HomeMy WebLinkAbout83-1859 - Site Plan003SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 MIN. GAL. SEPTIC TANK
BOTTOM AREA ONLY:
13.5' (+/-) X 50.3'=602 SF X (.74) = 446 GPD
USE A 602 SF LEACHING FIELD AS SHOWN
MA
APPROVED DATE BOARD OF HEALTH
NOTES
1. UHIuM IJ ---
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE V.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
S. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11, ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. NO"BASEMENT" ALLOWED. FLOODZONE RESISTANT
DESIGN REQUIRED (BY OTHERS). FINAL GRADING TO
BE IN ACCORDANCE WITH FEMA REGULATIONS AS SHOWN.
14, ALL RUN-OFF TO BE CONTAINED ON-SITE
DESIGN REQUIRED (BY OTHERS). FINAL GRADING TO
BE IN ACCORDANCE WITH FEMA REGULATIONS,
15. DRYWELLS (OR DRIP TRENCHES) SHALL BE INSTALLED
TO CONTAIN ROOF RUN-OFF.
16. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS
AND NEW SERVICES WITH APPROPRIATE VENDORS.
17. CONTRACTOR TO NOTE ORDER OF CONDITIONS COVERING
ANY WORK ON SITE TO BE ISSUED BY THE TOWN OF YARMOUTH
CONSERVATION COMMISSION. COPY OF ORDER TO BE ONSITE AND ALL
CONDITIONS AND SPECIAL CONDITIONS SHALL BE ADHERED TO.
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
FIRST FLOOR BLDG ELEV. 11.0' CONCRETE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
RAWLSPACE SLAB .6' TOP FOUNDATION 10.03
WITHIN 20' OF SAS g 5'
REMAINDER OF CRAWLSPACE Mas' of COv
SLAB AT EL. 7.4' PRECAST H-10 PROP TEE
ALL SYSTEM COMPONENTS SHALL BE MARKED
WITH MAGNETIC TAPE OR COMPARABLE MEANS
FOR FUTURE LOCATION. MARK CORNERS OF
LEACH FIELD WITH 24" #5 REBAR WITH SAFETY
CAP DRIVEN JUST BELOW GRADE EACH CORNER
OF LEACH FIELD.
4" DIA PER 7. INSP. PORT TO SAND AT BOTTOM OF
LEACHING FIELD. 4" THREADED CAP TO WITHIN 3" OF FINISH GRADE 40 MIL LINER FROM ELEV. 8.8' TO ELEV. 4.8' MIN.
RETAINING WALL SCHEMATIC SHOWN, EXACT FASCADE
OVER PRECAST P-.5 TAND CONSTRUCTION BY OTHERS. TOP OF WALL HT. AS NOTED
TOP IPE 8.6' FINISHED GRADE- 4" LOAM &SEED 2% MIN. SLOPE OVER SYSTE
NOTE: WETLAND
RESOURCE AREAS
FLAGGED BY LEC
4k ENVIRONMENTAL
14110 CONSULTANTS, INC.
9�A /
`C-
G�lvPew}i T A;x, /
00 �P QQQ' / OpPGd' F�
C�y
C3 / LEG /
40 �Ir
5� lll, SM#1X/�cY
EXIST. /
III �, III CONE /
LOT 80Qy / BLOCK
0.54 ACRES± �P / PAVE
1 �' PATP
(12,745± UPLAND) yP� III SM#2/ / PROP. SETTING
WALI/AT EDGE 1.41
OF ,PATIO \
�Q`-!-
�f / P� / 1\ / C�• \�' p Q'4R'
'T QP 0
0
LEC FLAG
1 9 w m
Ate, C4 o
N
�o
0 0
'L o
7A 1 �1
1 �
,Illi '� / >r• .
EXIST
2ND)DE
CK T O�G�
', y. F
STONEcp
FS
PROP. VENT WITH CHARCOAL FILTER W /THi;f';•
AND BUGSCREEN (FINAL PLACEMENT BY / ,�R / pb. y.',•`.
CONTRACTOR WITH HOMEOWNER /j `V / : ;�•fl
CONSULTATION)
ZY
PROP. 4 BR DWELLING -'
FIRST FL ELEV. 11.0'
(CRAWLSPACE SLAB ELEV.
MIN. 8.25')
5' UNSUITABLE SOIL REMOVAL _
EXISTING 4 BR
DWELLING
(TO BE REMOVED AND REPLACED)
EXISTING FIRST FL.
ELEV. = 9.4'
R AH -I MW \
/ • (LEC) (DOE) /
PROP.
DRIVEWAY
5
QS70N\E` / <L �P /
�0, /
66PAVED
/ \ IVEOgp
Cr
G /
�4Y -Z, PCO
%����:. '•s) � 1� �\ /QPM ,( \��Q�.
NIX
/
PROPOSED 4 BR SEPTIC SYSTEM TO
CONSIST OF A TITLE 5 COMPLIANT 1500
OP. RET. )NALL GALLON SEPTIC TANK, DBOX, AND A
TW 602 SF LEACH FIELD, BASE OF WHICH
= s.o'
(DES,•BY�THERS) IS 5' ABOVE HIGH GROUNDWATER.
FINAL GRADE OVER SAS TO BE ELEV.
10.0 -9.5' VARIES
PORT TO
SAND
4"SCH40
' . .i.,
RISERS (TYP.)
20
4"OSCH40 PVC
CAP,
SCH40 PVC
/
THREADED CAP TO
II II/
\<<
\!.\.
%/ I
cY. 6
FLOOD VENTS WITHIN 12° GRADE
GRADE
Y
LOAM AND
-W-
WATER LINE
/
PIPES LEVEL 1ST 2'
+ SEED
....
CLEAN FILL
MAX.
MIN.
.A. i
MIRAFI 140N FABRIC
(GROUND AT EL. 7.4) REQ.
r
OR 2" PEASTONE
10"
2500 GAL
10" MIN. y
DIST. 4'
....5=0.005
PLAN
CAP ENDS
\
e
4 PERFORA
ED PVC -� 0
VENTS ON 2 SIDES REQ.
. ,,
R
..
;.
7 2
SEPTIC TANK/PC
°
30 40 50 FEET
NOTE: NO INCREASE IN
TITLE 5 DESIGN
FLOW, NOT "NEW CONSTRUCTION" UNDER TITLE 5.
VARIANCES REQUESTED
e' ' "•
MAXIMUM
FLOOD VENT/FOUNDATION DESIGN
(ta) LEACHING FIELD
TO BE
COMBINATION
7.5' FROM LOT LINE (10' REQUIRED) VARIANCE OF 2.5' REQUESTED
° o o a o c °o°
°e
(1f) LEACHING FIELD
3/4"-1-1/2" DOUBL
WASHED STONE LEACHING FIELD o
25' FROM DRAIN WHICH MAY INTERCEPT HIGH GROUNDWATER- 50'
REQ. 25' VARIANCE REQUESTED, WALL/LINER
PROVIDED
6"DEPTH
% MIN BELOW INV.
<, + e:
70.4'
BY OTHERS.
s:
SHOREY OR EQUAL
oo"oa000 oa
° ,°,°,°;°,°,° °°
°"° °"°-°"° °-
8.25
0
8.00
t
/
e.. :O
:.
PROPOSED ROCK WALL VENEER
L
8.52'
8.35
LEVEL
BOTTOM o
/
"ea
7.5'*
(SEE DETAIL)
:, .. !.
'
•' :, : , •: '. - .; - .:
•O 4
i
S' MIN.UNSUITABEEBLOCK
55'
4'
O O O 0 O. O O O O O C
0 0 0 0 0 0 0 0 0 0 0 0 -
UP FOR 24" COVER TYP.
D -BOX ACME DB -5 OR EQ.
7.50
SOIL REMOVAL
'
DEPTH OF FLOW
0 0 0 0 0 0 0 0 0 0 0 C-
°^°^°^°^°^°^°^°^°^°^°^°�
WHERE SPECIFIED
e. "••
SEPTIC
SYSTEM PROF
LE
DEPTH PER SOIL LOGS
INLET DEPTH 10"
6" CRUSHED STONE OR MECIiANICAL
5.D'
-�
ea°000a"0000°oo"oe°o
DEPTH 14
COMPACTION. (15.221
[21)
°000000000aoo°°
OUTLET =
TIDALLY INFLUENCED GROUNDWATER
_ 2.5'
LEACHING: USE A 602
SF LEACHING FIELD 602 SF
X .74 = 445 GPD O.K.
(-L-%
SLOPE) 2
(-!-% SLOPE)
(_% SLOPE)
FOUNDATION
- SEPTIC TANK
15 2'
D BOX 12'
LEACHING
FACILITY
ACCESS FOR ROUTINE
MAINTENANCE
MUST BE PROVIDED
FOR ZABEL FILTER.
INSTALLER MUST FOLLOW ALL
NOTE: WETLAND
RESOURCE AREAS
FLAGGED BY LEC
4k ENVIRONMENTAL
14110 CONSULTANTS, INC.
9�A /
`C-
G�lvPew}i T A;x, /
00 �P QQQ' / OpPGd' F�
C�y
C3 / LEG /
40 �Ir
5� lll, SM#1X/�cY
EXIST. /
III �, III CONE /
LOT 80Qy / BLOCK
0.54 ACRES± �P / PAVE
1 �' PATP
(12,745± UPLAND) yP� III SM#2/ / PROP. SETTING
WALI/AT EDGE 1.41
OF ,PATIO \
�Q`-!-
�f / P� / 1\ / C�• \�' p Q'4R'
'T QP 0
0
LEC FLAG
1 9 w m
Ate, C4 o
N
�o
0 0
'L o
7A 1 �1
1 �
,Illi '� / >r• .
EXIST
2ND)DE
CK T O�G�
', y. F
STONEcp
FS
PROP. VENT WITH CHARCOAL FILTER W /THi;f';•
AND BUGSCREEN (FINAL PLACEMENT BY / ,�R / pb. y.',•`.
CONTRACTOR WITH HOMEOWNER /j `V / : ;�•fl
CONSULTATION)
ZY
PROP. 4 BR DWELLING -'
FIRST FL ELEV. 11.0'
(CRAWLSPACE SLAB ELEV.
MIN. 8.25')
5' UNSUITABLE SOIL REMOVAL _
EXISTING 4 BR
DWELLING
(TO BE REMOVED AND REPLACED)
EXISTING FIRST FL.
ELEV. = 9.4'
R AH -I MW \
/ • (LEC) (DOE) /
PROP.
DRIVEWAY
5
QS70N\E` / <L �P /
�0, /
66PAVED
/ \ IVEOgp
Cr
G /
�4Y -Z, PCO
%����:. '•s) � 1� �\ /QPM ,( \��Q�.
NIX
/
PROPOSED 4 BR SEPTIC SYSTEM TO
CONSIST OF A TITLE 5 COMPLIANT 1500
OP. RET. )NALL GALLON SEPTIC TANK, DBOX, AND A
TW 602 SF LEACH FIELD, BASE OF WHICH
= s.o'
(DES,•BY�THERS) IS 5' ABOVE HIGH GROUNDWATER.
FINAL GRADE OVER SAS TO BE ELEV.
10.0 -9.5' VARIES
BICE # 09-130
BENCHMARK: C. BASIN AT
ELEVATION 4.95' NGVD29
MANUFACTURERS SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
NOTE: 5003 GAL RESERVE
PROVIDED 81 PC
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 7.2' '
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE UNE
ZABEL FILTER
FLOAT SWITCH ALARM ON (A1 Do) 14' TEE SLOPE TO DRAIN BACK
OUTLET TEE W/'.x SION WEEP HOLE
SETTINGS: PUMP ON 1500 GAL. MI . CHECK VALVE
THIS SIDE
5" WORKING RANGE 6" OF BAFFLE MYERS SRM 4
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12 SYSTEM (OR EQUAL)
4 DOSES PER DAY, AT 110 GAL. PER o �� �� � �� (ON BLOCK)
DOSE (5" WORKING RANGE)
8" BAFFLE
2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA PE, PLS SE1805
WITNESS: AMY VON HONE RS, CHO
DATE: JULY 1, 2009
PERC. RATE _ < 2 MIN/INCH
CLASS i SOILS
4 ELEV.
0" 7.0' 0" V 7.0'
FILL FILL
3" LOAM 3" LOAM
THEN SAND THEN SAND
24" 24"
A LS A LS
27" 10YR 3/2 27" 10YR 3/2
B LS B LS
42" 10YR 5/6 3.5' 42„ 10YR 5/6 3.5'
PERC Cl C1
BOTT. AT
52", 24
GAL IN
9:30 M/C S M/C S
< 2 MIN/INCH
GROUNDWATER DEPTH 56.4" 2.5 Y 7/3 p2.5 Y 7/3
el. 2.3' BUT TIDALLY INFLUENCED _ EL. 2.3'
SEE BELOW
120" I I -3.0 120" 1 -3.0
NOTE: MONITORING WELL
OVER LUNAR- CYCLE EL. 2.5
TIDALLY INFLUENCED- USE 2.5 NGVD29 AS ADJUSTED HIGH GROUNDWATER ELEVATION
(AUTOMATED MONITORING WELL SET, AND READ114GS TAKEN OVER NEW MOON CYCLE
DURING HIGHEST TIDES OF JUNE)
4" DIA PERF. INSP.
PORT TO
SAND
AT BOTTOM OF
LIMIT AROUND LEACHING FIELD
LEACHING FIELD. 4"
THREADED
CAP,
SCH40 PVC
/
THREADED CAP TO
II II/
OF FINISH
222,
2% MIN.
FINISH
GRADE
Y
LOAM AND
-W-
WATER LINE
/
\
+ SEED
Iv i
12" 3'
MAX.
MIN.
MIRAFI 140N FABRIC
OR 2" PEASTONE
10" MIN. y
DIST. 4'
SITE
PLAN
\
\
Scale: 1 "= 20'
0 10 20
30 40 50 FEET
NOTE: NO INCREASE IN
TITLE 5 DESIGN
FLOW, NOT "NEW CONSTRUCTION" UNDER TITLE 5.
VARIANCES REQUESTED
UNDER
MAXIMUM
FEASIBLE COMPLIANCE 15.405:
(ta) LEACHING FIELD
TO BE
LOCATED
7.5' FROM LOT LINE (10' REQUIRED) VARIANCE OF 2.5' REQUESTED
(1f) LEACHING FIELD
TO BE
LOCATED
25' FROM DRAIN WHICH MAY INTERCEPT HIGH GROUNDWATER- 50'
REQ. 25' VARIANCE REQUESTED, WALL/LINER
PROVIDED
VARIANCE TO LOCAL BOARD OF HEALTH
REGULATIONS REG. 3.7:
LEACHING AREA TO BE
70.4'
FROM COASTAL BANK, 100' REQUIRED, 29.6' VARIANCE REQUESTED
BICE # 09-130
BENCHMARK: C. BASIN AT
ELEVATION 4.95' NGVD29
MANUFACTURERS SPECIFICATIONS FOR
PROPER FILTER INSTALLATION
NOTE: 5003 GAL RESERVE
PROVIDED 81 PC
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 7.2' '
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE UNE
ZABEL FILTER
FLOAT SWITCH ALARM ON (A1 Do) 14' TEE SLOPE TO DRAIN BACK
OUTLET TEE W/'.x SION WEEP HOLE
SETTINGS: PUMP ON 1500 GAL. MI . CHECK VALVE
THIS SIDE
5" WORKING RANGE 6" OF BAFFLE MYERS SRM 4
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12 SYSTEM (OR EQUAL)
4 DOSES PER DAY, AT 110 GAL. PER o �� �� � �� (ON BLOCK)
DOSE (5" WORKING RANGE)
8" BAFFLE
2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA PE, PLS SE1805
WITNESS: AMY VON HONE RS, CHO
DATE: JULY 1, 2009
PERC. RATE _ < 2 MIN/INCH
CLASS i SOILS
4 ELEV.
0" 7.0' 0" V 7.0'
FILL FILL
3" LOAM 3" LOAM
THEN SAND THEN SAND
24" 24"
A LS A LS
27" 10YR 3/2 27" 10YR 3/2
B LS B LS
42" 10YR 5/6 3.5' 42„ 10YR 5/6 3.5'
PERC Cl C1
BOTT. AT
52", 24
GAL IN
9:30 M/C S M/C S
< 2 MIN/INCH
GROUNDWATER DEPTH 56.4" 2.5 Y 7/3 p2.5 Y 7/3
el. 2.3' BUT TIDALLY INFLUENCED _ EL. 2.3'
SEE BELOW
120" I I -3.0 120" 1 -3.0
NOTE: MONITORING WELL
OVER LUNAR- CYCLE EL. 2.5
TIDALLY INFLUENCED- USE 2.5 NGVD29 AS ADJUSTED HIGH GROUNDWATER ELEVATION
(AUTOMATED MONITORING WELL SET, AND READ114GS TAKEN OVER NEW MOON CYCLE
DURING HIGHEST TIDES OF JUNE)
4" DIA PERF. INSP.
PORT TO
SAND
AT BOTTOM OF
EXIST. SPOT ELEV.
LEACHING FIELD. 4"
THREADED
CAP,
SCH40 PVC
TTH11
THREADED CAP TO
WITHIN 3
OF FINISH
222,
2% MIN.
FINISH
GRADE
\GRADE
\
LOAM AND
-W-
WATER LINE
-X-
\
+ SEED
Iv i
12" 3'
MAX.
MIN.
MIRAFI 140N FABRIC
OR 2" PEASTONE
10" MIN. y
DIST. 4'
o
5' MIN. --►I
jl 3/4" T 1 1/2" DOUBLE
ADJ.
WASHED STONE (NO FINES)
-
GROUNDWATER
5' MIN. UNSUITABLE CROSS SECTION VIEW
SOIL REMOVAL
WHERE SPECIFIED
DEPTH PER SOIL LOGS
LEACHING FIEL, TYPICAL DETAIL
NOf TO SCALE
TH OF MgSS.F�F `?n"Ss
DANIEL A. .cr IE)_
o OJALAfi A.
CIVIL OJALA
No 409 -
P PO a
I� �`�c GRS TERM �•ry 10 �� - '\
DATE DANIEL A. OJALA, P.E., P.L.S.
off 508-362-4541
fax 508-362-9880
downcope.com
dawn cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
e
Lewis Bay
h
Rpdo
Road
551ood
c�fP G1ea
��pol Nantucket
Sound
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 14 PARCEL 3
DATUM: NGVD
LOCUS IS WITHIN FEMA FLOOD ZONE B &
Al2 ELEV. 10 AS SHOWN ON COMMUNITY
PANEL #250015 0005 D DATED JULY 2,
1992
(NOTE: ELEVATIONS, BASED ON NGVD,
INDICATE ENTIRE SITE IS WITHIN THE 100
YEAR FLOOD ELEVATION)
WETLAND RESOURCE AREAS FLAGGED BY
LEC ENVIRONMENTAL CONSULTANTS, INC.
ZONING SUMMARY
ZONING DISTRICT: R-25
MIN. LOT SIZE 25,000 S.F.
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
MIN. REAR SETBACK 20'
MAX. LOT COVERAGE: 25%
UPLAND AREA (TO C. BANK) = 12745 SF
PROP. LOT COVERAGE: 23.8%
SITE IS LOCATED WITHIN AP DISTRICT
REFERENCES
CTF 139728
LCP 14426H, LOT 80
LEGEND
---99--
EXISTING CONTOUR
X 99"
EXIST. SPOT ELEV.
9B
PROPOSED CONTOUR
(98.4]
PROPOSED SPOT EL.
TTH11
TEST HOLE
222,
SLOPE OF GROUND
CO-)
UTILITY POLE
y�
Y
FIRE HYDRANT
-W-
WATER LINE
-X-
FENCE LINE
LOT LINE
POST LIGHT
NOTE NOT ALL SYMBDLS MAY APPEAR M DRAWING
Y01-tP011 1 111P1101 IIhppTtlpent
SITE PLAN
SHOWING PROPOSED DWELLING
AT
355 GREAT ISLAND ROAD
WEST YARMOUTH
PREPARED FOR
B. RODOALPH &
M. MICOZZI
JUNE 12, 2009
REV. JULY 1, 2009 (TH LOGS ETC.)
REV. JULY 14, 2009 (FLOODZONES, ETC.)
REV AUG. 10, 2009 (CRAWLSP. ELEV.) -OR-G-474
REV AUG. 18, 2009 (HEALTH DEPT. NOTES) -Ohs -8 •j•{7 fr
REV AUG. 24, 2009 (FRONT STEPS) - 6K -
REV.
K -REV. SEPT. 15, 2009 (LOT COV.)
REV. SEPT. 22, 2009 (T.W. EL)
Scale: 1 "= 20'
0 10 20 30 40 50 FEET