HomeMy WebLinkAbout83-1845 - Boat Ramp & Parking Lota
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S-8.4 �, Sf hLi�"'� ONG4E�• u..,.-
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DR -13.6 N-8.4
ROAD145
'o E-6.1 (outfall)
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15, RCP BANK
S-8.4 SW -8.1 '
EXISTING
R-13.8
NIGH
1x5.7
x o.o
PAEVENiNlIEERM
5-6.5
GE OF
PROPOSED C N-8.6
STORMCFPTOR 450 .�`L 14.4
.--15.4
� APPROXI;1,fATc
Eo
MATCH PROPOSED
RIM s 14s C
12' HOPE INV. OUT a 111
�*��
i ` (
X15,6 15.4 1
r - TOWN LINE
PAVEMENT INTO EXISTING
48 15.8
0
DRAIN MANHOLE
PAVEMENT
14.6,/..4.4
'114.4 14.4 CB 3
14.4
P4� �Rt- i l
r ,,,,.
l
\
\\�\��\io\ 27 \ \
®S 12
R -N X X 15.3 \
7 N -N /A JA _ / ` 15.3
S -NIA X 15.0 n 15.
l r rj� x 14.0 E -PRP. 92 \ 15.2 15.3 / ® \ \ 2.2
COBBLESTONE \
APRON A \ 15.5X \
Ci ppFcO 13.5 3 A��jjON Rr/ 3\X�\ x14.9\\ ` {y Qn,
1953
n.9
�g5 �
'\ \\\\\ `\
13.1 R-12.7 13.iX , 16.1 \
5.2
--'' P!_80 / 16.4 '18.1 6�6' \ \\ ,2.0 X-5.8
X ��- / 13.0/ / 15.9 // ♦� 16.5,
12.9 2' O< X/ ,/ X /®� I \ \\\ \ \ \
MAP 102 PARCEL 7.1 I GALLEYS ®L / ♦ \ \\ \\\\\ \ ROCK REVETFdENT \ \
/� CySS LEACH 6"y N j % :/ / 17.2, \
N/ etc E 59p q JRP1hPGE DES 143- I X 16.0 2 r` 16.8 \ \ \ 1.9 PROPOSED \ \
KATHLEEN W. KENNEY 1 sD~ °' ' X o gLE� �- ER 17.3 X \\\ \ \ 1X1117 OF WORK
/ PfR / 2GG / � 18.0x SL F K \ -3.s \ �\ 3
434 HIGHBANK ROAD ,35 �i3.5 ,.� \
S. YARMOUTH, MA 02684 13.6 X / /13.a 6i / �j ns �' / P5O' 17., 1.4 \
/�V\'x -50 // / / / V \ V� �`\A V 0� `\50 -
®/A45J�� /�.r/ / '\ \ S/ \ \ \
14.1 � k \ \� \
X r7.4 WOOD STEP \ � \s \ '9J►
zo.o `ss _is.0 17.7 \ \ \ E�' x-4.8
17.4 HANDICAP
�/.19.1 �/ \ 1.7 \
9 GRANITE CONCRETE \ \ Y -3.j
17. / 1.. T r 7.9 V \
X 9 201 ` ® \ s UP #BOA STEPS \ \ \ \ \ ; 4,1 \ \ ®e
20.7 20.1 �` 18.0 \ \ \ 'Q\ X -4.7
X 18.2 \ \ y" \ X-5.2
LIMIT OF WORK / V r' r ``19.3 \ 17.9\1a �\ ��
x 20.9_ \ f 21.6 .i \ �� \ \ `' G \ $ \
-"7(21.2 `..\\ 20.3 (X17.9 i7.., 7'.0 \�� '`,8.10 FLOATING SILT BOOM \ , - -4.6 111, \6-5.1
--5
\ \
/ X19.7 PROPOSED 2' HIGH o t \
�X'�1.t I nMBER RETAINING WAIT �\ `\, \,. \
®/ / 22.0 / J PROPOSED 170P GF WALL EL- TDA' X 20.7 // 222 /12.1PROPOSED
/ /� X / ® LIMIT OF WORK SILT FENCE 7 t5.6 L 22'X110 BOAT RAMP
/ / n \ 7 ` I \2 RECONSTRUCTION1.\4
/ 22.1 ly1 9A
X20.8 193 .' 1 .0
-15
X21.8
- PROPOSED
2L
FLOAT GUIDE RLE (11P.)
72.5 /'LA / / / hi
X1.0 y C�mQ t., 0.8
®
"LY--
225 ®® / 19 8 % °' 5.2 ex 12.4 / 9 ,. 6.5 t�k- ���. 1 \®\ X-26 \ _
X 21.9 / �' // ,/, ``s. PROPO6FL �3
D \
WOOD
1.3 �� 6'X20 FLOATS .� Z \_ •�3 � ..
® p/ J ,2.3x 10. 9.7 \ ~� PfPRROP SED \ Lg \ \
' ` \®
® \ ✓ O / 1 10.5 l 10.0 \ CONCRETE WALKWAY \ J\ X -t.�
REPLANT SLOPE o 14.1 XSO.
X 23.7 ® / / WITH NATIVE SPECIES X •2 1 / /yam X 10_3 �s k \ \ \ \ x 1.5�
� 22.0' �5 �
23.0' / \��•- <l� l'"� /"' // + '3,0" X9.31-�\\�� x3.S \Myr �J� \
24.1
iX
i.7Up r ,1 =i7.D / / 1 �'- 10.9 10.3
�. E�r�'� 197 ��n �f io.0 9 10.2 \10.s x�\\\\
.�s TRAN9nON NTO / X 07 `mss' ® .0�\X3.7
\ FlMMM ENTRANCE I I, / 2 / �\
I ' 1 � � 7R�._ / �\ O 102 �� ` �`\\�\ ,4.9
1 ®l, /ti90.9 .� NV. EL 5. 9� 96 Y Q 1 \\ \\6 \ x 1.5
in _/ e ss„ t \ \�98\\
o. ° 1 10.a \; `
24.2 � � zz. zo.o las �n� � / .,,�/11.6 I ,moo to.a � \\ �
` / ` 11.6 15.4 LEACHING RECHARGE BASIN X / ® /g.5 J2�
I (20.5 / ,g/ ; 59.5LX 45.6 W. X 20471 RT PARI !Nr / \ X
X\ 1 '! CULTEC C-100 HD
(70 UNITS) �IJ�S} l aU„/ 13.1 pRpPpSED
PROPOSED / {'' �J 9.6 9.0 C 3 9.6 I 1 i , LVOT OF WORK k SILT FETICE
/ 6, � GRAtBTE g1RB 92.2 � :� 9"'a ; 4.271
.2
'C 18.0 18.9 1 NSPEC710N POR `' ` s `' , 2' HDPE TTP. .4 / 10.8 „ x 3.0 X 7.8
93
•7. (12. � SEE DE7AI -� CB 2 J ( d � /� / /
/ -;r;z 1s.1 ®
MAP 102 PARCEL 9.\ ) ar ,NG ,WEA (Trn) / 1I //��
N�F In.a 'a �, \� 1z. ai k ce t ,o. / ` 4.6
TRIPP FAMILY TRUST / s x 1®� s 4 "x s.,
0.0 STORMCEPTOR 450 Vii;
NANCY K. TRIPP TRUSTEE \\ ° G
�(q 'ds I •. i �" .:.f " � J RIM s 9.4 J /
16.0 1 �Xf3. YNV.OUT=666
8 PATTEE ROAD o 2 11.7 I 1. 1os TDs
HARVARD, MA 01451-1337 `' ns �v4.�i3.° y� / y 10.0 to z, Vj
DIRT DP.i`JE 14. I - '� �/ 4.9 / /
�g, i Bm (TWA.)511 LF12161
OF .3 \X _ 11.0:%
11771
5 ✓ / ,s'�'� /
a= �f 5.0
12.2 S L5 J
IL9 x xPD
\t�•:; \ i ;, - k ..11.5 'C� � // /
126 (0) �' J,.> nF _' 1 .5�� !/�� .4.9 / PYX•
.` R �\ 11.7 - \ \ / /' / �'•
17.2 - 1 x,2.1 �, 1, 9
_ •� i �" � � N �'`x_9
\ \ \ 12._ 12.0
BENCHMARK: TOP OF SPK
n.s M.L.W. DATUM
s \ 120 k L /// ' WOOD STEPS
1s.� aicM BE
MITT CF pT0WryORK RECONSTRUCTED
/
L
PLAN
1 inch a 20 !L
x 1.8
4.9
r /
2.0 MARSH
' LIMIT OFPROPOSED w T FENCE / / GRASS
X142.1
/
/7
GRASS
NOTES
KEY MAP
NO SCALE
EXOT
OASTAL
NGINEERING
wG,
I OMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
FRESH
POND
YARMOUTH, MA
A-0
Sl TE REFERENCES.
ASSESSORS MAP 102, PARCEL 8.1
i 440 HIGHBANK ROAD
�Iuhiri�r��J<
FLOOD NOTE:
FLOOD ZONE C. ZONE B AND ZONE A5
(EL 5) AS SHOWN ON FEMA FIRM PANEL
#250015 0002 D REVISED JULY 2, 1992
DATUM ELEVATIONS ODER ON ARE BASED
ON MEAN LOW WATER DATUM (M.L.W.)
LEGEND
1) WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS
AND ORDER CF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION.
2) MATERIAL TO BE DELIVERED FROM UPLAND OF THE PROPERTY. STAGING AREA
SHALL BE IN THE PARKING LOT. NO EQUIPMENT SHALL OPERATE ON THE BEACH OR
THE MARSH.
3) UPON COMPLETION, DISTURBED AREAS TO BE REGRADED, WITH LOAM AND SEED
OR ELSE VEGETATED TO MATCH EXISTING CONDITIONS.
4) ANY FILL REQUIRED FOR REGRADING OF THE PARKING LOT AND RAMP OR TO
CREATE THE TIE -DOWN AREA SHALL BE CLEAN, COMPATIBLE MATERIAL BROUGHT
ONTO SITE BY THE CONTRACTOR.
0O
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P.
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0
w�W�Q
a Z
U F
O O 4 w
a � �
SCALE
AS NOTED
DRAWING FILE
C16969.dwe
DRAWN BY
KES
REO
0
0
N
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a
X3.1.1
W 1 OF ? SHEETS
oPROJECT NO. C16969.00
U
PROPOSED
EXISTING
-® -
CONTOUR
®
BOUND
10.o
SPOT ELEVATION
®
CATCH BASIN
x
HANDICAP ACCESSIBLE
0
DRAIN MANHOLE
PARKING SPACE
NATIVE PLANTING
pQ
WATER VALVE
(APPROVED BY CONS. COM.)
HYDRANT
EDGE OF PAVEMENT WITH
LJGHTPOST
BITUMINOUS CONCRETE BERM
EDGE OF PAVEMENT WITH
MISC. SIGN
GRANITE CURB
TRAFFIC FLOW
(b
WOOD POST
-0-
UTILITY POLE
PINE TREE
OAK TREE
CHERRY TREE
SPLIT RAIL FENCE
TIMBER FENCE
GUARDRAIL
-G-
GAS LINE
-w -
WATER LINE
-10-
EXISTING CONTOUR
1) WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS
AND ORDER CF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION.
2) MATERIAL TO BE DELIVERED FROM UPLAND OF THE PROPERTY. STAGING AREA
SHALL BE IN THE PARKING LOT. NO EQUIPMENT SHALL OPERATE ON THE BEACH OR
THE MARSH.
3) UPON COMPLETION, DISTURBED AREAS TO BE REGRADED, WITH LOAM AND SEED
OR ELSE VEGETATED TO MATCH EXISTING CONDITIONS.
4) ANY FILL REQUIRED FOR REGRADING OF THE PARKING LOT AND RAMP OR TO
CREATE THE TIE -DOWN AREA SHALL BE CLEAN, COMPATIBLE MATERIAL BROUGHT
ONTO SITE BY THE CONTRACTOR.
0O
W4
Q Q
P.
O
0
w�W�Q
a Z
U F
O O 4 w
a � �
SCALE
AS NOTED
DRAWING FILE
C16969.dwe
DRAWN BY
KES
REO
0
0
N
O
a
X3.1.1
W 1 OF ? SHEETS
oPROJECT NO. C16969.00
U