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Home My WebLink About3071-1STORM DRAIN IMPROVEMENT FLANS GENERAL 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 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 SAM 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 DETOUR& 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-MIETRIC 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 1 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 I -NO -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 SIIALL 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 ENGE 14EER 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 MONUMENT TEES 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 VEHICLE& 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMM 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO TEE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAI 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 UNDERMP41 NG STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON--EROIDEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FR41 BH TO MATCH EXISTING CONCRETE. 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 20 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. BASIS OF BEARING: BASIS OF BEARING BEING THE SOUTH LINE OF NE 1/4 SECTION 35, T1 S, R6W, SBBM SHOWN AS N 89'47'11" W ON TRACT NO. 15655-61 M.B. 264/47-49, RECORDS OF SAN BERNARDINO COUNTY. BENCHMARK BM #8-17 ElEV=1428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER. CITY 0-F FONTANA STORM DRAIN IMPROVEMENT PLAN FOR TRACT 15863 (ON-SITE) 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED 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. 33 AS -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 ALL RCP IS 1350. ERA� RAS NS.R 1. The construction of all public improvements shall conform to these plans and to the requirements of the City standard specifications, Public Works Construction. (Green Book) 2. Construction permits shall be obtained from Fontana Public Works Department prior to the start of any work within the City limits. 3. Stationing refers to the centerlines of storm drains and reference made on centerline of street stationing except where otherwise noted. 4. All exposed concrete surfaces shall conform in grade, color and finish to all adjoining street public improvements such as curbs and gutters, and sidewalks. 5. No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 6. All underground work shall be completed prior to paving of streets. 7. Existing underground utilities are as per the available records. The contractor shall be responsible for verifying the actual location and elevation in the field. 8. The walls and faces of all excavations greater than five (5) feet in depth shall be effectively guarded by a shoring system, sloping of the ground or other equivalent means. Trenches less than five (5) feet in depth shall also be guarded when examination indicates hazardous ground movement may be expected. 9. The Contractor(s) shall also obtain a permit to perform excavation or trench work as describe d in Note 8 above from Col/Ostia. 10. All manholes shall be constructed 6" below pavement grade and brought to finish grade by the paving contractor after pavement is in place. 11.Immediately following removal of existing pavement or dike or curb and/or gutter, the contractor shall diligently pursue that portion of work to completion, 12. All C.M.P. installations and connections shall be made per manufacturer's suggested method unless otherwise specified tin the plans. 13.If during construction, ground water is encountered, a -system approved by the City Engineer shall be installed to dewQter sold area at the direction of the Soils Engineer. 14. No trench backfill shall take place without prior approval of the City's Inspector. 15. All exposed metal surfaces shall be galvanized in accordance with the City standard specifications. 16. As --built plans shall be provided to the City by the Contractor. 2-1XISTIN GGH001.� SITS , WALNUT AVENUE � TRACT 16655 � I �+ l l I ��s�r�s�� f �a.s rssr sssssrss ------------------------ --------------------- r swsrssslsssssrssrsswsarrOrr ar �srs s.w.� �i.ts rr�srrsiser s4irr rsswa✓ �^�__ • � � , � t r � r � � t <r- { rN C- �WT 45 W I ,1 it I C Arz I I I I 3 It i ago r... i ti N a,r>t 8 20 VE 1 � �.s� ru.�sr rr CB4 i SHEI i { CB 1 I E 1 ! t I I j� iii��• 1 , =1 I 1 I t ! E I ♦ 4 I [� - I 1 , 1 ! l TiAC' i9 I <<� l ITR �T l B ION AqY i I I I I l I i+ ilfl 1. I TI«31�C�' 1142� I I Il..�`sssrs:rrsawsa��.rs �.r aatsas =sw rssaC = srs ass r -ss a=.craw ^s sr rs sw rwwr.�rr�M�ss f 1 let It--a.ss rss 1/�setrrrssrssrs s...rr.,srs tis rsrs meassw..-.rr wsrs rr wrss:wn.srrws rs..er ^� ! { I _0 i �� r I 1 INDEX MAP NTS STORM . DRAIN CONSTRUCTION NOTES: CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 - -- -- --- -- - - - - - - - - - - - ...r. - - _ CONSTRUCT TRAFFIC JUNCTION STRUCTURE PER APWA STD. NO. 320-1 - - - -- - -- -- - - --- - - - - CONSTRUCT CURB INLET STRUCTURE PER APWA STD. 313-1; CASE AND LENGTH AS NOTED- - - - -- INSTALL 42" RCP (1500D) ------------_.--_ ---------------------_.. INSTALL 36" RCP (1500D) ---------------.....-__----_-_-_ ----_----- INSTALL 24" RCP (1500D) ---_........-------------------..------__----- INSTALL 18" RCP (13,50D) -r-------- ----------- _-----...-----_-- . - JOIN EXISTING STORM DRAIN PIPE -------_-_----.----_.------_-- _- - _- NOTE: QUANTITIES SHOWN ARE FOR BONDING PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. fr*ar INDICATED THE PAVEMENT SECTION SHALL BE SUBMITTED TO SOIL ENGINEER'S APPROVAL. ALL PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS OF THE SUB -GRADE SOIL, AND EXPECTED TRAFFIC INDEX. CALIFORNIA COUNCIL OF CIVIL ENGINEERS AND LAND SURVEYORS, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK IN THIS PROJECT, EXPECTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 6 EA 3 EA 6 EA 66 LF 368 LF 108 LF 52 LF 1 EA SUMMIT AV r-►11%►1.vT1F UL_ VICINITY MAP 33. City of Fontana, utility notification fist: City of Fontana Attn: Carlos Navarro 8353 Sierra Avenue Fontana, CA 92335 (909) 350-6632 So. Calif. Gas Company Attn: Dennis Freeman 1981 W. Lugonia Avenue Redlands, CA 92374 (909) 335-7547 Emergencies: (800) 427-2200 So. Calif. Edison Company 300 N. Pepper Avenue Rialto, CA 92376 (909) 820-5598 - Underground (909) 875-5100 - Transmission (213) 637-1233 - Pipelines (909) 357-6223 - Distribution (800) 422-4133 Crawford Canyon Mutual Water Co. Attn: Bill Vanderkieft, Jr. (619) 868-6040 Pacific Bell Co. Attn: Virginia Becker 3939 E. Coronado Street Anaheim, CA 92807 (714) 666-5467 Underground Service Alert (800) 227-26100 Comcast ( Cable TV } Attn: Jack Hayes 1205 Dupont Ave. Ontario, CA 91761 (909) 390--4738 General Telephone Company Attn: Steve Hock 1400 E. Phillips Blvd. Ontario, CA 91766 (800) 422--4133 Fontana Water Company Attn: Michael J. McGraw 8440 Nuevo Avenue Fontana CA 92235 (909) 822-2201 Fax; (909) 823-5046 0.16' 0.16' R.O.W LEVEL LIN ? 2 R.o.W. 1 1511171 20' 20' 7' 5' 01 12' 40 12' t i 64' R.O.W. i COMMUNITY ENTRANCt NTS TRAFFIC INDEX = 6.5 * EARP WAY, HOLIDAY DRIVE AT ENTRANCE R.O.W. 0.20' 0.20' R.O.W. TRAFFIC INDEX = 5.5 * ANDREA STREET, CORY COURT, IRONRIDGE COURT CERRITOS STREET, GARDEN ROSE STREET, HOLIDAY DRIVE, PLUMROSE STREET LEGEND: TC TOP OF CURB FL FLOW LINE FS FINISHED SURFACE FG FINISHED GRADE FF FINISHED FLOOR GF GARAGE FLOOR PAD PAD TW TOP OF WALL TF TOP OF FOOTING H HEIGHT L LENGTH R_ PROPERTY LINE R/W RIGHT--OF—WAY RETAINING WALL (120) EXISTING ELEVATION 120 PROPOSED ELEVATION TBM TEMPORY BENCH MARK BM BENCH MARK C CUT F FILL N NATURAL ��•-�-► PROPERTY LINE EXISTING CONTOURS PROPOSED CONTOURS -----�----- LIMIT OF OVEREXCAVATION CUT/FILL DAYLIGHT LINE NOTE: SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIG ALERT ID NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227 -260 0 TWO WORKING DAYS BEFORE YOU DIG. k 0