HomeMy WebLinkAboutSite PlanPRINTED BY COPY CATS - 860-442-8424 - TEMP008.TIF - 3/6/02 9:13:33 AM
0
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PERCOLATION DE51GN CRITERIA
P-39 A 6.0 MINUTE.5/INCH AT 26" DEPTH (06--24--91)
P-42 A 6.0 MNUTE5/INCH AT 30' DEPTH (06-20-91)
5ANIJA Y 0 SIGN CRIMRIA
A. PROP05ED FOUR BEDROOM HOME WITH FULL 5A5EMENT. NO TUBS OVER 100 GALLCN5 IN 51ZE.
B. 1250 GALLON TWO COMPARTMENT 5EPTIC TANK REQUIRED BY CODE AND PROVIDED.
C. DE51GN POZCOLATION RATE: 1.0 TO 10.0 MIN/INCH
D. MINIMUM LEACHING SYSTEM 5PREAD
HF = 34 GRADIENT BETWEEN 4.1 & 6.0%
Rir5TRICTION BETWEEN 22.1" & 26"
FF 2.0 FOUR BEDROOM HOME.
PF = 1.2 PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH
ML55= HFxFFxPF=34x2.Ox1.2=81.6'
E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 5F
F. 12" HIGH SIDE x 510E INFILTRATOR5 51 LSCTE.D FOR CII 9G 5SYSTEM DE5IGN.
EFFECTIVE LEACHING AREA PROVIDED PER LF PER
MIN LENGTH OF 510E x SIDE INFILTRATOR REQ: 660 5F/5.9 5F/LF = 1 1 1.86'
G. EF'FCCTNE LEACHING AREA PROVIDED
112.5' LONG x 12" HIGH 510E x 5IDE INFILTRATOR
112.5' x 5.9 5F/LF = 663.75 SF
H. 10M RE5ERVE AREA REQUIRED AND PROVIDED
ZQ.N1NG COMELIANCr LA1-3-LE
FRONT YARD 5ETBACK
1001 344'
510E YARD 565ACK 15, 65'
REAR YARD 5ETBACK
5OF 70'
LLGEND
5lgr
r 1 Lo H[)Xi
PERCOLATION TE57.
BIT BITUMINOUS PROP
LP a
CB CATCH BASIN
MON CLEARING
11t
ZE0ANQnEIT
DRILL HOLE
R
Er-OCOLATION Jt5I A
EXIST) EKISTINQ toWC)
Go
516-
INV. 523.00 IN
TP #42 (1-28-700)
5F SQUARE FEET
0--61 TOP501L
8--2ir mm YELLOWISH -BROWN FINE SAND, FIRM
FOUNDATION
75'*
20-8Cy' 0LLVE--GRE.Y LOAM FINE SAND, FIRM
NO LE13QE, GROUNDWATER 0 ?ev. , MOTTLING 015TINCT AT 23"
NV INVERT
TP #50 (10-24-99)
TE5T PIT
1P IRON PIPE
TYP TYPICAL
0-61 DARK BROWN TOP501L
i3--30" YELLOW ORANGE. BROWN SANDY LOAM WITH SOME GRAVELSANDYLOAMWITH50ME SILT AND GRAVEL
LINEAR FEET
30-42" TAN MODERATELY COMPACT FINE.
42-81" GREY TAN MODERATELY COMPACT FINE 5ANO & GRAVEL
INV. 521.213 CUT
r
J
MOTTLING AT 3Z', NO LEDGE, GROUNDWATER AT 72".-.
PROPOSED WELL
TP #135 (1-11-91)
t
i
0- i 2" TOP50IL
12-21y' (LIGHT BROWN FINE 5ANDY LOAM
28-77" Clety-BROWN MEDIUM -FINE SILTY SAND. TRACE OF GRAVEL
NOW OR FORMERLY
t
NO LEDGE, GROUNDWATER AT 361, MOTTLING AT 27'
INFILTRATOR INV: 521.28
TP #136 (1_ 11_91)
r
0- I Z' TOP501L
12--20' LIGHT BROWN FINE 5ANDY LOAM
2j3_ ocy' GREY --BROWN MEDIUM -FINE SILTY 5AND, TRACE OF GRAVEL
NO LEDGE, GROUNDWATER AT 39", MOTTLING AT ZV' i
PERCOLATION DE51GN CRITERIA
P-39 A 6.0 MINUTE.5/INCH AT 26" DEPTH (06--24--91)
P-42 A 6.0 MNUTE5/INCH AT 30' DEPTH (06-20-91)
5ANIJA Y 0 SIGN CRIMRIA
A. PROP05ED FOUR BEDROOM HOME WITH FULL 5A5EMENT. NO TUBS OVER 100 GALLCN5 IN 51ZE.
B. 1250 GALLON TWO COMPARTMENT 5EPTIC TANK REQUIRED BY CODE AND PROVIDED.
C. DE51GN POZCOLATION RATE: 1.0 TO 10.0 MIN/INCH
D. MINIMUM LEACHING SYSTEM 5PREAD
HF = 34 GRADIENT BETWEEN 4.1 & 6.0%
Rir5TRICTION BETWEEN 22.1" & 26"
FF 2.0 FOUR BEDROOM HOME.
PF = 1.2 PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH
ML55= HFxFFxPF=34x2.Ox1.2=81.6'
E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 660 5F
F. 12" HIGH SIDE x 510E INFILTRATOR5 51 LSCTE.D FOR CII 9G 5 SYSTEM DE5IGN.
EFFECTIVE LEACHING AREA PROVIDED PER LF PER
MIN LENGTH OF 510E x SIDE INFILTRATOR REQ: 660 5F/5.9 5F/LF = 1 1 1.86'
G. EF'FCCTNE LEACHING AREA PROVIDED
112.5' LONG x 12" HIGH 510E x 5IDE INFILTRATOR
112.5' x 5.9 5F/LF = 663.75 SF
H. 10M RE5ERVE AREA REQUIRED AND PROVIDED
ZQ.N1NG COMELIANCr LA1-3-LE
FRONT YARD 5ETBACK
1001 344'
510E YARD 565ACK 15, 65'
REAR YARD 5ETBACK
5OF 70'
LLGEND
DUE TO D15TORTION DURING REPRODUCTION, TH15 PRINT MAY NOT
SCALE
T M kE ARE CA Y DI CR PANCIE5, CONTACT ENG NEI: QTLY. ALL DIMtN5]ON5 SHOWN OVCRPULr. SCALING. IF
fi•f
i
15 1,2
l
C 1
010
BUILDING SETBACK UNE P PERCOLATION TE57.
BIT BITUMINOUS PROP PROP05ED
CB CATCH BASIN PVC POLY VINYL CHLO1IDE
DH DRILL HOLE
R RESERVE LI+ACHIN AREA
EXIST) EKISTINQ toWC)
Go Ago
INV. 523.00 IN SEPTIC TANK iNLET
5F SQUARE FEET
FND FOUNDATION
75'* 169'
NV INVERT TP TE5T PIT
1P IRON PIPE
TYP TYPICAL
LF LINEAR FEET t
INV. 521.213 CUT
NATIONAL GEODETIC VERTICAL DATUM
PROPOSED WELL
NGVD
t
N/F NOW OR FORMERLY
t
LOT NUMSE2
DUE TO D15TORTION DURING REPRODUCTION, TH15 PRINT MAY NOT
SCALE
T M kE ARE CA Y DI CR PANCIE5, CONTACT ENG NEI: QTLY. ALL DIMtN5]ON5 SHOWN OVCRPULr. SCALING. IF
fi•f
i
15 1,2
l
C 1
010
30 0 30 60
CTAP HIC 5CALe IN FflfT
weer, BeFORIE USING
SOLID WALL FVC
FDN OUTLET DRAIN
2 (SEE NOTE 5)
1. 00UNDARY INFORMATION, INLAND WETLAND OOUNDARr15, AND TEST PIT DATA AND LOCATION TAKEN FROM A PLAN TITLED "LOCHDALE
E5TATE5 PROPERTY OR BERNARD BARNETT & HAROLE D. BATT FOR5YTH ROAD AND JEFFERY MANOR DRIVE MONTVILLE, CONN.," 12EV15ION C
JULY 9, 1992, TOTAL TECHNOLOGY, INC.
2. TOPOGRAPHY of THE HOU5E AND SEPTIC AREA WAS CONFIRMED AND A BENCHMARK SET BY TOTAL TECHNOLOGY IN FEBRUARY 2002.
3, "SELECT FILL MATERIAL" AND "BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROP05tD LeACHING AREA5 SHALL 8E COMPRISED
OF CLEAN SAND AND GRAVEL, FiZEE FROM ORGANIC MATEi2IAI_5 AND DELETERIOUS 5U55TANCE5. THE FILL MATERIAL SHALL MEET THE
FOLLOWING REQUIREMENTS UNLE55 OTHF24E APPR)VED BY A PROFE55IONAL ENGINEER FOR USE. WITHIN THE. LEACHING AREA.
1. THE. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES.
2. UP TO 45% OF THE DRY WE]QHT OF THE RiPRE5ENTA11VI SAMPLE MAY BE RETAINED ON THE #4 5IEVE. TH15 15 THE.
GRAVEL PORTION OF THE SAMPLE.
3. THE MATERIAL THAT PA55E5 THE. #4 51i:VE 15 THE REWEIQHED AND THE 5IEVE ANALY515 STARTED.
4. THE REMAININC4 5AMPLE 5HALL MEET T11 -r"- FOLLOWING GRADUATION CRITERIA:
SIEVE 5IZE PERCENT PA55INQ
4 100%
10 0-100%
40 0-50%
100 0-20%
200 0-5%
NOTE: PERCENT PA55INQ THE #40 5IEVE CAN BE INCREASED TO NO GREATER THAN 75 % IF THE PERCENT PA551NG THE
100 51EVE DOES NOT EXCEED 1(% AND THE *200 SIEVE DOES NOT EXCEED 5%.
THE RESPON51BIUlY FOR THE PREPARATION OF A LekCHINCi AREA UTILIZNQ "5r_LECT MATERIAL" 15 THAT OF THE LICENSED INSTALLER.
THE INSTALLER SHALL TAKE THE NECE55ARY 5TEP5 70 PROTECT THE UNDERLYING NATURALLY OCCUR2ING 50IL5 FROM OVE.RCOMPACTLON
AND SILTATION ONCE EXP05ED.
4. AT THE TIME OF TH15 DE.5ICjN THERE WERE No EXI5"ING WELLS WITHIN 75' OF THE PROPOSED 5EPTIC SYSTEM AND THERE WERE NO
EKI5ITINQ SEPTIC 5Y5EM5 WITHIN 75' OF THE PROP(5ED WELL LOCATION.
5. PERFORATED PVC FOUNDATION DQAINAQE 5HALL BE LOCATED NO CL05EQ THAN 25' FROM THE SEPTIC SYSTEM. THE FOUNDATION OUTLET
DRAIN SHALL BE LOCATED NO CI-05FSZ THAN 10' FROM THE SEPTIC 5Y5TEM AND 5HALL MEET TABLE 2-C OF THE STATE HEALTH CODE..
A RODENT PROOF COVER SHALL BE PROVIDED ON TILE. FOUNDATION OUTLET DRAIN AT "DAYLJCaHT:'
6. THE FOUNDATION AND SEPTIC SYSTEM SHALL BE 5TA',E0 OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR.
7. OWNER/APPLICANT: P&H CON5TRUCTION
P.O. Box 164
UNCA5VILLE, CT 06302
0. ENGINEER: TOTAL TECHNOLOGY, INC.
458 WIL.UAM5 STREET
NEW LONDON, CT 06320
060) 447-0020
fAN t ELUE10 I ''1 .A DEW51QU5
1
SANITARY INVERT AT FoUNDATION: 524.00' FROM IRON PIPES X Y
30'--4" DIA 5CHEDUL . 40 A5TM D1785 CR EQUAL PPE FDN CORNER A 143' 149't
MIN 5LOPE. = 1 /4" PER FT)
FDN CORNER B 94*' 104'*
Q 1250 GALLON TWO COMPARTMENT SEPTIC TANK
toWC)
Go Ago
INV. 523.00 IN SEPTIC TANK iNLET 01' 158'
INV. 525.75 OUT
o°' Box (5) 75'* 169'
4(D 8'-4" 015 SDR 35 PVC PIPE
WELL LOCATION 160'* 125'
D" BOX
INV. 521.45 IN
t
INV. 521.213 CUT
56.25' LONq (9) 6,25' LONG 12" HIGH SIDE x SIDE. 'NFILTRATOR5
t
BOTTOM OF INFILTRATOR ELEV: 520.70
t
INFILTRATOR INV: 521.28
r r
cv
30 0 30 60
CTAP HIC 5CALe IN FflfT
weer, BeFORIE USING
SOLID WALL FVC
FDN OUTLET DRAIN
2 (SEE NOTE 5)
1. 00UNDARY INFORMATION, INLAND WETLAND OOUNDARr15, AND TEST PIT DATA AND LOCATION TAKEN FROM A PLAN TITLED "LOCHDALE
E5TATE5 PROPERTY OR BERNARD BARNETT & HAROLE D. BATT FOR5YTH ROAD AND JEFFERY MANOR DRIVE MONTVILLE, CONN.," 12EV15ION C
JULY 9, 1992, TOTAL TECHNOLOGY, INC.
2. TOPOGRAPHY of THE HOU5E AND SEPTIC AREA WAS CONFIRMED AND A BENCHMARK SET BY TOTAL TECHNOLOGY IN FEBRUARY 2002.
3, "SELECT FILL MATERIAL" AND "BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROP05tD LeACHING AREA5 SHALL 8E COMPRISED
OF CLEAN SAND AND GRAVEL, FiZEE FROM ORGANIC MATEi2IAI_5 AND DELETERIOUS 5U55TANCE5. THE FILL MATERIAL SHALL MEET THE
FOLLOWING REQUIREMENTS UNLE55 OTHF24E APPR)VED BY A PROFE55IONAL ENGINEER FOR USE. WITHIN THE. LEACHING AREA.
1. THE. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES.
2. UP TO 45% OF THE DRY WE]QHT OF THE RiPRE5ENTA11VI SAMPLE MAY BE RETAINED ON THE #4 5IEVE. TH15 15 THE.
GRAVEL PORTION OF THE SAMPLE.
3. THE MATERIAL THAT PA55E5 THE. #4 51i:VE 15 THE REWEIQHED AND THE 5IEVE ANALY515 STARTED.
4. THE REMAININC4 5AMPLE 5HALL MEET T11 -r"- FOLLOWING GRADUATION CRITERIA:
SIEVE 5IZE PERCENT PA55INQ
4 100%
10 0-100%
40 0-50%
100 0-20%
200 0-5%
NOTE: PERCENT PA55INQ THE #40 5IEVE CAN BE INCREASED TO NO GREATER THAN 75 % IF THE PERCENT PA551NG THE
100 51EVE DOES NOT EXCEED 1(% AND THE *200 SIEVE DOES NOT EXCEED 5%.
THE RESPON51BIUlY FOR THE PREPARATION OF A LekCHINCi AREA UTILIZNQ "5r_LECT MATERIAL" 15 THAT OF THE LICENSED INSTALLER.
THE INSTALLER SHALL TAKE THE NECE55ARY 5TEP5 70 PROTECT THE UNDERLYING NATURALLY OCCUR2ING 50IL5 FROM OVE.RCOMPACTLON
AND SILTATION ONCE EXP05ED.
4. AT THE TIME OF TH15 DE.5ICjN THERE WERE No EXI5"ING WELLS WITHIN 75' OF THE PROPOSED 5EPTIC SYSTEM AND THERE WERE NO
EKI5ITINQ SEPTIC 5Y5EM5 WITHIN 75' OF THE PROP(5ED WELL LOCATION.
5. PERFORATED PVC FOUNDATION DQAINAQE 5HALL BE LOCATED NO CL05EQ THAN 25' FROM THE SEPTIC SYSTEM. THE FOUNDATION OUTLET
DRAIN SHALL BE LOCATED NO CI-05FSZ THAN 10' FROM THE SEPTIC 5Y5TEM AND 5HALL MEET TABLE 2-C OF THE STATE HEALTH CODE..
A RODENT PROOF COVER SHALL BE PROVIDED ON TILE. FOUNDATION OUTLET DRAIN AT "DAYLJCaHT:'
6. THE FOUNDATION AND SEPTIC SYSTEM SHALL BE 5TA',E0 OUT AND GRADES ESTABLISHED BY A LICENSED LAND SURVEYOR.
7. OWNER/APPLICANT: P&H CON5TRUCTION
P.O. Box 164
UNCA5VILLE, CT 06302
0. ENGINEER: TOTAL TECHNOLOGY, INC.
458 WIL.UAM5 STREET
NEW LONDON, CT 06320
060) 447-0020
fAN t ELUE10 I ''1 .A DEW51QU5
X
SANITARY INVERT AT FoUNDATION: 524.00' FROM IRON PIPES X Y
30'--4" DIA 5CHEDUL . 40 A5TM D1785 CR EQUAL PPE FDN CORNER A 143' 149't
MIN 5LOPE. = 1 /4" PER FT)
FDN CORNER B 94*' 104'*
Q 1250 GALLON TWO COMPARTMENT SEPTIC TANK
toWC)
Go Ago
INV. 523.00 IN SEPTIC TANK iNLET 01' 158'
INV. 525.75 OUT
o°' Box (5) 75'* 169'
4(D 8'-4" 015 SDR 35 PVC PIPE
WELL LOCATION 160'* 125'
D" BOX
INV. 521.45 IN
INV. 521.213 CUT
56.25' LONq (9) 6,25' LONG 12" HIGH SIDE x SIDE. 'NFILTRATOR5
BOTTOM OF INFILTRATOR ELEV: 520.70
INFILTRATOR INV: 521.28
526
524
522
520
510
516
514
512
FILL 10' BEYOND INFILTRATOR
SHALL BE NO LOWER THAN
TOP OF INFILTRATOR
ENING GROUND
PROPO" ED
FIU 0 RnZRPOI ATED HIGH
GROUNDWATER _MARK .....___
MOM ING)
5 ECT( O N ff %f! _ $) /t if
SCALE: I-HORIZ. 1"= 30'
VERT. i"= 3'
90 TH15 MAP I5 cOMP11.r.0 FROM OTHER MAP5, DEED 01MeN5ICN5
AND OTHeR 50U9=5 OF INFORMATION, NOT TO Be CONSTRUtD
A5 AN ACCURATe 5UIZVIIY AND 5UBJeCT TO FINAL CHANGt5
A5 A MOM ACCMATe 5MVey MAY 015CL05 P-.
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2002 TOTAL TECHNOLOGY INC.
These drawings are the property
of the Engineer ami have been
specificolly prepared for the owner
or this project, at this site, and
are not to ine duplicated or used
In part or whole kir any other
purpose, project, location or owner
without the expressed written
consent of the Engineer,
JOB Na.
2001021
PRINTED BY COPY CATS - 860-442-8424 - TEMP007,TIF - 3/6/02 9:13:33 AM
o En
to
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W
INFILTRATOR ROWS 13' ON CENTER cAPPROVEDBACKFILL~
12" MINIMUM) 2"x2"x48" WOOD POST z o Aft t4
PROPOSED I
08 ON CENTER (MIN) INDUSTRIAL NETTING, SNOW FENCE Q o I ON
GRADE - FILTER FABRIC
OR WOVEN WIRE FENCE FOR SUPPORT
mootv¢
i ---- -; - : - -- ..___ - , l l =li {L =SII "{ i1 d 00 0I -1_l_i 111= 1 l E-l1 `:::;, . .: fl j Ln wyp[ ..•f • .µS•: r' ••1..• -II{ 1 V--I li. .•YF tf-..«.•.I { I• w4 • /• •1•!v •4 • •• j' 00 Itz1T-- :; •. , . , : 41 l l I I ' i FILTER
FABRIClil jli . ':• . ' ; • .. .- ` . • :.. .. -ill-:-;
I
MINIMUM 3-Wsi -, COMPACTED SELECT BACKFILL ..._Ij:E G p. I1=1f citBACKFILLMATERIALPER t
JEW
c3 CONN. STATE T# .' _ HIGH
CAPACITY HEALTH CGDE ._.__ U .~: 'ill=='
INFILTRATOR I
E `t.II
SECTION 34 , FLOWlIEI.- 0 1
QO .,....-.....
ow
I 48" MINIMUM 18" MINIMUM
TO TO LEDGE GROUNDWATER A 1=~=I11;: - I f =. l l.l;-
1NEW QR MOTTLING
CN SUITABLE BASE
FAMI TO BE
VERIFIED BY
ENGINEER LEACHING INFILTRATOR SEDIMENT
FENCE INSPECTION
OPENING MANHOLE
MANHOLE
INLET------- INLET
BAFFLE 2/3
REQUIRED
CAPACITY 4"
SOL
LOWER
INFILTR
OUTLET OUTLET
DEVICE
FILTER 1 cEO
IRED 4 TIMES WIDTH OR
DEPTH NOTE: CLEANOUT MANHOLES ARE ALL
BAFFLED INSPECTION MANHOLES SHALL BE LOCATED AT
A DEPTH NOT GREATER THAN 12" BELOW FINAL
GRADE. APPENDIX
B APPROVED _SEPTI.Q THINK QUTLET
EILTESS j,NTERHAL QUTLET
FILTERS SFA. 0I>l.I3.E.R
MODEL ORENCO SYSTEMS FT0444-36, FT0854--36, FT1254--36, FT1554--
36 THORSBY & BOWNE- SANI
TEE TUF—TITE EF --
4 UNITED CONCRETE CO.
PL122 ZABEL A100 A1800 A300
A1801 A100—HIP A1800—
HIP A300—HIP A1800—
HIP T YP I C A PTIQ
TANK. kST
CONCRETE BUTTON BOX
OR VED
EQUAL It PERFORATED
PVC JLET FROM
LEACHING
JFILTRATOR SET DISTRIBUTION
BOX LEVET. ON LAYER
OF CRUSHED
STONE OVERFLOW,. DISTRIBUTION
BOX. DUE TO 015TORTION DUZNta REPRODUCTION. THI5 PRINT MAY
NOT SCALE EXACTLY. ALL f ,`JEN5ION5 5HOWN OVERRULE 5CALINC4.
IF THERM ARE ANY 0I5CRlE ANCIe5, CONTACT
ENGINEER.
0 THI5 MAP 15 C+OMPILeD FROM OTHeR MAP5, DeeD
DIMEN51ON5 AND OTHeR 50URCe5 OF INFORMATION, NOT TO 5E
C05TRUED A5 AN ACCURATE 5URVf.Y AND 5U5JeCT TO FINAL
CHANQe5 A5 A Mtge ACCURATe SURVEY MAY D 5CL.
05E.
Q, 6"
MIN.
3" 8"-10601
10601
LIOVID
DEPTH
8
12"
MIN.
C! LENGTH NOT GREATER
THAN
OUTLET OUTLET
DEVICE
FILTER 1 cEO
IRED 4 TIMES WIDTH OR
DEPTH NOTE: CLEANOUT MANHOLES ARE ALL
BAFFLED INSPECTION MANHOLES SHALL BE LOCATED AT
A DEPTH NOT GREATER THAN 12" BELOW FINAL
GRADE. APPENDIX
B APPROVED _SEPTI.Q THINK QUTLET
EILTESS j,NTERHAL QUTLET
FILTERS SFA. 0I>l.I3.E.R
MODEL ORENCO SYSTEMS FT0444-36, FT0854--36, FT1254--36, FT1554--
36 THORSBY & BOWNE- SANI
TEE TUF—TITE EF --
4 UNITED CONCRETE CO.
PL122 ZABEL A100 A1800 A300
A1801 A100—HIP A1800—
HIP A300—HIP A1800—
HIP T YP I C A PTIQ
TANK. kST
CONCRETE BUTTON BOX
OR VED
EQUAL It PERFORATED
PVC JLET FROM
LEACHING
JFILTRATOR SET DISTRIBUTION
BOX LEVET. ON LAYER
OF CRUSHED
STONE OVERFLOW,. DISTRIBUTION
BOX. DUE TO 015TORTION DUZNta REPRODUCTION. THI5 PRINT MAY
NOT SCALE EXACTLY. ALL f ,`JEN5ION5 5HOWN OVERRULE 5CALINC4.
IF THERM ARE ANY 0I5CRlE ANCIe5, CONTACT
ENGINEER.
0 THI5 MAP 15 C+OMPILeD FROM OTHeR MAP5, DeeD
DIMEN51ON5 AND OTHeR 50URCe5 OF INFORMATION, NOT TO 5E
C05TRUED A5 AN ACCURATE 5URVf.Y AND 5U5JeCT TO FINAL
CHANQe5 A5 A Mtge ACCURATe SURVEY MAY D 5CL.
05E.
Q, 2002 TOTAL. TECHNOLOGY
INC. These drawings are thepropertyoftheEngineerandhave
been specifically prepared for tho
owner of this project, at this site,
and are not to be duplicated or
used In part or whole for any
other purpose, project, location or
owner without the expressed
written consent of the
Engineer.
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INC. These drawings are thepropertyoftheEngineerandhave
been specifically prepared for tho
owner of this project, at this site,
and are not to be duplicated or
used In part or whole for any
other purpose, project, location or
owner without the expressed
written consent of the
Engineer. OF D-
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2001021
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