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1 ALL WORK SHALL DE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS
CITY OF FONTANA ATTN: VIRGINIA BECKER
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND
8353 SIERRA AVENUE 3939 E, CORONADO STREET
STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED,
FONTANA, CA. 92335 ANAHEIM, CA. 02807
ARCH.
(909) 350-6632 (714) 666-5487
2 WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO
—TOP OF CURB
PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER
—FLOW LINE
FOR RESOLUTION.
SO. CALIF. GAS. CO. UNDERGROUND SERVICE ALERT
T.S.
ATTN: DENNIS FREEMAN (800) 227--2600
3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
1981 W. LUGONIA AVENUE
F. F.
REDLANDS, CA. 92374 COMCAST CABLE TV)
9090 335-754.7
4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
ATTN: JAC HAYES
ME (800) 427-2200
DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS
1205 DUPONT AVENUE
ONTPRIOR 1390-4738 61
TO THE START OF ANY WORK IN PUBLIC RIGHT--OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350--'7610.
(909)
S =
SO. CALIF. EDISON CO.
5 THE CONTRACTOR SHALL CONFIRM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF
300 N. PEPPER AVE.
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON --METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
RIALTO, CA, 923766 GENERAL TELEPHONE CO.
909 820-5598 - UNDERGRND ATTN: STEVE HOCK
ENGINEER,
910 875--5100 _„ TRANS 1400 E. PHILLIPS BLVD.
ST.I_T.
213 637--1233 -- PIPELINES ONTARIO, CA, 91766
1909
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER
357-6223 - DISTRICT (800) 422--4133
TRAFFIC CONTROL DEVICES AT ALL TIMES.
---HEIGHT OF RETAINING
7 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5
SAN BERANRDINO COUNTY INLAND EMPIRE UTILITIES AGENCY
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
TRANSPORTATION/ FLOOD 9400 CHERRY AVE., BLDG, A,
L.S.
CONTROL DEPT, FONTANA, CA. 92335
8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING
825 EAST THIRD STREET P,O. BOX 697
SAN CA,
0357-024ONGA, CA, 91729
OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE
924158-0835DINO,
(909)
STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND
(909) 387 2800
MOVEMENT.
—FIRE HYDRANT
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A
FONTANA WATER COMPANY
SEPARATE PERMIT FOR THAT PURPOSE
ATTN: AL KROHN
R=
16803 SPRING ST.
10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE BE THE
FONTANA, CA. 92335
(909) 822-2201
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES,
--END CURB RETURN
AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
—LOW POINT
ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
--STEM WALL
P.M.
o
11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
DRAIN, FLOOD CONTROL AND CAI -TRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK
AVAILABLE RECORDS TO THE BEST OF MY KNOWLEDGE THERE ARE NO
AROUND THEIR FACILITIES.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
AUTHORIZATION, CONTRACTOR SHALL_ COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER
TO PROTECT THE UTILITY LINES 'SHOWN AND ANY OTHER LINES NOT OF
RECORD OR NOT SHOWN ON THESE PLANS, CONTRACTOR SHALL BE
REQUIREMENTS.
RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER & SEWER LINES AND
IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEAN OUT AT THE PHASE
APPURTENNANCES DURING GRADING OPERATIONS AND HE SHALL MAKE OR
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
CAUSE TO BE MADE THE NECESSARY REPAIRS AT HIS EXPENSE.
14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE
PAVEMENT SECTION NOTES:
WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
,RADE SOILS SHOULD E COMPACTED TO A MINIMUM OF 95% RELATIVE
SUBC B E E
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
COMPACTION (ASTM D1557) TO A DEPTH OF AT LEAST 12 INCHES. ASPHALTIC
SEWER MANHOLE
COMPACTION(
CONCRETE SHOULD BE COMPACTED TO 95% RELATIVE COMPACTIONCA 304 )
PIPE LINE
AND CONFORM TO THE CITY OF FONTANA REQUIREMENTS,
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS
VLT. DO
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
AMOUNT OF PAVEMENT WILL BE DETERMINED BY TEST. SUBDIVIDERS SOILS
ENGINEER SHALL PROVIDE TESTS AFTER STREETS HAVE BEEN ROUGH
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH
GRADED. PLAN MUST BE REVISED TO SHOW ACTUAL STRUCTURAL SECTION
MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
TO BE CONSTRUCTED. THE TABLES BELOW REPRESENT VARYING A.C.
DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK
THICKNESSES ALLOWABLE FOR A RANGE OF SUBRADE R- VALUES.
PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE
LEGEND
SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
ca
EXIST FIRE HYDRANT
I
--PROPERTY LINE
R/W
—RIGHT OF WAY
T.F,
---'-CENTERLINE
ARCH.
—ARCHITECTURAL
T.C.
—TOP OF CURB
F.L.
—FLOW LINE
F.S.
—FINISH SURFACE
T.S.
—TOP OF CONCRETE SLAB
H.P.
--HIGH POINT
F. F.
—FINISH FLOOR
R.D.
—ROOF DRAIN
R.C,P.
---REINFORCED CONCRETE PIPE
INV,
—INVERT
S =
—SLOPE
F.G.
—FINISH GRADE
S. D.
---STORM DRAIN
T. R.
--TOP OF RAIL
ST.I_T.
—STREET LIGHT
G. B.
--GRADE BREAK
H
---HEIGHT OF RETAINING
C, F.
--CURB FACE
B.W.
—BACK OF WALK
L.S.
—LANDSCAPING
A,B,
---AGGREGATE BASE
P.V.C.
—POLYVINYLCHLORIDE
C,1.P.
--CAST IRON PIPE
F. H,
—FIRE HYDRANT
P. P.
--POWER POLE
C. B.
--CATCH BASIN
R=
—RATE OF GRADE
B.C.R.
—BEGIN CURB RETURN
E.C.R.
--END CURB RETURN
L. P.
—LOW POINT
S,W.
--STEM WALL
P.M.
---PARCEL MAP
T,O.P,
—TOP OF PIPE
B.O,P.
BOTTOM OF PIPE
T.F,
—TOP OF FOOTING
T.W.
—TOP OF WALL
C.M.B.
--CRUSHED MISC. BASE
S. F.
—SQUARE FEET
(O.00)
—EXISTING ELEVATION
B.O.W.
—BOTTOM OF WALL
T.G,
—TOP OF GRATE
N.G.
—NATURAL GRADE
TOP
—TOP OF SLOPE
TOE
--TOE OF SLOPE
E. P.
---EDGE OF PAVEMENT
A.C,
—,ASPHALT CONCRETE
C.L.F.
—CHAIN LINK FENCE
CONC.
—CONCRETE
PKWY DRAIN
—PARKWAY DRAIN
H.C.
---HANDICAP
EXIST.
--EXISTING
TRANS PAD
--TRANSFORMER PAD
BLDG
--BUILDING
M. H.
—MANHOLE
T. B.
—TOP OF BERM
R. D.
—ROOF DRAIN
R/R.L.
—RIDGE LINE
G. B.
—GRADE BREAK
1.E.U.A,
—INLAND EMPIRE UTILITIES AGENCY
N.R.W.
—NON -RECLAIMABLE WASTEWATER
S.S.P.W.C.
--STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION
---DOUBLE CHECK DETECTOR ASSEMBLY
P,M, NO. 17771
STREET NAME/
DESIGN STATION
STREET NAME,/
AS BUILT STATION
BACK WATER VALVE
LOT NUMBER
YES
NO
SIERRA LAKES PKWY.
wmo
EXIST.
WATER METER
LOT 1 BLDG. A
EXIST. EDGE OF A.C. PAVEMENT
19
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
NO
EXIST.
STA, 18-24.68
_ ..!-
=
EXIST. CURB AND GUTTER
�
PER HOUR.
SIERRA LAKES PK
EXIST,
GAS VALVE
- - - - s - --- -
LOT 1 BLDG. B
20.
TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
)
NO
-- Ns �v �„ ---
STA, 18-F83.75
21
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
- 0- F
EXIST,
MANGO AVENUE
INDUSTRIAL SEWER LINE
) .. SIERRA
MM AVENUE,,
LOT 1 BLDG. C
STA, 01-F44.23
EXIST.
1::NO
NO
_
MANGO AVENUE
ARE SHOULD TAKENEV S, , AND FROM UNDERMININGSTREET IMPROVEMENTS. N--
_
EXIST.
LOT 2 BLDG, D
STA. 00+98.55
EXIST. GAS LINE
SEC. 18, TIN, R 5 W, SBBM, FACING N/W. lil
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING
18
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT
Ff-1
THE BEARINGS SHOWN HEREON
BERNARDINO COUNTY SURVEYOR
— — — CATV— — -
EXIST, CABLE TV CONDUIT
ALL TIMES.
wmo
EXIST.
WATER METER
EXIST. EDGE OF A.C. PAVEMENT
19
ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES
Nr,
EXIST.
WATER VALVE
_ ..!-
=
EXIST. CURB AND GUTTER
�
PER HOUR.
-As V.
d
EXIST,
GAS VALVE
- - - - s - --- -
EXIST. SANITARY SEWER
20.
TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
)
GUY WIRE/DEADMAN
-- Ns �v �„ ---
EXIST. NON --RECLAIMABLE WASTEWATER OR DCDA
21
A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL
- 0- F
EXIST,
POWER POLE
INDUSTRIAL SEWER LINE
) .. SIERRA
MM AVENUE,,
REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED,
�—�
EXIST.
TRAFFIC SIGNAL
2" sc
=-- � ---=
EXIST. STORM DRAIN
22
ARE SHOULD TAKENEV S, , AND FROM UNDERMININGSTREET IMPROVEMENTS. N--
���
EXIST.
CROSSWALK SIGNAL
,
--- - -- G - -
EXIST. GAS LINE
SEC. 18, TIN, R 5 W, SBBM, FACING N/W. lil
INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE SWALES ENTERING OR LEAVING
YOU DIG
ELEVATIONSAN
IMPROVEMENTS.
❑
STREET
LIGHTING BOX
— - - T--- -
EXIST, TELEPHONE CONDUIT
23
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING
—
EXIST,
STREET LIGHT
-._W.Pt�" _._..�
EXIST. WATER LINE
CONCRETE.
SDMH
EXIST.
STORMDRAIN MANHOLE
-- ._
-- EXIST. CONTOUR
24
IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEAN OUT AT THE PHASE
BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR
SMHNEW
EXIST.
SEWER MANHOLE
PIPE LINE
TERMINAL GLEAN OUT,
VLT. DO
EXIST,
VAULT
PROPERTY LINE
25
SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE (V.C.P.)
EXIST,
SIGN
NEW FIRE HYDRANT
EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P.
ca
NEW WATER METER
26
NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL. OF THE CITY ENGINEER.
J
TREE
NEW WATER VALVE
27
SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR
NEW THRUST BLOCK
DEFLECTIONS IN ALIGNMENT,
TSB 0
EXIST.
TRAFFIC SIGNAL BOX
0
NEW SEWER MANHOLE
28
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION
GniNEW
SEWER CLEAN OUT
OF CONNECTIONS, CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS
L
EXIST,
GAS METER
OR LOCATIONS SHOWN ON THE PLANS.
IAB
0
EXIST,
MAIL BOX
NEW SEWER MANHOLE
29
ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
TMH
EXIST,
TELEPHONE MANHOLE
NEW CATCH BASIN
30
TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE.
x 1854.69
EXIST.
GRADE ELEVATION
NEW STORM DRAIN PIPE
WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE
NEW A.C.
OVERLAY
THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
COLD PLANE AND OVERLAY
3
CONSTRUCTION NOTES BUBBLE
31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.
32 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY -�� PROPOSED STREET LIGHT
PROPOSED CONTOUR
THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
33 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED
AND APPROVED,
34 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT,
36 ALL MANHOLES, CLEAN OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING
CONTRACTOR UPON COMPLETION OF PAVING.
37 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING BARRICADES, AND OTHER TRAFFIC
CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER,
38 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALT_ PROVIDE RECORD DRAWINGS
TO THE CITY ENGINEER.
BASIS BEARINNCH
MARK:
1 1
THE BEARINGS SHOWN HEREON
BERNARDINO COUNTY SURVEYOR
BASED
FOUND RAILROAD
�
COUNTY DUMP iAD AS PER RECOR
POWER POLE, NORTH
M SIERRA
Yr
' 61 RECORD
OF SURVEY
L SNUE •OM HIGHLAND AVENUE,
OF SURVEY, IN THE CITY OF FONTANA,
) .. SIERRA
MM AVENUE,,
DIAL
■
TWO
WORKIN
BERNARDINO, STATE OF CALIFORNIA.
SEC. 18, TIN, R 5 W, SBBM, FACING N/W. lil
YOU DIG
YOU DIG
ELEVATIONSAN
7�NGVD 1929 O 1 0 1
8
♦! ■ I W i
REV,
REVISION DESCRIPTION DATE ENGR. CITY DATE
CONS i, ��� MS.-
THE
QUANTITIESOWN HEREON ARE ESTIMATES
SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE B i,nx
1 INSTALL 8" VCP EXTRA STRENGTH SEWER LINE (BEDDING PER DETAIL ON SHEET 1) 503 LF
2 INSTALL 4' DIAMETER MH PER CITY STD, PLAN NO. 2002. 5 EA
0 INSTALL 8" VCP PLUG 4 EA
4 INSTALL 6" VCP SEWER LATERAL. PER CITY STD. PIAN NO. 2005. 564 LF
5 INSTALL 6" CLEAN OUT PER CITY STD, PLAN NO. 2004. 10 EA
6 SAWCUT,REMOVE AND REPLACE EXISTING AC PAVEMENT 4,945 SF
7 REMOVE EXISTING 10" VCP PLUG 1 EA
8 INSTALL 5' DIAMETER MH PER CITY STD, PLAN NO. 2002. 2 EA
9 INSTALL 8" FLAT WYE. 1 EA
10 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHEET 3, 13 LF
11 INSTALL 10" VCP EXTRA STRENGTH SEWER LINE (BEDDING PER DETAIL ON SHEET 1) 974 LF
12 INSTALL. 8" SEWER TERMINAL CLEAN OUT PER CITY STD, PLAN NO. 2004, 1 EA
LLj C'OUAITY DUMP RI).
T —
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HI I iLAA119
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CLI
R,C.E. NO, 43293
" MAX 64ZE NATIVC
SOL COMPAOTED
k
I=
SELEOTO NATIVE
0 60 120 240 360
SCALE: 1 120'
Tara r t / , / 4�7 67 ,, 117C.
Prepared Under The Super *sion Of
HAIDOOK 1. AaI RCE NO.a M
NOTE: NO CONSTRUCTION SHALL B
STARTED ON THESE PLANS UNTIL THE
PROJECT HAS BEEN
CALTRANS.
DRAWING NO.:
4354
C.E. 51152 DATE: