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SITE&SEPTIC DESIGN
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--------- 1 SEPTIC SYSTEM DESIGN DATA
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U� ar R / HYDRAN 'f8/31
L$ ag^�W TITLE 5 SEWAGE FLOW DESIGN FLOW: 32,750 SF OFFICE AREA (75 GPD/1000 SF) = 2,456 GPD DESIGN FLOW
—EdGE1PAlEM£NT �r SITE IN ZONE II: 223,445 SF (440 GPD/40,000 SF) = 2457 GPD ALLOWED PER 310 CMR 15.214, O.K.
�$p CB DH NO GARBAGE DISPOSALS ALLOWED.
XA65 SIGN l R 101 5 ` z Y 3z SEPTIC TANK: 2456 GPD (3007) = 7368 GALLON DUAL COMP. TANK (NOT REQ. PER AMPHIDROME PROVISIONAL PERMIT)
� �wz oa USE 9000 GALLON H-20 SEPTIC TANK AS INDICATED
x)S�� I Vmx ma PUMP CHAMBER- UTILIZE 9000 GAL CAPACITY WITH DUPLEX PUMPS AND 3006 GAL RESERVE CAPACITY.
wNw o USE C1 LAYER CLASS 1 SOILS FOR LEACHING (UTILIZE 0.60 GPD/SF LTAR)
>
15
0 \ W 2 LEACHING: 2456 GPD/0.60 GPD/SF = 4094 SF LEACHING AREA REQUIRED.
C9 FND USE 50' X 100' PRESSURE DOSED LEACHING FIELD = 5000 SF
o y Nlf BOTTOM CAPACITY = 50'X 10-?' = 5D00 SF X FD .
3000 GPD O.K.
OMINIC MIGL/ACC/
\ m USE AMPHIDROME I/A SYSTEM (LOCAL PROVISIONAL) AND PRESSURE DOSED LEACHING AS iNL'i;ATED ON PLANS.
LOCUS MAP
/ rn SCALE 1"=2C00't
CALCULA`i s t0E"t - ASSESSORS MAP 93 PARCELS 34, 35 & 36
l 1 I. z OFFICE USE:
_.� _d.w LOCUS IS WITHIN FEMA FLOOD ZONE C
\ ) WT�IH F -- _. _ _ E: ACE/2 OCCUPANTS, 1 OCCUPANT/100 SF = 1 S�h.CE/200 S'r. AS SHOWN ON COMMUNITY PANEL #25001 50003 C
FT — 32,75' NET SF (1 SPACE/200 SF) = 164 SPAC S REQUIRED DATED 6/17/1986 (NOT A FLOOD HAZARD ZONE)
r 136 SPAC; S FRCVIDEID NOT INCL. LOADING n.,CK AREA
I i'U 4t _R MANHOLE
CATCH BASIN FUTURE EXPANSION AREA FOR 28 CARS SHOWN IN CASE OCCUPANCY ZONING SUMMARY
s / ® GAS GATE REACHES LOT CAPACITY- TOTAL OF 164 SPACES AVAILABLE.
o�u m ELECTRIC MANHOLE 5 HCP SPACES INCL. 1 VAN SPACE PROVIDED PER 521 CMR ZONING DISTRICT. B3 BUSINESS DISTRICT
WATER SHUTOFF REQUIRED: PROVIDED:
x / 136/8 = 17 IN -LOT TREES PROVIDED- SEE LANDSCAPE PLANS
o� )( v ® DRAINAGE MANHOLE MIN. LOT SIZE. 40,000 S.F. 223,445 S.F.
84 -a- SIGN RELIEF REQUESTED IF REQUIRED FOR PARKING TO "FRONT" OF BLDG. MIN. LOT FRONTAGE 100' 800'+
8 1I \MANHOLE COVER MIN. FRONT SETBACK 30' 30.1'
1� I(( j CRASS LINED SWALE ON EAST SIDE OF PARKING DRAINS TO GRASS MIN. SIDE SETBACK 10' 28'
US
+ \ \ lW (! I Uti�IIY rJ E LINED RETENTION BASIN WITH OVERFLOW SUBSURFACE LEACHING MIN. REAR SETBACK 30' N/A
N oW 1 \ \ °ate I I HYDRANT IN THE SOUTH EAST CORNER OF SITE. UTILIZE RAIN GARDENS MAX. BUILDING COVERAGE 35% 11q
Be\ 'l I I N�f MHB 1 .S` .. I': PARKING AS SHOWN.
.; ., . '
BOUND TOTAL IMPERVIOUS 70%
S SOUZA
I I\� 6 JOHN ° �/ ® r 1 CB/DH CONCRETE BOUND/DRILL HOLE
a (I
W— WATER SERVICE IN ALL ZONING DISTRICTS THE BUILDING HEIGHT SHALL
\ X48'6 Q ® I $I r GAS SERVICE
NOT EXCEED THIRTYFIVE (35) FEET AND NO
4, .+� / r 68 - \ i 1 BUILDING WILL CONTAIN MORE THAN THREE STORIES,
to _0gq 6 \ I ox \ a II �. ' DRYWELL- 1000 GAL. EXCEPT THAT THE BUILDING HEIGHT FOR MOTELS
J V� SHALL NOT EXCEED THIRTY (30) FEET, AND MOTELS
WILL CONTAIN NO MORE THAN TWO STORIES.
Q I\ a N 2% SEE ANNOTATIONS ON PLAN FOR OTHERS
co r I 1 J i — `,� 15% MAXIMUM IMPERVIOUS LOT SURFACE COVERAGE,
OR 2500 SQUARE FEET OF ANY LOT,
Pyl. I l WHICHEVER IS GREATER, UNLESS ARTIFICIAL RECHARGE
WkK a ; ' /c' �'�[ �� Q ✓;' FOR EXCESS RUNOFF IS PROVIDED, AS NOTED IN
RES E. P WVDS if PLAN I \ _�� 1 i 'I`n i 310 CMR 22.21 (2)(8)8. IN NO CASE WILL THE
os` 3Rv ARKIryG AR I �� \ \ ` X66 I I 1%° p I I I ^ F� MAXIMUM BUILDING COVERAGE EXCEED 35% OF
z[�`TER � (M� r hy[s) `— - \i`- - ." - 110 i JOHN �z THE TOTAL LOT OVERAGE EXCEEDEA NOR TOTAL 70% OF THE TOTAL IMPERVIOUS
OOTUAREAT
_ I WHEN AN APPROVED ARTIFICIAL RECHARGE SYSTEM
;UY WIRE 71 1 I I ' FOR STOR% WH -Ft RUNOFF HAS BEEN PROVIDED
-��j - _ _i J (NOTE: ARTIFICIAL RECHARGE PLANNED -
L
"ell 35%/70% APPLIES)
.v - -- ". — = mW SITE IS LOCATED WITHIN THE AQUIFER
DEED BOOK 20245 PAGE 248 PROTECTION DISTRICT
TPP. ��Pi. I I-
PLAN BOOK 185 PAGE 81
>\ a� LI Nlf OWNER�F RECORD
� (Ty
uR \ /; / /I o / TPP. Zn PAUL CHILOS TAKING OF A PORTION OF SUMMER STREET PER
! ! / f SPECIAL TOWN MEETING OF NOVEMBER 5, 1878 WILLOW STREETINTERNATIONAL HEADQUARTERS LLC
(ARTICLE 2) P.O. BOX 1630
HYANNIS, MA 02601
EASEMENT - CAPE & VINEYARD ELECTRIC COMPANY,
/19\\ ) 1 ET AL, D. APRIL 17, 1967 AND RECORDED IN BOOK ,*� �+
\ J! / /Y II I1 �o �`� lI �_ 1366, PAGE 618 (AFFECTS LOT 1 & 4 ON PLAN IN RE CES
611 ( PLAN BOOK 185,
'71 1
I I L //ry 72� 11 PAGE 81 - LOCATION ESTABLISHED BY ERECTION OF DEED BOOK 20245 PAGE 248
I ij8 i� F 120'-0- -7 I ( LINE). PLAN BOOK 185 PAGE 81
\ T111 1 o I/ ROAD TAKING BY THE COMMONWEALTH OF SCHEMATIC LANDSCAPE PLAN BY STEPHEN STIMPSON &
\ \MHB ( H� �� — �` MASSACHUSETTS OF THE MID -CAPE HIGHWAY D. ASSOCIATES DATED JANUARY 6, 2006 (UTILIZED FOR
• FND7 ' 1 J\ SEPTEMBER 15, 1953 AND RECORDED IN BOOK 854, GRADING AND BUILDING LOCATIONS AS REVISED TO DATE
oGTy \\ HEb)\ 1 \ G I PAGE 108 (SEE PLAN FILED IN TUBE 123 - TAKING )
//( INCLUDES FEE AND IS A NO -ACCESS TAKING). PERIMETER AND DETAIL SURVEY BASE PLAN BY DCE.
Rik
RESERVATION IN DEED D. JULY 3, 1969 AND RECORDED
GRASS LINED l W NlF
BIOREfENTION AREA / I REID C. ELLIS CB/DH N
� �y ; •� saw
\ \ S8'&12J\ Y W/GGIN I
Scale: I"= 40'
0 20. 40 60 80 100 FEET
INTERNATIONAL FUND FOR ANIMAL WELFARE YARMOUTHPORT, MASSACHUSETTS designLAB ARCHITECTS DOWN CAPE ENGINEERING, INC.
IN BOOK 1442, PAGE 213 FOR USE OF SUMMER
STREET.
ROAD TAKING BY THE COUNTY OF BARNSTABLE -
WILLOW STREET, D. JUNE 8, 1973 AND RECORDED IN
E'JOK 1875, PAGE 284 (SEE PLAN FILED IN PLAN
BO'U'T; 2ii, 'PAGES 88-92- TAKING INCLUDES FEE AND
SLOPE EASEMENT ON ADJOINING LAND WHERE
REQUIRED).
STEPHEN STIMSON ASSOCIATES LANDSCAPE ARCHITECTS
CIVIL SI "r PLAN
OF LAND AT
WILLOW STREET
-�
IN
YARMOUTHPORT, MA
PREPARED FOR: ;
I.F.A.W.
DATE: MARCH 1, 2006
REVISED: APRIL 13, 2006 (CCC, TOWN COMMENTS)
REVISED: MAY 16, 2006, (DD SET)
Scale: 1"= 40'
0 20 40 60 80 100 FEET
off 508-362-4541
fox 508 362-9880
dO wn Cape engineering, inc.
I
Cl VlL ENGINEERS
LAND SURVEYORS
.939 Main Street — YARMOUTHPORT, MASS.
05-077 SITEPLAN.DWG
f
IFAW Headquarters
Yarmouthport, MA
designLAB architects
374 ConSt. Suite 507
gress
Boston, MA 0221 b
t 617 350 3005, f 617 350 6006
DESIGN
CONSTRUCTION
MARK DATE DESCRIPTION
PROJECT NO: 05.002
DRAWN BY. DAO
CHECKED BY: AHO
DATE: MAYW,2006
SCALE: AS NOTED
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Drawing Title:" "
CIVIL SITE PLAN
100% Design Development Set
C1 .0
U
e SOl-552_4541
fa. WS 562-Y550
down
cope
engineering, inc.
,i 6INL ENGINEERS
M LAND SURVEYORS
9S9 Main Stmet
— YARMOUMPORT. MASS.
DESIGN
CONSTRUCTION
MARK DATE DESCRIPTION
PROJECT NO: 05.002
DRAWN BY. DAO
CHECKED BY: AHO
DATE: MAYW,2006
SCALE: AS NOTED
r4'
Drawing Title:" "
CIVIL SITE PLAN
100% Design Development Set
C1 .0
U