64-598 - 0 SPRINGSIDE AVENUE - CONSERVATION COMMISSION (002) PF DEP 64- 59 $� T
Plans 1
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A13 A14
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N/F , - -NEW ENGLAND / / _ N/F
POWER CO. goy _ FANNIE POMAKIS
PARCEL ID: 09-0261 -0 A11 // —/" 2 SPRINGSIVE AVE.
PARCEL ID: 09-0264-0
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_ _ SILL ELEV.= 119.1
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' GARAGE VINYL SIDED TANKS /
W LIMIT OF W K r ; BELOW //4 /
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EROSION CONTROL \` PERIMETER DRAIN -22,f1 ELECTRIC
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PARCEL ID: 08-0076-0 i W— �/ V, / 8" CLAY S S
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SPRINGSIDE AVENUE
GRAPHIC SCALE
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RALPH � '(/)
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No. 29422
a�OIN FEET
F S 1 inch = 20 ft_
b0
SALEM , MASSACHUSETTS
AS BUILT PLAN PREPARED FOR:
"I CERTIFY THIS PLAN WAS PREPARED FROM JOHN C O N N O R
AN INSTRUMENT SURVEY AND SHOWS EXISTING
CONDITIONS FOUND ON MAY 10, 2017" SPRINGSIDE AVENUE
PARCEL ID: 09-0262-0
DEED REFERENCE: BOOK 34803 PAGE 32
RALPH W. REID P.L.S. RE 1
REID LAND SURVEYORS
365 CHATHAM STREET R
LYNN, MASSACHUSETTS %x S
R16-024
PHONE #781 -592-2660
s
LTS/RWR DATE: MAY 10, 2017 SCALE: 1 "= 20'
j
ZONING DISTRICT:
R1
NEW ENGLAND PROPOSED 48' X 26'
POWER CO. FOUNDA11ON
PARCEL ID: 09-0261 -0
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Ld I 2,�k� 48 No �� 2 SPRINGSIVE AVE.
y PARCEL ID: 09-0264-0
w PT. LOTS PR PoSEp
77A, 7713, '77C (,fk 77D9 FOUNDATION/
N/F 129 595±S.F. I '
NEW ENGLAND rl
POWER CO. b ASSESSED 240,97'
PARCEL ID: 08-0076-0
21.0'
0 SPRINGSIDE AVENUE
J
w z SALEM , MASSACHUSETTS
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PLAN OF LAND PREPARED FOR:
J RALPH
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E u�F SPRINGSIDE AVENUE
b a,� PARCEL ID: 09-0262-0
3' DEED REFERENCE: BOOK 34803 PAGE 32
GRAPHIC SCALE REID LAND SURVEYORS
o ,5 as 120 365 CHATHAM STREET ,R
LYNN, MASSACHUSETTS %"'
PHONE #781 -592-2660
( IN FEET ) R16-024
inch = 30 tt. LTS DATE: MARCH 29, 20116 SCALE: 1 "=30'
3
9
RECORD OWNER: GEORGE GIANNIS-NOE
ASSESSORS MAP 9 PARCEL 262 1
DEED REFERENCE: RECORD BOOK 21789 PAGE 249
i PLAN REFERENCE: REC. BOOK 3611 PAGE 542
DETAIL
I
SILT SOCK FOR EROSION CONTROL
L E G E N D
1'xt"x3' WOODEN POSTS
(� AT 8' O.C. (MAX.)
FLOW DIRECTION
--- - y FRONT DI TRICT15R1 o DMH EXISTING SEWER MANHOLE
IN MANHOLE
8" DIAM. SILT SOCK ® DMH EXISTING CCAEXISTING TCH BASIN
"I EXISTING GROUND REDARYYARD 30 FT. WG
II ow EXISTING HYDRANT
- III`
c EXISTING WATER GATE
11 II= III= III= GGo AS o EXISTING WATER SHUTOFF
EXISTING GAS GATE
- 0- EXISTING UTILITY POLE
J 0- �\ EXISTING LIGHT ON POLE I
--x—x—x— EXISTING FENCE
- EXISTING CURB
UPSTREAM C.ONTRIBLITARY AREA SHALL NOT EXCEED
� EXISTING STONE WALL.
25 AC. PER 100 LF OF SOCK FOR 8" DIAMETER.
100.0 EXISTING SPOT GRADE
SILT SOCK SHALL BE FILLED WITH A MIX OF =
oo___ _ EXISTING CONTOUR
30---40% WEED FREE COMPOST AND 60 TO 70 - -_ RESOURCE AREA BOUNDARY
WOOD CHIPS, 102 3 +At RESOURCE AREA BOUNDARY FLAG
PROPOSED '+- 101 7 -�— PROPOSED CONTOUR
EROSION CONTROLo3� A13 Ala 00x0
A72 104 PROPOSED SPOT GRADE
AN
POWER COMP DENOTES WETLAND BOUNDARY MARKER
TO BE INSTALLED WITH SALEM CONSERVATON
NO 103 �a All
Joe COMMISSION DISC
ENCS
104 1 03 9 110
NEW n� ��Aa �� j 07 6 GENERAL NOTES
103 4
104+2 RESOURCE AREA 104 71"4
Al - -- _ 104 1 BOUNDARY , A67) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD
- -t" 105 a 9 646 i_� �` 1 11z s SURVEY AND PUBLIC AND PRIVATE PLANS.
\ - / 105 A9 4 \ 1 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND
boa—3 70s 6 _1048 �� y RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF
T 4 y n1 7
A3 A4 As 106 7 �� '� UNDERGROUND CONDITIONS.
o
POLL Y & FANNI
' 23 3 112 �ECK 114 POMAK/S 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
oll
�o DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL
lOe I /� ` / 44' 116 0_\ EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS,
- --- - - PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFI Y
O
LOT ARE, / I I I PROPOSED DWELLING ` �6 DIG-SAFE PRIOR TO ANY WORK. THE ENGINEER SHALL BE NOTIFIED
\ 13 17®t �� PROPOSED CELLAR 170.0 IN WRITING OF ANY UTIL,'TIES FOUND INTERFERING WITH THE
i I PAVED IST FLR. 179.0 N PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION
no .a DRIVEWAY BEFORE PROCEEDING WITH THE WORK.
/ /p " 1 . 1 ,— --- --- - 118 4% �� ) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS
NEW o h 112 PROPOS D, I I4 J w AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE.
na 7 NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE
ENGLANDPR
UTILI> �s II OPOSEED OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
POWER \ / 260.30' SERUIC S - - .► .�!, WALK -
115
ALK EASEMENTS.
COMPANY I GRAVE + Ur 0 - - — 120
5) THE OWNER SHALL CONFIRM COMPLIANCE WITH ALL APPLICABLt
-
i 1,3 26 /
tt3 b6 BITUMINOUS PAVEMENT i=111.14 118 SEWER CODES AND REGULATIONS GOVEr?NINC-' THF MATERIALS ANDIOR
(CAL(,., / - METHODS OF INSTALLATION OF ANY IMPROVEMENTS DEPICTED
f
1=R=1013.33 8" we - ns. as 6 �H ona ON THIS PLAN.
1=96.33 18" o _ _ ---_-_ $ _
- $ " 6) SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF BUILDING
S'" SPRINGSI E AVE.
� V DIMENSIONS, FINISH AND MATERIALS, AND ELEVATION VIEWS.
. ---- --
4 26
J 7 WETLAND RESOURCE AREA DELINEATION PERFORMED BY
-_ __100 FOOT BUFFER ZONE
BOUNDARY o WETLANDS & LAND MANAGEMENT, INC., DANVERS, MA, MAY 29, 2075.
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SITE DEVELOPMENT PERMIT PLAN
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SALEM , MASS .
0 SPRINGSIDE AVE.
PREPARED H
EASTERN LAND SURVEY ASSOCIATES, INC.
CHRISTOPHER R. MEL L 0, PLS
104 LOWELL ST. PEABODY, MA. 01960
(978) 531 -8121
SCALE: 1 " = 20' JUNE 12, 2015
PREPARED FOR
PETER NOE
PHOTO REPRODUCTION OF THE ABOVE SEAL IS
INDICATIVE OF UNAUTHORIZED REPRODUCTION
OF THIS PLAN AND IS TO BE CONSIDERED A
COPYRIGHT INFRINGEMENT AND/OR FRAUD. h 2,3' A:X41
ENFORCEMENT AUTHORITY SHALL NOT ACCEPT r
PHOTO REPRODUCTION FOR ANY PURPOSE. IF 17270