HomeMy WebLinkAbout3705-1GENERAL SEWER 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 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE—
LOPMENT 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.
5 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.
6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
7 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.
8 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.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT—OF—WAY WITHOUT
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
10 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.
11 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.
12 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.
13 STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14 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.
15 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT
TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
16 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED
CML 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.
17 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.
18 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
19 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.
20 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF 77 -IAT PORTION
OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22 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.
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE
A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE
DOWN STREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT.
25 SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE ASTM DESIGNATION C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL
OF THE CITY ENGINEER.
27 SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE
WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 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.
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.
30 TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12"
BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE
STREET RIGHT—OF—WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS
MEASURED FROM THE UTILITY EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN "5" 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 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
36 ALL MANHOLES, CLEANOUT 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 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
M. W.D. CONSTRUCTION NOTES:
1. NOTIFY MR. JOE MIRONE OF M.W.D. 'S WATER SYSTEM OPERATIONS
GROUP, TELEPHONE (909)776-2664, AT LEAST TWO (2) WORKING
DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE
VICINITY OF MWD'S FACILITIES AND RIGHT–OF–WAY.
2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING,
WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION,
WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS
NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR
657E OR A 666B SCRAPER MAY OPERATE OVER THE PIPELINE,
PROVIDED THE GROUND IS MAINTAINED IN A SMOOTH CONDITION
ON BOTH SIDES OF THE PIPELINE.
3. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT
PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED
FOR M.W.D. 'S REVIEW AND APPROVAL AT LEAST 30 DAYS PRIOR
TO CONSTRUCTION.
4. ALL M.W.D. 'S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR
TO ANY CONSTRUCTION WORK, WHEN A MANHOLE OR OTHER M.W.D.
FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION,
THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES.
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA
ATTN: BRIAN WREN
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
SO. CALIFORNIA GAS COMPANY
ATTN: GREG GASPAR
16231 VALLEY BLVD.
FONTANA, CA. 92335
(909) 428-8411
EMERGENCIES: (800) 427-2200
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE.
FONTANA, CA. 92335
(909)) 820-5598 – UNDERGROUND
(909 875-5100
637-1233 –PIPELINES SONS
(909) 357-6233 – DISTRIBUTION
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BASIL J. FABRIZIO
(909) 463-9580
UNDERGROUND SERVICE ALERT
(800) 422-4133
METROPOLITAN WATER DISTRICT
WATER SYSTEM OPERA TION GROUP
ATTN: JOE MIRONE
(909) 776-2664
PACIFIC BELL CO.
ATTN: NORMA GUILLOT
1265 N. VAN BUREN STREET
SUITE 180
ANAHEIM, CA 92807
(714) 666-5401
COMCAST (CABLE TV)
ATTN: JACK HA YES 1205
DUPONT AVENUE ONTARIO, CA. 91761
(909) 390-4738
VERIZON
ATTN: STEVE HOCK
1400 E. PHILLIPS BLVD.
POMONA, CA. 91766
(909) 469-6327
FONTANA WATER COMPANY
ATTN: MICHAEL J. McGRAW
8440 NUEVO AVENUE
FONTANA, CA 92335 (909)
822-2201 FAX: (909)
823-5046
WEST VALLEY WATER DISTRICT
ATTN: LON TSAI
855 W. BASELINE ROAD
RIALTO, CA 92377
PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE 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 DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON–
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
CITY OF FONTA
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SOUTHERN CALIFORNIA
EDISON EASEMENT
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THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER 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 OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOT/FY THE ENGINEER OF ANY
DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S REQUIREMENTS.
LEGEND
A. C.
B.C.
B. V. C.
B.W.
C.B.
C.L.
E. C.
E.P.
E.G.
E.V.C.
F.L.
FS.
G.B.
H.P.
INV.
0.C.
ASPHALTIC CONCRETE
BEGIN CURVE
BEG. VERTICAL CURVE
BACK SIDEWALK
CATCH BASIN
CENTERLINE
END CURVE
EDGE PAVEMENT
EDGE GRADE
END VER 77CAL CURVE
FLOW LINE
FINISH SURFACE
GRADE BREAK
HIGH POINT
INVERT
ON CURVE
P.C.C.
(R)
R/W
TAN.
T. C.
W
V
(590.77)
590.77
Y Y
17/ll,
1/I
PORTLAND CEMENT CONCRETE
RIDGE LINE
RIGHT OF WAY
TANGEN T
TOP OF CURB
W/DTN
VER 77 CAL DEPTH
INDICATES EX/STING ELEVA 7TON
INDICATES PROPOSED ELEVA TION
INDICATES SLOPE 2: 1
AC PAVEMENT
REMOVAL
GRIND
EDGE OF PA VEMEN T
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INDEX MAP
SCALE: 1 "=300'
NOTE:
LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN
APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE
UPON CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR
CITY REVIEW.
CONSTRUCTION NO TES:
QUANTITIES:
INSTALL 10" EXTRA STRENGTH V.C.P. SEWER 1,874 LF
INSTALL 8" EXTRA STRENGTH V.C.P. SEWER I Gq-LF
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY 10 EA
OF FONTANA STD. DWG. NO. 112 0.D.=48").
INSTALL 8" V.C.P. PLUG. 7 EA
REMOVE PLUG AND JOIN EXISTING SEWER. 1 EA
CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY 1 EA
OF FONTANA STD. DWG. NO. 112 0.D.=60").
INSTALL 8" D.I.P. SEWER, CLASS 350. .Z17 LF
CONSTRUCT CONCRETE ENCASEMENT PER DETAIL ON SHT NO. 1. 80 LF
+34 LFQ
TABLE: 200-1.2 [A]
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1‘.2"
–
3/4 n
100
1/2'"
90-100
3/8"
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
B
VICINITY MAP
N.T.S.
6" MIN.
10" MAX.
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX. SIZE
NATIVE SOIL
COMPACTED 95%.
6" MAX. SIZE
NATIVE SOIL
COMPACTED 96%.
V.C.P.
10' OR DEEPER USE 1/2"
CRUSHED STONE BEDDING
PER STD. SPECS. FOR
PUBLIC WORKS CONSTRUCTION
- TABLE 200 1.2 [Al
RECORD DRAWING/J
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL. NOT BE
RESPONSIBLE FOR ANY ERROR6 OR OMISSIONS WHICH
HAVE BUM INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
BENCH MARK: / 8-17
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CMICRETE BASE OF
THE SOUTH LEG OF AN SCE TOWER
343' NORTH OF HIGHLAND, 0.2 M/ WEST
OF SAN SEVA/NE RD., 2.65 MI WEST
OF SIERRA AVE
ELEVATION: 1 1428.609
BASIS OF BEARINGS:
THE BRC N08959'31 "E
ALONG THE CL SUMMIT AVE
AS SHOWN ON TR. NO.
16427-1, M.B. 296/7-11.
6"
TYP
VARIES
6" MIN.
10" MAX.
1:1 SLOPE OR FLATTER
OR ADEQUATE SHORING
1" MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90%.
O
TYPICAL BEDDING DETAIL
N.T.S.
a-
24" O.C.
0
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4
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2"
TYP
CONCRETE
INCASEMENT
CLASS 560-C-32po P.C.C.
"ER SECTION 201 OF THE
STANDARD SPECIFICATION
PIPE ENCASEMENT DETAIL "B"
N.T.S.
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 AGG.BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
4. COMPACTION SHALL BE 90% IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL–OSHA REQUIREMENTS.
DIAL TWO WORKING
BEFORE 4 �►
YOU DIG DAYS BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
n
REC,D14Gr REV. LA-r,sLI7 a*4/REV. N44ESI+T.3
mit, �ED T WO MN SHOWED PI I L T'? 3`4S'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVS/ONS TO THE PLANS TO BRING THEM INTO
st4.6NFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
�g•r7,�
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIA TES, INC.
760-A SOUTH ROCHESTER AVENUE
ONTARIO, CA 91761
PHONE (909) 937-9151
,.Date .
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
CE 36637 EXP. 6-30-0
WENDELL L. I WA TSURU
DRAM BY:
t2M/ MA
DESIGNED BY:
CHECKED BY:
aI
TITLE SHEET
KNOX A ENUE
SCALE -
AS SHOWN
DATE:
JAN 2004
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