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ISSUE DATE
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NOTE: SHEET NO.
BEFORE YOU DIG I THE DATA GIVEN ON THESE PLANS IS BELIEVE®
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50 0 25 50 100 CALL TOLL FREE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
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1-800-652-4949 PRIOR TO CONSTRUCTION. IF A DISCREPANCY
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1 a a"-mSy4h •rb �k Stic ,.+'•t4a1 4K1u.. �/ fir' ? \ k..-.a IS ASSOCIATED'WITH
� I: 4
/ '� \� :' / � ( / i � RESIDENTIAL CONSTRU471gN .. ,/ �
IJIVEOHO " I NZ�0.i
r
Vt v;
/ z
�oWya�zz
fJ t9 �0.L,EE L4
O �0�03= �
BLQW- UP ® a ov
1" = 2 0' 1" = 2 0' 1' = 301 1" = 6 0'
yfi =l'
d r
7 'WySr_�51�J�' iL d,^w'„r`�'{ 3�5�•'� � � S p�' � Iv
\ /
,�,_,�.�.- "_"_'�- tf'a+'7 Hl s2�t;�� �"' "fie:i�i•r� �' sdn r ,''/� � '•�� 0�
404
OU4 18" CULVERT " r`�f / I✓ \Ise BRIDGE END WALL
FILL AREA #8 78 SQ.FT O� �..... etJf s / 4 k � l h S a t tf f r v v 1 ry
7 � Jr I
FILL AREA #7 200 SQ.FT \ ? v I°` \� ` 4 F' FILL AREA #9 761 SQ.FT.
1 Skr`,a
�al,+�, ,� U ,.-• ��, \{J F.. "i'_.�, �.' �,/� .�•r 1,: W
•r,�'r'k pt's�' ,c"d �(. VNE �- ,+. - �.+ efJ FILL AREA ¢d,8 1,770 SQ.FT. ,,{•' ,. ' F—
AAda, . '•' *��?�!` Y :+ '"`}k 4r 1 o-r
�4
/
404 LINE
7
�,.,4�''a�,e�a... _ .,4a;"&�� �� b?^ F,J z- ws' fi``� �f 3 �— ;, •'�-�..0�.,' �ra..��� �i-
�J k,t f,kw7 a`r= il�'� .�zz�. �F,��.-a �, } S 's -"•',. n. 2 �"r �"'ti.l;^` 'd/ 19
st. ?' 3.a.�' ",* �,.•: Jr
i•5t .: i w `~;*'\.�a:.F^�,"?^'"t 'n+,"�'r { :.e`V°, _ -s :_-af�' t .y tr r \ •�i J{ '',. \::, 1..�:• •, e.x S" O
: ``� rf F Z
} S : / \ S =L
/ Ik'"k.'�,+ I� yA'�:»w / i r,' '•` ,SA 35?` ti+7����fi�� +' �r.7 ,t�• \ �S'� _ €•4
ab moo'! : :r r 3,^• �� z ha�7�✓ \ ' 1 �-.ks �/
SON , �� f 1 Z Z
.10
]BLOW UP - FTT_T_ AMA 6 13LOW 12 FILL AREA 7 BLOW UP - FILL AHEA 8 BLOW UP FIU "EA 9
1" = 10' 1" = 10' 1" = 20' 1" = 30' z
LEGEND: SCALES VARY)
...... EXISTING ASPHALT PAVEMENT
•:,'v l
L —1 LL
N e �i I ` \ r \\, O r Q
EXISTING NON—COASTAL 404 WETLANDS ZONE '
I_,k^ �i tl/ N = ELEVATEE3 WobD WALKWAY m
` EXISTING COASTAL WETLANDS L' ,'a• ��``
BUFFER ZONE IMPACT AREA
I;'
5 �3'ti 1
PROPOSED WETLAND FILIOR,
(PERMIT APPLIED FOR)
;.q . .. WETLAND PRESERVATION/ \ 41 ' oA �-
rr e� MITIGATION AREA — 5.0 ACRES j
Y \ tl�, a» dx 4 APPROACH V?
I
s
$ e' PROPOSED CONCRETE PAVEMENT �x * ' // / `" f' ( 10' K \ \i/
FILL AREA #10 1,222 SQ.FT. ,
f
18" DIA, CULVERT � \ a
BUFFIEIR ZONE IMPACTS 1
ZONE 1 IMPACTS (BOAT RAMP AND TURN—AROUND): TOTAL- 1a SOXT.
\ ���'yr' �'$1''Se;Sri' s � / � /•..,' - \'.^' '`` O � \ \ (^' './
ZONE 2 IMPACTS: TOTAL' 5134 SQ.Fi: y
I \
° BUFFER ZONE IMPACTS / \
BOAT RAMP APPROACH: 3,241 SQ.FT. , , � z ,k. � w,' / ZONE 1: 1,484 SQ.FT. \
7 ,w• .> 1 �1
F
�s a
� � ':ZONE 2• 3,241 SQ.FT 1 t _ rl •
OTHER ROAD: 393 SQ FT. �y� 4 � �, ; BOAT I: I �, \ \\ COMMISSION N0.
& RAMP / \
LOT 21 RESIDENTIAL: 1,500 SQ.FT. tik / / / l � \�'�'`
SECTION 4O4 WETLAND IMCT AREA TOTAL 21,422 SQ.M 0.5 ACRES DESIGNED BY
PA
( >
AREA 1 3,592 SQ.FT. (0.082 ACRES) / PIER
AREA 2 212 SQ.FT. (0.005 ACRES) 18" CULVERT / AZ
I �r DRAM BY
\, / \, t„ / ASPHALT OR GRAVEL
AREA 3 130 SQ.FT. (0.003 ACRES) �! �'' �'' �, ae` WALKWAY ON GRADE CHECKED BY
AREA 4 2,923 SQ.FT. (0.067 ACRES) -{_
a P FlLL AREA #11 887 SQ.Ff. I :°` D
AREA 5 ( 9,647 SQ.FT. (0.221 ACRES) °� y� / s ISSUE DATE
AREA 6 78 SQ.FT. (0.002 ACRES) �' � ' / �oP // 12-3-0
AREA 7 200 SQ.FT. (0.005 ACRES) z
AREA 8 1,770 SQ.FT. (0.041 ACRES) / = � '� y* 2 SHEET NO.
AREA 9 761 SQ.FT. (0.017 ACRES) :!
AREA 10 1 1,222 SQ.FT. (0.028 ACRES)
AREA 11 ( 887 SQ.FT. (0.020 ACRES)
BLOW UP - FILL AREA 10 L 11 BLOW UP - TRAM
1 ft = 20' 1" = 40' 1" = 30'
DRAWING FILE: P05089—coma
OF 4- SHEETS
PLAT SCALE: 1°°=50'
Z} i
u°t► s Z W
8 �cL f� Off!N
� N^O
8'—'I PROPOSED V # N N
IMPACT GRADE 0AREA
2X6 DECKING 2
W � v
2X6 JOIST 0.4 CCA ti a Z N '� X cr
15
CULVERT
ON o=
WETLAND La
4 x8 x10 WHALE 2x6 GIRDER �. ag n M
EXf5n/d5
R 88
SUBSTRATE
a NTS
z a
M
3.0
O
W® La
If
Z Ix c
LLJ
NWL 0.0' WOOD PILE 5 j o
TYP. NWL 0.0' )n NWL 0.O' I Z Z a
LLJ
U Q
" 99 3.5' —
WOOD NTS
PluNcs *STRUCTURAL DESIGN BY OTHERS PROPOSED
IMPACT
SUBSTRATE STR ATE IMPACT AREA F--
AREA
— CULVERT
6R o
NTS
SUM An BOAT ljf7 151ECTIQ SECTION "B-B
DESIGN BY LSI MARINE CONTRACTORS O 0 O o
*STRUCTURAL DESIGN BY OTHERS
��� O3W
a ci wor12,=oq' 5
-•� BACKFILL oo n o o a o S rn
Z
WOOD a W ix �(Nwmg
GR ( PILINGS I o IMPACT GRADE O8 NoN�wp �zoa
PROPOSED
QU{y AREA = �'PP z
0 rLawLLoa oF`,`
OssO
FILTER CLOTH 4.01 — — —. _ ---�.,— o _ a o?zd
MAX — m
gpCK 1= �X/5nl�5 " = o�=� � s
NWL �0 FT ASL 9a » s>z4r �_s g z
025' a0.5 SEMONC®
NTS
PIER SECTION
DEADMAN NTS
*STRUCTURAL DESIGN BY OTHERS
WOOD PILES AND SHEETING
TYPICAL SECTION OF BULEHEAD
PROPOSED IMPACT �? w w O
IMPACT IMPACT GRADE AREA U)
16' NTS AREA
*STRUCTURAL DESIGN BY OTHERS v v w
OPEN/SCREENED SHELTER
—a G'
- - -
�- CULVERT --- --- �'�' ••.•_ �• __ CULVERT Q 0
— �FX/5nAF5
aLu
a.
a a
w w
v1 to
._.. s s
SECTION 89 99 PROPOSED
GRADE00
S S-, = T " IMPACT 0 OD
ALE NTS AREA ri Q
N N
WOOD PILE _NWL D_OlyAL
= 10 �_�YrSnxs •-
UBStRATE
IMPACT 6R4!)F
OD`SEE IPILE AREA 89 98 N Z
PROPOSED SECjjQN
GRADE
PIER AND GAZIEBO CROSS-SIECTION
NTS —
NTS — — a
E �Fwsnx6 z
*STRUCTURAL DESIGN BY OTHERS , SECT TLON a9
Q
NTS U
Z
PROPOSED BRIDGE
SEM L TH S SHE
T—affiER FREE STANDING SLOTTED BR R Ens (DESIGN BIY OTHERS)ET
11rPROPOSED
BULKHEAD WITH DEADMEN AND BACKFIH NTS
GRADE
ADJACENT TO UPLANDS *STRUCTURAL DESIGN BY OTHERS
IMPACT PROPOSED
AREA GRADE
q 0� FREE-STANDING CULVERT ��05nAr IMPACT 6�ADE
MAX. SLOTTED BREAKWATER � !8 5T1.4DE alpaCTION !9 ag AREA Z
IN FRONT OF WETLANDS SUMN
1.0' NTS NTS O
-NWL -0 FT ASL ( OADWAY RIVEWAY DW ELEV. V
i ® CL-0.7'
1/4M Per ft Lt
a Per{ 1 P�ft' RAIL
Q
j D 1 BULKHEAD WETLAND IMPACTS m
wHALERs PROPOSED
�3. 'o? IMPACT GRADE
12" RCP
DITCH INV. 11L AL a AREA
0 CL-1.35' --
INV. 0 CL-1.85' - ' -- -- -�
*"CL" IN THE DIAGRAM ABOVE REFERS ._ cuLVERT �Fx/snnr6
TO CENTERLINE ROAD ELEVATION. 404 WETLANDS 99
ON SECTI
®I SECTION 404 WETLAND IMPACT CROSS-SECTIONS
EUX-SUPPORTED BRIDGE
NTS "A-A" THROUGH "I-1" AS INDICATED ON SHEET 3 OF 4
DRIVEWAYTYPICAL
OVER SECTIO 'WE
GAPS TO MAINTAIN N.T.S.
HYDOLOGIC CONNECTION
N.T.S.
TIMBER BULKHEAD/BREAKWATER PROFHZ Q
m
NTS PROPOSED ROAD
*STRUCTURAL DESIGN BY OTHERS
40.0'
NOTE: _ - „ _ _ MI_ = FISTIG GRA[7E ED RAMP SURFACE 20.0' RAMP BELOW NWL COMMISSION N0.
BREAKWATER TO HAVE 5 FT. OPENINGS EVERY 100 LN.FT. - - _ WATERLINE P05089
I''C R MR BROOM FINISH DESIGNED BY
D
.. . �• . DRAY�I BY
TIMBER BOLTS (TYP)
4" CRUSH RUN 1,` AZ
PILE 4-#4 REBAR o .'as CHECKEDBY
N.T.S.
D
z ISSUE DATE
8" CRUSH 11/11/0
SHEETPILE RUN
1/2" GAP
PER 6" BOAT RAMP AND APPROACH 9a 89 SHEET NO.
FREE—STANDINGPLAN VIEW OF NTS NOTES:
BREAKWATER IN LOCATION OF WETLANDS *STRUCTURAL DESIGN BY OTHERS 1. DRAWINGS NOT TO BE USED FOR CONSTRUCTION PURPOSES
2. PILING DEPTHS AND DEADMAN SIZING TO BE DETERMINED BY
NTS GEOTECHNICAL INVESTIGATIONS AND STRUCTURAL DESIGN RECOMMENDATIONS
*STRUCTURAL DESIGN BY OTHERS
DRAWING FILE: P05089-cama
PLOT SCALE: 1"-50° ®� SHEETS)
. COURSE BEARING DISTANCE
COURSE 13E G- bjsf'ANC�`
ARI� BEARIN6 DISTANCE
CI TO C2 S 78'54'32'W 5 2.4 T�' HI TO �H2 '.:N 66"4'6'OV.W '5:
C2 TO C3 S '87*59'06�W H2 S 7'98' DI'-TO D� S 5O"5813V!w. 64.36'
79.'IO'I.2`W
'10 4 s13'3 IJ2 JO -b3 S. 56,76'
C3 TO C4 N 51'20'48'W 4 9,19' 1b.:H4 - S 83'14"34"W
P3 TO D4 66!;R6,2J;w I I 1<;,cER,TIIFfjI ------7-�
83.34' TRAT 7
C 4 TO' C5 N 43. S
3-3,4.9,w 32.62 H4 'TO. H5- N 80'23'541 D4' TO D5
OF-ViEFTIA,
DIDS REG
: - - -
AS DETERMI
H 1C I, Cp
THIS DATE...':,-'.
.41THEREI&A 614AN�xg,i A H/
11 1 ,TION
C7 TO C8 S 36'0.9*24'.W M.52' H7. 70. 118. N .56'38 1 2 TO D8, S, 66'*04'.44'W 71,63' dF 'DRAWN FR VI
I -
'24'W. 34,84" TO: H6 N 20*11'251'E '20.90'� '-5I**55'I9-'W- ". :**.it - *
C5 TO C6 N 65*57 H5 w, N 59*57'17*��/ 71.38' Copy OF Tkib kAT f0tzr�hFijts�
D5 TO, D6 S N404'OF*THF
C6-. TO C7 N 8143W37'W 5L]q, H6 T[)'�117 N 80-45'16'W 5LOO" D6 TO D7. N,33*02'49'\� 4M3' u WATER ACT
'46 w A 3
D
I HIS DETERMINA' CTjO 0M. AN ACT I LAND- �URVEY ,
C8 JO C9 S 25'53W�W .44.05'. H8,T0 H9 S 73".5910-1W 42,25' 51,86� FONOF*S8c*ftON'4Q4 JU8)ST.1 LAL
D8 TO D9 N- 7!5'34'03'V 64.40' N MAY 8�REUE UPolq::, A-S..'SHOWN ON T14 USING
'-AS' THAT� THE E'RR
-.-ALCULATED
C9 JO CIO S 7A`27'24'W - 45,96, H9.TO HIO FOR A-PERIOD Not To-ExdEtb Five.(5�,vtARS- 1:10 C I,S''MAP AND
S 39'I0'Owjw D '
-09'23',W D9* TO DIO N.:--88.'40'56�W '. 56-06' u t:I I=POO I N A FROM Tks DIATEi' OR".01T
ILI;T�H8-196�-CoRps 011 W 13Y LATITUDES AND DEPARTURESj., L
(b EERS P., PARED IN
ACCO
V D � %qCE WITH G.S.
CLI TO C12 N �38`35'03"W 3 4.4 4' w 53 77' D11,TO D12' N-61*281i'91w 5 3.4 V D AL. 7NAT
CIO JO CII S' 19`0513W 49.25' .HIO TO_H1I- S SG DIO TO`.DIl -69.05'
"0 H12 S. F.0
b Q; ABOU HOWN "NO'
'09'43"jW_ IY12 �R AT! AS' AMEOE
C12 JO C13 S 17'49'OWV' 48.0W,
S .35 r
.HI2 TO H13 5 TO D13 /1-191W 70.52' � i IZ) OTH,,
C13 TO C14 S 57�56'09'.W OK w.'.UjS 47-30,
32' 4 7* -.39, THIS m
ON' .
AP
HAS.,-BE
CI-5 TO C16 S 69' H15 T'O. HI 6 T . :1
56,193' H14 TO H15 S 1'17'37'85E. -59-44' D14 TO D15 W 08'58'42'W 66.78' (" 1.) s
C14 TO C15 S 77 .7'W HI.3 . ro HI 4 S '32-21,20.1w 48.76' D13 TO D14 N 66'37'34�'W 4 0.4 6' S
NES
AM ND -SEAL
'WIT Y% HA '
C-1 .1 41):
-16 'TO C17 N 35!05'30'W 4828'
.12!37'V 5 4-.71 S 56*09,11 lw 56.28' NCO N
.69AW' H16 TO H17 S t 66*41'59'1W
C17 TO C18 N �3'4�'36`.W 49.11'. H17 TO HI 8 -S 06,10,22,1w
Traz
C18 TO C19 N 55,oi,42'�/ 53,29' T
64.63' HIS,-TO H19. -S '�3�29'44E 46.50' Cb
1w
C19 TOtC20 S 77*11'03
'61,35,' H20 TO H21 S 27"48.'57 E 57.74" 329,73' DATE p
C20 TO C2.1. N -24-009'41'�4 '57.721 H19 TO H20 S 65*05'. 7.4 3'. P UNGO R IVER 00 L
C21 TO*C22. Q
N. 56 47':O�d 53.79' H21 TO H22- S 01*24`5 10
41
S 04*50"24'E q
59.-67!
7
P)
C22 TO C23 N w
C23 TO C24 32.G-7'
'N- 06*18'284E 4 7.72' H23- TO H24 S 44*26'23'W -
50-43' H22 'TO H23
0 45'27! 00.
C24 TO.C25 N 37'04'13'W 47 76' Q)to N'.
C25 T 0 C26 N,5O'4G`O7iIW 1141' '29-58,
.56' H24 'T H25 . S 16*55'57'W 4 3'
'A
H25 TO. H26 N
S 62*43"24'jW lo(,7
C26 TO C27 ' fz; ND
N 38*52'50'W 31-22' LIM' RIVER 7- A
AIA
C87 TO C28' N 31'�5'57'E� Z PA M-
51-40' H26, TO-H27' S' 00-18,45rE 31.62' S 50*58'31"W T 0
49.98' H27. 'TO; H28 N .79-14'48'IW INN, .�N
2.31,
C28-TO C29 N.81*3 4"41'E, 45:26'
C29 TO C30 -N -32*44'57'E W.
57.99' H28 TO :H29 N.SW�4'33 58,30' 1/t 87-14'29)!W
14
NE
R/ cr%
N 32
H2.9 TO H30 -S. 66*20'36' 2�
55,21'
1w . 38.95', 5
C31 TO Q-32. N 15'39'09�E 28,22, 6i.13' 9B.9B
C30 T 0 C31 N 50'54'52'W 65,85'-- H30 TO H31. N 50*3 w - �371o7vV
BULK '-H' EAD
-32 T 0 C33' H31 TO' H32 N 2.4*35'03"
C 74'86' 112.27,
368.70'
C33 TO C34 N 89"53t9'W 60-18;26'i�'! 4.64, 4
62,03' H32 'TO H33 W 0
N 34'48'30-V N 38*58�151W
'TO C-3 5,, N' 85*28'49"%V TO H35 N 50-03'25"E -4A'5 CO.
N 88"37"17"W H33 TO H34 W 7a'43!II11,Q 68.19' .10
C34
Z.
8.65'
' N 07*02'43'W IA35 TO. H36* N 56*52'52'�d 54,05' 50 A/%zo.
C,35 TO C36 56.93, 30.68'
C36 TO C37 N 29'
.54'53-E 48.96' H36 .TO LINE ru
N 76*01'44',,W z 0)
S;
C.)
LL U.
ICL Cp.
C37 TO C38 * N 53'28'17'W 72.23'
:0 Nct I
P38 -TO C39 N 57*44'56'E . 38.55'
EJ
63.09,
C3,9JO C40 S 44*51;25;E co
rt; "12. Lu cq Lu
C40 -TO C41 S 71*06iiOVE 64,75,
c
tx
C41- TO CIE. S 68-19'22-E -12.2 7' 1 to ctj z (L :�: .
W
.C42 TO C4-3 S 36'14.'02'W 4 2.32'
0
w.0
C43 'TO C-44 S 62-47'46'E (o 4r
p . . 1 .4 , j-.Q - - n
C 4.4 JO C45, N 82-12'31-E 33.1.3' v x
U,
-TO C46 N 4)
C45 71"17"WE 51.7.0'
47 n), -cb
0, C cb
.C46 T
C47 T N 59.14' .'-z" ..(a,
0 C48 N 42?11110,E
56.04'
4-
NN
49 'o
C48 To C N 034W3O'W
N
w
9
15�
S.R. 72
C50 TO -16'58;W 57.41' 50'
72,06'
C49 TO C50 N 13457'10' 70.12'
C51 N 70
0
C51' TO C52 N. 10*07'37�E 50,74' 09
N 8,9"-3O"4WE
C52 TO C53
37.78' lb L J:
S
C54 TO C55 '. N. 44-54"WE
7
56,54'
C.53, TO C54. S 49 30'25'E 83.62' 6�1 1z1_
e-
055 TO C56 N 31*50'53'E
C56 TO. C57 N,51*53'26�[ 68 33'
C57 TO C58
Z.
N 0717'3I'E 55:37' PCs
C58 TO C59 N 04'..44'08'E
io"
A 4.5 0'
�o _(tj
ru (IJ
A:)
C�
43.Qj
COURSE BEARING
DISTANCE
N 76*33'03'W
G4 TO 'G5 N 78 56137,v P�-V)I
G'3 TO *G4
w 72,49'
ip . .
** - , - T - - , , A
GVTO G2 60.810!
IN
. G2 TO �G3 N' 78'57'1.!'W 50,701 29.
N 38:38'4.9' 36'54'
J".
G5 TO.G6- 'S 24
J,A�N
G6 TO. G7 -18'58'W 2-712- v, tx CY
S48*-55!09'E 51.40' Oo*4,)
v,
G7, TO GS 01 _'?
57.6
G9 TO GIO Cb,
E- c�
'67,,'.31'58
� S '41'15'20'E
G6 TO' G9
w .
S 54646?11#E.�
30,86'
N E .6423'
33.40'
C-2 P. 4",
GIO 10 GI !� 6) . 0
N. 60'04'06'. 1E 41.46".LiNt co
ccou
LT
co 0
cr%
-c)
I- co
q� Z
COURSE- -* STANCE. ;"I Z`�) - 1-1� 1, - . . . I
Q
ru (t)
LINE To 12' N. 84*2CPOV
BEARING D I
18.60'
to
N
TO 13 -N 27'1'6'15'W __v
Z
59,54'
TO LINE N co 4�
13 20*.58'23"E '33.57'
4
�b
7>
)IM v
OjI.
BEAR NG DISTANCE:
Fl 'TO F2
COURSE
N 89?.5 57.80'
F2.10,F3 N-69t28IOWE 33.38' JI:
r
:F3'.*TE) 'F4 ro
S'67�36f34-'E
A
�12'
Q*
.'39'E 4�'
FA :-TO F5. N 81*47' '47.45'
�F5 TO, F6- S
34*02��30!E 38:99'
, N 40'04'5WV_.
,F7 TO FS'
F `47"W
.6 TO F7,- S 33*iS 45.23' f :V
86.28! 00 _i�. I . . . z
!Z
:F8 TO F9 S IW57"47'E
,Z)Ip-
FIO S-76'5 57.03'
F.9 TO FIO. N 73'373&'W'
FIl..TO 'FJ2 N COURSE BEARING
66,03' bISTANCE
50!I3!09,�'W-
COURSE -E
70' F C:�
F12 'TO F13 N,82*.I.G'5,7V - 24.65' '143 -
M1. Tb:�M2
VkiNG' DISTANd
M2 TO:
-1114 N,
M3.TO"
F.13 .14 N.39�26!14,!Q 18.96- .84 ,23,lo,w 6�1` I' -Ff- TO::'E2 6-3.38t
F14 TO FIS N l6*43'55'W :36.64' N 27*5918fW. .4;3,48'
NJ
S 75*Q2'34'E: 42.86' '73.46;'
F15�.TO AYE E� TO'-tl S-0 'o
F1 56.6,7' M4 TO M5, N,20*54' 3*44"�S'E
E3 TO' E4. N :8,4*45�0,91W
M� T 0 MG N 12* Ip
M6
70.43" E4* TO E5- N 'b6'26.`5l;V'
- TO� 117 N 770,09!4WE E5� TO--E6
M7 --TO M8
7
S 74-27'*5VE 73.5W'* 78,80
-6 T
M8TO 'M9 - S '8 5.-P-"4'4 7"E -.0 E7 64,78'
E7 -ES
.0
:N"74-66"43�E N .71
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