HomeMy Public PortalAbout2_Control Documents_2 March 2016 REFERENCES:
DEED: oZH OF MgssgOSG
LCC 467-A GEORGE
467-M o C.
467.0 COLLINS
No. 41784
gROFESS\OAP O�
HARDY (40'WIDE-PUBLIC) AVENUE "D I -�
BENCHMARK
MAG SET
ELEV.500.00
\,G GP� DATUM ASSUMED FIELD BOOK I PAGE INSF.BY DRAFT.BY CHECKED BY
M WA IAO RAPIGCC GCC
499.88 498.42 497.52 _497.32 1 CERTIFY THAT THIS PLAN WAS MADE FROM AN INSTRUMENT
j 50.00' s01.zo 49709 — SURVEY ON THE GROUND ON THE DATE OF NOVEMBER 4,2015
495.45 1
500.50 AND ALL STRUCTURES ARE LOCATED AS SHOWN HEREON.
N N 500.711*3
1 DW
.31 d +,50885 497.49 �FACE OF WALL ON ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
49775 5o1.es PROPERTYONLINE AGENCY(FE.M.A.)MAPS, THE MAJOR IMPROVEMENTS ONTHIS
�'03.20 � �503.29 f12.6'� PROPERTY FALL IN ANAREA DESIGNATED AS ZONE'X"
No. 12 HARDYAVE 6.9 �_ ��`�� ND. 8 �� \ s0220 No.672 BELMONT ST AREA DETERMINED TO BE OUTSIDE 0.2%ANNUAL CHANCE
N/F < sosss s�1a N/F Z
2 STORY JOAN M.DORR FLOODPLAIN).
EUGENE G.DACEY
THERESITADACEY WlF <, C.260261 COMMUNITY PANEL: #25017C0418E
C. 126667 BASEMENT
504.33 �511.30 EFFECTIVEDATE: JUNE4,2010
\
I ST FL:508 97
PEAK 529.72
5.09 5 505.31
PREPARED FOR: NOTES:
JOHN G. NEYLON PARCEL ID: 419-11-246
soszs Sosss r 8 HARDYAVENUE ZONING: T
o WATERTOWN, MA 02472 DATUM: ASSUMED
PATIO
• 506.90 506.89 4 50717� No.666 BELMONT ST
NlF CERTIFIED PLOT PLAN
LOT 246 DANEIL J.LEE
4,500 ±SF WIC.1192973 P. EE �
508.29 LOCATEDAT
x 509.39 510.84 510.89 8 HARDYAVENUE
I
WATERTOWN, MA
SCALE: I INCH=20 FEET DATE:NOVEMBER 5, 2015
No. 17 HALL AVE No. 15 HALL AVE RECEIVEDWF N/F
THE 17-19 HALL AVENUE ROBERT J.ARENA
CONDOMINIUM KARENJ.ARENA BOSTON
D. 1211990 C. 157870 DEC 0 8 2015
PLANNING BOARD SURVEY, INC.
WATERTOWN, MA UNIT C4SHIPWAYPLACE
CHARLESTOWN,MA02129
(617)242-1313
JOB#15-00673 FILE#15-00673- CPP.DWG
REFERENCES:
J DEED: ��P��H 0f MASsgc
/ LCC 467-A
467-M
CEO GE
o C.
467-0 " COLLINS v'
NOTES: No. 4 784
HARDY (40'WIDE-PUBLIC) AVENUE IMPERVIOUS AREA;COVERAGE q�oF
EXISTING: 1435±SF; 31.9% ND ESS�1�
BENCHMARK PROPOSED: 1796±SF; 39.9
MAG SET PORTION OF n
ELEV:500.00 EXISTING WALL ,
��01 DATUM:ASSUMED TO BE REMOVED FIELD BOOK PAGE INSP.BY DRAFT.BY CHECKED BY
lS�'P / M I N/A I MO I RAP/GCC I GCC
4;
499.66 498.42 497.62 497.32 � 1 CERTIFY THAT THIS PLAN WAS MADE FROM AN INSTRUMENT
f 50.00' f ' 49i.os _ SURVEY ON THE GROUND ON THE DATE OF NOVEMBER 4,2015
l _ 50.20 496.45 500.50 AND ALL STRUCTURES ARE LOCATED AS SHOWN HEREON.
w w f -' x 500.71
iv iv_ rn EXISTING 03
03.31 l<50?85 _10.0'- DRIVEWAY ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
\\\\\\\\\\\\\\\ 50-a3 4s74s No.672 BELMONT ST AGENCY(F.E.M.A.)MAPS, THE MAJOR IMPROVEMENTS ON THIS
�03.20 \�50.19 4912 6'- 501.89 N/F "X "
PROPERTY FALL IN AN AREA DESIGNATED AS ZONE X
6.9- \V;� NO, $ �� �-� x 5o2.zo JOAN M.DORR (AREA DETERMINED TO BE OUTSIDE 0.2%ANNUAL CHANCE
No. 12 HARDYAVE 5o3.6s � PROPOSED C.260261
N/F 2 STORY v , RETAINING WALL :o-A FLOODPLAIN).
EUGENE G.DACEY �y�F EXPANSION COMMUNITY PANEL: #25017C0418E
THERC.926667 EITACEY I \ BASEMENT:499.98 04.33 J\ TO TOP E D FENCE RELOCATION EXTENDED RETAINING WALL, � EFFECTIVE DATE: JUNE 4,2010
\ \ PROPOSE
1ST FL:506.97
PEAK:529.72 f1 OR REPLACE IN KIND 7p-\
8 9� ��\��\��\� PREPARED FOR: NOTES:
-'So4.as _ _ JOHN G. NEYLON PARCEL ID: 419-11-246
505.26 PROPOSED 8 HARDY AVENUE ZONING: T
Tn � ASPHALTDRIVEWATERTOWN, MA 02472 DATUM: ASSUMED
, o EXPANSION
PATIO II o 10%SLOPE
i
EXISTING FENCE
506.90 x 506.89 507.17" TO BE RELOCATED No.666 BELMONT ST
W
41 N/F
LOT 246 WILL DANEIL
M LEE
CERTIFIED PL 0 T PLAN
4,500+SF
K 508.29 C. 192973 SHOWING PROPOSED CONDITIONS AT
x 509.39 8 HARDY AVENUE
1 510.84 510.89 I PROFILE
.�--- 50.00'� V �1 NOT TO SCALE
PEAK 529.72 1 ------ WA TERTOWN, MA
= -
SCALE: 1 INCH=20 FEET DATE:MARCH 2, 2016
N
No. 17 HALL AVE No. 15 HALL AVE 1ST FL=506.97 ---
N/F N/F AVE GRADE=503.9- -
BASEMENT=499.98
THE 17-19 HALL AVENUE ROBERT J.ARENA _ B0S TON
CONDOMINIUM KAREN J.ARENA III III III III III I I I III=
D. 1211990 C. 157870
SURVEY, INC.
UNIT C4 SHIPWAY PLACE
CHARLESTOWN,MA 02129
(617)242-1313
JOB#15-00673 FILE#15-00673-CPP-R2.D WG
42'-0"
EX. GRADE 9 SIDE YARD
9 42'-0" FROM BACK OF
SIDEWALK = 505.09'
(DEPTH OF EX. PAVED DRIVE) EX. GRADE 9 TOP OF
WALL = 501.89'
GRADE ® EX. TOP OF WALL
VARIES
PORTION OF EX REATAINING
WALL TO BE REMOVED TO
EX. GRADE a BACK I I ALLOW FOR EXTENSION OF
SIDE OF SIDEWALK I E EX. STONE I I EXISTING DRIVE
BEGINING OF PAVED RETAINING WALL
DRIVE = 491.32' j j EX. GRADE ELEV TOP
�L I 1 OF 1.4PAVED DRIVE _
1 (EX. SIDEWALK)
PROPERTY LINE
NEYLON o -
8 HARDY AVENUE, WATERTOWN, MA etiSER[O Tp
C�o.4627 i
- VIEWPROFILE of EXISTING DRIVEWAY : ryYTgMlly. p` �
TOWARDS SIDE-YARD PROPERTY LINE f IW
12-29-IS (REV. 02-26-I6) I/41I = II-0" s
RONALD HENRI ALBERT, AIA-ARCHITECT
5'-0" +/-
(V.I.F.)
EX. GRADE 9 SIDE YARD
9 42'-0" FROM BACK OF
SLOPE FOR TOP OF NEW WALL SIDEWALK = 505.09'
TO MATCH EXISTING GRADE a
SIDE-YARD PROPERTY LINE
F (DEPTH OF EX. PAVED DRIVE) EX. GRADE 9 TOP OF
WALL = 501.89'
GRADE e EX. TOP OF WALL
VARIES :.; -.NEW REINFORCED,CONCRETE; . .. .:. :• .
REYAINING•.WALL W/.WEEP.WOLES.� ':� : .•: :. . ,. :.
EX. GRADE 9 BACK r o. POURED CONCRETE,
SIDE OF SIDEWALK t �—EX. STONE
I t, NOTE: GRADE STAIR
BEGINING OF PAVED RETAINING WALL ,:•:C1, \ MAXIMUM HEIGHT OF RETAINING
DRIVE = 491.32' `MAXIMUM SLOPE OF NEW
PAVED DRIVE = 10% WALL ABOVE NEW DRIVEWAY
I,, PROFILE = 3'-8°
(EX. SIDEWALK) �MAXIMUM SLOPE OF NEW
PAVED DRIVE WITHIN 1O'
PROPERTY LINE FROM EXISTING SIDEWALK
YLON
8 HARD
8 HARDY AVENUE, WATERTOWN, MA
PROFILE of PROPOSED DRIVEWAY-VIEW Ix14 i'
14 Noa 4b27
TOWARDS SIDE-YARD PROPERTY LINE �.Y, u. I
12-29-15 (REV. 02-26-I6) 1/41, = 1'-01,
RONALD HENRI ALBERT, AIA-ARCHITECT
NEW FENCE AS SEL.,
BY ABUTTER
•
Q. .. . C. O
I
EX. SIDE- o n I EXTENDED (V.I.F.)
WALK ASPHALT I C) 2 � ASPHALT -
DRIVE n I w DRIVE
xLLI 10% SLOPE
w °c (TO REAR YARD)
w UP I I I I)
I IIII �
EXISTING BASEMENT
AT HOUSE
NEYLON
8 HARDY AVENUE, IUATERTOIUN, MA
W 4627
PLAN of PROPOSED DRIVEWAY EXTENSION "I r
o
ALONG LEFT-SIDE LOT LINE
02-26-I6 1/4" = 1'-0" S
RONALD HENRI ALBERT, AIA-ARCHITECT