DOA - 121 Camp St - Site PlanN/F TOTAL AREA = 1,178,347 S.F. = 27.051 Act
N/F DAVENPORT REALTY TRUST TOTAL UPLAND AREA = 1,166,062 S.F. = 26.769 Ac.
JOHN J.ROSARIO, TRUSTEE TOTAL WETLAND AREA = 12,285 S.F. = 0.282 Ac.
TOTAL IMPERVIOUS COVERAGE = 287,440 S.F. = 6.598 Ac.
TOTAL LINEAR FEET OF ROADWAY = 5,186.99'
TOTAL NUMBER OF BEDROOMS = 408
THE PARCELS OF LAND INVOLVED: (321 ' (3 1 AND (3806)
THIS PLAN SHOWS EXCLUSIVE USE AREAS AT EACH
WASTEWATER TREATMENT FACILITY SOIL ABSORPTION SYSTEM PROPOSED HOUSE
N/F12' x THERE IS NO UNIT 24, UNIT 31, OR UNIT 132.
THOMAS J. RUHAN STRUCTURE THERE ARE 136 UNITS.
7 r _�
— � I : 16
20 -- --
23 _ 21 • " ` -j r y I Jrl 15 DAVENPORTN
isr REALTY TRUST
—1 I a- — DRAINAGE
AREA
J 9 / 2
.._. -
22 r' \ 1425 7�
a; 124
v i R.Fi3
a
!i
DRAINAGE V - ` <\ \ I 8 R� ,.
i 'I ; -4 \ ;_----
'26
_ : 125
D 63
,. X26 1 i I 1_ / 12
2 43
sl _ — I L 1
{ 47 _
36 { l..- 37 38 46 45 44 -.._ �, 128 _ 6
l --
48 , , �-_._ , . = ' ` 127
45
39 $ '
50 49
j I I' ;I ( 'I
- 4 }
51 _ _
I FUTURE I , , I J 12 129 .
N/F �..- � i DRAINAGE L_ f ( - - / 9 1---• , ,.. , _ __: {.. __.�
JAMES F/RUHAN y, 27---�',��!Y ii 1
I 'I
130X\ NAGE `I
AREA j 139 �
R=285
I
/28 as R*28s R�2° z i 131 \ /\ \ , r it 122 �.
� \
o '
o
58
u
-._ 59 10
DRAINAGE _ I 60 i \ 138 /
29 - ' ( AREA a _
f 1 f p
_ —_J ~61 R Z SBUSOL DRAINAGE
a
/;.
0 � �
1 1 j,__.., -< 5..._� 56 57 52 a KIOSK AREA ' \,'1
I I 54 I 5 I 66 65 9a o AR \ X 37 \ ' 121
1 WI L�-53 69 68 67 '' I' / I
DE EMERGENCY ACCESS 30 52 _---` f i 64 / i �'" 136
T FERNDOC ROAD WITH - 72 71 70 r__�,I I FUTURE I F QZo
_ _ { I DRAINAGE " I r " ' / 133' a 120
B EAK-AWAY GATE AT END a - 4 i I' I i 'I a ; 1 L_-- -1 LOT
ORA1NACf--) D 3 ✓' 135 \ Xl
J 6
AR
DRAINAGE - 111 134
fA P� AREA I ^-
c R2*360112 _515 119
,Q R=340 �� N/F
a?0 AR A OF�� ` R j' \ TOWN OF YARMOUTH
N/F
PATRICIA M. BURKE
N/F
BAR 4STABLE /\O
WATEF COMPANY
I
-
Q 1 -
AREA Z
32 I I I {78 I 9
DRAINAGE
1
{76 85
73 - I 75 87
86 ,
--' 74 88 I i
1
91 9� _ X89' .81
'':I 4
92 _ I I
84'
' � A I-. I , PUMP
33 - — i i 1 STATION
83
34
mos
- R-289 I
%-
5T L
C r�
DRAINAGE
•� -'-- � '.I- i I _.j ',,I .- II AREA `.I. v _! .I _—� :�._..,,_�� ,� '•\_../ -�:
98 99 100
.. 96 97 101
..i_.._..._�� 2
94 95
93
102 �� r
e,
103/
N/F
J. CRAIG MEDEIROS
00
/ 6"
,�
N/F
TOWN OF YARMPUTH
II
I
j PROPOSED
DECELERATION
I 1 LANE
N f
ff--•• I
//••yW
v,L 1
LOCUS
PROPOSED
ACCELERATION
LANE AND BUS STOP
OAKWOOD
AVE.
LOCUS MAP
NOT TO SCALE
DWELLING TYPES
26'
X
33'
26'
X
32'
28'
X
38'
26'
X
34'
26'
X
36'
SHEET INDEX NOas the TICE
' ` ' responsble�Professional Engineer. or Professtsional ginal (Lanredd Survstameyor the
�� appears on this plan:
(A) no person or persons, Including any municipal or other
PROPOSED LAYOUT SHEET 1 public officials, may rely upon the Information contained heroin; and
EXISTING CONDITIONS SHEET 2 (B) this plan remains the Property of Holmes & McGrath, Ina.
'— UTILITY PLAN SHEET 3 2/25/42 REVISIONS REQUESTED BY TOWN JAM II
1 \� p
105 GRADING PLAN SHEET 4 2/11/02 ADDED DWELLING TYPE f/2 AND DRIVEWAYS JAM
DRAINAGE & ROAD PROFILES SHEETS 5-11 1/16/42 ADDED STUMP DUMP AREA PJR MBM
\/ SEWER PROFILES SHEETS 12-18 12/7/01 CHANGED NAME OF SITE TO MILL POND VILLAGE
PROPosED. Row DETAIL SHEET SHEET 19 CHANGED NAME OF ALL ROADS JAM MBM
OF STAKED OIRMW BALES
NOTE: NOTIFY CONSERVATION COMMISSION
PRIOR TO ANY WORK OCCURING
THE 100' BUFFER ZONE. A
\�o
BORDERING VEGETATED WETLANDS
all,
EDGE OF UPLAND AS PER PLAN ENTITLED "PLAN OF LAND — YARMOUTH & BARNSTABLE, MASS."
SURVEYED FOR STUDLEY'S CONCRETE WORKS, INC. PREPARED BY WHITNEY & BASSETT —
ARCHITECTS & ENGINEERS, HYANNIS, MASS. DATED: MARCH, 1974
GRAPHIC SCALE
1 inch - 60 ft^
10/16/01
II,
JAM
MBM
DATE
DESCRIPTION
all,
EDGE OF UPLAND AS PER PLAN ENTITLED "PLAN OF LAND — YARMOUTH & BARNSTABLE, MASS."
SURVEYED FOR STUDLEY'S CONCRETE WORKS, INC. PREPARED BY WHITNEY & BASSETT —
ARCHITECTS & ENGINEERS, HYANNIS, MASS. DATED: MARCH, 1974
GRAPHIC SCALE
1 inch - 60 ft^
I
10/16/01
REVISED TOTAL HOUSES FROM 139 TO 136
JAM
MBM
DATE
DESCRIPTION
DrawnChecl
REVISION S
PROPOSED LAYOUT
SITE PLAN
PREPARED FOR
MILL POND VILLAGE
IN
YARMOUTH,
MA
180
SCALE: 1 "=60'
DATE: SEPT 12, 2001
' `�,�5 N OF4,
��" MICHAfL�9�s
oMCIG B.
,9 AT
m No
No
holmes and mcgrath, inc.
civil engineers and Ian surveyors
200 main street 508 548-3564(PHONE)
falmouth, ma. 02540 508 548-9672(FAX)
DRAWN:
TMS, JAM
CHECKED:
• q, LANOS
V\VLLAGE\201197\LAYDUT.DWG
JOB N0: 201197
DWG. NO.: 78-5-13
SHEET 1 OF 19
I