HomeMy WebLinkAbout3035-10 to -TI a W011 i DMI -11 IV
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.
!�1llid'.1:jl�IT:�►�:I:I17�t�1:C��I►�T�►�I�.X�i � I� i-:l�/:T' ' : �I�ll>��:�I:T��i�7�:It:I:i���
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 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 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.
i
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CITY OF FONTANA
GENERAL NOTES (CONTOD)
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.
35. A PERMIT FROM THE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT IS
REQUIRED PRIOR TO ANY WORK DONE WITHIN THE DISTRICT'S RIGHT-OF-WAY.
PRIVATE ENGINEER'S NOTICE
TO CONTRACTORS
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 AGENCY AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
AGENCY OR THE ENGINEER.
UNDERGROUND UTILITIES & STRUCTURES
11
IFS
r i T. -4♦1.4 1 I
BEECH AVENUE, SIERRA LAKES PARKWAY,
LYTLE CREEK ROAD AND CURTIS AlIE14UE
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
"CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND
MUST BE APPROVED BY THE PREPARER OF THESE PLANS."
BASIS OF BEARINGS:
The basis of bearings for this drawing is the line
between the NW Cor. Sec. 25, R6W, T1N (Pt. 61) and
the Northerly quarter cor. of said Sec. 25 (pt 84).Said
bearing is N 89'44'05" E as shown on RS 30/58-60.
The Bench Mark for this project is Caltrans BM
X18-17. It is described as a Brass Cap in the
concrete base of the South leg of an SCE tower
343' North of Highland, 0.2 mi WeST of San
Sevaine Rd., 2.65 mi WeST of Sierra Ave.
Elevation is 1428.609 feet.
N
3/4.1 SLOPE OR GREATER
OR ADEQUATE SHORING
90% COMPACTED NATIVE
BACKFILL 3" MAX SIZE
O
8" MAX
STORM DRAIN0.6'D'
1400 E PHILLIPS BLVD
STORM DRAIN CONSTRUCTION NOTES
W
m
GRANULAR BEDDING FROM SELECT
IITEM
TRENCH MATERIAL FOR TRENCH
m
DEPTH GREATER THAN 10'. USE
1/2 CRUSHED ROCK.
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2. TRENCH DEPTHS OF GREATER THAN 5'
SHALL HAVE ADEQUATE SHORING.
3. CLASS II AGGREGATE BASE ALL
TRENCHES LESS THAN 100' IN LENGTH.
NATE. COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
GRANULAR BEDDING FROM
SELECTED TRENCH SIDE
MATERIAL (1" MAX SIZE)
TRENCH BEDDING DETAIL
REV. REVISION DESCRIPTION
RECORD pfZAWIN C'
NTS
LaA 1"AIgi
=M1204
"D-2"
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
8353 SIERRA AVE
FONTANA, CA 92335
ATTN: CARLOS NAVARRO
(909) 350-6632
SOUTHERN CALIFORNIA GAS COMPANY
P.O. BOX 3003, SC8031
REDLANDS, CA 92373-0306
ATTN: RICKEY REYES
(909) 335-7508
(909) 335 7527 (FAX)
EMERGENCIES: (800) 427-2200
PACIFIC BELL COMPANY GENERAL TELEPHONE COMPANY SOUTHERN CALIFORNIA EDISON COMPANY
3939 E CORONADO ST
1400 E PHILLIPS BLVD
STORM DRAIN CONSTRUCTION NOTES
& QUANTITIES
INDEX OF SHEETS
SHEET
IITEM
-,,I. �l4
�O
DESCE" oN
ATTN: STEVE HOOK
DESCRIPTION
QTY.
of
1
CONSTRUCT
42" DIA. R.C.P., D -LOAD PER PLAN
820-5598 UNDERGROUND
2,880
LF
2
2
DELETED
STORM
DRAIN
IMPROVEMENT
PLAN
-
BEECH AVENUE 171+89.06 to 182+00.00
3
CONSTRUCT
36" DIA. R.C.P., D -LOAD PER PLAN
STORM
DRAIN
784 LF
PLAN
4
CONSTRUCT
18" DIA. R.C.P., D -LOAD PER PLAN
of
14
890
LF
IMPROVEMENT
5
CONSTRUCT
MANHOLE PER A.P.W.A. STD. NO. 322-1,
SEE SHEET 12
3
EA
STORM
6
CONSTRUCT
JUNCTION STRUCTURE PER A.P.W.A. STD.
NO. 332-1, SEE SHEET 13
4 EA
6
7
CONSTRUCT
CATCH BASIN PER STREET IMPROVEMENT
PLAN
IMPROVEMENT
2Q EA
FOR
8
CONSTRUCT
24" DIA. R.C.P., D -LOAD PER PLAN
14
STORM
800
LF
PLAN
9
DELETED
8
of
14
STORM
-
IMPROVEMENT
10
CONSTRUCT
MANHOLE PER A.P.W.A. STD. NO. 320-1,
SEE SHEET 12
12
EA
STORM
11
CONSTRUCT
30" DIA. R.C.P., D -LOAD PER PLAN
FOR
1,257
LF
of
12
CONSTRUCT
TRANSITION STRUCTURE PER A.P.W.A. STD. NO. 340-1,
SEE SHEET 12
3
EA
LINE `E" AND STORM DRAIN LATERALS
13
REMOVE BRICK & MORTAR PLUG AND CONNECT TO THE EXIST. 24" PIPE.
2
EA
DRAIN
14
DELETED
FOR
BEECH AVENUE (STORM DRAIN LATERALS)
12
of
-
STORM
15
DELETED
PLAN
(DETAIL SHEET))
13
of
-
STORM
16
DELETED
PLAN
(DETAIL SHEET)
14
of
-
STORM
17
CONSTRUCT
MANHOLE PER A.P.W.A. STD. NO. 321-1,
SEE SHEET 13
5
EA
18
CONSTRUCT
BRICK & MORTAR PLUG
18
EA
19
CONSTRUCT
JUNCTION STRUCTURE PER A.P.W.A. STD.
331-2.
12
EA
20
CONSTRUCT
INLET INTO EXISTING CHANNEL PER SAN
BERNARDINO FLOOD CONTROL
1
EA
DISTRICT STD SP200A, SEE SHEET 11
21
ABANDON STORM DRAIN PIPE AND MANHOLE
1
EA
22
CONSTRUCT
SLOPED CONSTRUCTION BARRIER PER A.P.W.A. STD. 360-0, SEE SHEET 6.
1
EA
23
CONSTRUCT
54" DIA. R.C.P., D -LOAD PER PLAN
894 LF
LEGEND
®
BC
AT
BEGINNING OF CURVE
�0
CB
CATCH BASIN
�P �P
CL
CENTERLINE
�,
DIA
DIAMETER
Cr•`'� �P
15 �'
EC
ESMT
END OF CURVE
EASEMENT
OF GQ�%
FONTANA
EX
EXISTING
FG
FINISHED GROUND ELEVATION
FL
FLOW LINE ELEVATION
SUMMIT AVE.
SUMMIT A VE.
FS
FINISHED SURFACE ELEVATION
GB
GRADE BREAK
v� yBEF�
INV
INVERT
PROJECT
JS
JUNCTION STRUCTURE
ri SITE
LAT
LATERAL
Y
LF
LINEAL FEET
W
LT
LEFT
a
cr
MH
MANHOLE
NTS
NOT TO SCALE
PROJECT
WEn
1480.0
PAD ELEVATION
SITE
J Iii
POINT OF COMPOUND CURVE
w
v(�
PRC
POINT OF REVERSE CURVE
=
U
UJ
Q
U
RCP
REINFORCED CONCRETE PIPE
m
RT
RIGHT
E
EDISON
CAN
CABLE TELEVISION
HIGHLAND AVE.
S
SEWER
SD
STORM DRAIN
SHT
SHEET
COUNTY
OF SAN BERNARDINO
ST
STREET
ST 10+00
STREET STATION
VICINITY
MAP
STD
STANDARD
TC
TOP OF CURB
NTS
TS
TRANSITION JUNCTION STRUCTURE
W
WATER
3939 E CORONADO ST
1400 E PHILLIPS BLVD
7951
REDWOOD AVE
INDEX OF SHEETS
SHEET
FONTANA, CA 92335
ATTN: JAIME AMESZCULA
-,,I. �l4
�O
ATTN: LARRY SIGNAIGO
ATTN: STEVE HOOK
DESCRIPTION
1
of
14
TITLE SHEET
(909)
820-5598 UNDERGROUND
oQ�O'FESs
COMCAST (CABLE TV)
2
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
BEECH AVENUE 171+89.06 to 182+00.00
3
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
BEECH AVENUE 182+00.00 to 188+50.00
4
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
BEECH AVENUE 188+50.00 to 194+72.16
5
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
SIERRA LAKES PARKWAY
6
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
SIERRA LAKES PARKWAY (STORM DRAIN LATERALS
7
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
CURTIS AVENUE 10+08.07 to 21+87.17
8
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
LYTLE CREEK ROAD 165+86.49 TO 178+00.00
9
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
LYTLE CREEK ROAD 178+00.00 TO 188+61.71
10
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
LINE `E" AND STORM DRAIN LATERALS
11
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
BEECH AVENUE (STORM DRAIN LATERALS)
12
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
(DETAIL SHEET))
13
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
(DETAIL SHEET)
14
of
14
STORM
DRAIN
IMPROVEMENT
PLAN
FOR
CURTIS AVENUE 10+00.00 to 14+17.69
3939 E CORONADO ST
1400 E PHILLIPS BLVD
7951
REDWOOD AVE
ANAHEIM, CA 92807
(714) 666-5500
ONTARIO, CA 91766
(800) 422-4133
FONTANA, CA 92335
ATTN: JAIME AMESZCULA
-,,I. �l4
�O
ATTN: LARRY SIGNAIGO
ATTN: STEVE HOOK
(909)
357-6581
S(2-7/0
(909)
820-5598 UNDERGROUND
oQ�O'FESs
COMCAST (CABLE TV)
FONTANA WATER COMPANY
8440 NUEVO AVE
(909)
820-5137 TRANSMISSIONS
1205 DUPONT AVE
ONTARIO, CA 91761
FONTANA, CA 92335
(213)
637-1233 PIPELINES
y ��
W
(909)
357-6589 DISTRIBUTION
No. 31681
(909) 390-4777 x3055
(909) 822-2201
(800)
422-4133
( Ex . I i 3 G rf
ATTN: JACK HAYES
(909) 823-5046 FAX
ATTN: AL KROHN
sl v �'
gIFOF CAUFQ��
DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
5-l•04
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/QRpf ESS/0r��
pg1HUR
r Z
T- No. 31681 Z �
.A Exp. 12/31 /04
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OF
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CITY OF FONTANA, CALF'ORNA
rem Inc.
SUMMIT HEIGHTS II
❑❑ A Civil Engineering • Planning " Surveying • Public Works AWN BY:
REF STOM DRAM MROMAENT PLANS
1152 N. Mountain Ave. Ste. 100" Upland, CA 91786-3669.909-982-7777 Tl1TLET
PREPARED UNDER THE SUPERVISION OF: SIGNED BY:
REF
.5/,(7/07-0ECKED BY: AMO BY
HAROLD A. GARCELON R.C.E. 31681 DATE: RLC 1y • OZ
TN CITY ENGINEER R.C.E. 51152 DATE:
500/NTS
ITE:
10-26-01
VG NO.:
-3035 14
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