HomeMy WebLinkAboutCCH - Decision 3899 - Pg2 Proposed Parking Lot Site Plank7ec. handho% /3 a
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4 +29.01 \ \ \ Exfg. Communicofions O? 7
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N
OSED EDGE -0F PAVEMENT �' \
LIFT GATE BY OWNER,
J NOTE: CONTRACTOR TO PROVIDE NEW ACCESS DRIVE PRIOR TO REMOVAL CONTRACTOR �9
/ WITH CAPE COD BERM
TO PROVIDE 6' REWF. CONN, PAD c., // (SEE PAVEMENT SECTION)
OF EXISTING ACCESS DRIVE. PARKING LOT IS TO REMAIN FUNCTIONAL AT \
ALL TIMES. •f• 28.72 U (2) 2" ELECTRICAL CONDUITS //
+28.69
+27.69 MAP 36 FCL
+27.91 +25.58
NEW 5. \ \ \
SIDEWALK X53 +27.51ryy \
PROPOSED 4' HIGH BLACK PLASTIC COATED / Y#tTH HCP \ +27.9
CHAIN LINK FENCING (TYPICAL) / C�JP 26'
R B CUTS MOVE EXIST. 1' \
�.
• � +27.60 LIGHT PO �
CAUTION: BURIED ELECTRIC AND DATA CONDUIT ;/ =�
FIELD FLAG AND DO NOT DISTURB CONDUITS / 9 N \
VERIFY DEPTHS ADEQUATE FOR SAF ONSTRUCTION \ gC�,�,SS
IN
CONDUITS MAY HAVE TO BE LOWE ED B (N.I.C.) / OR! 21.81 CAUTION: EXISTING LI IN T
AND DATA CONDUITS IN T IS
6.4 AREA MUST BE REPLACE WITH
/ 2 64 4 + .71 DEEPER UNITS PRIOR T
CONSTRUCTION.
+30.65 I +'2t
PROPOSED STORMWATER INFILTRATION SYSTEM / BLEND TO
(18) 4'X4'X4' LEACHING GALLEYS IN TRENCH / EXISTING ( REMOVE EXISTING FENCING
CONFIGURATION WITH 4' STONE ALL AROUND / WALK AND PROVIDE NEW ACCESS
OVERALL DIMENSIONS 4'X12'X80' TO OUTSIDE STONE. \ DRIVE,/FENCING.
TOP STRUCTURES ELEV. 16.6, BOTTOM 12.6 7 25.6 ' `? MATCH EXISTING GRADES
• / 26 } / `6.29
\ 21.48
3" CAL. TREE
20' ON CENTER
EXISTING TREES OF AT LEAST 4" CALIBER THAT EXIST BUFF�R ZO HALL BE �� Zs \ \ + 4.49
RETAINED. 1f SUCH TREES DQ
NOT EXIST, 3" CALIPER TR (SHALL BE P D AT 3 731°1-�1 4.
INTERVALS OF AT MOST 20' SEE ZONING (301.4.4) (TYP A L FFERS) .74 +2 2 2 i RELO TED GUARD SHACK
X55.7 \\ \
3-81 11
A- 3 \ +22.
/ g � 9
14.43
[I 33 \
(� o ATE TO NEW
Y 33 ;` EN VE CE ABOVE. PROVIDE
C +2 NEW S LID FENCING TO
NEW EHOUSE.
0'r 23.32 CF'S, \ !
k 28.57 ' \ o s20 24.26 k ORJ1'E1 �Ex . Alec. handha/e 2 17
/ / 2 \ o' Q' 3 40- \
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_ _ /25.69
29.13
2 1.25 / 47 j -F
rya \ \ \ /' 2.5 C % CONSTRU 4 SES WHERE GUARD
SHACK 1 TO REPLAC& SPACES
2.13 S `` gpy LOST F - R NEW LOT ENTIF�AQI,CE
� 6" w `\\ � / • -/ / � \ \ I ! 1.29 � / ��r \ \
P FRO LO O INTERNAL LOT LINE \
2 T ASIN LOTS TO .BE COMBINED
26.2' / +25.9 82 25.47 1 .° i Y T ROCK /
. 9`\ fp .� / � �'• ��Qjt•22.72 + 1 i ^� ass /
T pic�
w 83 fQD / / + / i 5c-l�C - -tILA sr-
%'�cow' 16.11
7. 5 •1 6
42 27}747• V�So/ P� �, 8�
9.28 !
OC ,�
30.L 29.24 % Cp i i R 6 \
� / 1y 27.42 -�20.7� / \ / 1 \ t:XiST_.._
27.52 3' J r 20 / �� ? \ iE
AREA A
+2 .55 •� .06 lq/R
29.38 / / 4/ fi N 24 \ + 104.. 9
?4 Hr 6.84 J L ti SIF +20.63 leo/ S3/cr3 DJSr�J . A
�I.28 83 7-L f 5 +26. 9
5 <v "� `� Q' 11.9 r s /
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Q / � '`� / \ ZON�• �� � Pi
8. .97
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+29.17l
j / � .�� / �/ ��01j- TN 0
\ 9.68 228. 4 �� \' I/ / / �/ / // c� //moi J OX\� E5MNF
3 / / -6.7• / 1 / / +21.68 / \
\\ 28. '` \X1{ 58 .74 , fi.8__2 - I f / X 57 f / +12.8 ,( 2
X\\ 6 II , �, 2.LfVf4P 6 PCL 3
1.03
� 8�8 � -- /� �5 �1 f � .8 � r 2 �.4Z 13.57
9.66 �, v' 8 t-- /�f26'� i5 '�+25. -123.15
I 25 f 25'56 25. `L / ar /
,-,
�9-9p ' �'r / �• / CAUTION: BURIED ELECTRIC AND DATA CONDUIT
+2t-02 \ / �! !�' \ i / 71 '�� / �� FIELD FLAG AND DO NOT DISTURB CONDUITS
3 \ ;3 '� � % / / ,r , VERIFY DEPTHS ADEQUATE FOR SAFE CONSTRUCTION
7.99 . -$27.2 j24.84 ! �( + S t3„M4PL
L I ;! Q , �� _� 72 / . CONDUITS MAY HAVE TO BE LOWERED BY CCH (N.LC.)
+28. + + 96 27.78 \ \ ^ �?. ti,, �, 4 I '/ ! C� VFT X ` 22.9 • 1 5 t5 i11G LAW +11 ir3, i
/ � 13.26
�� + 9 i, \ ®21735 \ rn \ �Q��l 61 J ' vU�y / GA A N - O}y /AREA 0.80 PROPOSED GRASS LINED SWALE BMP TO MITIGATE
41G c'I ! GJE -� s /, IMPACT OF OVERFLOW PIPE ON BOG. SHAPE TO LINE
' p , ! p AND GRADE INDICATED. 6" LOAM & HYDROSEED
�( 2 6 26.3 E �, 7 , \ / - g ! T / \
BASIN AREA, TRAPROCK APRON AS SHOWN WITH
4" E i PROPOSED RETAINING WALL
4/ lea MIRAFI 140NS FILTER FABRIC BELOW.
Ay� ►4 -" \ J\ 4.
4 % /r KEYSTONE OR EQUAL
WITH MIRAFI MIRAGRID 5T GEOGRID
'PRE AST 8.11 j . { j 1 . / 2 6 T LJ 8 ! / / i' TIEBACK, DESIGN BY OTHERS
EWE MH j j / \ 1. >,Q 24 / , / EXISTING ', 8"X8" P.T. GUARDRAIL & 4' BLACK PLASTIC
19011 j j j { / %` k MOUSE #50 },{ / 1 r .10 11.69 4 /rte/ CHAIN LINK FENCE AT TOP WALL (TYP.)
EL. t 28.11; t j j j� \ ? / / (� I (T ^`+OV'ED)l _ 3 PROPOSED PAVED PARKING
INV. 25.71 f j ?*$27142 / ®265 \ / +28.02 22.g5 !% - /� ��
r / ;� ;, / LIFT GAT W R, CONTRACTOR / . ! / /j LOT- 44 CARS
0 27.42 1 \ \ 6.21 TO PRO R INF. CONIC. PAD
o 1 Jj �! MAP 36 CPQ .. I j °� r r EDGE OF WETLAND FLAGS BY MAP 28 PCL 58.1 \
v y� AND 2) %�LE RICAL C •' • ! PCL 11 ` / 5 /'
\ \ / ` / 1\ .54 o W 9 9 HAMLYN CONSULTING (TYP.)
/ o
p z
7.64 6'BRiCK
/0
a,w v ` . f ,! \x - .. •! - - O I INTERNAL LOT LINE --(TO BE REMOVED) - -
27.04 i oq SEWER MH - //� i3 5.1 EC / I z -
0 6.#3903 - K %. j - z CRANBERRY BOG
EXISTING �,�5 88 \ ��/ ' U TY �V ' �/ 115.2. I
1 L // 126.74 12.5 0 U) •42
j 4'5M r -u 10 1� 1
#2515 f2x87 , !
� I / 1 � STONE _ �--•-•-�j�- �5 50.0' L
+10.33 t 1
1 .1 3 1.57 /2� I,! �! j j j j� 13:10 1 35
j � I � ANY REMAINS OF CESSPOOLS AND ORGANIC SOIL TO BE REMOVED (TYP.)
H3
DR /N 6.15 / k .8 18.61 t 1 •7 1 S
� '/ 23.1 / 1 � .�• �j • 1 �
04 1
I +15. i
( M TOW t .62 1 ,
Fo / 1 +10.3 #7f9178
! 1 REMOVE EXISTING SEPTIC LEACHING FIELD AND PLASTIC SEPTIC TANK
COMPACT ALL FILL IN fi LIFTS TO 95% MODIFIED PROCTOR DENSITY (TYP.)
4' WtD 5' HIGHEVEr.;
1YPR EA ALONG RES DENC 1
o �j 7Pg 1 t
`€,� j�U1
c'),
O2.[]5 1 t
J O I �'l�JI
/f71 X 10.54 1 HAYBALE LINE BACKED WITH SILT FENCE ALONG
0.N o , WORK LIMIT LINE 35' OFF WETLAND.
/ r N Q EM E NT 1 I
/ 0{0 1
B D
EXISTING r FOUN
� I J
j HOUSE E` j ��
#72 j \`
F CHARLES LODAMS 1 j o 1 I 1, 3" CAL: TREE
N L. / � 20' ON CENTER
MAP 36 PCL 12 1 1 / 0 1 11 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
INTERVALS OF AT MOST 20' SEE ZONING (301.4.4) (TYP.)
+19.85 / 1 ox t \ 1i [ RELIEF REQUESTED TO LIMIT PLANTINGS TO THE EXTEND SHOWN ON PLANS
0.
1 4 1
r
l� 441
�f1 ;
t 19.50 I .32 1
*, +19.43
z9.26 --r`
j 19.2
# 5 /
/ \ 20 0 / I
A� o
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a�
Y
PROPOSED- -CONDITIONS-,7" SITE PLAN:...
20 0 10 20 43
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 AREA 4' WI)X 5' HIGH 75% ,EVERGREEN MIN. SCREENING
4. PROPERTIES ARE DESCRIBED IN DOCUMENTS AT BARNSTABLE BUFFER TREES: 3" CALIPER 20' O.C. PROVIDED.
COUNTY REGISTRY OF DEEDS
NOTE: HCP ACCESSIBLE SPACES PROVIDED ON MAIN CAMPUS LOTS
LOCUS
5. PROPERTY IS NOT IN THE AQUIFER PROTECTION DISTRICT IN YARMOUTH
6. PROPERTY IS PARTIALLY WITHIN FEMA DESIGNATED FLOOD ZONE B
r e 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.C.
ZONING: R-25 (RESIDENTIAL -25) NOTE:
/ BAY VIEW BOGS THIS PLANT HAS BEEN COMPILED FRO CURRENT AND PAST FIELD WORK (1974-2003).
t t - MIN. LOT AREA: 25000 SQ. FT UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON EXISTING PLANS OF
MIN. LOT FRONTAGE: 150 FT.
MIN. FRONT SETBACK: 30 FT. RECORD AND FIELD INSPECTION WITH UT EXCAVATION. THE INFORMATION SHOULD BE
-� MIN. SIDE SETBACK 15 FT. CONSIDERED APPROXIMATE AND MAY NOT BE COMPLETE. AT LEAST 72 HOURS PRIOR TO
ANY EXCAVATION FOR THIS PROJECT WORK, THE SITE CONTRACTOR SHALL MAKE THE
MIN. REAR SETBACK
20 FT.
REQUIRED NOTIFICATION TO DIG SAF
THE YARMOUTH WATER DEPARTMENT, THE -
MAX. LOT COVERAGE:
25%
BARNSTABLE DPW AND OTHERS HAVI
G UNDERGROUND CABLE,
PIPING OR APPURTENANCES
LEGAL: ATTY. PATRICK M. BUTLER, NUTTER McCLENNEN & FISH LLP
FRONT YARD BUFFER:
20'
ON SITE FOR VERIFICATION OF
LOCATIONS.
1630 IYANNOUGH ROAD, P.O.BOX 1630 HYANNIS, MA 02601
1
SIDE YARD BUFFER:
20'
.THIS
PH .1-508-790-5407 FAX 1-508-771-8079
ZONING: 61- BUSINESS 1
PROJECT OWNER: CAPE COD HOSPITAL
MIN. LOT AREA:
25000 SO. FT
FRONT YARD BUFFER: 20
C/O TERRANCE E. WHITTEMORE, CPE AND REAL ESTATE DEVELOPMENT
CORPORATE DIRECTOR OF CONSTRUCTION
'
LOCUS 1„ = 200'
MIN. LOT FRONTAGE:
150 FT.
SIDE YARD BUFFER: 20' AGAINST R
SIDENTIAL
CAPE COD HOSPITAL P.O. BOX 640
MIN. FRONT SETBACK:
30 FT.
27 PARK STREET, , MA 02601
YARMOUTH MAP 36 PCLS 8,9,10,11 & 28/58
MIN. SIDE SETBACK
25 FT.
PH. 1-508-862-5104104 FAXFAX 1-508-862-7373
MIN. REAR SETBACK
20 FT.
MAX. LOT COVERAGE:
25%
DRAFTER: DAO
DATE: MAY 2, 2003
_
PH. 1-508-362-4541
FAX.I-508-362-9880 c -362-9880
z
C�
P � � LOQ' S
REVISED:
SEMENT
MAY 2i, 2003 (FA )
°� �'
�tt>� qay
OF M��c
do wn cape engineering,
OF LAND 1N YARMOUTH, MA
CHKD BY. AHO
�o ARNE H. ate,
NE yG
cl i//L ENGINEERS
#30,#34,#40,& #50. BAYVIEW STREET, WEST YARMOUTH, MA
FIELD: DCE
OJA
�^
o
►�
PREPARED FORCI
SCALE AS NOTED
L
is
b LA �,
LAND SURVEYORS
CSE COD HOSPITAL
Y 2 2003
MAY
_
Ago s °
A o
9�� of 1E4�° ���i
Fs
939 Main Street - YARMOUTHPORT, MASS._
C4
-�
27 PARK STREET, HYANNIS, MA 02501
98-168 CCH\\DWG
sS/8 AL £
SJorrgt LaN°sem
1
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02-171 DOCpARK.DWG