HomeMy WebLinkAboutSD-383-2SUBDIVISION
EXI5TIN6 BRICK HOUSE
EXISTING WOOD FRAME
FARMHOUSE, C. 1840
TO BE RELOCATED
OR REMOVED
STONE WALL 5E6IN5 TO
DIMINISH IN QUALITY
DEAD SUGAR MAPLE —
EXISTING STONE WALL
AND ROW OF 5U&AR MAPLE
TREES ADD CHARACTER AN
DEFINITION TO PROPERTY
ALONG ADAMS STREET
EXI5TIN6 VICTORIAN
HOUSE, c. Ig00.
EXISTIN6 GARAGE
TO BE REMOVED
NOW OR FORMERLY
TOWN OF LEXINGTON
FI5KE ELEMENTARY
;SCHOOL
/ j� A l EXISTING PLAY FIELDS 198.
200.9
'02 00� — • 20 200.2
ZE
�.y.s • aoa
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NOW OR FORMERLY 20 5.4 206.9
t c� FRANCES M. BASKIN -
V 205.2' /
206.4 "fo 78 / a/O
1
EXI5TIN6 4' TALL STONE—`
HALL ALONG SOUTHWEST
EDGE OF THE SITE PROVIDES
A VISUAL BOUNDARY BETWEEN
THE SITE AND THE WOODLAND
ROAD PROPERTIES
bUBDIVISION
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APPROVED BY:
N&TON PLANNIN BOARD 1. THERE 15 NO 516NIFICANT N015E IMPACTIN6 THE SITE.
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' NOW OR FORMERLY
ARL£NE Z. MILLER
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VAN a-CIMIM
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NOW OR FORMERLY
HERBERT A. &
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NOW OR FORMERLY
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OR FORMERLY
LOUISE B. HATFIELD
NOW O- FORMERLY
GENEVA M. SM17HLIN
NOW OR FORMERLY
_ZONI N
ZON RIG
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5 .I. RS -- --.._. L Qj�D
.1 F1111 I
TOWN OF LEXINGTON
2. THE 5U5JECT PROPERTY 15 LOCATED, IN ZONE C AS DEPICTED ON
THE FLOOD INSURANCE RATE MAP FOR LEXI'N&TON, MASSACHUSETTS,
COMMUNITY PANEL NUMBER 250145- 00050, DATED 50 SEPT. Ia55.
-5. TOP06RAPHIC DETAIL, NATURAL AND MAN MADE SURFACES, FEATURES,
AND PROPERTY LINE ARE BASED ON A PLAN BY MERIDIAN ENGINEERING,
_ r ''' ;INC`. DATED FEBRUARY II, I144b
4. 5A5ED ON THE MASSACHUSETTS NATURAL HERITAGE ATLAS (Igq'7-418 ed.)
THERE ARE NO PRIORITY 516N5 OF RARE SPECIES HABITATS, NO EXEMPLARY
YA7t NATURAL COMMUNITIES, NO ESTIMATED HABITATS OF RARE WILDLIFE, NOR
ANY CERTIFIED VERNAL POOLS AITHIN THE VICINITY OF THE PROPOSED PROJECT.
5. BASED ON AN INITIAL FIELD WALK BY LARSON ASSOCIATES, THERE
WERE NO V1515LE ROCK OUTOROPPINC75 LOCATED ON THE SITE.
PEDESTRIAN PATH 6. MATURE VE6ETATION CONSISTS PRIMARILY OF ASH, MAPLE, OAK, HEMLOCK AND PINE.
/— LEADING TO 50HOOL -7 STOPPING 516HT DISTANCES AT ADAMS STREET FROM THE 51TE ARE WELL IN
EXCE55 OF REQUIRED 250' MINIMUM.
5. PARCEL 15 LOCATED IN RO ZONIN6 DISTRICT.
501 L.5 INFORMATION:
501L TE5TIN6 AAS PERFORMED BY MEI ON 01/04195
TEST PIT AND PERC TEST #IA TEST PIT #3 TEST PIT #10
0 -10" SANDY LOAM (A) O " -12" SANDY LOAM (A) 0 " -12" SANDY LOAM (A)
10 " -38" SANDY LOAM (8) 12" -30" LOAMY SAND (8) 12 " -32" SANDY LOAM (B
38 " -60" SANDY LOAM (C) 30" -120" LOAMY SAND (C) 32 " -60" COARSE SAND(!)
60" -115° LOAMY SAND (C2) *E.S.H.G.W 0 76* 60" -102" LOAMY SAND (C)
*E. S. H. G. W. 0 80" G. W. 0 100° *E. S. H. G. W. 8 74"
P£RC. TEST 1, DEP7H =73 ; RATE =4 UPI •[E51• PIT #4 TEST PIT #11
I ErJ-I PIT #IB O " -8" SANDY LOAM (A) 0° -10" LOAM (A)
8 * -3O" LOAMY SAND (B) 10 " -36" SANDY LOAM (B)
0 -70" SANDY LOAM (A) 30° -124° LOAMY SAND (C) 36" -1160 LOAMY SAND (!)
10 " -48" SANDY LOAM (B) *E.S.H.G.W. 0 124" *E.S.H.G.W. ® 96"
48 " -78* LOAMY SAND (C)
78" -129" LOAMY SAND (C2)
* TEST PIT #5 TEST PIT #12
*E.S.H.G.W. 0 76" G.W. 0 100'
0 " -10" SANDY LOAM (A) 0 " -8" LOAM (A)
TEST PIT #2 10" -36" LOAMY SAND (8) 8 " -26" SANDY LOAM (B)
36" -118" LOAMY SAND (C) 26' -120" LOAMY SAND (C)
0 " -8" SANDY LOAM (A) *E.S.H.G.W 0 100" *E.S.H.G.W. NOT OBSERVED
8' -28" LOAMY SAND (B)
28 " -96" LOAMY SAND (C)
*E.S.H.G.W 0 96"
*E.SH.G.W. - ESTIMATED 5EA50NAL HIGH GROUND RATER
TOWN OPEN SPACE
Y
�N BASED ON THE MIDDLESEX COUNTY SOILS SURVEY THE THREE TYPES OF 50IL15 FOUND AT THE 51TE ARE AS FOLLOA5:
1150 CANTON SOILS CON515T OF FRIABLE FINE SANITY LOAM SURFACE SOIL AND SUBSOIL AITH MODERATELY RAPID
PERMEABILITY, OVER A LOAMY COARSE SAND TO LOAMY FINE SAND SUBSTRATUM AT 18 TO 3b INCHES AITH RAPID
PERMEABILITY.
8D CHATFIELD- HOLLI5 -ROCK OUTCROP COMPLEX CONSISTS OF GENTLY 5LOPiNCG TO VERY STEEP, SHALLOA, SOMEWHAT
EXCESSIVELY DRAINED SOILS ON BEDROCK CONTROLLED UPLANDS.
259 URBAN LAND CONSISTS OF AREAS WHERE THE SOIL HAS BEEN ALTERED OR OBSCURED BY CONSTRUCTION. SLOPES
RANGE FROM NEARLY LEVEL TO STEEP.
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LEXINGTON, MA5SACHU5ETT5 HEREBY CERTIFY THAT THE NOTICE OF
APPROVAL OF THI5 PLAN BY THE LEXINGTON PLANNIN6 BOARD HA5
BEEN RECEIVED AND RECORDED AT TH15 OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER
5UCH RECEIPT AND RECORDING OF SAID NOTICE.
be" °' %,,q i
TOWN CLERK DATE
LEISEND:
®.. PROPERTY LINE/
LINE INDICATIN6 AREA OF 51TE
DECIDUOUS EvER6REEN BETTER SUITED FOR DEVELOPMENT
® EXISTING TREES
EXISTIN(G CONTOUR
mmummommim DIRECTION OF OVERLAND
WATER FLOW
PEDESTRIAN TRAFFIC
ZONING DISTRICT BOUNDARY
STEEP SLOPES (1'5% AND GREATER)
I DECLARE TO THE BEST OF MY PROFF-55IONAL
KNOWLEDGE, INFORMATION, AND BELIEF, THAT
THI5 PLAN AA5 PREPARED IN ACCORDANCE
WITH THE RULE5 AND RE6ULATION5 OF THE
Pf-c-'ISTE DEEDS.
PR L ON A55 CIATE5, IN
D�
OR ERIDI ENG �?�-
NO. I DATE I DESCRIPTION
BY 1 CHK'D
PORTER LANE
DEFINITIVE +: j V a A
SITE ANALYSIS PLAN
FOR PARCEL LOCATED IN
LEXINGTON, MASSACHUSETTS
(MIDDLESMf COUNTY)
PREPARED FOR
THE WINDERMERE GROUP, INC.
SCALE. 1 "= 40' DATE: AUGUST 33, 1998
LARSON ASSOCIATES, INC.
LANDSCAPE ARCHITECTS / SITE PLANNERS
22 MILL STREET, SUITE ONE {781) 641 -2150
ARLINGTON, MA 42174 FAX (781)' 643 -9221
SHEET No. 2 OF 12 LAI PROJECT No. 9804