HomeMy WebLinkAbout2688-1ENGINEER.
11. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR
OTHER APPROVED MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY'S INSPECTOR.
15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION.
ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY.
DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS.
16. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT
INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL
CITY OF FONTANA GENERAL NOTES
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
FOR
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
CITY OF
FONTANA
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE
STORM DRAIN IMPROVEMENT PLANS
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
CITY ENGINEER.
AND PROPERTYi THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS j AND THAT THE
1.
ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD
ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED,
THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK LATEST
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EDITION).
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER,
2.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
19.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM
ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY
UNDERGROUND UTILITIES & STRUCTURES
LIMITS. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO
OF ANY WORK. CALL (909) 350-7610
THE EXISTENCE AND LOCATION ❑F ANY UNDERGROUND UTILITIES ❑R
WORKING DAYS PRIOR TO THE START
STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF
3.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
LEAVING IMPROVEMENTS.
MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF
WATER COMPANY FOR VALVE OPERATIONS AND WATER REQUIREMENTS.
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
OF AND ANY DAMAGE TO, THESE LINES OR STRUCTURES.
4.
STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE
ELECTRIC
OTHERWISE NOTED.
'CAUTION,
5.
ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED
THE ENGINEER PREPARING THESE PLANS WILL NOT BE
PRIOR TO PAVING OF STREETS.
RESPONSIBLE FOR., OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF
PACIFIC BELL
THESE PLANS. ALL REQUESTED CHANGES TO THE PLANS MUST BE IN WRITING
6.
THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM
AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS,'
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF
ANAHEIM, CA. 92807
THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE
UNDERGROUND: (909) 357-6233
(714) 237-6146
FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE
TRANSMISSIONS: (909) 875-5100
AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND
MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE
SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-422-4133.
7.
ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED
DISTRIBUTION: (909) 357-6233
SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE
PAVING CONTRACTOR UPON COMPLETION OF PAVING.
23.
8.
REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD
DETAIL NO. 129.
GAS
9.
THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY
PLANS OR NOT.
SOUTHERN CALIFORNIA GAS CO.
COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL,
LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION,
FONTANA, CA. 92335
24.
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD
REDLANDS, CA 92374
(909) 350-6632
CONTROL.
TO BE USED FOR SETTING MANHOLE RINGS.
10.
AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY
ATTN: CARLOS NAVARRO
ENGINEER.
11. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
12. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET
IN DEPTH SHALL BE GUARDED BY A SHORING, SLOPING OF THE GROUND OR
OTHER APPROVED MEANS. TRENCHES LESS THAT FIVE (5) FEET SHALL ALSO BE
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
13. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
SEE "STANDARD SPECIFICATIONS" SECTION 306-1.1.6.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF
THE CITY'S INSPECTOR.
15. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION.
ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY.
DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS.
16. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT
INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED
DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL
STORM DRAIN CONSTRUCTION NOTES &QUANTITIES:
TRACT
FONTANA 15957-3 15957-4 15957-5
CITY OF ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY UNIT
O1 CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PROFILE 45 108 224 LF
CONSTRUCT 36" IA.
STORM DRAIN PLANS O3 CONSTRUCT J.S.-PIPE R 0 PIPE PER APWA STD. I LE 600 #332-1. SEE SHT.6 - _ EA
FOR O4 CONSTRUCT J.S.-PIPE TO PIPE PER APWA STD. #331-2. SEE SHT.5 - 2 4 EA
O CONSTRUCT T.S.-PIPE TO PIPE PER APWA STD. #340-1. SEE SHT.5 1 - - EA
TRACT 15957-3 O CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2. SEE SHT.6 1 - 3 EA
O7 CONSTRUCT CATCH BASIN, (W=PER PLAN), PER CIN OF FONTANA STD. DETAIL 121
TRACT 15957-4 a W=7 I , V=4' 2 EA
b W=14', V=4' - 1 2 EA
TRACT 15957-5 C W=21, V=4' 1 - - EA
d W=25', V=4' 1 - - EA
12 CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #322-1. SEE SHT.5 1 - - EA
13 REMOVE EXISTING FACILITY 1 - - EA
14 CONSTRUCT BRICK AND MORTAR END 1 - - EA
15 CONSTRUCT STORM DRAIN CONCRETE PIPE SLOPE ANCHOR O.C. STD. PLAN 1333. SEE SHT.6 2 - - EA
I'
I
�I
§HEET 3
27. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS BASIS OF BEARINGS'
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. OF PARCEL 1 BEING N8904813011
W PER PARCEL MAP NO 11549 FILED
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
BENCH MARK No. 372
TOP REINFORCING ROD IN FLOOD
CONTROL RETAINING WALL SW COR.
BANANA & FOOTHILL.
# 67-5.
ELEVATION 1214.17 9/67
IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
Addp-d ''Revved
REVISIONS
APPROVALIDATE IAPPROVALI DATE
INDEX MAP
NTS
Q�prrSs�pN
!' Kee,
y 2
C
Exp, 12-31-(�
qTF OF C ALtiF/
QROFESS/pN
D e0 f
CD rn
Uj
No. 24573 r''
* Exp. 12/31/01
`Pq�F CIVIL
OF CAL�FO
SHEET 2
3" MAX. SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6" MIN.
10" MAX. 10" MAX.
6" MAX. SIZE NATIVE
J° .
SOIL, COMPACTED 907 a °
a -
PROPOSED RCP
STORM DRAIN
33
A
r
i
1400
RECORD DRAWING
The information on this driving iS Gbtaked frOM others and
i
must be verified n the field. by anyonn prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground faft locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
40�
moor Hall & kbreman, Inc.
EngineeringNo r A Civil
' . eyin - Public Works
545 N. Mountain Ave.- 16 Upland,91786-9997 - (909) 98
SUPERVISIONPREPARED UNDER THE •
RICHARD :• DATE:
TYPICAL BEDDING FOR RCP
•iii DRAIN
NTS
1 MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
z
I
LEGEND:
ESMT
TC
FS
FL
FG
1%
80
(80)
NTS
MH
JS
TS
LAT
SD
S
W
BC
EC
GB
CB
INV
PRC
NOTICE TO CONTRACTOR:
EASEMENT
TOP OF CURB ELEVATION
FINISHED SURFACE ELEVATION
FLOW LINE ELEVATION
FINISHED GROUND ELEVATION
DAYLIGHT LINE
TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW AND GRADE RATE
RIDGE LINE
INDICATES PROPOSED SLOPE
INDICATES RETAINING WALL
PROPOSED FINISHED GRADE CONTOUR
EXISTING CONTOUR
NOT TO SCALE
PHASE LINE
MANHOLE
JUNCTION STRUCTURE
TRANSITION JUNCTION PTRUCTURE
LATERAL
STORM DRAIN
SEWER
WATER
BEGINNING OF CURVE
END OF CURVE
GRADE BREAK
CATCH BASIN
INVERT
POINT OF REVERSE CURVE
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING
AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN
CONSTRUCTED.
40' 0' 40' 80' 120'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
DRAWN BY STORM DRAIN PANS SCALE:
E.O. HORIZ: AS NOTED
DESIGNED BY TITLE SHEET VERT: AS NOTED
C. N. & E. 0. FOR
CHECKED BY DATE:
A. G. & R. B. TRACT NO. 15957-3, -4, -5 10/29/9e
JOB N0. �DR. N0. SHT. N0.
5195 APPROVED
dr_%1 CIN ENGINEER R.C.E. 25126 2688 1 OF B
M,
0
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NQ
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10'
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THE SPECIFIED DENSITY IS OBTAINED.
CITY OF
FONTANA
17.
ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE
CITY ENGINEER.
VICINITY MAP
NTS
18.
ADEQUATE 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 CONTROL STAKING DURING CONSTRUCTION.
19.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITHCES, AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS. UP04 INSPECTION OF THE SITE, THE
CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR
LEAVING IMPROVEMENTS.
UTILITY PURVEYORS:
20.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF
WAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
ELECTRIC
TELEPHONE
21.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
SOUTHERN CALIFORNIA EDISON CO.
PACIFIC BELL
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
300 N. PEPPER AVE.
4025 LA PALMA STREET
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
RIALTO, CA. 92376
ANAHEIM, CA. 92807
UNDERGROUND: (909) 357-6233
(714) 237-6146
22.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE
TRANSMISSIONS: (909) 875-5100
ATTN: DELIA LERMA
MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE
PIPELINES: (213) 657-1233
WATERING, DURING EXCAVATION AND GRADING.
DISTRIBUTION: (909) 357-6233
SEWER
23.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE
GAS
CITY OF FONTANA ;
PLANS OR NOT.
SOUTHERN CALIFORNIA GAS CO.
8353 SIERRA AVE.
1981 LUGONIA AVE.
FONTANA, CA. 92335
24.
RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT
REDLANDS, CA 92374
(909) 350-6632
TO BE USED FOR SETTING MANHOLE RINGS.
(909) 335-7744
ATTN: CARLOS NAVARRO
25.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES
EMERGENCIES: (800) 427-2200
CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA
CABLE CO.
TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO
COMMENCING CONSTRUCTION.
WATER
COMCAST CABLE
1205 DUPONT AVE.
26.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
CUCAMONGA COUNTY WATER DISTRICT
ONTARIO, Ck 91761
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL
9641 SAN BERNARDINO ROAD
(909) 390--44738
TIMES. .
RANCHO CUCAMONGA, CA. 91730
(909) 483-7440
STORM DRAIN CONSTRUCTION NOTES &QUANTITIES:
TRACT
FONTANA 15957-3 15957-4 15957-5
CITY OF ITEM DESCRIPTION QUANTITY QUANTITY QUANTITY UNIT
O1 CONSTRUCT 18" DIA. R.C.P., D -LOAD PER PROFILE 45 108 224 LF
CONSTRUCT 36" IA.
STORM DRAIN PLANS O3 CONSTRUCT J.S.-PIPE R 0 PIPE PER APWA STD. I LE 600 #332-1. SEE SHT.6 - _ EA
FOR O4 CONSTRUCT J.S.-PIPE TO PIPE PER APWA STD. #331-2. SEE SHT.5 - 2 4 EA
O CONSTRUCT T.S.-PIPE TO PIPE PER APWA STD. #340-1. SEE SHT.5 1 - - EA
TRACT 15957-3 O CONSTRUCT CONCRETE COLLAR FOR PIPE PER APWA STD. #380-2. SEE SHT.6 1 - 3 EA
O7 CONSTRUCT CATCH BASIN, (W=PER PLAN), PER CIN OF FONTANA STD. DETAIL 121
TRACT 15957-4 a W=7 I , V=4' 2 EA
b W=14', V=4' - 1 2 EA
TRACT 15957-5 C W=21, V=4' 1 - - EA
d W=25', V=4' 1 - - EA
12 CONSTRUCT MANHOLE -PIPE TO PIPE PER APWA STD. #322-1. SEE SHT.5 1 - - EA
13 REMOVE EXISTING FACILITY 1 - - EA
14 CONSTRUCT BRICK AND MORTAR END 1 - - EA
15 CONSTRUCT STORM DRAIN CONCRETE PIPE SLOPE ANCHOR O.C. STD. PLAN 1333. SEE SHT.6 2 - - EA
I'
I
�I
§HEET 3
27. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS BASIS OF BEARINGS'
CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE
CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. OF PARCEL 1 BEING N8904813011
W PER PARCEL MAP NO 11549 FILED
Underground Service Alert
Call: TOLL FREE
1-800
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
BENCH MARK No. 372
TOP REINFORCING ROD IN FLOOD
CONTROL RETAINING WALL SW COR.
BANANA & FOOTHILL.
# 67-5.
ELEVATION 1214.17 9/67
IN BOOK 159 PAGES 64 THROUGH 66, INCLUSIVE OF PARCEL MAPS,
RECORDS OF SAN BERNARDINO COUNTY.
Addp-d ''Revved
REVISIONS
APPROVALIDATE IAPPROVALI DATE
INDEX MAP
NTS
Q�prrSs�pN
!' Kee,
y 2
C
Exp, 12-31-(�
qTF OF C ALtiF/
QROFESS/pN
D e0 f
CD rn
Uj
No. 24573 r''
* Exp. 12/31/01
`Pq�F CIVIL
OF CAL�FO
SHEET 2
3" MAX. SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN. 6" MIN.
10" MAX. 10" MAX.
6" MAX. SIZE NATIVE
J° .
SOIL, COMPACTED 907 a °
a -
PROPOSED RCP
STORM DRAIN
33
A
r
i
1400
RECORD DRAWING
The information on this driving iS Gbtaked frOM others and
i
must be verified n the field. by anyonn prior to use or
construction. HALL & FOREMAN, INC. is not responsible for
underground faft locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
40�
moor Hall & kbreman, Inc.
EngineeringNo r A Civil
' . eyin - Public Works
545 N. Mountain Ave.- 16 Upland,91786-9997 - (909) 98
SUPERVISIONPREPARED UNDER THE •
RICHARD :• DATE:
TYPICAL BEDDING FOR RCP
•iii DRAIN
NTS
1 MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
z
I
LEGEND:
ESMT
TC
FS
FL
FG
1%
80
(80)
NTS
MH
JS
TS
LAT
SD
S
W
BC
EC
GB
CB
INV
PRC
NOTICE TO CONTRACTOR:
EASEMENT
TOP OF CURB ELEVATION
FINISHED SURFACE ELEVATION
FLOW LINE ELEVATION
FINISHED GROUND ELEVATION
DAYLIGHT LINE
TRACT BOUNDARY / PROPERTY LINE
DIRECTION OF FLOW AND GRADE RATE
RIDGE LINE
INDICATES PROPOSED SLOPE
INDICATES RETAINING WALL
PROPOSED FINISHED GRADE CONTOUR
EXISTING CONTOUR
NOT TO SCALE
PHASE LINE
MANHOLE
JUNCTION STRUCTURE
TRANSITION JUNCTION PTRUCTURE
LATERAL
STORM DRAIN
SEWER
WATER
BEGINNING OF CURVE
END OF CURVE
GRADE BREAK
CATCH BASIN
INVERT
POINT OF REVERSE CURVE
UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING
AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL
DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN
CONSTRUCTED.
40' 0' 40' 80' 120'
GRAPHIC SCALE: 1"=40'
CITY OF FONTANA, CALIFORNIA
DRAWN BY STORM DRAIN PANS SCALE:
E.O. HORIZ: AS NOTED
DESIGNED BY TITLE SHEET VERT: AS NOTED
C. N. & E. 0. FOR
CHECKED BY DATE:
A. G. & R. B. TRACT NO. 15957-3, -4, -5 10/29/9e
JOB N0. �DR. N0. SHT. N0.
5195 APPROVED
dr_%1 CIN ENGINEER R.C.E. 25126 2688 1 OF B
M,
0
N 'q -I
NQ
� W
Of
0)Q
C3,/
iLO
10'
LO
0z