HomeMy WebLinkAbout3755-1GENERAL SEWER NOTES:
1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, 774£ CITY OF FONTANA
STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKS. ALL REFERENCE
SPECIRC477ONS AND STANDARDS SHALL BE THE LATEST EDITION
UNLESS OTHERWISE NOTED.
2 WHEN A TECHNIC4 CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT
CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN
BOOK'O, THE CONTRACTOR SHALL IMMEDIATELY REPORT SA/D 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 /N 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 /N 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 POTEN77AL EXISTS FOR GROUND MOVEMENT.
9 NO MATERIAL OR EQUIPMENT SHALL BE STORED /N 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.
It THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTIUTY COMPANIES
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMEST7C WATER, RECLAIMED WATER, SEWER,
STORMDRAIN, 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 OPER47E ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT
APPROPRIATE AGENCY AUTHORIZ4770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRATE
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 TD 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
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE
DESTROYED AS A RESULT OF 7741S CONSTRUCT70N 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 /N 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 MATERbAL, 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 C17Y INSPECTOR.
21 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE
TO OBTAIN 771E REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION
OF THE WORK UNTIL THE SPECIFIED DENSITY /S 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-ERODE48LE SWALES ENTERING OR LEAVING IMPROVEMENTS
23 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH
TO MATCH EXISTING CONCRETE.
24 IF SEWER CONSTRUCTION /S TO BE DONE /N 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 RANO SEAL TYPE
VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS
OF THE AS7714 DESIGNATION C700 FOR V.C.P..
26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WI7HOUT 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 /N ALIGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACIUTIES, AND
VERIFY ELEVATION AND LOG477ON OF CONNECTIONS CITY APPROVAL OF CONNEC77ONS
TO EXIS77NG FAC/U77ES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS
SHOWN ON THE PLANS
29 ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 21 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 UTIUTY 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 "S" IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32 /F 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.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
TRACT 16872 & TRACT 16872-1
Cl T Y OF FONTANA UTIL I T Y NOTIF/CA TION LIST
CITY OF FONTANA
ADELPHIA (CABLE TV)
ATTN: BRAIN WREN
ATTY. JACK HAYES
8353 SIERRA AVENUE
1205 DUPONT AVENUE
FONTANA, CA 92335
(909) 350-6632
ONTARIO, CA. 91761
R V C.
(909) 390-4738
SO. CALIFORNIA GAS COMPANY
RIGHT OF WAY
ATTN. JACK JARVIS
VERIZON
16231 VALLEY BLVD.
ATTN., STEVE HOCK
CA. 92335
1400 E. PHILLIPS BLVD.
(909) 428-8411
766
EMERGENCIES. (800) 427-2200
(909) 4, - 2
(909) 469-6327
SO. CALIFORNIA EDISON COMPANY
WO TH
7951 REDWOOD AVE.
FONTANA WATER COMPANY
FONTANA, CA. 92335
ATTN. MICHAEL J. McGRAW
(909) 820-5598 - UNDERGROUND
MICHAEL J. MCGRAW
(90- 875-5100 - TRANSMISSIONS
{2 f 637-1233 - PIPELINES
8440 NUEVO AVENUE
(90 357-6233 - DISTRIBUTION
, CA 92335
FONTANA(9,
590.69
TEL; 822-2201
CRAWFORD CANYON MUTUAL WATER CO.
FAX. (909) 823-5046
ATTN: BASIL J. FABRIZIO
(909) 463-9580
WEST VALLEY WATER DISTRICT
WEST SAN BERNARD/NO WATER
A17N. LON TSA/
855 W. BASELINE ROAD
UNDERGROUND SERVICE ALERT
GRADE BREAK
(800) 422-4133
RIALTO, CA 92377
SBC
SAl4 GABRIEL. VALLEY
ATTIC• JAMES ZIELINSKI
MUNICIPAL WATER DISTRICT
1265 N. VAN BUREN STREET
ATTR. DAVE JOHNSON
SUI TE 180
549 EAST SIERRA MADRE AVENUE
ANAHEIM, CA 92807
AZUSA CA. 91702-1299
(714) 666-5415
P.O, BOX 1299
(909) 969-7911
PRIVATE ENG/NEERW NOTICE TO CONTRA C TORS
THE EXISTENCE AND LOCA77ON 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-
SIBIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI-
BILITY 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 LABILITY, 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 WORK.
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 /N THE VICINITY OF M.W.D.'S
FACILITIES AND RIGH7T''-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 6668 SCRAPER MAY OPERATE OVER THE PIPELINE, PROVIDED
THE GROUND IS MAINTAINED IN A SMOOTH CONDITION ON BOTH SIDES OF THE PIPELINE
J. 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 36 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 ACCOMODATE THE CONSTRUCTION, THE FACILITY
SHALL BE MODIFIED BY M.W.D. FORCES
LEGEND
A. C.
0
ASPHAL770 CONCRETE
P.C.C.
PORTLAND CEMENT CONCRETE
8.C.
BEGIN CURVE
(R)
RIDGE LINE
R V C.
BEG. VERT7CAL CURVE
R1W
RIGHT OF WAY
B. W.
BACK SIDEWALK
TAN.
TANGENT
C.B.
CATCH BASIN
T. C.
TOP OF CURB
C L.
CEN 7FRLINE
W
WO TH
t C.
END CURVE
V
VER77CAL DEPTH
E.P.
E. G.
EDGE PAVEMENT
EDGE GRADE
(590.69)
INDICATES EXIST)NG ELEVATION
E. V.C.
END VER77CAL CURVE
590.69
INDICATES PROPOSED ELEVA 77ON
FL.
FLOW LINE
F. S
FINISH SURFACE
� _ _
INDICA TES SLOPE 2: 1
G. B.
GRADE BREAK
H.P.
HIGH POINT
-
AC PAVEMENT
INV
INVERT/%
/
REMOVAL
0. C.
ON CURw
GRIND
EDGE OF PAVEMENT
110
REV;
AVVVVVVVVVVVVVVWWVIA
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERMCE ALERT
1
a
,-EXIST. 96' PIPELINE
RIS :19M50--jr-0 •--------------- ---------- �----------------------------------- ---- ----- - -__ -__
FUTURE 24 W. V W. 0. WATER LINE _
F � _
METROPOLITAN WATE oDwS lcT
INDEX MA P
SCALE: 1 " = 150'
CONS TRUC TION NOTES
O1 INSTALL 8" EXTRA STRENGTH V C.P. SEWER
�2 CONSTRUCT PRECAST CONCRETE MANHOLE PER
CITY OF FONTANA STD. DWG. NO. 112 ( 10=48" )
O INSTALL 4" V.C.P. SEWER LATERAL PER _
CITY OF FONTANA STD. DWG. NO. 125
O INSTALL BACKWATER VALVE DEVICE
O REMOVE PLUG AND JOIN EXISTING 8" O.I.P. SEWER
�6 INSTALL 8" DUCTILE IRON PIPE (O.I.P.) SEWER -
REVISION DESCR/P770M DA 7E ENGR. CITY DA 7F SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH /N A
D/L/GENT MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
CONFORMANCE WITH CONDITIONS AND S TANdA ROS /N EFFECT.
QUAN
Tit 16872"
2,829 LF
12 E4
1,735 LF
62 EA
25 EA
TIT/E3
TRI 16872"-1
2,694 LF
10 EA
2,005 LF
63 EA
36 EA
1 EA
153 LF
NOTES:
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE.
2 TRENCH DEPTHS OF GREA TER THAN 5'
SHALL. HAVE ADEQUATE SHORING.
J. CLASS It AGG BASE ALL TRENCHES
LESS THAN 100' IN LENGTH.
4. COMPACTION SHALL BE 909 IN ALL
ZONES UNLESS OTHERWISE SPECIFIED.
TRENCH STABILITY SHALL CONFORM
TO CAL -OSHA REQUIREMENTS.
5 THE SEWER PLUMBER TO VERIFY THE
ULT7MATE BACKFLOW PRE VEN77ON VALVE
LOCA 77ON N 7 JOB SUPERINTENDENT.
NOTE.•
-INDICATES SHEET NUMBER
r-
S ' 'li� -
I mlrrn
VICINITY MAP
NOT TO SCALE'
"
6" MAX SIZE'
NATIV9 SOIL
COMPACTED 90.x'
W --
C
O-
TABLE/ .200-1.2 [AI
SIEVE SIZE
PERCENTAGE
PASSING
SIEVES
1 f 2
INE SOUTH LEG OF AN SCLC TOWER
1
343*NORTH OF HIGHLAND, O.2 Ml WEST
3 4
100
1 2
90-100
3 8
20-60
NO. 4
0-15
NO. 8
0-5
ASTM C 131
TEST GRADING
1 9
TOP OF STRUCTURAL
PAVEMENT SUBGRADE
3" MAX; SIZE NATIVE'
SOIL COMPACTED 95M
6" MIN
1.
1:1 SLOPE OR FLATTER
OR ADEQUATE" SHORING
1'* MAX. SIZE
SELECTED NATIVE
BEDDING COMPACTED
TO 90R
8" V. c. P.
10' OR DEEPER USE 112" W p
CRUSHED' STONE BEDDING
PER STD. SPECS FOR PUBLIC
WORKS CONSTRUCTION TABLE
200 1.2 [A] SHOWN
IF NOTE.•
LOCA 77ONS OF LINES ANO LA7ERALS AND S7REET CONNECTIONS HAVE
NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNEC77ONS
MAY CHANGE UPON CITYIFIRE REVIEW OF TEN TA TI VES ONCE THEY ARE
FORMALLY SUBMI T70 FOR CITY REVIEW.
BENCH MARK: 18- 17
BASIS OF BEARINGS;
BRASS CAP /N INE CONCRETE' BASE Of
IHQ BRQ N069159'31'C
INE SOUTH LEG OF AN SCLC TOWER
ALONG THE CE SUMMIT AVE
343*NORTH OF HIGHLAND, O.2 Ml WEST
AS SHOWN ON 7R Na
OIC' SAN SEVAINE RO., 2.65 Ml WEST
16427-1, M.B. 29617-11.
OF SIERRA AVE
ELEVA 770N: 1 1428.609
Prepared Under The Supervision Of
PREPARED /N THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN Bri
760-A 3. ROCHESTER AVENUE DJ
ONTARIO, CA 91761 DESIGNED B
PH I3 (909) 937-9151 CFB
Date CHECKED BY
CS 0218,3 EXP. 9-30-05 SCL
TVP. BEDDING" FOR 8" VCP/D.I.P.
LESS THAN 1Q' DEEP
NTS
t
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
TI TL E SHEE T sc AS SHOWN
'' T C 1" 16872 & TRACT 168721 DA 7E' -*
PT 2004
APP OV£ DRAWING NO. f
3755
TY' ENGINEER R.C.E. 5115 DATE 1p
JAl26-20041seweAsew0l.dwa. 5/19/20051:37:12 PM. Gem. Gem
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