HomeMy WebLinkAboutCCH - Site Plan - Parking Lot Site Plan - Proposed ConditionsExfg. E/ec. hono'hole f.3 16.
4
+29,01 \ Exfg. Commun�cofions 02
NOTE: CONTRACTOR TO PROVIDE NEW ACCESS DRIVE PRIOR TO REMOVAL LIFT GATE BY OWNER, CONTRACTOR / OSED EDGE OF PAVEMENT
TO PROVIDE 6" REINF. CONC. PAD 'c WITH CAPE COD BERM
OF EXISTING ACCESS DRIVE. PARKING LOT IS TO REMAIN FUNCTIONAL AT �
ALL TIMES. +28.72 D (2) 2" ELECTRICAL CONDUITS (SEE PAVEMENT SECTION) \ /
+28.69
+27.69 MAP 36 FCL \
NEW 5'p +27.91 +25.58
SIDEWALK X53 +27.51 V \
PROPOSED 4' HIGH BLACK PLASTIC COATED WITH NCP +27.9
CHAIN LINK FENCING (TYPICAL) CURB CUTS
TYP. 26'R 27.60 MOVE EXIST.
+
CAUTION: BURIED ELECTRIC AND DATA CONDUIT yj LIGHT PO \
FIELD FLAG AND DO NOT DISTURB CONDUITS
VERIFY DEPTHS ADEQUATE FOR SAF Q ONSTRUCTION O F 9 40
CONDUITS MAY HAVE TO BE LOW£ ED B (N.I.C.) ` Cess OR/ 21.81 CAUTION:
ECONDUITS GIGINTT 1S
jAND DATA
6.4 AREA MUST BE REPLACE WITH
+30.65 � /// 3 � 2 64 + A + 71 DEEPER UNITS CONSTRUCTION. PRIOR T
PROPOSED STORMWATER INFILTRATION SYSTEM //
(18) 4'X4'X4' LEACHING GALLEYS IN TRENCH BLEND TO 44
CONFIGURATION WITH 4' STONE ALL AROUND EXISTING REMOVE EXISTING FENCING
OVERALL DIMENSIONS 4'X12'X80' TO OUTSIDE STONE. / WALK AND PROVIDE NEW ACCESS
TOP STRUCTURES ELEV. 16.6, BOTTOM 12.6 + 7 \ 25.6 h DRIVE/FENCING.
/ 26 } 6.29 MATCH EXISTING GRADES
\21.48
3" CAL. TREE \\
20' ON CENTER
EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST BUFF R ZO HALL BE / �Zo�� \ + 4-49
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TR SHALL BE P D AT AP 36 PL -Ll
INTERVALS OF AT MOST 20' SEE ZONING (301.4.4) (TYP A L FFERS) // 4
.74 +25.72\\ 2 RELO ED GUARD SHACK
+22.
� 9
0
\ OVE ATE TO NEW
J +2 EN CE ABOVE. PROVIDE
NEW SLID FENCING TO
A- �/�2�0 \ 23.32 �CC� NEW G TEHOUSE. !
28.57 / INV. \ 6�0' 24.26 k s �'�/LF x c. hondhale Z2 ,
7.
C/4>2/ 5� „' 2 \ Exfg. Com�un�cafia\F01
29.25 - 47 4.67 \� \
I +22.77 Guoro' Shack �
X2.5k( %S CONSTRU 4 SES WHERE GUARD /
8 + 1 \ L 2 2.13 SHACK 1 TO REPLACE, SPACES
LOST
IYgT.� Q / �� \ iKMa F R NEW LOT ENTRAALI\
eR \ /X1 1 1.29
Mq/N� P 0 0 O hano'h e /I INTERNAL LOT LINE
4- IASIN LOTSTOBE COMBINED /
26.2. +25.9 25.47 _ 7 7 R 86 SF
/ /! 82
X2�� 2 ��' \ T ROCK /
9.66 ` / )F26. p 1
722.72
30. Ilk .43 6�+ /
40
0 9.08 �� 7- + , 1sr1 1
x'..42 7
29.28 27f24
\, 29.24_.1 ./4 6.8 3 } / 15.43
30.
`` J
\ 11 •\1J J<42 CO ��20.CPi = / '� \ \ RAP / ei \ /
2' - + .06 + NC / 12" �V 2 \ ` EXISTING QTY
I + 2 ,, 55 w T / F� Ciyj R. AREA
=� 29.38 - - -
4` I ' w � / 6 �3� N • 24 14` / + 10. 9-
`.\ i x.843 + +20.63 Q 3 �
_+ ` OSS
^8.5 +26. 5 <v v 3
cly S9
97hT�� f /,� / + 666i' /
+29.17 �.6� / // /, k it / /N \ %� 2° ROM FE 91- 1/
(, �� .74 / // 0.57 / / / +21.68
i� ! 28. k 58� # 2 .41 / / i +12.
X1.03 `�_ \L #2
y� 1 2.NAP 6 PCL 3
u 9.66 g / / /', / A.42 3.57 /
25.56 ^ / x % / +23.15
75.
+A02 \ o \'� % f ��I ,/ j �' �� / / ,\tij/�'� CAUTION; BURIED ELECTRIC AND DATA CONDUIT
7.99 � �3 � 27.62 { 24 84 �/�! � / ` � , . 2 + 5 / / 71 /�' FIELD FLAG AND DO NOT DISTURB CONDUITS
/% I Q VERIFY DEPTHS ADEQUATE FOR SAFE CONSTRUCTION
+ + 96 - / I, Q/ 1.72 / 8"MAPL
+28. 27.78 \ �,/ , ! � Q IVE '� �• 9 1 5 +11 #3 /j' CONDUITS MAY HAVE TO BE LOWERED BY CCH (N.LC.)
i" g 1 Q27 �35 .� i7Qy 61 4 / I N 22.9 +13.26 0.80 /
0 OI ING LAW
r i'•' !/ GA AG % ONE AREA '� PROPOSED GRASS LINED SWALE BMP TO MITIGATE
`� � �E 3 4.19 o / / 1' I1 IMPACT OF OVERFLOW PIPE ON BOG- SHAPE TO LINE
r r (" v vj e \� �"/; ` `G l l 5Dl$T �' / IMPACT
GRADE INDICATED, 6" LOAM & HYDROSEED
ft!" I �y r ��� \ k r /' i BASIN AREA, TRAPROCK APRON AS SHOWN WITH
C 1 4 f 4 N. / 1 �4 / i PROPOSED RETAINING WALL
8.1 1 Ir ~ri1.121 \ L4 MIRAFI 140NS FILTER FABRIC BELOW.
I r _'.,---- - _ � A` /` • OJ f , i ; / � � / KEYSTONE OR EQUAL
I. PREAST 1 % `/'t.i. 6 \ I i WITH MIRAFI MIRA RI T
;EWE MH I 1 I I tJ � /•� 2 � ¢ • / i �� / G D 5 GEOGRID
I 1 / �P 24 ! L3, XISTING // r i TIEBACK, DESIGN BY OTHERS
6190 / OUSE #5011 / i� 8"X8" P.T. GUARDRAIL & 4' BLACK PLASTIC
EL.'28.11 ►1 I 11 >s I li ;' / l / !�' 1 T x OVED)1y .10 11.69 4 /ice CHAIN LINK FENCE AT TOP WALL (TYP.)
INV. 25.71 r r '27142 J / I 2 .54 /11 +28.02 �2 gg� l/ _ L ( I / 3 PROPOSED PAVED PARKING
C 17.42 r / / rLIFT GA W F�, Cf3NTRACTOR / , / ` ` , ;, MAP 36 / 1 1 /+ i. / LOT- 44 CARS
0 3� l y' 6.21 TO PR OV $% R INF. CONC. PAD c, ! PC 11 CP / ` / _
K y �" AND 2) i E RICAL CONDUITS / / L / .54 #5 41 EDGE OF WETLAND FLAGS BY \
�� ' , / 1 po o Cu 9 9 HAMLYN CONSULTING (TYP.) MAP 28 PCL 58.1
7. 4 6'BRCK 0 v , �1 h N z
*27.64 "' SEWER MH /' / ''� `� ' 0 O '
e4 •'6.T903 /!/ 5'1 C� 1 '-ECK�/ / jf _z 1 INTERNAL LOT LINE (TO BE REMOVED)
EXISTIN , rl / j� \
81 NGVD X5.88 �% " U TY / Ri r` i `�% i Z 1 `�RAiv^r
j „ {� �, ntR cY 30G
26.74 /� £ �r1 ! j +
31 _
1 #251$5 c�
1�--� /1'A
_J
25.
STONE - / , 50.0' l
+10.33 1
3 1-57 / 3Q /` ' 1' I / I 1 t► �j I .: 0 35 I
x l� � �� � I �- � 1_ � fi � ANY REMAINS OF CESSPOOLS AND ORGANIC SOIL TO 8E REMOVED (TYP.)
OR
/N6.15 / 8 / / O ' i * 15.9 J f '}
23. 1 / Y 18.61 ! { .7 '
51 a / 1 T-, _.62
1
z o / l ` r `►Yt� t ' + 10.33 #7 9178
c� Q l
REMOVE EXISTING SEPTIC LEACHING FIELD AND PLASTIC SEPTIC TANK
COMPACT ALL FILL IN 6" LIFTS TO 959 MODIFIED PROCTOR DENSITY (TYP.)
4' WIDI5' HIGH
EVERGL EEN PLANTINGS
C) TYPI ALONG RESIDENC
co m X6'61 +
o , _ + 2.05
a
Lu 1
Yk:0 / k pIo Z �/ t% 10.54
HAYBALE LINE BACKED WITH SILT FENCE ALONG
D % a ry �� EMENT 1 i WORK LIMIT LINE 35' OFF WETLAND.
/ p/ to i B
HOUSE 0 � •8 EXISTING o 1 O
`` 1 o\ l '
/ N/F CHARLES L. ODAMS i 1 I 3" CAL. TREE
20' ON CENTER
MAP 36 PCL 12 1 ' 1� EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT
/ +19.85 / { k INTERVALS OF AT MOST 20' SEE ZONING (301.4.4) (TYP.)
0. / rj �o i RELIEF REQUESTED TO LIMIT PLANTINGS TO THE EXTEND SHOWN ON PLANS
19.50 / 32 t T�
^'
+19,43 E !
i
9.26
67 5 19. /! /
20 ,p /
+.218
ry �7� ill l Il
FOCUS 1" = 200'
YARMOUTH MAP 36 PCLS 8,9,10,11 & 28/58
PROPOSED CONDITIONS- SITE PLAN
0 10 20 40 80
SITE PLAN REVIEW DATA:
( IN FEET )
1. STREET ADDRESS: #30,#34,#40. & #50 BAY VIEW STREET, WEST YARMOUTH 1 inch = 20 ft.
YARMOUTH MAP 36 PCLS 3,8,9,10,11
2. PROPERTY OWNER: LANDSCAPE REQUIREMENTS:
CAPE COD HOSPITAL PARKING LOT TREES: 44 SPACES (1/8) = 6 REQ.
27 PARK STREET, HYANNIS, MA 02601
(8) 3" CAL. TREES PROVIDED
3. EXISTING USE: ACCESSORY PARKING, RESIDENTIAL USE RESIDENTIAL BUFFERS: 20' PROVIDED WITH
PROPOSED USE: EXPANSION OF ADJACENT PARKING A4EA 4' WIDE X 5' HIGH 75% EVERGREEN MIN. SCREENING
4. PROPERTIES ARE DESCRIBED IN DOCUMENTS AT BARNSTA.BLE BUFFER TREES: 3" CALIPER 20' O.C. PROVIDED.
COUNTY REGISTRY OF DEEDS
NOTE: HCP ACCESSIBLE SPACES PROVIDED ON MAIN CAMPUS LOTS
5. PROPERTY IS NOT IN THE AQUIFER PROTECTION DISTRICT IN YARMOUTH
6. PROPERTY IS PARTIALLY WITHIN FEMA DESIGNATED FLOOD ZONE B
LINE ON PLAN DIGITIZED FROM 1"=1000' AND 1" = 500' MAPS AND IS APPROXIMATE
ZONE B IS NOT A FLOOD HAZARD ZONE. YAR. FEMA MAP 2500150005D 7/2/92
7. PROPERTY IS NOT WITHIN A STATE DESIGNATED A.C.E.0
ZONING: R-25 (RESIDENTIAL -25) NOTE:
MIN. LOT AREA: 25000 SQ. FT THIS PLAN HAS BEEN COMPILED FROM CURRENT AND PAST FIELD WORK (1974-2003).
MIN. LOT FRONTAGE: 150 FT. UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING PLANS OF
MIN. FRONT SETBACK: 30 FT. RECORD AND FIELD INSPECT -JON WITHOUT EXCAVATION. THE INFORMATION SHOULD BE
MIN. SIDE SETBACK 15 FT. CONSIDERED APPROXIMATE AND MAY NOT BE COMPLETE. AT LEAST 72 HOURS PRIOR TO
MIN. REAR SETBACK 15 FT. ANY EXCAVATION FOR THIS PROJECT WORK, THE SITE CONTRACTOR SHALL MAKE THE
RFOUIRED NOTIFICATION TO bIG SAFE THE YARMOUTH WATER DEPARTMENT TH
MAX. LOT COVERAGE:
FRONT YARD BUFFER:
25%
20'
E
BARNSTABLE DPW AND OTHERS HAVING UNDERGROUND CABLE, PIPING OR APPURTENANCES
LEGAL: ATTY. PATRICK M. SUTLER, NUTTER McCLENNEN & FISH LLP
SIDE YARD BUFFER:
20'
ON THIS SITE FOR VERIFICATION OF LOCATIONS.
1630 tYANNOUGH ROAD, P.0 -BOX 1630 HYANNIS, MA 02601
m �
OF LAND IN YARMOUTH, MA
CHKD BY: AHO
PH 1-508-790-5407 FAX 1-508-771-8079
ZONING: 81- BUSINESS 1
'
!
MIN. LOT AREA:
25000 FT
ARNE H. A ;NE �cyG
PROJECT OWNER: CAPE COD HOSPITAL
MIN. LOT FRONTAGE:
T.
150 FT.
FRONT YARD BUFFER: 20'
C/O TERRANCE E. WHITTEMORE. CPE
SCALE AS NOTED
'�
SIDE YARD BUFFER: 20' AGAINST RESIDENTIAL
CORPORATE DIRECTOR OF CONSTRUCTION AND REAL ESTATE DEVELOPMENT
MIN. FRONT SETBACK:
27 PARK STREET, HYANNIS, l4iA 02601
�� '►�►
30 FT.
939 Moire Street - YARMOU THPOR T, MASS.
CAPE COD HOSPITAL P.O. BOX 640
MIN. SIDE SETBACK
25 FT.
02-171 DOC'PARK.DWG
27 PARK STREET, HYANNIS, MA 02601
MIN. REAR SETBACK
MAX. LOT COVERAGE:
20 FT.
1 25%
PH. 1-508-862-5104 FAX 1-508-862-7373
(A
_
�=�T�'v 7 *� T ,��T
PARKING G LO i SITE PLAN
DRAFTER: DA0
DATE: MAY, 2, 2003
0 f
�M
J PH. 1-508-362-4541
l FAX. 1-508-362-9880
down
REVISED: MAY 21, 2003
m �
OF LAND IN YARMOUTH, MA
CHKD BY: AHO
(EASEMENT)
�' `.\� Of �;4.
cope engineering.,in c.
�
FIELD: DCE
!
1
#30,#34,#40,& #50 BAYMEW STREET, WEST YARMOUTH, MA
ARNE H. A ;NE �cyG
r0
o --,
Ti�
PREPARED FOR
�� s�,
CAPE CCPD HOSPITAL
� �� '" J
JALA "
� N� o sz
A� a 9 r o � �`
C/VIL ENGINEERS
LAND SUR VE MORS
SCALE AS NOTED
'�
MAY 2, 2003
w
27 PARK STREET, HYANNIS, l4iA 02601
�� '►�►
Js/� E�� ssc aiEKE
Al
939 Moire Street - YARMOU THPOR T, MASS.
98-168 CCH\\DWG
02-171 DOC'PARK.DWG
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