HomeMy WebLinkAbout6575-1SLOVER AVE
BOYLE AVE
VALLEY BLVD
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WASHINTON DRIVE
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VALLEY BLVD
MARYGOLD AVE
SLOVER AVE
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SAN BERNARDINO
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PM 20669
INTERSTATE
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VALLEY BLVD.
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WASHINGTON DR.
SEE SHT. 3
LINE 'A"
LINE 'B"
PARCEL 1PARCEL 2
PM - 20669
VICINITY MAP
OWNER/DEVELOPER
JPI COMPANIES
JAY ADAMOWITZ
SAN DIEGO, CA 92130
PHONE: (858) 771-9119
CIVIL ENGINEER
PSOMAS
DAVID I. BROTCHIE, P.E.
RIVERSIDE, CA 92507
PHONE: (951) 787-8421
1650 SPRUCE STREET, SUITE 400
11988 EL CAMINO REAL, SUITE 200
SOILS ENGINEER
LEIGHTON AND ASSOCIATES, INC.
10532 ACACIA STREET, SUITE B-6
PHONE: (909) 484-2205
RANCHO CUCAMONGA, CALIFORNIA 91730
UTILITY NOTIFICATIONS
WATER:.........FONTANA WATER COMPANY.........(909) 201-7312
SEWER:.........CITY OF FONTANA........................(909) 350-7610
GAS:.............SOCAL GAS...................................(800) 423-1391
COMM:..........AT&T.............................................(800) 332-1321
ELECTRICITY..SOUTHERN CALIFORNIA EDISON...(800) 611-1911
COMM:..........SPECTRUM.....................................(844) 708-0654
NOT TO SCALE
PROJECT SITE
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 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 MONUMENTS, 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.
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.
INDEX MAP
GRAPHIC SCALE
SCALE: 1" =
0 150 300
150
75150
1
LEGEND
INVERT OF PIPE ELEVATION
PAD ELEVATIONP.E.
INV.
S/W SIDEWALK
PROPOSED FLOW LINE
PROPOSED FENCE
PROPOSED SEWER
EXISTING SEWER
EXISTING WATER
PROPOSED WATER
PROPOSED SIDEWALK
EXISTING SIDEWALK
EXISTING CURB
PROPOSED CURB
CENTERLINE EXISTING
PROPOSED SEWER MANHOLEM.H.
TOP OF CURBT.C.
EXISTING RIGHT OF WAY
S.F.
F.L.
F.S.
F.G.
C/L
R/W
P/L
DWY
SQUARE FEET
FLOW LINE ELEVATION
FINISH SURFACE ELEVATION
FINISH GRADE ELEVATION
CENTERLINE
RIGHT OF WAY
PROPERTY LINE
DRIVEWAY
FINISH FLOOR ELEVATIONF.F.
PROPOSED RIGHT OF WAY
NATURAL GROUND
EXISTING GROUNDE.G.
N.G.
NOT TO SCALEN.T.S.
EXISTING ELEVATION(X.XX)
TO BE ABANDONEDT.B.A.
PROTECT IN PLACE
OFFSET O/S
P.I.P.
TO BE REMOVEDT.B.R.
REMOVE AND RELOCATE R&R
TITLE SHEET
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BEFORE
YOU DIG
TOLL FREE
DIAL
DAYS BEFORE
811
TWO WORKING
YOU DIG
REV.REVISION DESCRIPTION ENGR.DATE CITY DATE
CHECKED BY:
DESIGNED BY:
AND CARRIED FORTH IN A DILIGENT MANNER, THE
STANDARDS IN EFFECT.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SHOULD CONSTRUCTION OF THE REQUIRED
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
Prepared Under The Supervision Of :
Date:
DRAWN BY:
4
CITY OF FONTANA, CALIFORNIA
APPROVED BY:DRAWING NO.:
6574
DATE:
SCALE:
STORM DRAIN IMPROVEMENT PLAN
DATE:
AS SHOWN
STORM DRAIN IMPROVEMENT PLANS
CITY OF FONTANA
VALLEY BLVD./WASHINGTON DRIVE
BASIS OF BEARINGS BENCH MARK:
GIA LAM KIM R.C.E. 62296 CITY ENGINEER
DAVID CURTIS R.C.E. 75791
1650 SPRUCE STREET, SUITE 400
RIVERSIDE, CA 92507
951.787.8421 www.psomas.com
DR
DR
DC
3/5/26
CITY OF FONTANA BENCHMARK THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA STATE PLANE COORDINATE SYSTEM,
ZONE 5, CONSTRAINED LOCALLY BETWEEN
CONTINUOUS GPS STATIONS EWPP & RTHS. SAID
BEARING IS S84°19'30"E (NAD83(2011) 2017.50
EPOCH.)
GPS CONTINUOUS OPERATING REFERENCE STATION
EWPP. THE ANTENNA IS AN ASHTECH 701945B_M
W/SCIT DOME. TRUE VERTICAL ANTENNA HEIGHT IS
FROM THE GEODETIC REFERENCE POINT TO THE
BOTTOM OF THE ANTENNA PRE-AMP(BPA) AND IS
0.027 FEET.
ELEVATION = 1194.52 3/5/26
PARCEL MAP NO. 20669
VALLEY BLVD./WASHINGTON DR.
PARCEL MAP 20669
MCN22-000145 / ELPC24-00109
No. C75791REGISTERED P ROFESSIONAL
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EXP. 6/30/26
STORM DRAIN CONSTRUCTION NOTES:
1 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004; W=7', V=4.5', H=1", A=45".
2 CONSTRUCT LOCAL DEPRESSION PER STREET PLAN.
3 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY OF FONTANA STD. 3013.
4 CONSTRUCT 24" MIN. RCP; D-LOAD PER PROFILE. BEDDING PER STD. 1008.
5 CONNECT 24" RCP TO EXISTING 4'x4' STORM DRAIN JUNCTION STRUCTURE PER CITY OF FONTANA STD. 3025,
CASE 1 SECTION B-B. IF NOT ALREADY SEALED, SEAL ABANDONED NORTHERLY INLET WITH 8" BRICK AND
MORTAR. LOWER MANHOLE ACCESS TO JUNCTION STRUCTURE PER CATCH BASIN REMODELING DETAIL ON
SHEET 4.
6 CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD. 3022.
7 CONSTRUCT 18" MIN. RCP; D-LOAD PER PROFILE. BEDDING PER STD. 1008.
8 CONSTRUCT CONCRETE HEADWALL PER SAN BERNARDINO DEPT. OF PUBLIC WORKS MODIFIED STD. 209A, WITH
FLAPGATE. SEE DETAILS ON SHEET 4. JOIN EXISTING TRAPEZOIDAL CHANNEL PER CALTRANS STANDARDS.
9 JOIN PRIVATE STORM DRAIN AT PROPOSED RIGHT-OF-WAY LINE.
SHEET INDEX
SHT NO.SHEET NAME
1 TITLE SHEET
2 STORM DRAIN LINE "A" PLAN AND PROFILE
3 STORM DRAIN LINE "B" PLAN AND PROFILE
4 STORM DRAIN DETAILS
QUANTITIES
2 EA
2 EA
2 EA
478 LF
1 EA
1 EA
95 LF
1 EA
1 EA
PRIVATE ENGINEER'S NOTES:
1.UNLESS SPECIFIED IN THE PROJECT SPECIFIC CONSTRUCTION DOCUMENTS, ALL CONSTRUCTION SHOWN
HEREON SHALL BE IN ACCORDANCE WITH THE GOVERNING AGENCY ADOPTED VERSION OF THE
UNIFORM BUILDING CODE, THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"
(CURRENT EDITION) AND THE "STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION" (CURRENT
EDITION).
2.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE
APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR, SO THAT ANY
NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED
IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON
THESE PLANS.
3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL POSITION
OF ALL POINTS OF CONNECTION TO EXISTING STRUCTURES. THIS SHALL INCLUDE BOTH ABOVE
GROUND AND BELOW GROUND POINTS OF CONNECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION.
4.CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER
THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF
REDESIGN IS UNFEASIBLE, CONTRACTOR TO RELOCATE UTILITY AT NOT EXPENSE TO ENGINEER.
5.THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE
PURPOSE OF SATISFYING AGENCY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL
PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A
BASIS FOR HIS BID(S) AND CONTRACT(S).
6.THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND
HOLD THE OWNER, THE CITY OF FONTANA, AND ENGINEEER HARMLESS FROM ANY AND ALL LIABILITY
REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF FONTANA, OR THE
ENGINEER.
7.THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER APPROVAL
OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY.
65753/26/2026