HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 15LEGEND:
UTILITY POLE
PROPOSED 2" CAL. TREE
PARKING TREE
OR BUFFER TREE AS REG.
O DRAINAGE MANHOLE
C- GUY WIRE
FIRE HYDRANT
- (j) CATCH BASIN
GAS GATE
LIGHT POLE
25' MAX. HT,
S
WATER GATE
.65 PROP. GRADE
--ZB PROP. CONTOUR
TTHH5 SOIL TEST HOLE
Y
NOTES
I
TBM: TOP OF C.B.
EL. 36.74"III
-. MAP 83 L L?2-�
- 4 -----EXISTING
__31 ABANDONED
-� �ALfF-YARMOUTH CAMPGROUND ASSOC INC. -- -EXISTING UTILITY POLE (TYP.)
i' LEACHING FIELD
100' X 71' TOB REMOVED
/ EXISTING 10' WIDE DIRT ROADC 51 E
35LEACHING FIEL 1 / N$2 55,Q,- 100' X 71' I (WAY)` /0 n
-�•�'
I /GATE I BUFCHAIN LINK FENCE YA"FR
III a
.�-... •-•-` 's L. .1T ='�-" � `t- � '$'t, `)r 1Q � �- _ �� ___� -_.. •. r, 1 '1 _ _ _ _, ' , 11 ,.,,�'f ' 7 '
I F G i 10 QO'
B R OV D l u;,4
'b - - - " •t,. I b IF ES RVE COr STR CT ' 4P ES ro I
"TD'OD�SEPTIC RESERVE 1 C S
1 A O, + �..� _ _-.- - -- _ __.T1r-
3 O�NT \ I
iA
)PE
•, / \ %Ih/ - I - - 1 .. _- _. -__ 4 0 � 20.0 / �, -
OTTED H
0
r- - - 380 0 I
2.001 GAL 20.0 03 F&G
0 PVC PIPE BLDG 2 ���38.0//
o RIDGE
F&G a' BIOCLERf RIDGE EL 7a.33
,Q 36.3 _ - o f UNITS/-"- 0 35 HIGH
} 8400 SF 7ST FLOOR
r _
4
MAP 83 LOT i 4,
U.$ A C/O FAA
}
EXISTING TREES
OF AT LEAST 4' CALIPER THAT
EXIST IN
BUFFER
ZONES
SHALL
BE
I
TBM: TOP OF C.B.
EL. 36.74"III
-. MAP 83 L L?2-�
- 4 -----EXISTING
__31 ABANDONED
-� �ALfF-YARMOUTH CAMPGROUND ASSOC INC. -- -EXISTING UTILITY POLE (TYP.)
i' LEACHING FIELD
100' X 71' TOB REMOVED
/ EXISTING 10' WIDE DIRT ROADC 51 E
35LEACHING FIEL 1 / N$2 55,Q,- 100' X 71' I (WAY)` /0 n
-�•�'
I /GATE I BUFCHAIN LINK FENCE YA"FR
III a
.�-... •-•-` 's L. .1T ='�-" � `t- � '$'t, `)r 1Q � �- _ �� ___� -_.. •. r, 1 '1 _ _ _ _, ' , 11 ,.,,�'f ' 7 '
I F G i 10 QO'
B R OV D l u;,4
'b - - - " •t,. I b IF ES RVE COr STR CT ' 4P ES ro I
"TD'OD�SEPTIC RESERVE 1 C S
1 A O, + �..� _ _-.- - -- _ __.T1r-
3 O�NT \ I
iA
)PE
•, / \ %Ih/ - I - - 1 .. _- _. -__ 4 0 � 20.0 / �, -
OTTED H
0
r- - - 380 0 I
2.001 GAL 20.0 03 F&G
0 PVC PIPE BLDG 2 ���38.0//
o RIDGE
F&G a' BIOCLERf RIDGE EL 7a.33
,Q 36.3 _ - o f UNITS/-"- 0 35 HIGH
} 8400 SF 7ST FLOOR
r _
4
t 8400 5 2ND FLOOR 0 a LO II, -•-. 1
RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT p�'4 ^' TO e Tai` 2� J ! a w x w -
INTERVALS OF AT MOST 20' =-- I O 00•
4, I I :k Sp - a
� L , IC,301.4.4
( ) (TYP. ALL BUFFERS)
A.�cn _'C� I �•" o S O 0 0 Nit - 2. �• N/ a �;a�
4
zo.00' � 2o.Do' 1 •LDG 1
F&G S
_ I \ __ __ $ CLEANO T n r 2 TORY OFFICE
36.3 � � U " _ � � e Lowc (TYP.)
<u ? /To / \� - S 8400 SF 2ND F 00 o
EXISTING 12"0 WATER MAIN "d,: 'U i M S / 1 /
EAST SIDE WILLOW STREET 0 QO / !'O 41' SLI7VE ,M
_. O /// V ! (T`''.) o �)� o SLAB EL 39.5 -� 20 OC vtua-tG'�' MAP 73 LOT 3
20.0
h- oti ��- // 4S -ti. s I\�• "' °' I yy N/F DONALD F.
IES \ ° - c1 HENDERSON
ACES ``, 10.00'0' o I '`�'�,
IIF&G n t
�4,/ o - - _� 37.7 qN
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS � P� ;' // � .- � '`� �O� � - __;T� �, \ /
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING s' ` ,,' / / %-..1 '�_-' 'xS f - $5 _ ,\ K, _ 8.0 ROOF DRAINS TY I \>
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE ,� �a- OUB yam' ! N ! I o B.0
MAP 83 LOT i 4,
U.$ A C/O FAA
}
EXIT
1 L
7
YARMOUTHMID
CAPE HIGHWAY
HWAY
TH4'
T
1
, �
SEPTIC
RESERVE
j
N
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LOCUS 73
C
ELECTR
20.00'
o
O
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,
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QPM'
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MAP 83 LOT 13
SPO h��
N/F ONALD F.
O
HENDF,RSON
I
t 8400 5 2ND FLOOR 0 a LO II, -•-. 1
RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT p�'4 ^' TO e Tai` 2� J ! a w x w -
INTERVALS OF AT MOST 20' =-- I O 00•
4, I I :k Sp - a
� L , IC,301.4.4
( ) (TYP. ALL BUFFERS)
A.�cn _'C� I �•" o S O 0 0 Nit - 2. �• N/ a �;a�
4
zo.00' � 2o.Do' 1 •LDG 1
F&G S
_ I \ __ __ $ CLEANO T n r 2 TORY OFFICE
36.3 � � U " _ � � e Lowc (TYP.)
<u ? /To / \� - S 8400 SF 2ND F 00 o
EXISTING 12"0 WATER MAIN "d,: 'U i M S / 1 /
EAST SIDE WILLOW STREET 0 QO / !'O 41' SLI7VE ,M
_. O /// V ! (T`''.) o �)� o SLAB EL 39.5 -� 20 OC vtua-tG'�' MAP 73 LOT 3
20.0
h- oti ��- // 4S -ti. s I\�• "' °' I yy N/F DONALD F.
IES \ ° - c1 HENDERSON
ACES ``, 10.00'0' o I '`�'�,
IIF&G n t
�4,/ o - - _� 37.7 qN
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS � P� ;' // � .- � '`� �O� � - __;T� �, \ /
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING s' ` ,,' / / %-..1 '�_-' 'xS f - $5 _ ,\ K, _ 8.0 ROOF DRAINS TY I \>
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE ,� �a- OUB yam' ! N ! I o B.0
EQUIPMENT IN7THE)CONSTRUCTONANY NER AREA FITIES WHICH OR VERIFIICATION OF LOCATIOAY HAVE CABLE,NS. IPE OR S� 3?oD Q. oo 3 - - �,/ �. o - o rte, ASSESSORS MAP 73 PORTION OF PCLS 8 & 10
Hs �l o F&c MAP 73 PCL 4 & PORTION OF OLD TOWNHOUSE RD: LAYOUT
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS f� L 4 0 i .�--, 4_ -
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS J� moo L �� ON / `•+Q. \ 0 / '`a,:ra<g.
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD �O �'�7"'+-� 8400; SF 1 T FLOOR / <. t\ / / PLAN REF. LCP 37201B
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. S J� 8400 SF ND FLOOR / j 2poo BLDG � '4so _
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ,� ;�- \ I 1 / \ '
/ / SLAB `��`• `� 8400 S ST FLOOR- ae EXIST. + /
= o 3 a SA� / f- ^ { / ZONING DISTRICT: B3
AND YARMOUTH HEALTH REGULATIONS. J 8400 SF 2 LOOR \ p., TREES. ® I / // I /
o Q S �,, ; F SUB EL. 39.5 ` 8' EX T V SETBACKS: 30' FRONT*, 30' SIDE*. 30' REAR
3. VERTICAL DATUM IS NGVD29. v „,/�' \ n `F -- -_
is '\ � _ ¢ c s I 20 � � 20.00' / � t� T E,5 r�� \ // _,.36�
�'2 III /� t x< / i MAX BUILDING COVERAGE 30% 'ASSUMES OLD TOWN HOUSE ROAD
VIOUS COVERAGE: 70%RESCINDED, 70' WITHOUT.
4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD �' ItrOr7 oto 6 i '\ ,� !� / �\ 72 \\ ;wy Q,., __ _. _ / - _ Y/ / '^-, GROUNDWATER OVERLAY DISTRICT: APD AND ZOC FOR NITRATES
( VARIANCE IS REQUESTED) /�i .o / ��/ �\ o° \ : `L� , s - -� 2 1:� ` //Z I; %.,
EMERGENCY ACCESS � V"� � / o ` /` �� Q FLOODZONE: C YAR. PANEL '3)
( )
5. DESIGN LOADING FOR ALL PRECAST UNITS � �• ! ^' / � j7 -- �;'
TO BE PASHTO -H20 UNLESS NOTED. '- / O ' o / - `V n _ a ' ti S. = // / �3a�t-4
/ / / eQ \ o � \ � r--� / / � HI P7 �-� / _ _ _ _I <_ _,- //� ^ EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO "1 / / "'� 4 '#} QO' O o _ / _ ro PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS
BE USED FOR PROPERTY LINE STAKING. �` g. Oti // t ,-� o SPO 1__- 9�SPACES-� ,^--F&G-� MAP 73 LOT/2 F3 WAREHOUSING )
G / ^tj - 'L 1 / ro o-
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. �., / / O / ?p OO ��, SpC 1 1; 5 �pCES TH6 / 0 - 0/ 36.6 pM
B. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. �•�y - _ ' / O /o -, FS �, yt _ / 10.00' �_ 'j',' N/F DONALD F.. '
� `� - �/ 23 SPACES "1<,-A`� HENDERSON COMBINED LOT SIZE: 445,5595Fi (10.23 AC.f INCL. ROAD L.O.)
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
20,,/ ?p 2 73 �� o• / / PROPOSED BUILDING COVERAGE: 91292/445559=20.5%
70. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT , � _ _ - _ _ _ _ _ - •�JO' �Op.,��s� Sp � �� _ /�;,', � %. < �....., �
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED t 3� - _ - - - - - - ' FS ^-=- / s / TOTAL IMPERVIOUS COVERAGE: 292,175/445,559= 65.6% (PAVE & BLOCS)
FROM BOARD OF HEALTH. SAVE EXIST. TREE' _ __
- ' � � "%' z..- � _' � % 10.23 AC. 65 6.65 AC: OPEN SPACE REQ.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. '�% r ) B S ! X01'^. //J� \\ �, ; - _ _- _ _ .. r ' ? s - .' (' )
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. /7 ) 5 ' W�-} / ' 6.65 AC.. - 1.61 AC. ON SITE = 5.04 AC. OFF SITE OPEN SPACE REQ.
:5.66 AC. OPEN SPACE TO BE PURCHASED
"- i, 4 0' O �` �,s �".., .-•. /
•��._ t1 - �``- � k t�O �� i 'd>a` ///�/� j2
20' WATER EASEMENT29G.OLD T01VN HOUSc 70AD
16
UNCONSTRUCTty WAY h "2
.A -_-_-_-_-_-_-_-
COUNTr )OUT
i' / SEC''H LOCUS
QO 0'� } - ' �, e // / �' \\ / TOE P' r JEC AND ICV= ;E' MAP 73 PCL 6 CONTACTS:
// t / _ TOWN OF YARMOUTH
3 /�4 O s '� 5 s \OO{" '� // '�b;i'h �� /✓ _-/ FORMER OWNER: COMMONWEALTH ELECTRIC
7 \ � � n^7H ADJO' , „ PARCELS 484 WILLOW STREET
12" REPROCESSED ASPHALT HARDENER O \ /\ \`s ry`1 / O 1QO� I� N� �. /// ^>� / ice/ ^ // - W.YARMOUTH, MA 02673
EMERGENCY ACCESS DRIVE WITH .� / O° l�l V BL �J "� �/ t'' '� �'�� / OWNER/APPLICANT: BORNSTEIN COMPANIES
4" LOAM & SEED OVER (TYP.) / 6\ ry. -- ry 1 II( /' \ �`L�' l / ten,. 4� / / GLADSTONE LP
\ 8400 IST FLOOR Q-/ / , �' -O / 297 NORTH STEET
RAL FENCE WITH REMOVABLE / 2�0 R BLDG 4 �)I� e / \840 F 2ND FLOG GLS // / i ' /' i� O- / � HYANNIS, MA 02601
CENTER POST TO BLOCK ACCESS it /: ° �- of S B EL. 38.5 t�
>� / O lyl , d s i '� I PH. 775-9316
11 -B3 84 'SF -1ST FLOOR _ O 36 rl / / I FAX. 775-6526
/ QP \ / GATE iI �,:S
8400 2ND FLOOR li' / - / MAP 73 LOT 7
EXISTING SPEED LIMIT SIGN`\ /1 SIAB 37 5 "' °� O TOWN OF YARMOUTH _ ARCHITECT: PETER F. DIMEO ASSOCIATES INC.
'V �
200 &G\ O-\ ^� _ Ph�O QP /// \ FIRC tilal, j _ I ST06 MAI M.STR 02180
L
36 ` QQ-Op0/ L_. PH 1-781-43
7-00 EXISTING OVERGROWN B17. CONC. ROAD N
Q.
V 8 QO
ry � U •� SAVE 1;
\ EXIST. 00. i3 / / 37.4 /
TREES
--/(P&G SAVE 36`-6i
l ?? SA `35.4 EXIST. - , O ? / / //
<f T EXIST. TREES
8-0900
FAX. 1-781-438-5940
CIVIL ENGINEER: DOWN CAPE ENGINEERING INC.
939 MAIN STREET
YARMOUTHPORT, MA 02675
PH. 362-4541
FAX. 362-9880
4 1 / THS 9
n / ' \� E5 / / •;PL / ,, INHABITANTS OF THE TOWN OF BARNSTABLE �^
�
35.3 / 2QQ ?3 \ /.` .y �r� 5 LINE E ' C // FIT 1 AIRPORT APPROACH LIGHTING SYSTEM' EASEMENT/
_ F/10 F SIDE SOF-'f;.SUJ
� W
69 p0-gy S H `& D NAG (
I 3 'qF \�\ ��`?SOFO• S�eFF(. r�0i j�% /// ,.;. - /F &G
JT �\ ROOF DRAl�S (TYP,)
41 -,
/
3�SC - /, / % i'� n�/ / ,ll O
APL FX. U mp - 3;D 4 v ti �I
z �, �,. / SITE PLAN
'�
s' �� asp /' �� ; OF LAND IN WEST YARMOUTH, MA
( / , I
_ a veo a'k, _ °' J F ' .. `�; i �� , � � \ �'FS �' ,• 0\, aoo SF
J
�O0, OFFICE SP CE -I ✓
CAPE LIGHT COMMONS
MAP LOT 10�-�--_BLDG 8
#484
WILLOW STREET
COMMONWEALTH ELECTRIC TYSTORY STQRAGE'BUILDING -----37 / (
OFFICE PARK AND STORAGE CENTER
BICYCLE PATH EASEMENT \��� ry / ,���� l A �� _ 1-� FIR,T FLOOR: 33,992 SF if /
SUBJECT TO COMM ELEC. / / �.� / '-" , tiY i30 �� / 21D FLOOR: 33,992 SF
APPROVAL. APPROXIMATE. l�, ���. .,��� \ s 1.'-'"' .� \ �� --------�-- - _---__--_^l 360 , SCALE: 1' = 40' DATE: 7-19-99
67,964 SF 36/ REVISED: 9-20-99 (DESIGN FLOW, FIRE LANES, MISC.)
S \ \ _ 80 120 Feet
67 -'•>ss � '�,___. _ �, SLAB EL 38.5 ws'�' 40 0 40
�'`\` 21'00 PROPOSED LEACHING TRENCH (TYP.)
ROOF. EL. 70.0 MAX. off �y 1N OF �`lN Oi MqJ.
/ \ j \ yg`' ARNEH G o ARNE �y� BORNAREIN COMPANIES
APPROX. EXISTING �
PREPARED FOR:
FENCEUNE �'' / / �� 0,1nLA '^ _� H.
{ a ALT -"" \ O 7�4 4'SCH40 PVC ROOF DRAINS /
o° oq N6 49' AT 25' U.C. AROUND PERIMETER THS /// a'�'1d CIVIL OJALA 297 NORTH STREET
362-4541
�1p fax 508 362-9880
/ •�./ ry0'.7 � \ �oS: OF BUILDING (TYP.) 3% MIN. � ,� N 30792 $f N 263+18 a� t u so6-
EXISTING OFFICE BUILDING / / + \\/ /� �8�,;;,,. �'\�"0• hs - p EO F �� HYANNIS, MA
yr PROPOSED EDGE PAVEMENT AT
484 WILLOW STREET / / 12" CAPE POD BERM (TYP.) - NSR OJALA DATE
COMMONWEALTH ELECTRIC / EXISTING O.H. ELECTRIC / MAP 73 LOT 8 p,4� F `' I
/ / x X484 WILLOW STREET, Fp �,_` -> \ : \ `� h ti 3 down cape engineering, inc.
OMMONWEALTFI'ELECTRIC
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
SHEET 1 OF 2
EXIT
7
YARMOUTHMID
CAPE HIGHWAY
HWAY
j
N
P
Q
mQ
LOCUS 73
C
ELECTR
a
o
O
P�
O
Pie
QPM'
J��O\
SPO h��
O
�
LOCUS ,MAP
SCALE I" =
2083'
EQUIPMENT IN7THE)CONSTRUCTONANY NER AREA FITIES WHICH OR VERIFIICATION OF LOCATIOAY HAVE CABLE,NS. IPE OR S� 3?oD Q. oo 3 - - �,/ �. o - o rte, ASSESSORS MAP 73 PORTION OF PCLS 8 & 10
Hs �l o F&c MAP 73 PCL 4 & PORTION OF OLD TOWNHOUSE RD: LAYOUT
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS f� L 4 0 i .�--, 4_ -
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS J� moo L �� ON / `•+Q. \ 0 / '`a,:ra<g.
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD �O �'�7"'+-� 8400; SF 1 T FLOOR / <. t\ / / PLAN REF. LCP 37201B
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. S J� 8400 SF ND FLOOR / j 2poo BLDG � '4so _
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ,� ;�- \ I 1 / \ '
/ / SLAB `��`• `� 8400 S ST FLOOR- ae EXIST. + /
= o 3 a SA� / f- ^ { / ZONING DISTRICT: B3
AND YARMOUTH HEALTH REGULATIONS. J 8400 SF 2 LOOR \ p., TREES. ® I / // I /
o Q S �,, ; F SUB EL. 39.5 ` 8' EX T V SETBACKS: 30' FRONT*, 30' SIDE*. 30' REAR
3. VERTICAL DATUM IS NGVD29. v „,/�' \ n `F -- -_
is '\ � _ ¢ c s I 20 � � 20.00' / � t� T E,5 r�� \ // _,.36�
�'2 III /� t x< / i MAX BUILDING COVERAGE 30% 'ASSUMES OLD TOWN HOUSE ROAD
VIOUS COVERAGE: 70%RESCINDED, 70' WITHOUT.
4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD �' ItrOr7 oto 6 i '\ ,� !� / �\ 72 \\ ;wy Q,., __ _. _ / - _ Y/ / '^-, GROUNDWATER OVERLAY DISTRICT: APD AND ZOC FOR NITRATES
( VARIANCE IS REQUESTED) /�i .o / ��/ �\ o° \ : `L� , s - -� 2 1:� ` //Z I; %.,
EMERGENCY ACCESS � V"� � / o ` /` �� Q FLOODZONE: C YAR. PANEL '3)
( )
5. DESIGN LOADING FOR ALL PRECAST UNITS � �• ! ^' / � j7 -- �;'
TO BE PASHTO -H20 UNLESS NOTED. '- / O ' o / - `V n _ a ' ti S. = // / �3a�t-4
/ / / eQ \ o � \ � r--� / / � HI P7 �-� / _ _ _ _I <_ _,- //� ^ EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO "1 / / "'� 4 '#} QO' O o _ / _ ro PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS
BE USED FOR PROPERTY LINE STAKING. �` g. Oti // t ,-� o SPO 1__- 9�SPACES-� ,^--F&G-� MAP 73 LOT/2 F3 WAREHOUSING )
G / ^tj - 'L 1 / ro o-
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. �., / / O / ?p OO ��, SpC 1 1; 5 �pCES TH6 / 0 - 0/ 36.6 pM
B. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. �•�y - _ ' / O /o -, FS �, yt _ / 10.00' �_ 'j',' N/F DONALD F.. '
� `� - �/ 23 SPACES "1<,-A`� HENDERSON COMBINED LOT SIZE: 445,5595Fi (10.23 AC.f INCL. ROAD L.O.)
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
20,,/ ?p 2 73 �� o• / / PROPOSED BUILDING COVERAGE: 91292/445559=20.5%
70. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT , � _ _ - _ _ _ _ _ - •�JO' �Op.,��s� Sp � �� _ /�;,', � %. < �....., �
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED t 3� - _ - - - - - - ' FS ^-=- / s / TOTAL IMPERVIOUS COVERAGE: 292,175/445,559= 65.6% (PAVE & BLOCS)
FROM BOARD OF HEALTH. SAVE EXIST. TREE' _ __
- ' � � "%' z..- � _' � % 10.23 AC. 65 6.65 AC: OPEN SPACE REQ.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. '�% r ) B S ! X01'^. //J� \\ �, ; - _ _- _ _ .. r ' ? s - .' (' )
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. /7 ) 5 ' W�-} / ' 6.65 AC.. - 1.61 AC. ON SITE = 5.04 AC. OFF SITE OPEN SPACE REQ.
:5.66 AC. OPEN SPACE TO BE PURCHASED
"- i, 4 0' O �` �,s �".., .-•. /
•��._ t1 - �``- � k t�O �� i 'd>a` ///�/� j2
20' WATER EASEMENT29G.OLD T01VN HOUSc 70AD
16
UNCONSTRUCTty WAY h "2
.A -_-_-_-_-_-_-_-
COUNTr )OUT
i' / SEC''H LOCUS
QO 0'� } - ' �, e // / �' \\ / TOE P' r JEC AND ICV= ;E' MAP 73 PCL 6 CONTACTS:
// t / _ TOWN OF YARMOUTH
3 /�4 O s '� 5 s \OO{" '� // '�b;i'h �� /✓ _-/ FORMER OWNER: COMMONWEALTH ELECTRIC
7 \ � � n^7H ADJO' , „ PARCELS 484 WILLOW STREET
12" REPROCESSED ASPHALT HARDENER O \ /\ \`s ry`1 / O 1QO� I� N� �. /// ^>� / ice/ ^ // - W.YARMOUTH, MA 02673
EMERGENCY ACCESS DRIVE WITH .� / O° l�l V BL �J "� �/ t'' '� �'�� / OWNER/APPLICANT: BORNSTEIN COMPANIES
4" LOAM & SEED OVER (TYP.) / 6\ ry. -- ry 1 II( /' \ �`L�' l / ten,. 4� / / GLADSTONE LP
\ 8400 IST FLOOR Q-/ / , �' -O / 297 NORTH STEET
RAL FENCE WITH REMOVABLE / 2�0 R BLDG 4 �)I� e / \840 F 2ND FLOG GLS // / i ' /' i� O- / � HYANNIS, MA 02601
CENTER POST TO BLOCK ACCESS it /: ° �- of S B EL. 38.5 t�
>� / O lyl , d s i '� I PH. 775-9316
11 -B3 84 'SF -1ST FLOOR _ O 36 rl / / I FAX. 775-6526
/ QP \ / GATE iI �,:S
8400 2ND FLOOR li' / - / MAP 73 LOT 7
EXISTING SPEED LIMIT SIGN`\ /1 SIAB 37 5 "' °� O TOWN OF YARMOUTH _ ARCHITECT: PETER F. DIMEO ASSOCIATES INC.
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200 &G\ O-\ ^� _ Ph�O QP /// \ FIRC tilal, j _ I ST06 MAI M.STR 02180
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TREES
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<f T EXIST. TREES
8-0900
FAX. 1-781-438-5940
CIVIL ENGINEER: DOWN CAPE ENGINEERING INC.
939 MAIN STREET
YARMOUTHPORT, MA 02675
PH. 362-4541
FAX. 362-9880
4 1 / THS 9
n / ' \� E5 / / •;PL / ,, INHABITANTS OF THE TOWN OF BARNSTABLE �^
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35.3 / 2QQ ?3 \ /.` .y �r� 5 LINE E ' C // FIT 1 AIRPORT APPROACH LIGHTING SYSTEM' EASEMENT/
_ F/10 F SIDE SOF-'f;.SUJ
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69 p0-gy S H `& D NAG (
I 3 'qF \�\ ��`?SOFO• S�eFF(. r�0i j�% /// ,.;. - /F &G
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s' �� asp /' �� ; OF LAND IN WEST YARMOUTH, MA
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_ a veo a'k, _ °' J F ' .. `�; i �� , � � \ �'FS �' ,• 0\, aoo SF
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CAPE LIGHT COMMONS
MAP LOT 10�-�--_BLDG 8
#484
WILLOW STREET
COMMONWEALTH ELECTRIC TYSTORY STQRAGE'BUILDING -----37 / (
OFFICE PARK AND STORAGE CENTER
BICYCLE PATH EASEMENT \��� ry / ,���� l A �� _ 1-� FIR,T FLOOR: 33,992 SF if /
SUBJECT TO COMM ELEC. / / �.� / '-" , tiY i30 �� / 21D FLOOR: 33,992 SF
APPROVAL. APPROXIMATE. l�, ���. .,��� \ s 1.'-'"' .� \ �� --------�-- - _---__--_^l 360 , SCALE: 1' = 40' DATE: 7-19-99
67,964 SF 36/ REVISED: 9-20-99 (DESIGN FLOW, FIRE LANES, MISC.)
S \ \ _ 80 120 Feet
67 -'•>ss � '�,___. _ �, SLAB EL 38.5 ws'�' 40 0 40
�'`\` 21'00 PROPOSED LEACHING TRENCH (TYP.)
ROOF. EL. 70.0 MAX. off �y 1N OF �`lN Oi MqJ.
/ \ j \ yg`' ARNEH G o ARNE �y� BORNAREIN COMPANIES
APPROX. EXISTING �
PREPARED FOR:
FENCEUNE �'' / / �� 0,1nLA '^ _� H.
{ a ALT -"" \ O 7�4 4'SCH40 PVC ROOF DRAINS /
o° oq N6 49' AT 25' U.C. AROUND PERIMETER THS /// a'�'1d CIVIL OJALA 297 NORTH STREET
362-4541
�1p fax 508 362-9880
/ •�./ ry0'.7 � \ �oS: OF BUILDING (TYP.) 3% MIN. � ,� N 30792 $f N 263+18 a� t u so6-
EXISTING OFFICE BUILDING / / + \\/ /� �8�,;;,,. �'\�"0• hs - p EO F �� HYANNIS, MA
yr PROPOSED EDGE PAVEMENT AT
484 WILLOW STREET / / 12" CAPE POD BERM (TYP.) - NSR OJALA DATE
COMMONWEALTH ELECTRIC / EXISTING O.H. ELECTRIC / MAP 73 LOT 8 p,4� F `' I
/ / x X484 WILLOW STREET, Fp �,_` -> \ : \ `� h ti 3 down cape engineering, inc.
OMMONWEALTFI'ELECTRIC
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
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