64-362 - MARLBOROUGH ROAD - CONSERVATION COMMISSION 164-
Plans 64-Plans - - -
//
84' SF-�- '
PRI
LAWN
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WITH ----� / / GE • I I
SALEM I
pECK� �- 1 - - - - - -
P OSED DWELLING N I I
GAM 1
a85.4 I
CELLS 76.4 FLR D I
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_ 61 76
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-- -PRAP4SES I DEWp
FS — - PROPOSED EDGE OF CUR
i
ROAN===12=WATER.- ---
I _1 .74 030 1;.- smN,
\ GENERAL NOTES
\ \ 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
PP°fid SURVEY AND PUBLIC AND PRIVATE PLANS. LOCUS IS SHOWN SUBDIVISION PLAN OF LAND
S
BY EASTERN LAND SURVEY ASSOCS. NOV. 17, 2003
S
Locvs �`Ey 5 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND — _ sh ZONING DISTRICT.- R1
/NAR[,BORD�`N R 20 RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF OSBORNE HILLS REALTY TRUST J ASSESSORS MAP 9 PARCEL 1
r% UNDERGROUND CONDI TIONS. s P
�. Lor 3 _ RECORD OWNER: OSBORNE HILLS REALTY TRUST
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND — s�
DEED REFERENCE: BOOK 17338 PAGE 313
DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL
rc� s 0°e EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, j �� _ Ilk
Y��'9 0 �GORo PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE N077FIED . f� S8 2010 -7 �
IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE e
PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTI0N89 73
BEFORE PROCEEDING WITH THE WORK. o �— 99-. TAT
LOCUS MAP
4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS $
AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE. LOT 2 a, � -- -
NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE 197317-+ SF . - `
OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED I 84+ SF ' — ---
EASEMENTS.
5) RESOURCE AREA DELINEATED BY RIMMER ENVIRONMENTAL — LLD f
CONSULTING, OCTOBEn 29 - DECEMBER 16, 2003. RES�RGE ARElzu PROPER/ I ES
C.
PROPOSED SILT FENCE 8 \NJ \ e 8
N ,
LAWN c0
LOT 3 PROPOfED , - �;R -
- 0� SHED 7s z
SEWER AND WATER SERVICES SHALL ROOF 1
INSTALLED IN ACCORDANCE WITH TH _--- / RECHARGE � TYPICAL Pv(, SCHE.DUtlr
REOUiREMENTS OF CITY OF SALEM BED InTFRAI INSTALLATION
ROOF DEPT. OF PUBLIC WORKS DECK
E�
- I
T, , y, 1 - RDRG II I 50; �o71
DEC
K
P OPOSED DWELLING a EXISTING —
`@ As•. L :AIK 50' N GARAGE
N DWELLING
IST FLR '.4 - fLR 96.0 i - i No. 121
pf1 POSED LL u CELLAk
-1 7K !
I ST FLR 9 _
/ _
Qp �2� FARA78.5 GE CELLAR 78. 4P 6Z �L
80
W O. 1 ` I � _ _ I Vo
�E . _ _ J_ R _ - - -- >_
SERNCE INC - �- -
/ 7- i ' - -
PRDNCE z cu. r. c, r—
SCREENED CRAve 1g' -50' 3 $4 BZ '— Bz + }
PROP L.95. TL wI
ROOF F2ECHARGE BED
PROPOSED DRIVEWWAY 6� gi r - –
WATER SERVICE CONNECTION - - � 7 -
ICT i0 SUIT
DE LAIC: No SCaIP,. Ed SIDEWALK
MIN. I INSPECTION PORI qa��. F'5 - - -
PLAN TO FINIISH GRADE 6�- PROPOSED EDGE OF CURB
- x, 12• WATER
95 _-- ROAD ,W gz
-
s PT
i4i i $. Q�o / I _ j •24 30 12' SEWER
48. 169 �®
M �NEcnaN1 \ / i C3 / / --__-- / BASELINE SHOWN REweB s.R.epAe
SuR E'SS-, cop,LEcro" '\ \ /Q S �— 8z MASS. HIGHWAY PON
4 - STORMTECH SC-310 CHAMBER` sRAvvac _- - V0 , , \ ` `
4" PVC i0 DOWNSPOUTS -- `i
I (TYPICAL)N AN 6' BY 30' STONE LINED 1 - i6�
F `\
EXCAVATION E n _-uu u�r lu,�n7 \ 1) PPy
INIS
M /.
SECTIONDRAIN / — —
.�- GEOTEXTILE FABRICSTORM
LINED EXCAVATION �S /`// NOTE ° ROAD STATIONS ARE IN METERS
4" LOAM AND SEED (MIN.) CO S? aRK, sAr. YA.BE OR roNRIF
SACnSM.'L PK, ttAr. L'PNCY"S S AND Pref /
T 1 Wt. CS YUS; NAK S Wl NOT
W AND O O EC >A"ir1ENCC
NrH STRAPS SADOLCS xrtt NOr BC ttYlNICO ONY0 rNC PiPC
'Ii MIN f FULL W C WCRON YIT N 5 WAY N USCD 6�
TO 9ti-MAX 4' INLET - - i 5
---- STORM TECH SC 310 CHAMBERS PNE SHALL eE cur rD wro JW ro ME a+CNBIc � mf A SAM j' / ',
1. , �,NCc�,SD,R<cn.M;OPNC�S,� %PL .N�,, . SADOLE SITE DEVELOPMENT PERMIT PLAN
OR FELL I CrrM ARC Nor ALLOWD
E BUILD,MC C'p c"ON'S $NAI RC BCDDED M )!, YM ('RyWCv /
I '6- SrDNf r° Ar LCASr NA(, Y( PNC DIAYERR / LOCATED .
1. 6' SEWER CONNECTION DETAIL \ ��
NO' ro =`"" 10 � SALEM MASS .
2 Min. -O _l" N• ;1•: S'OfLE ✓ —
Y DETAIL A443' PREPARED BY
n 4 CFIIUL w. cn ._
EROSION CONTROL SILT FENCE ° I MELLo EASTERN LAND SURVEY ASSOCIATES, INC.
L E G E N D 1 ' .
2"x2'x4'-6" WOODEN POSTS i 1 ,p ryo.31317 O
AT 8' O.C. (MAX)
CO
f. _ . ,
O TMH EXISTING TELEPHONE MANHOLE 100 PROPOSED CONTOUR I " ,` <vpj 5� CHRISTOPHER R. MELLO, PLS
o SMH EXISTING SEWER MANHOLE 100x0 PROPOSED SPOT GRADE ' Ile
MiRAFI No. goo SEDIMENT
f
CONTROL FABRIC °�, _' 104 LOWELL ST. PEABODY, MA. 01960
EXISTING DRAIN MANHOLE
o DMH PROPOSED RETAINING WALL
® EXISTING CATCH BASIN `�Y�' f
11 HAY BALES �
Dya EXISTING HYDRANT F. . •• , FLOW DIRECTION t (978) 531 -8121
EXISTING WATER GATE
— 100 — EXISTING CONTOUR EXISTING GROUND SCALE: 1 " = 20 ' DECEMBER 10, 2003
100.00 EXISTING SPOT GRADE
_ PREPARED FOR REV, MARCH 31 2004
-o— UTILITY POLE \\\\ REV. MAY 28, 2004
clk� LIGHT ON POST
RETAINING WALL OSBORf E HILLS REALTY TRUST
000000000 STONE WALL PHOTO REPRODUCTION OF THE ABOVE SEAL IS
CURB INDICATIVE OF UNAUTHORIZED REPRODUCTION I
—z — z — FENCE __ I II - IN II OF THIS PLAN AND IS TO BE CONSIDERED A
- RESOURCE AREA BOUNDARY
I = II I I - COPYRIGHT INFRINGEMENT AND/OR FRAUD. G 10 20 4c 6G 80
A10 RESOURCE AREA BOUNDARY FLAG - UNDISTURBED SUBGRADE ENFORCEMENT AUTHORITY SHALL NOT ACCEPT
III - I I PHOTO REPRODUCTION FOR ANY PURPOSE. F 1 2 7 9
APPROVED
_77U _ -