HomeMy WebLinkAbout18-890 UACC Asbuilt Site Plan rev 10-31-25o Tha e Rood
45.9
+44.0 DRAIN
�� ro
� 6
LOCUS
MASS COORDS D
C
AD83 0
EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE
+46. y �
+45.8
EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE Dennis
- - Pond
co
cn
BRIAN J. DUNTON +46.2 CAPE COD o
C219810 + 5.9 CO-OPERATIVE BANK -
v o
MAP 112 PCL 57
#18 CARRIAGE LANE +43.5t DRAIN #121 ROUTE 6 � � � � �
OW 0
LOCUS MAP
CB5 - NOT TO SCALE
240.49 RIM 44.1' ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2
INV. 41.1 '
COMBINED LOT AREA: 2.14 AC.t
0 C.B. FND
CB4 C �, 209.33
PAUL & JILL ANDERSON RIM 4$.O', ( < /- - - - - - \ \ - - ® CB EX.10X'%0 G G G - G
DB 5013 PG 31 ) �b INV. 41.0 --( --- -------- 0 D D 0 D 0 0 `J G o
MAP 112 PCL 58 Z 1 ' 8 - - - _ _ _ = r - - - 43.2+ H.B.
#6 CARRIAGE LANE
➢ m
CS6
MH4 �0 � MH5 �V ADDITIONAL RIM 43.7'0
�� 0
RIM 44.1 RIM 44.0'EV INV.41.4II II �
LANDSCAPECALCULATIONS:
V - INV 40 8' OFFICE +43.8
INV. 40
DRAIN �1 L
- 1 TREE REQUIRED WITHIN INTERIOR
FIELD 3 ISLANDS PER 8 PARKING SPACES
�'
62'x36' 46.0 CONC. AC PAD 0 0 � PAVED � I - 88 PARKING SPACES EXISTING
- - 00 WALK 44.5 RAMP PARKING
'%o
0 LOT 89 SPACES/8 = 12 TREES REQUIRED m
Ro C I 0 (13 TREES PROVIDED)
�r �� Ro /0I
• (TYP•)1 0 w 0 - 1 TREE REQUIRED WITHIN FRONT BUFFER
PAVED 0 --1� EVERY 35' ALONG ROADWAY
PAVEDC'10 � LOT
Ro 0 \ A m a - 229.53' OF FRONTAGE EXISTING
PARKING b 43.46
LOT I ( L 229.53'/35 = 7 TREES REQUIRED
EXISTING BUILDING 46 I (7 TREES PROVIDED)
ZONING SUMMARY
2.14 AU T � i I I i
I � ZONING DISTRICT: 61 BUSINESS DISTRICT
1
-o
< I I I 0 0 C m REQUIRED: EXISTING:
I I 1 MIN. LOT SIZE 25,000 S.F. 93,580 SFt
ZL 2G °
I I ELECTRIC R � +43.5 MIN. LOT FRONTAGE 100' 299.53'
< I � I I PANELS 0 MIN. FRONT SETBACK 35' 47.5'
v (�
I I I \ 0 �° �MI-11 N o MIN. SIDE SETBACK 20' 15.1'
I I WALK 0 RIM 42.0' N MIN. REAR SETBACK 25� 227�0'
I MAX. BUILDING HEIGHT 35 <35
I I 0 . 38.2' °SIGN
> I +44.
< I � WALK � li MAX. BUILDING COVERAGE: 25% 9.9% (9,306 S.F.)
165.00 I 1 I 0( ! MAX. IMPERVIOUS COVERAGE: 70% ( )
CB1
12.92 I I I 0 M M M M M M RIM 41.4'� 59.1 � 55,339 S.F.
MAP 122 PCL 1 I A A I C/O I � � M M M M M M M M M ■ M INV. 38.5
GLENN & MONE17E KNAPIK TR. C.B. FND %� I I / I 0 M
DB 30464 PG 95 / I J (T'�P'} n _ _ _ _ _ _ / 4 .28 NOTES
VENTS - i - - - 1 I _ _� S
#19 N SANDYSIDE LANE - - L � 6RAYDAU
- - - - 1 DRAIN F _ # - - - _ - - - (��� 0
-- - - - FIELD 1 - - - - - / CB2 1. DATUM Is
I SAS
-------
0 - - - 50'x21' L -_ -_ _- -_ = - - _ - _ - - J RIM 41.0' o�ti 2. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
- - - - - _ �� - - - - - _ - INV. 38.2510 m DIGSAFE (1-888-344-7233 OR 811) AND VERIFYING
THE SEPTIC � �
on�icn \ f TANK F - - - - - - - - - - - I \_ �'� I UTILITIES APRIOR TION OTOACOMMENCEMENT OLL UNDERGROUNDFWO WORK.
LEGEND
a ELECTRIC METER
CATCH BASIN
15 PARKING COUNT
OVERHEAD ELECTRIC LINES
STONE WALL
WOOD STOCKADE FENCE
(N.T.S) NOT TO SCALE
CONCRETE MONUMENT FOUND
O IRON ROD
HANDICAP PARKING
MANHOLE
-�-- SIGN
,O' UTILITY POLE
BEARING DIRECTION
E GUY WIRE
x BOLLARD
;.
DECORATIVE STONE WALL $ WATER VALVE
PROPERTY LINE STREET LINE
LIGHT POLE
POINT OF BEGINNING
(M) MEASURED CALL
A.C. AIR CONDITIONER
(R) RECORD CALL
B.H.=12.0'---0-- BUILDING HEIGHT
+45.5 EXISTING SPOT GRADE
0==C) SIGN
17=0 EXISTING LED LIGHT POLE
SEPTIC INVERT ELEVATIONS
PIPE
INV. A
43.40
PIPE
INV. B
42.43'
PIPE
INV. C
42.00'
TANK
IN
38.40'
TANK
OUT
38.15
PC IN
38.06'
PC OUT
37.97'
SAS IN
43.46'
MAP 122 PCL 1
GLENN & MONETTE KNAPIK, TR.
DB 30464 PG 95
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
Jim
OF
• O.D
.. 125 & 133 ROUTE 6A
PREPAREDYARMOUTHPORT, MA-----.
O.
UROLOGY ASSOCIATES OF CAPE COD, P.C.
DATE: J U N E 30, 2025
REV: OCTOBER 31, 2025 (FRONT BUFFER VEGETATION)
� �rtH OF 04,gsS9C OF 4fgss9`�
DANIEL yG� �° DANIEL
0 DJALA �`� o AOJA
No.46 02
e
plc ��Q/SToEMC�O�&SS\o
NAL �N�\ qND SURVEY°Q
(L)-3i-L�
1
DATE DANIEL A. OJALA, P.E., P.L.S.
off 508-362-4541
fax 508-362-9880
downcape.com
down cope engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
18-890 125 MAIN.DWGI