SW7011204_APPROVED PLANS_20011221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
I/qa
YYYYMMDD

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NTS
GRAY PROPERTY 2202 L.L.0
PROPERTY
DITCH INV = 7.1 BITCH INV = 4.
r
•
• &71 - 7,36 . 6.52 ,
-,x.as •1z.7e •8.70 •z"S S 71'03'51" E 596.44' •6,92
g•5 - �> EXISTING DITCH TO REMAIN -
yi1.1, -10.35 10 • 9.10 • 8.73 9 10
t� 1 a.o0 if ' 3Q.S2 • 10. 5 9 •5.44
0
1Y � D.Do 10.00
- 9.71
0 F -o Mo-ol
RANCH DRIVE RANCH DRIVE
.47 STA. 2+28.76 "939 STA. 3+61.48 RANCH DRIVE w D•DD DOVA OF
CHAMBERS TIMBER TRAIL CURB INLET #1 -1.7 STA. 3+61,48 4 ¢ RANCH DRIVE RANCH DRIVE , ELIZABETH CITY LLC
PROPERTY a ' 9•6 STA. 0+00 RIM ELEV = 8.50 CL ELEV = 8.53 a STA. 5+71,01 STA. 7+09.13 -9.51 - s.02
ssa •s.6 1 CL ELEV. = 9.08 INV ELEV = 6.83 12" CMP 23 LF HIGH POINT •y. CL ELEV = $.61 1D•flo `O Qy PROPERTY
V. SMH #2 9.D5•TC INV. IN = 6.83 CL ELEV = 9.18 10 .
RIM ELEV = 9.08 8.50 TC INV. OUT = 6.73 1
INSTALL TEMPORARY GRAVEL r, 1 D. 5D • 9.31 9.15 TC
CONSTRUCTION ENTANCE. - 8.50 TC INLETCURB ,
(SEE DETAIL) 3400 4ff1O ©, 9 SL E 5tU7 .: c3 - 2 ELEV
21 LF p
RANCH DRIVE s1 =9.36 F OD G f 6t 0.3>% SLOPE r SILT
2 -•--- -F INV. IN = 6.10
FP -RC = 1+29.87 0 0,44 u! 1-
• .31� .r�sE s® INV. OUT = 6.D0
STA. 0+00 ,,� r• 0 34% P i f
CL ELEV. = ±10.4325' 8C) `L .31 FENCE
MATCH EXISTING _ _.___._ d • 9.sQ I D
y�
a
0.40 TC PT 8.50 TC RANCH DRIVE�k ?� ~ �a
- 7.3a • s.3a .gt�glo =�'� 1 I E W ¢ STA. 3+61.48 9.15 TC (` n 50 - .6�y` EARTH WEIR Wit:
,^ . - 7:79--- - ----p-,woo sa CURB INLET 2 i''1 -__ 4pt.o _T
s - 9.47 c� # 12" CMP 380 LF t 1 / jf •� 2'O , OUTFLOW
qb HIGH POINT RIM ELEV = 8.50\\ / I �0 7.
O=�O 9.00 TC IN IN = 6.73 i\k, 4`. r' 1n
.4,26 (SEE DETAIL) s
TBM-PK NAIL IN ROAD 2 9.05 TC 1 o•Do INV ELEV = 6.73 "9.27 INV. OUT = 6.10 SMH r ,i' y.-
• 1a.4s DETENTION
Grl1p V fIC� ��� �Q as #4
ELEV. = 10.28 1n `�'• r� %
PC = Q! 93.35 16 V. r�� POND AREA f ! i '' ; q
RIM ELEV = 8.61 �;� , J Q � ADRIENNE BUNDY
®©.25 •9.79� O z _ PROPERY
-- �s5' � - ��- - -•-�� = 20 � __ ,f _
•s.QQ _ 10.40 TC SMH #1 8.40 TC O O ��\\\ _ 23 0
RIM ELEV = 10.07 8.50 TC \t\�- t / '
PC 0*00 DITCH o 1 D.DD 10.D0 1 D.00 - -.
TIMBER TRAIL INV. = 8.00 n -a84 ! `� 30 ,•!i o
EX. 15" CMP STA. 1+27.06 PROPOSED DITCH 0 D.3% SLOPE
INV IN = 7.62 LOW POINT INV. H 6.20
� i r
INV OUT = 7.64Y CL ELEV = 813 i8 �� f i ; . oc�
REYNOLDS
PROPERTY
D.B. 620, P. 36
•9 5
DITCH INV = 8,10 4 .10
LESLIE W. LANE
D.B. 480, P. 308
GRAPHIC SCALE
60 D 30 60 120 240
( IN FEET )
1 inch = 60 M
21
PT = 1454.73
� o. oo Iltt�
TIMBER TRAIL
STA. 2+82.56
CL ELEV. = 9,31
.96
. � H
� w
I8 RIM ELEV = 8.84
9
10.00(17
• &$,
1 o. oD
9�
- 9.25
PROPOSED CURB
�;.
TURNOUT (SEE DETAIL) N67-36'oo-w $58,50• .52 � - x
ROPOSED FLUME 4.67
;EE DETAIL)
�OOQz
• 9.68 !/11..
A
HERMAN L. COX, SR.
PROPERTY +
D.B. 341, P. 415 !!
WESLEY TAFT HEIRS
_ &45
I!47
DITCH INV = 7.76�
MICHAEL A. TAFT
D.B. 479, P. 510
.32
- 4.78
COOPER
PROPERTY
3
(naF � �Ox 117 1 �Im�-�- SV�/ Zv
SWE DATA
1. OWNER/DEVELOPER:
TIDELAND DEVELOPMENT CORPORATION
857 HALSTEAD BOULEVARD
ELIZABETH CITY, NC 27909
[phone]
2. PROPERTY IS ZONED: R-10
3. THIS PROPERTY IS LOCATED IN FLOOD
HAZARD ZONES A, & C , ACCORDING TO
FEMA MAP 370185 0004 D. DATED
AUGUST 5, 1985.
4. NUMBER OF LOTS: 21
5, TOTAL DISTURBED AREA: 7.17 AC
DISTURBED AREA INCLUDES ENTIRE
SITE EXCEPT FOR 1.24 AC. OF SWAMP.
6. TOTAL IMPERVIOUS AREA: 3.06 AC
PERCENT IMPERVIOUS = 36.39%
7. AREA TO BE SUBDIVIDED: 8.41 ACRES
8. LINEAR FOOTAGE OF STREETS:
RANCH DRIVE: 709.13 LF
TIMBER TRAIL- 282.56 LF
9. THERE IS A 10' UTILITY EASEMENT ALONG THE
FRONT OF ALL LOTS.
10. STORMWATER DISCHARGES TO KNOBBS CREEK.
11. ALL STORM DRAINAGE PIPE SHALL BE FULLY
BITUMINOUS COATED.
12. SMALLEST LOT = 10,000 SF
13. SOIL TYPES ON SITE:
SEABROOK, LFS
DOROVAN: SWAMP
DRAGSTON: VFSL
NIMNO: FSL
14. ELEVATIONS ARE TIED TO NGVD.
�sARQIM Eft•'." _
,wA(3MUNT C(
UIVOM OF V 7
--
Stormwa`-c-r t -1 L;- I'tiu.
LFR UD
BENCH MARK
" 9.60
EXISTING GRADES
-10
EXISTING CONTOURS
CURB INLET
�■-■■y
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��■�
FABRIC DROP INLET PROTECTION
DRAINAGE FLOW
CHECK DAM
iS►
SEWER MANHOLE
PROPOSED DITCH/SWALE
- - - -• - - - -
EXISTING WETLAND
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED FINISH LOT
10.25
GRADE AT PROPOSED
DWELLING LOCATION
■ ■ ■ ■-
SILT FENCE
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CONSTRUCTION SEQUENCING
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED STREET,
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTENANCE THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
50'
RIGHT OF WAY
9' 2' 23' 2' 9'
SHOULDER CURB PAVEMENT CURB SHOUL
PER F7
RANCH DRIVE & TIMBER TRAIL
NTS
SURFACE. 2" 1-2 ASPHALT
BASE: 6" ABC STONE
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
RIM ELEV.
(SEE PLANS) 8"
G.I. F. & G. = R-3501-1N BY NEENAH FOUNDRY
COMPANY OR APPROVED EQUAL
—r-- WEIGHT = 400 LBS,
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
4 X 8 X 16 SOLID CMU'S
------------------
---------------------------
SEE PLANS FOR
CULVERT TYPE & SIZE
:- _... INV. IN.
SEE PLANS FOR SLOPE
3000 PSI CONCRETE FOOTING
NTS
i
EROSION CONTROL MEASURES
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPEGFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS,
SEEDING SCHEDULE
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
25" R
- - —� 6 1/2"
= p G
10
v 3/4" 7"
18" R y l
24"
�► o ®II VALLEY '07ER
NTS
UW CAL WC H DR SWALE
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
RIM ELEVATION
23 1/4-
CONCRETE CURB
1 / i
32 1/2-
23 1 /4"
NEENAH FOUNDRY COMPANY
INLET FOR ROLL TYPE CURB
ITEM # R-3501-N, OR
APPROVE EQUAL WEIGHT 400
LBS.
t1"
ROLL CUR : FRAME :GRATE
NTS
f
7 1 /4"
A, NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
RQPo�P�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
2" X 4" WOOD FRAME
i
U
2" X 4" STAKES
6" THICK - 3000 PSI
CONCRETE FLUME
5'
EARTH
�40@Gi �ANTS
Ld��l
GRA
NTS
NTS
ASPHALT
BASE COURSE
BURIED
WBRIC
TE
I. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL.
3. THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING.
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HERM AN
WESLEY
NOTE: ENTIRE DITCH SECTION SHALL
BE ON SUBDIVISION PROPERTY.
DflycH C�RD3 SEAM a6A
NTS
MAX. HEIGHT
1$"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
% FILTER
BACKFILL MINIMUM
8" GRAVEL OR
COMPACTED SOIL
MOM
2"X4"
14" e#POST
• ? 1s r'S'L` i
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC 8" `
CAPABLE OF MEETING 50LB/LIN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SOFT/MIN.
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS.
"V" TRENCH ----�
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
UNDISTURBED SOIL
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED
EARTH OR GRAVEL.
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
SlU FENCE
DEWL
SECTION
TOP
TOPTOp OF BANK
BOTTOM OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
N
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE W PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
c]�C�� DID DCD�
NTS
rye
SECTION A -A
EX. GRADE (t9.0)
1
Soe
6' VEGETATED SHELF
PERMANENT POOL ELEVATION = 6.00
1 SLOE
3.�
S<Q'QF
POND BOTTOM
ELEV. = 0.00
Wry ASH C M1033 SEC 77 ffl
NTS
SEWER PUMP STATION
RANCH DRIVE
STA. 0+10.41-38.5 R
v?
RIM ELEV = 9.50
Ld
o
INV IN = 1.73
^
SMH #2
00
3
SUMP = -3.25
N
TIMBER TRAIL
A
a
a
N
b'
STA. 0+00.00
�o
+
h
II
EXISTING SMH
RANCH DRIVE
DEPRESS WATERMAIN
AS NECESSARY TO
z
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z
SMH #1
RANCH DRIVE
N
U
RANCH DRIVE
STA. 2+28.81
II
II
!u
STA.-1+23.73
MAINTAIN 12" MIN.
a
STA. 0+41.38
Q
RIM ELEV = 9.08
W
RIM ELEV = 10.25
SEPERATION
x
RIM ELEV = 10.07
INV IN = 2.06
S
INV IN = 3.81
INSIDE DROP
Q
W
5
INV OUT = 6,05
z
S
a
PROPOSED 1,K CMP
S
a
EXISTING
o
0
INV OUT = 1.96
�
INV IN = 2.88
�
INV
1N 6.83
lk
SMH i93
RANCH DR.
z
w
_
INV 0 T .7 u zs
WV OUT 6.73
DRIVE RANCH
C D VE
12 ;
STA. 7+09.24
PROPOSED
E XISTING
=
RIM V 1
ELEV 8.6
f0
_...._..._
_.- ..._,.._._ ._.. __ .._.... . ,.___.
_
- it .� $
_.. ._
__.
CENTER LIN
GRADE
_..
_.._.. _. :...
_
__. _
i.
GROUND
. _. _
-
INV OUT 4.80
_ .. -_... _.. ....
._
_ . _...__...
4 -:
" C 300
0 412:
0 31X ;
` 0 41A'
EX, 6" WATERMAIN_ �`
WATERMAIN
EX.16
�- -� :._ . _ .
_ RMAIN _
... _._ .
_
PROPOSED 12 CMP TO DETENTION POND
ID
4 :
EX. 15 CMP
RANCH DRIVE
PROPOSED
180
2 PVC
STA. 0+00.00,
INV. IN = 7.62
FORCEMAIN
.- .... _ _.
INV OUT - 7.64
,VAYW ELEV
0.00
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-1+50 -1+00 -0+50 0+00 0*50
1+00 1+50 2+00 2t50 3f00 J+50 4+00 4+50 5+00 5+50 6+00 6+50 7.1.00
MICH DG°3 UE
SCALE: HORIZONTAL 1" = 60'
VERTICAL 1" = 6'
TO 2" BLOW
OFF ASSEMBLY
NTS
IY1011�� $'oX 19 I f �rm�t 20
RIP RAP PAD
TOP ELEV. = 6.20
PERMANENT
GRADE 20'
WATER SURFACE
ELEV. = 6.00
EARTH WEIR ACROSS
1
END OF FOREBAY
AREA
5
- -
3' �
a
L
MARSH VEGETATION
BOTTOM ELEV. = 3.00
BOTTOM ELEV. = 0.00
FD�E D D AREA CG DSS SECTDH
NTS
SECTION B-B
SMH #2
h
TIMBER TRAIL o
b
STA. 0+00.00
v
h
RANCH DRIVE
h
11
STA. 2+28.81
II
II
II
RIM ELEV = 9.08
W
SMH #4
INV IN = 3.81
�"
0
41
TIMBER TRAIL
INSIDE DROP
S
STA. 2+57.56
INV IN = 2.88
S
5
a
5
a
RIM ELEV = 8.8•
T = INV OU 2.78 a
INV OUT - U 4.84
12
. .
_.. PROPOSED
'.
CENTER LIN
GROUND
10
_ -. _ ._ GRADE
-900
RMAIN.34
U. 50
X
i
CONCRETE
PROPOSED 4" C-900 PVC WATERMAIN
FLUME
V
4
DAMN El"
0.00
vi
of di
%
06 0i
d1
of
of
m 0;
dim
di
of
m di
0100 Ot50 1+00 1+50 2+00 2*50
T�RAI BOUR M I
SCALE: HORIZONTAL 1" = 60'
VERTICAL 1" = 6'
TO 2" BLOW
OFF ASSEMBLY
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