53-59 Mason Street Plans GENERAL NOTES:
1. THE EXISTING CONDITION DEPICTED HEREON IS THE RESULT OF C
AN ON-THE-GROUND INSTRUMENT SURVEY PERFORMED BY THE I o c w
MORIN-CAMERON GROUP, INC. IN JUNE 2019. N y o c
2. UNDERGROUND UTILITY INFORMATION AND LOCATIONS WERE NOT
AVAILABLE AT THE TIME OF SURVEY. LOCATIONS OF ALL
UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PROVIDED z
PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. THE -+ � c/)
CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY I �' '24 gYLVAN ST =; z
COMPANY, ANY GOVERNING PERMITTING AUTHORITY, AND z N O 0
"DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION M z
WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. r l�l C1 S 0 1 �7 T R E E T MASON ST t''�1 z z � w
w MH
MASON ST rI l O J
RIM=25.6
z w Z v
3. ABUTTING PROPERTY LINES AND PROPERTY INFORMATION 0 N SMH CB SMH W
N RIM=15.9 ��
OBTAINED FROM THE CITY OF SALEM GIS DATABASE. Q,I a RIM=25.1 RIM=15.9 < W w _� 0
F z CROSSWALK SMH "SWW" HH CB DRAIN PIPE MH z a
MH o RIM=22.9 RIM=15.6 (RECORD) RIM=15.5
RECORD OWNER: RIM=25.2NW v> DRAIN PIPE (RECORD) SUBJECT Z z Q
- w
n zz � ..
N w C I 1 VGC COMMERCIAL ST �+ ' O
• THE LONG GAME, LLC ZONING MATRIX (NORTH RIVER VGC VGc OqK �� PARCEL
sr
S - S S SR2 S S o 3 E SW'o SEWER PIPE (RECORD) `� `� > z
5 BRISCOE STREET, SUITE 2 ----- S S SEWER PIPE (RECORD S 7 VYL- L _ �- 01 RIM
o ; _ BRIDGE ST z
BEVERLY, MA 01915 CANAL CORRIDOR) s _ �NSpIpE RECWD 2S�' / D D p _ ( I w 0 o
"w W W W W p
ASSESSORS MAP 26 LOT 90 s a w w r- W w w W >- W
DEED BOOK 37641 PAGE 66 SETBACK REQUIRED - CGI �W -----wA�R pip D) CB '� VG / VGC / WATER PIPE (RECORD) °' �S VGC WATER PIPE (RECORD) �'/l� C� j LL
RIM=24.2 OHW OHWco
OHW OHW C NCI WALK a v�"i = `ST W cr
"'
LOT AREA 15,000 S.F. MIN. ��- CONC. RETAININ WALL 267.12' - 79.19 ----�- �a > s Q W �
ZONING DISTRICT. r--� Z EOP -+ `� Z t) W
LOT AREA PER DWELLING , r(WITH WROUGHT IRON FENCE) py EOC
• NORTH RIVER CANAL CORRIDOR 3,500 S.F./UNIT MIN.
UNIT z- �•L�/"i °'`� ti� co S\ n { 4 VERTICAL
> FEDERAL ST z z
EXISTING RESIDENTIAL o:-2��1 ��� i c GAS PIPE W g a
FLOOD NOTE: 2 FAMILY DWELLING , �`L/ /!// 25 � s AWNING �� �� O LOCUS MAP
FRONTAGE 60 FT. MIN. �� ; / �� �// ti� ® o CONC. SLAB o o .� y ; -F; ° GAS METER
• THE SUBJECT PARCEL IS SITUATED i �� -' (n �' (rn')
�/� " cn DRIVE cn sn N - 7 , SCALE: 1"=500'f ` >
ti 4 p - -- _-- -t -_- LANDSCAPED AREA % U
IN A ZONE X AND IN A ZONE LOT WIDTH 60 FT. MIN. , / i��S �N - -- vc ro s» p� --us-- s�tH-- ry o " " CB --- ` T_y-------------
C 10 C 10 CI 4 PVC
AE ELEV. 10 -AS ILLUSTRATED ON / j CB r �> D 14 o RIM / RIM=13.6 I /
( ) LOT COVERAGE 50� MAX. �. o ���/ v � o
THE MOST RECENT FLOOD INSURANCE rn"' = CC -
RIM-13.4 6 C � IN -
OPEN SPACE N A �� // w1iv 5W ; INV=11.9 a �5�" g C GATE
RATE MAP PANEL 25009C-0419-G / J /� m�o `� >
WITH EFFECTIVE DATE OF JULY 16, 2014. _ // W �' 6" cl " > ��
FRONT YARD N/A �/l "m 4"PVCNK 4 CI „� GS=14.54 RESH=14.77 / VEN VERTICAL �\ �P
I N SMH FIRE STANDPIPE 6 Cl 10" Cl ELEC. CABINET , G
G,ruSETTs
• SIDE YARD N A EXISTING ,� !"'�- 4"PVC RIM=14.5 4" VENT "
DATUM: / N/F c� FIRE CONNECTION 2' ELEC. CONDUITS 3" VERTICAL �o
BUILDING �,, L INV=9.7 4 CI 8 CI > �� w b2
• ELEVATIONS HEREON REFER TO AN LEDGE HILL REALTY TRUST PAVED WATER SERVICE 4" VERTICAL GAS PIPE , GAS PIPE �Nc�- ¢ Y) o
ASSUMED DATUM BASED ON NORTH REAR YARD N/A 61 MASON STREET ' AREA po�-Q 'Iv' o = W M '•
FIRE PULLBOX -
r i co M v THRESH=14.77 (RECORD) -�.1` L11� s U rn o �c
AMERICAN VERTICAL DATUM OF 1988 BUILDING HEIGHT 50 FT. / 4 STORIES MAX. ASSESSORS MAP 26, LOT 92 "' "' " - -LANDSCAPED AREA GAS METER ' > 4" AREA DRAIN V �� z �o =
(NAND 88). t 20.00' \ __ _ - > LANDSCAPED DMH DMH 6" VERTICAL CI PIPE RIM=13.t d� Q
DISTANCE BETWEEN N A i AREA SMH RIM=14.4
BUILDINGS ON LOT / RIM=14.1 _ , �NowWoo
oo GS=14.91 INV(A) IN=10.1 INV(4 )18.3 THRESH=14.71 INV(B) IN=7.0 4" VERTICAL
BUFFER AREA REQUIRED N/A `. <"poo s `' INV(B) IN=8.4 INV=8.0 INV(C) OUT=7.1 (REV. PITCH) DIRECTS > oaSTING BUILDING
l ( ) TOWARDS STRUCTURE #581 GAS PIPE
>>` \ CONC. WALL INV C OUT=3 INV(D) AT TOP OF CONTINUOUS ,
FLOOR AREA RATIO 2 TO 1 q TW=14.7 , GS=14.92 INV(D) OUT=8.2 T-INTERSEC110N=8.0 3" VERTICAL °g '
{ 1 GAS PIPE
WALL OR FENCE HEIGHT 4 FT. MAX. ;
1 r ' EXISTING BUILDING ' o
CONC.k WALL #53-59 4" AREA DRAIN N
LEGEND ____ �_ - - T"=1' }7 THRESH=14.75 CL N
• t > FOOPRINT=50,744t SF RIM=12.5
of
• GS=14.83 ., (n v N
c> o-
cn� o , 1.25 VENT ¢ cn
-15-- - MAJOR CONTOUR coNc. SLAB �� oNc. wALI. >-
1 ; DRIVE , TW=14.6 f ' GS=14.78 ¢ N j- N ¢
>: m m m ail Z
N/F
�I I "' , PAVED LOADING ° SWH REALTY, LLC m
- - - - - t� - -- - - MINOR CONTOR � u O
I 1 AREA _ , 4" AREA DRAIN LL U J
SPOT ELEVATION I 43 MASON STREET Y Li
N/F v+ ) , MOSS LOW ,' GS--14.74 ' , RIM=12.2
�' ASSESSORS MAP 26, LOT 89 N o � Q N o
DSF SALEM FLINT, LLC �r � ,
l ( ' THRESH=14.77 GS=18.94
CHAIN LINK FENCE ® 72 FLINT STREET i t 1 \ Gs_�s.�1 THRESH=14.79 '
ASSESSOR'S MAP 26, LOT 91 1 i_ ,- - - - - - Gs=18.s1 - - - - '
_ -1- CONC. GS=18.94 - _ 4" AREA
D D DRAIN PIPES I \ - Ll
S=18.87 -- _ _
G G GAS SERVICE / ` i EOPD ` / , , , , s > ' �'- - - _ > DRAIN
N _ > RIM=11.5
OHW OVERHEAD WIRES LIMIT of -+- EOC L TW=14.7 BRICK - >
200' RIVERFRONT AREA EXCAV % /{ ' -' __ w
3 PAD SMOKESTACK
0
CON(.
----------- SILT FENCE
TREE LINE
w w WATER MAIN ; ` / \ EOC GRAVEL
/ 0 S EOC AREA N
EOP ' z
(� � > 5 CLF GATE
I } BOU ARD f FEMA ZONE X O
CATCH BASIN It , \ j,Tw=12's' GS=14.90 > �NRCC 0.2% ANNUAL FLOOD �, Z
Ds• DOWN SPOUT W 1
CA �` ~�3 BOLLARD THRESH=14.93 '/ CON(. P BPD - O
�D DRAIN MANHOLE - EOG r / THRESH=13.94 _ -
GS=14.70 �' w V
s� GAS GATE Fco,� Eocn
/ /"B- j 7- _ Q
C� HANDICAP PARKING SYMBOL ' �ti/ NIM=10.2.5
ASSESSORS MAP 26, LOT 90
N / > INV(=14.6 THRESH=14.57 c�
� HYDRANT � AREA MASON
SF STREET _ -- � ; r2�cr GS=14.66
LIGHT POLE -
100' SETBACK TO TOP > - _ -� - -
® MANHOLE OF INLAND BANK m �. - r- EOG
0
22& 6', _ z
Mw MONITORING WELL , -� g2.�' , o " coNc. PAD - - T _ '�° o FEMA ZONE AE
MOUNTED LIGHT _ y 74� - _ _ ELEVATION 10
PAINTED ARROW ILI. \ 70.18' WATER- USE ZONE SETBACK(WDUZ `. A� ' CD
® SEWER MANHOLE - ' w ® �-. �� z a PAVED / 36 COMMERCIAL STREET
w - m AREA�� ASSESSOR'S MAP 26, LOT 640
SIGN \ !� o¢
LIMIT OF / GRAVEL AREA w
TREE SILT 6� '` .� �= \ -- - - �\ v Z f �` w ci Q
FENCE � <
ASSESSORS MAP 26, LOT 47 �, o U o
UTILITY POLE {, 38 COMMERCIAL STREET
i } GATE AREA = 34,859f SF _ _ r _ - -- - _ I �` C 0 W N U
WATER GATE / TEMPORARY 1 - J
CONSTRUCTION1-- _ _ IY1 �/� Q (IJ Q _I
FENCE - -"�- EOG„,�ORTH RIVER CANA -- i `�1
e _ - _ ROb
0� JERSEY
__- - - -®CORRIDOR NRCC) 90_ BARRIERS _ o- I
6 25' SETBACK TO TOP _ l7 T'
q, OF INLAND BANK �' _ f. _ PARK 8 _ w '� ~- - ` - --__ _ _ R A L �„� ao 0 0
ABBREVIATIONS. „a� A - _ - EVELOPMENT BPD) y _ _ _ O -
io EOG RRSEY BARRIERS RETAINING WA _ _ _ QP� - _ _ "-� Q f. no
Q
----- _ T z N ui
APPROX APPROXIMATE �F�o r -- - .__ _
CB CATCH BASIN OJ R�ERS r ~ J E R 15" DRAIN - J � ( L Z
T v _ __ _ < Q J CL
¢
CC CONCRETE CURB �` RSE'� g�pR R 1 OUTFALL 0o RETAINING W
��g50 INV=0.1 C NING WAS (y�
CI CAST IRON o Q - �_ ,A N �: ..
CLF CHAIN LINK FENCE a- EOG O R APPROX RIVERBANK AT RETAINING WALL Q j ��,�
CONC CONCRETE /� - ' 1` 1 j' _ W � W
DMH Y DRAIN MANHOLE , f�, 0 (� _! Z
DS DOWN SPOUT Q 0 0
ELEC ELECTRIC �. V� cn W
EOC EDGE OF CONCRETE < Q
EOG EDGE OF GRAVEL
EOP EDGE OF PAVEMENT
GG GAS GATE
GS GARAGE SLAB LO
HH HAND HOLE M
INV INVERT
LC LAND COURT
MH MANHOLE
MW MONITORING WELL
N/F NOW OR FORMERLY
OHW OVERHEAD WIRES
PVC POLYVINYL CHLORIDE Z
RCP REINFORCED CONCRETE PIPE Z O N SMH SEWER MANHOLE
TEMP TEMPORARY
THRESH THRESHOLD . PLAN (f) in 0
TW TOP OF WALL SCALE: 1" = 20' X Z z
TYP TYPICAL W 0 0
VGC VERTICAL GRANITE CURB m
WG WATER GATE 0 10 20 40 ¢
0
PROD. #3855