HomeMy WebLinkAboutSD-373-21� 07A
SOIL LAGS:
SOIL 7ES7NO WAS POFORMED BY ME7 ON MAY 9, 1996.
TEST PIT 11 TEST PIT 0
0- l0" LOAM 0 -10" LOAM
10" -36" SUBSOIL 10" -30" SUBSOIL s
36 " -86" HARD PACKED SANDY GRAVEL 30° -102" HARD PACKED SANDY GRAVEL
NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED 1S
(AT TE RAM 20
48 }MIN. /tNCH co, �� s
G -1 TEST PLATS sMH #a
5" AM
t5 " -30" SUBSOILS N9k �}S R= 19780
Qt1 PflP INV (1N) =190.21
30" -144° HARD PACKED SANDY GRAVEL �j4 �F NV.(lN)= 185.8E
NO GROUNDWATER OBSERVED �� NV. (0)T) 85.8 6±
C3#9
�+�/ JlL R =197.15
�iI. BESC �/" /l : INV..(IN)= 193.5±
INV. (IN) 193.5±
MERRIMAC SERIES CONSISTS OF NEARLY LEVEL TO STEEP, DEEP(5+ft), SOMEWHAT EXCESSIVELY INV.(OUT)= 193.4±
DRAINED SOILS ON GLACIAL OUTWASH PLAINS, TERRACES AND KAMES THEY FORMED IN WATER -
SORTED, SANDY GLACIAL MATERIAL. MERRIMAC SOILS HAVE FRIABLE FINE SANDY LOAM AND
SANDY LOAM SURFACE SOIL WI7H MODERATELY RAPID PERMEABILITY OVER A LOOSE
STRATIFIED SAND AND GRAVEL SUBSTRATE AT 18 TO 30 INCHES WITH RAPID PERMEABILITY. f
THEY HAVE FEN' LIMITA77ONS FOR MOST USES
id�i+l��s
STONE BOUND ❑ SB STONE BOUND 'Acym
STONE WALL n S6/DH STONE BOUND
D
HYDRANT W/ DRILL HOLE z 9
E CB/DH CONCRETE BOUND
UTILITY POLE W/ DRILL HOLE m
WATER SERVICE d DH DRILL HOLE
RUBBLE WALL
W4 TER GATE Sr SQUARE FEET (NO VISUAL
SIGNIFICANCE)
EXISTING
-5- SEWER MAIN
Os SEWER MANHOLE TBA
D DRAIN MAIN HA LES
-x- BARB WIRE FENCE 0 CATCHSASIN � I%
WF '8
-WS WATER SERVICE EPLP ESCUTCHEON PIN IN LEAD PLUG �g
-SS SEWER SERVICE
-ONW- OVERHEAD W9RES " DIRECTION OF SURFACE DRAINAGE FLOW
REMAINS OF"
0» 2 6/ Kf %
® ® MOST SUITABLE AREA FOR DEVELOPMENT STONE WALL /
APPROXIMATE EDGE OF \ I& f
EXISTING TREE CANOPY t SLOPES 15% OR GREATER / • Eyck
• 81. DECIDUOUS TREE - 1 24- 18"
08 CONIFEROUS TREE 9
gp SURFACE LEDGE
® • ® EDGE OF BORDERING VEGETATED WETLANDS �
A''
� HAY BALES �
APPROVED BY- �
� / � f11`
LEXINGTON PLANNING BOARD
i
111a1 qed
DATE
I DECLARE, TO THE BEST OF MY PROFESSIONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THIS PLAN WAS PREPARED IN ACCORDANCE
WITH THE RULES AND REGULA77ONS OF 7HE
REGIS7ERS OF DEEDS
A 3 °1?
INC. DATE
FOR REGISTRY OF DEEDS USE ONLY
�,
CLERK OF THE TOWN OF
LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT 7H£ N077CE OF
APPROVAL OF THIS PLAN BY 7HE LEXINGTON PLANNING BOARD HAS
BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
SUCH RECEIPT AND RECORDING OF SAID NOTICE.
&," Jt*vw _ CL !99 S�
TOWN ARK LUTE
MAPLE
EXIST.
2 STORY WOOD -,,
FRAME DWELLING
No. 92 ADAMS STREET
DRIVEWAY
-8" (TYPE UNKNOWN)
J5___�
nal
r
'w to
NG m
z
� � o
_ z W
N� z
-o
-01� �t
20 "•
R= 797.32
IN (IN)= 193.71
INV (OUT) =193.7±
1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON
WERE OBTAINED FROM A PARTIAL FIELD SURVEY PERFORMED BY MERIDIAN
ENGINEERING, INC. ON THE GROUND ON SEPTEMBER 3, 4, & 5, 1996.
2. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. MERIDIAN ENGINEERING, INC. DOES NOT WARRANTY
NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT
DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION,
SHALL VERIFY THE LOCA77ON OF ALL UTILITIES AND CONTACT DIG SAFE
AT 1 -800- 322 -4844.
3. EDGE OF VEGETATED WETLAND AREAS WERE DEMARCATED BY THE PRENTISS COMPANY
ON APRIL 29, 1996. AN ORDER OF CONDITIONS WAS ISSUED BY THE LEXINGTON
CONSERVATION COMMISSION ON JULY 7, 1996.
4, LOCUS IS DEPICTED AS PARCELS 62C (LOT 8) & 137 (LOT A) ON LEXINGTON ASSESSORS MAP 69.
5. LOCUS DEED BOOK 25715, PAGE 059 RECORDED AT MIDDLESEX SOUTH REGISTRY OF DEEDS
6. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS
WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO
OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS DOES
NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.
SMH#7
R= 198.92
INV. (OUT) = 193.01
C8#6
R= 198.59
INV.. (1N)= 194.8±
INV. (OUT) = 194.7±
CB#5
R= 198.58
INV. (OUT) =195.0±
BENCHMARK: HYDRANT
FRONT CAP BOLT
ELEV. =20251
`jam 1 l / ryoti
E T LE
14»
6 y�
2 M SAPLINGS WITH
j aT A #W l2" -18" DiA.
:N
LAM AI$EA7--__1 /
k826i 2" "GARAGE SLAB
{(TO BE REMOVEDDO(X3LEBIT C
DRI
TOTALc'LOT
ou OT A ANN B9 1 DOUBL 6 „8
%6 � ! / 8„
�\ 70 "_= A ` **,L 1 ••BL r 12
RNox-
209.91 ci�FS�X COV 17F J
INV. = 200:4± DTI Z,4 >g4S Cp2c
YOVTJ AgLF
BENCHMARK HYDRANT (P
SPINDLE ELEV =211.48
SIZE ANALYSIS AMMA TiON
-THERE IS NO SIGNIFICANT NOISE IMPACTING THE S17E
-THERE ARE NO HISTORIC OR ARCHITECTURALLY
SIGNIFICANT STRUCTURES ON OR ADJACENT TO THE SITE
- ACCORDING TO THE SCS SOILS MAP, THE SI7E IS COMPOSED
OF TYPE TYPE 261 (MERRIMAC -URBAN LAND COMPLEX).
-THE SUBJECT PROPERTY IS LOCATED IN ZONE C (AREAS OF
MINIMAL FLOODING, NOT SITED AS FLOOD HAZARD AREAS) AS
DEPICTED ON THE FLOOD INSURANCE RATE MAP OF LEXINGTON,
MASSACHUSETTS, COMMUNITY PANEL No. 250198 0005 B
-THERE ARE NO SIGNIFICANT VIEWS
20" U
SMH #2 SMH#j ��l!
R =208.66 R= 205.33
INV. 200.7± INV.(IN)= 198.7 ±(6 "PIPE)
(8" STUB) INV (OUT) = 198.1±
MATURE
MAPLES
10°
2
24
6"
jP OUBL E
2 "DOUBLE
WOODx
W
POST
REMAINS OFD
BARB WIRE FF/GC1
kq,
T IA, DOGI
ERY PO �►
12"
O
•4"
:0) Y 4„ 8 „• 210
KE i•
��0'���
_!36" __-�214
®61
• 6
.,
%A-
m
e /
� 6 " -t2" OIA. MAPLE TREES IV
AND SAMPLINGS WI7H A FEW
MATURE BLACK LOCUST TREES
oa IN POOR CONDITION.
3 FRUIT TREES
(POOR CONDITION) FEET
qA
OSOG.�,•
SF
"THIS PLAN IS SUBJECT TO A COVENANT DATED _) C4 q- �_____"
"THIS PLAN IS SUBJECT TO A CER77FICATE OF ACTION DATED 12kiL17 ___"
"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED
REW90NS
DWG,f273IANLY (XREF• 2731MAIN)
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