMENT w un EASEMENT VICINITY MAP NO SCALE SHEET INDEX FL = — 0.47 `� 70 DESCRIPTION 1 TITLE SHEET, VICINITY MAP, STORM DRAIN NOTES 2 STORM DRAIN PLAN AND PROFILES 3 STORM DRAIN STANDARD PLAN DETAILS 4 STORM DRAIN STANDARD PLAN DETAILS PRIVATE ENGINEER'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 STRUCTURE 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 HELD RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS AND ANY CHANGES, ADDITIONS AND/OR DELETIONS MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF FONTANA. CONSTRUCTION NOTES AND QUANTITIES NO. FL = — 0.47 `� 70 RECORD L HAVVINU ENC .1 /REPRESENTATIVE ITEM TOTAL UNIT 1 CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321-1 ON SHT. 3. 1 EA 2 CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 320-1 ON SHT. 3. 1 EA SUPPLY AND INSTALL 24" RCP, D LOAD PER PLAN. 109 LF 3 TRENCHING DETAIL ON SHEET 3. LIMITED PARTNERSHIP 4 CONSTRUCT CURB OPENING C.B. PER APWA STD. PLAN NO. 300-2 ON SHEET 4 2 EA 28 WITH W AND V PER PLAN AND PROFILE. 29 ` FL = — 0.47 `� 70 RECORD L HAVVINU ENC .1 /REPRESENTATIVE PROVIDE RECORD DRAWINGS No. 3 6 3) THE CITY ENGINEER. VAN DELL AND ASSOCIATES, INC. 34 MINIMUM D—LOAD FOR ALL C , � � �� + TYPICAL STREET SECTION 6" CF E RECORD DRAWINGS HAVE BEEN F�EPARED, IN 17801 CARTWRIGHT ROAD 7951 REDWOOD AVENUE J` ` ��n�ON THE BASIS OF INFORMATION CO^ PILED AND P.O. BOX 987 (909)357-6231 (SO. OF MERRILL) ` .. 5.5 SCALE: 1 =8 / !I %f Of �`M�� , IED BY OTHERS. THE yiNEER WILL NOT BE FUR SH RE'PONSIBLE FOR ANY ERRG ,'OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS (909)822-2201 (800)422-4133 A RESULT THEREOF. GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS (CONT.) °NINM TEN—NINETY, A CALIFORNIA 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE LIMITED PARTNERSHIP CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED ACENICIES IMMEDIATELY. 470 E. HARRISON STREET CORONA, CA. 92879 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STFFL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. APPMANT/DEVELOM 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. TEN—NINETY, A CALIFORNIA 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE LIMITED PARTNERSHIP PAVING CONTRACTOR UPON COMPLETION OF PAVING. 470 E. HARRISON STREET 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, CORONA, CA. 92879 AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL ENC .1 /REPRESENTATIVE PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. VAN DELL AND ASSOCIATES, INC. 34 MINIMUM D—LOAD FOR ALL RCP (S.D. PIPE) IS 1350. 17801 CARTWRIGHT ROAD REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT QROFESS/OH COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL,p SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W o m No. 024725 HlTY ENGINEER MAY RFQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �q� CIVIL OF rc, REC. DWG. ,� STANDARDS IN EFFECT. IRVINE, CA 92614 TEL (949) 474-1400 FAX (949) 261-8482 LOCAL UTL ES CITY OF FONTANA GENERAL TELEPHONE COMPANY 8353 SIERRA AVENUE 245 N. MOUNTAIN VIEW AVENUE FONTANA, CALIFORNIA 92335 POMONA, CALIFORNIA 91766 (909)350-7610 (213)357-2257 OR (800)422-4133 SO. CALIF. GAS COMPANY 50. CALIF. (;Ab COMNANY DISTRIBUTION FACILITIES TRANSMISSION DEPARTMENT 16231 VALLEY BLVD. 2191 BIRCH STREET FONTANA, CALIFORNIA 92335 BREA, CALIFORNIA 92621 (909)889-9711 OR (800)422-4133 (909)529-2889 OR (800)422-4133 SOUTHERN CALIFORNIA EDISON CO. FONTANA WATER COMPANY 7951 REDWOOD AVENUE 8440 NUEVO AVENUE FONTANA, CALIFORNIA 92336 P.O. BOX 987 (909)357-6231 (SO. OF MERRILL) FONTANA, CALIFORNIA 92334 (909)357-6223 (NO. OF MERRILL) (909)822-2201 (800)422-4133 PLAN PREPARED BY: VAN DELL AND ASSOCIATES, NC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS DRAWN BY - 17801 CARTWRIGHT ROAD TWH IRVINE CA 92614 (949) 474-1400 DESIGNED BY: 't1 -E �'?ERVISION OF: DJH CHECKED BY: - •fr�` &A—z...., DRG DONALD R. GORDON R.C.E. 24725 DATE CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS SOUTHRIDGE VILLAGE SCALE: T 170.91 LOT 1 TO 19 DATE: SSHOWN T. _E SHEET 06 16-05 T7�1 APP D BY: DRAWING NO.: 1 7. 2-e -Io i 387 4 CITY ENGINEER R.C.E. 51152, DATE: n L9 rrj Ln O Q0 O I 0 O 0 I Co co U N O U F— cn z w Ln O 0 -I CKD 00 cn v Q) 0 L D- / Q