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PROPOSED BUILDING Exlsnwbfim4L*1LM JEFFLRSON =- AV NUE SWALE SECTION 63 JEFFERSON AVENUE._
EDGE OF BITUMINOUS gox ksQET,krlRd ;y T}f4 V_
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SALEM MASSACHUSETTS
smrl sE '�c1a14G.3 SCALE : 1° = 201 SEPTEMBER '27, 1999
5
=` ( PARSONS AND FAIA INC.
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Fr�TEa F 1 60 LEWIS STREET
f4ti1c ,,1<-• 1'; _.-�� OFryqLYNN , MASS.
BENEDICT J. 9�2
\ 2 QUIRK, JR. rn
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No 30571 C y 0 20 40 60 80 100.
UNDERGROUND DRAIN DETAIL l` ° �CrST6�� I
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NOT TO SCALE rt' ` ;' CHARMoy
DANIEL
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as_ AR Site Inforwton On Plan Taken From ASSESSORS MAP 24, PARCEL 210 R'
„.. t • .< Site Development Plan Prepared
Eastern Land Survey Assouates, Inc. ZONING DISTRICT INDUSTRY AND R C
104 Lowefl Street, Peabody, Mass.
Dated January 20, 1999. Plan Supplied SEE PLAN BY EASTERN LAND SURVEY r^-5,500ATE9, INC. s n
5y Owner. DATED SEPTEMBER 24, 199 ieaie
TOTAL PROPOSED PARKING = 22 SPACE:£ %.... . YL� I�I�O
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Situ Plant (Proposed), 1/10 l _0
P*M 9g-ml3 C(0/g1� 1
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DETAIL DETAIL TYPICAL CROSS SECTION CONSTRUCTION NOTES
CATCH BASIN TYPICAL TRENCH SECTION
no scale no scale PAVED AREAS 1) ALL WATER MAINS SHALL BE CLASS 52 CEMENT LINED
DUCTILE IRON PIPE.
24' x 24' CAST IRON FRAME AND GRATE Cl O scale
LEBARON LK 123 OR LK 124 2) TRENCHES CUT INTO EXISTING PAVEMENT SHALL BE HEAT
SET 1 1/4' BELOW PAVING
Full Mortar Bed Pitch As Shown on Site PATCHED.
Grading Plan (.75% Min)
2 to 5 Courses Leveling Brick 3) ALL SANITARY SEWER MAINS SHALL BE 8" DIAMETER
1 1/2" Bit. Concr. Top Course SDR 35 PVC. ALL SANITARY SEWER SERVICES SHALL
go BE 6" DIAMETER SDR 35 PVC, PITCHED A MINIMUM
MIN 2" Bit. Concr. Base Course OF 1/4" PER FOOT.
PRECAST CONCRETE OR 4 MINIMUM PITCH FROM CATCH BASINS TO DRAIN MANHOLES
BARREL(MOR ARBLOCK WALLS
JO NTs IF BARREL ) SHALL BE .004 FEET PER FOOT.
4'-0' INSIDE DIAM. BLOCK USED) D D Dpp OD 21=1 I Jul 19L
DDp Dp Dpp Dp / 12" Gravel Base — No Stone Over 3" Dimension * 5) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
12 CPP TEE D p p D D pD AND DETERMINING THE LOCATION, SIZE AND ELEVATION
1" CRUSHED D D D Dpp D OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON
STONE THESE PLANS, PRIOR TO ANY CONSTRUCTION. THE
OUTLET Approved Subgrade ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY
UTILITIES FOUND INTERFERING WITH THE PROPOSED
CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION
o BEFORE PROCEEDING WITH THE WORK.
N N 6) WHEREVER SEWERS SHOULD CROSS UNDER WATER MAINS, THE
DETAIL * Reclaimed Pavement to a Minium Depth of 4 " in previously paved SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE CROWN
EROSION CONTROL SILTATION FENCEAreas may be used as an acceptable Alternate. OF THE SEWER SHALL BE 18" BELOW THE INVERT OF THE WATER
MAIN AND THE HORIZONTAL DISTANCE BETWEEN THE WATER MAIN
a°o°a CI ci v o°a o°m AT 8 0' (MAX.) O.C.POSTS
°�° ° ° $ PRECAST OR CASIf–IN–PLACE AND THE SEWER SHALL BE AT LEAST 10 FEET. IF EITHER OF
ClanCONCRETE BASE — THESE CONDITIONS CANNOT BE MET, THE SEWER SHALL BE
f IRAFI n FeRI�DIMENT ENCASED IN A SLEEVE FOR A DISTANCE OF 10 FEET ON EACH
6' CRUSHED STONE FOUNDATION SIDE OF THE AREA WHERE THESE CONDITIONS CANNOT BE MET.
x
a14
FLAW DIRECTION
S
'Q HAY OBALES
N
ExIST. GROUND
D E TA I LI UNDISTURBED SUBGRADE
VERTICAL CURB ,III
NO SCALE 5
h 5
6• REVEC.L -y
_
— - TCP COURSE - 6 ` �\
----�
NOTE ES
• ALL TIMBRS HALL DE
--- - ____ BINDER I \ �_ PRESSURE TREATED
- -
CONCRETE
BASE COURSE —� VERTICAL CURB POT � 5'-3 o
S 112" CHAMFER GRADE HEAVY DUTY CAST IRON
o c (rrP. ) TOP A DorroM COVER AND FRAME
\� 5/D" GALV. DOLTS VENT TO ROOF
W/ ROUND WASHERS
f
GRAVEL SUBBASE AND HEX NUTS
CEMENT CONCRETE �z,
ECCENTRIC L,—NE.�
- — - -�
— - --- MAX
EDGE OF : 1" DAP I
0
i vvM r a i I B, AS REQD
WATER
i i I i Seo
v
1 CURB 1 - � � 4' '
INLET
1 I .
1 � 1 ill
1'-0'
2' FOR PARKING AREA A
1- 4' FOR ROADWAY I- E� OUTLET TO SEWER SITE DEVELOPMENT PERMIT PLAN
PROTECTIVE BOLLARD 6"
N.T.S.
O WOOD BEAM GUARD RAIL D
NORTHSHORE AMBULANCE, INC.
SCALE: N.T.S.
6' DIAM. PIPE f1LLED SOLID WITH CONCRETE, INLET D A B SALEM , MASSACHUSETTS
ROUNDED TLP AS SHOWN B min
1 STEPS 4' 4'-0" 3'-0' 2'-6'
• 5' 4'-0' 3'-6' 3'-0' SITE DETAILS
6.. 4'-0'x4'-0' 3'-0' 2'-6'
12
SECTION A
. ' , ° 6• 6' 4'-0' 5'-0' 4'-6' PREPARED FOR PREPARED BY
fTNISH GRADE 4'-0'x4'-0' 4'-0' 3'-6' Northshore Ambulance, Inc. Eastern Land Survey Associates, Inc.
FORMED IN PLACE DETECTABLE WALL OR 08SCRUCTION 5'-0' 3'-6' 3'-0'
WARNING SURFACE PER SECTION VIEW e' S'-0' 6'-0' 5'-0' 89 Margin Street 104 Lowell Street
3 HOOPS O 12 D.C. AND 4 4 BARS AOA . 29 Q A SEE NOTE
PREFERRED 6'-0' 4'-0' 3'-6' Salem, MA 01970 Peabody, MA 01960
WR T. W (978) 531-8121
SIDEWALK10' 6'-0' 6'-6' 5'-6'
O
W RAMPS SCALE
vt (BROOM FIN ISIH 7� ♦fA .�.f r
M j ACROSS )EC'.iION
OF TRA VEELLAS NOTED
q
CONCRETE BASE - 0
ALL CONCRETE SHALL HAVE A MIN. 28 DAY {1
COMPR. STRENGTH OF 2500 PSI PITCH PITCH /
DOWN DOA'N
1 !10 D
`D
SEE 91E PLANS fA4 BO(.UIRD LOCATIONS DA TE
L- - ?-6•. J L 3--6- MIN. l 11
MARCH 12, 1998 Chkstopher R. Mello Clayton A. Morin F 10426
RUN AS REQUIRED NOTE ,-OTHER SPECIAL CONDITIONS
PLAN MAY ALSO APPLY'. CONSULT PLS 31317 PE 30969
CODEBEFORE IMPLEMENTING
THIS DETAILREVISIONS
O
HANDICAP CURB RAMP NOTE 2-4'-0" CLEARANCE PREFERRED MAY l8 /998 SHEET NO.
IF LESS THAN s'.•-0'• THEN
SCALE: N.T.S. SLOPE OF FLARED SIDES
6 OF 6
SHALL NOT EXCEED 1 ' 12
\ GENERAL NOTES
\ MASSA CHUSET7S -- 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
BAY TRANSPORTA 77074 SURVEY AND PUBLIC AND PRIVATE PLANS.
�. AU77-/ORl1Y
2) U77LI77ES SHOWN ARE BASED UPON FIELD SURVEY AND
RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF
CRUSHED STONE °� � UNDERGROUND CONDI TIONS
W 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
WP � ', e ET�q DETERMINING THE LOCATION SIZE AND ELEVATION OF ALL
`\ OUN p Np ,
�' . qRY LOT 4 EXIS77NG UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS,
� •� 47,612 S.F. PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED
Q o - IN WRI77NG OF ANY UTILITIES FOUND INTERFERING WITH THE
WP _ '�. _ PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION
0 `— — BEFORE PROCEEDING WITH THE WORK.
_ \ FeesHeer - 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS sw-r Op
C a s AND 774E RESULTS OF A FIELD SURVEY AS OF THIS DA TF.
AL NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE
W WP o 2 EXISTING TREES OR AS TO THE EX157ENCE OF UNWRITTEN OR UNRECORDr D
� WP TO REMAIN
EASEMENTS
N5) WETLAND RESOURCE AREA BOUNDARIES DELINEATED BY
TIMBER GUARD RAI L GULF OF MAINE RESEARCH CENTER
v/
WP PLANT LIST
WP v E
KEY COMMON BOTANNICAL SIZE NUMBER
NAME NAME
0
/ 1 RED MAPLE ACER RUBRUM 2-2 1/2" 4
2 PJM RHODO— RHODODENDRON 12-18" 5
WP WP APPROXIMATE APPROXIMATE ZONING DISTRICT DENDRON "PJM BALTA"
o BOUNDARY 3 BLUE CHIP JUNIPERUS 15-18" 11
C7
JUNIPER HORIZONTALIS
O C7 �c "BLUE CHIP'
O O a
Q1 j TA
R/ TA KERR m Q WP DENOTES PROPOSED BUILDING MOUNTED WALL PACK LIGHT
O
:ZZ:
O Q PROPOSED BOLLARD - SEE DETAIL ON SHEET 6
O
WP
AARON GLICKMAN
r WP U
I
i
i
•
0
WP O
• Y 2 WP O O o
2 3.2 3.3 O SITE DEVELOPMENT PERMIT PLAN
�
3-3 10O O NORTHSHORE AMBULANCE, INC.
CRUSHED STONE SALEM , MASSACHUSETTS
CRUSHED STONE 3-3 +O 2-2 O o PLANTING AREA
PLANTING AREA O
SITE LANDSCAPING AND LIGHTING PLAN
I
PREPARED FOR PREPARED BY
E) TING CO IDEWALK Northshore Ambulance, Inc. Eastern Land Survey Associates, Inc.
¢ 0 _ _ — — ' ! )A� 89 Margin Street 104 Lowell Street
E it EXISTING Salem, MA 01970 Peabody, MA 01960
LIGHT
E ON POLE (TYP. ) (978) 531-8121
i
JEFFERSON AVENUE SCALE 1"-20
0 10 20 40 60
ii{j{j 1�
. �Yr SU •.. ' \`I l�j1 Y' sai
DA TEnwvw&�
MARCH 12, 1998 Chr/stopher R. Mello cyton A. Morin F 10426
PLS 31317 PE 30969
REVISIONS
SHEET 740.
MAY 18, 1998
5 OF 6
I
GENERAL NOTES
MASSACHUSEr7-- B 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
AY
7RANSPOR7A T70N AUTHOR/Ty SURVEY AND PUBLIC AND PRIVATE PLANS
2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND
�� RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF
10 - ` \� SOUTH MILL POND UNDERGROUND CONDITIONS.
ROOFDRAlN 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
\ �` ep T�Altip R 800 2p DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL
` NOgRY\ RIVEV = 49 LOT 4 EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS,
Q ���,� l\ \ _47,612 S.F_— — 2 _ 4 PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED
0J P� _� a — ` — �_ – IN WRWITH WRITING OF ANY UT7LITIES FOUND INTERFERING THE
Oo�OJ�a '(13— — � ° `z — - _ PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACT70N
p ° of �0 - BEFORE PROCEEDING WITH THE WORK.
_ N ° �e \ PROPOSED VEGETATED SWALE 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS
THE RESULTS OF A FIELDOe c,o °�P�� • AS OF TH .
SEE DETAIL THIS SHEET NODCERTIFlCA770N IS INTENDED ASR VEY TO PROPERTI TITLDE
g
LL] \ ''�1�N ONCE EASEMENTS
OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
QP0 g'o \\ PROPOSED EROSION CONTROL BARRIER
9' SEE DETAIL SHEET 6
N , -
5) WETLAND RESOURCE AREA BOUNDARIES DELINEATED BY
Go�G��e �o \ \ ,\ \� GULF OF MAINE RESEARCH CENTER
C� \
.g \ 6) THE SITE IS LOCATED WI THIN A B ZONE AS EVIDENCED BY
WETLAND BOUNDARY FEMA FIRM 250102 0005B, DATED AUGUST 5, 1985
CONCRETE
a CURB _'_ � �.� � ` rzor = e.co 4-
R`PPROPR�( P OPOSED MDC TRAPyRAP i
`ER OWN SE DETAIL SHEET 6
\ , 0 o13 oo APPROXIMATE ZONING DISTRICT
11 BOUNDARY
G TIMBER
PARK I NG �• 6 GUARDRA I L
O
J ARE
12 l6T ¢p
m N _ - _
L� 12
W v m LOAM \
,C Q O G" STo�� t� cc:-:p — � cGER�u. ')
Lu O= I z �- `p� . AND <b
Zm m \ N
v J J
O a I 4 Loc r e� S e t L-ti
SEED -�
k AARON GLICKMAN J % " " n 4LL
DETA I L
w� A- -PeqF VEGETATED SWALE
S=o•o �
SCALE 1 • = 10'
i
34 2O ii
3 II \
N i Ld� o / SITE DEVELOPMENT PERMIT PLAN
a � �' I3 0
a : ' , NORTHSHORE AMBULANCE, INC.
O
Qf
L E G E N D SALEM MASSACHUSETTS
1 \ lb
SITE GRADING AND UTILITY PLAN
— — — — o DMh EXISTING DRAIN MANHOLE a DMH PROPOSED DRAIN MANHOLE PREPARED FOR PREPARED BY
o CB EXISTING CATCH BASIN ■ CB PROPOSED CATCH BASIN
_ _ _ - � HYD EXISTING HYDRANT �r HYD PROPOSED HYDRANT Northshore Ambulance, Inc. Eastern Land Survey Associates, Inc.
P4 WG EXISTING WATER GATE – WG PROPOSED WATER GATE 89 Margin Street 104 Lowell Street
RELOCATE EXISTING FIRE ALARM -
CS —S — EXISTING SANITARY SEWER PROPOSED CONTOUR Salem, MA 01970 Peabody, MA 01960
- W - 100
BOX AS REQUIRED BY THE CITY EXISTING WATER ( APPROX. LOCATION) - -W EXISTING WATER MAIN 1 OOXO PROPOSED SPOT GRADE (978) 531-8121
OF SALEM D — EXISTING STORM DRAIN _ S PROPOSED SANITARY SEWER SCALE ,,
OHW EXISTING OVERHEAD WIRES
JEFFERSON AVENUE _ -FM_ - PROPOSED FORCE SEWER b ,
— 100 — EXISTING CONTOUR PROPOSED WATER MAIN 1`--20'
D I D DMH 100.00 EXISTING SPOT GRADE W
EXIST. 12" DRAINsMH -o- UTILITY POLE D PROPOSED STORM DRAIN
D D RETAINING WALL PROPOSED CURB \�� ,
HC PROPOSED HANDICAP PARKING SPACE 4i �h ,3: / t. P z<'i`
EXIST. 15" SANITARY SEWER C9 000000000 STONE WALL 0 10 20 40 60 / PNS •, c >'
r__. - � _ _ _ _ - _ - _• _ - � _ - _ _ _ A CURB
—x — x — FENCE
DATE
WETLAND BOUNDARY MARCH 12, 1998
�r 10 WETLAND FLAG 313 Christopher
j Mello Clayton A. Morin F 10426
PE 30969
• S SIGN REVISIONS
SHEET N0.
MAY l81 1998 4 OF 6
\ GENERAL NOTES
\ MASS,gCyUSE 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
\ TTS BAY �ANSPORTAT/ON AUTypRITY SURVEY AND PUBLIC AND PRIVATE PLANS.
PROPOSED
2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND
REFUSEo N2335 50'E RECORD PLANS AND ARE NOT NECESSARIL Y INDICA TI VE OF
CONTAINER 298.28 UNDERGROUND CONDITIONS.
CONCRETE CURB .
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
epET�gND DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL
�. \6
IVO-IR y LOT 4 EXISTING U77LIT7ES, SHOWN OR NOT SHOWN ON THESE PLANS,
Q 0 47,612 S.F. PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED
IN WRI77NG OF ANY UTILITIES FOUND INTERFERING WITH THE
3: PROPOSED CONSTRUCTION AND APPROPRIATE' REMEDIAL ACT70N
p � �� �J ! —' BEFORE PROCEEDING WI TH THE WORK.
4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS
AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE.
NO CERTIFICATION IS INTENDED AS TO PROPERTY T77LE
° OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
EASEMENTS
5) WE7LAND RESOURCE AREA BOUNDARIES DELINEATED BY
GULF OF MAINE RESEARCH CENTER
1
15' G JPRo
\11' Z \� ASSESSORS MAP 24 PARCEL 210
°50
ZONING DISTRICT : INDUSTRY AND R—C
N SEE PLAN BY EASTERN LAND SURVEY ASSOCIATES, INC. DATED SEPT. 24, 1997
0
35.8' SEE VARIANCE GRANTED BY THE SALEM ZONING BOARD OF APPEALS 3- 18-98.
R = 15' APPROXIMATE ZONING DISTRICT PARKING CALCULATION
BOUNDARY
z ° REQUIRED PARKING: 25 EMPLOYEES ® 1 SPACE / 2 EMPLOYEES = 13 SPACES
o z 8085 SF BUILDING ® 1 SP / 1000 SF = 8 SPACES
j 2 C) 2 18 COMPANY VEHICLES _ = 18 SPACES
R/ TA KERR m ^ j \ TOTAL = 39 SPACES
/ p PROVIDED PARKING : 36 SPACES OUTSIDE OF BUILDING
Z c� 18 SPACES INSIDE OF BUILDING
Z o TOTAL 54_SPACES
AARON GLICKMAN
Ljj
/ W
_ 1 ?
W I 11�1 CT1
aLO-
® v
U
/ M
I
13.5'± 13.5'± 2a'
55' \T
U
� SITE DEVELOPMENT PERMIT PLAN
O N
' I HC A QA
NORTHSHORE AMBULANCE, INC.
_ PROPOSED 3 0�
BITUMINOUS
o ^ SALEM , MASSACHUSETTS
CONSTRUCT CONC. WALK N o NC R = 5, PROPOSED
HC RAMPSVERTICAL GRANITE
AS REQUIRED N �TYP� CURB (TYPICAL) SITE LAYOUT PLAN
BY THE CITY Z
OF SALEM A\
PREPARED FOR PREPARED BY
Sl$08' '40 46.22
i S18 084 06.00' Northshore Ambulance, Inc. Eastern Land Survey Associates, Inc.
R = 25' R=2 %, R=2 ' R = 15 89 Margin Street 104 Lowell Street
PROPOSED ISLAND PROPOSED ISLAND Salem, MA 01970 Peabody, MA 01960
4' x 14' 4' x 8' (978) 531-8121
CONSTRUCT HC RAMPS
JEFFERSON AVENUE CUTYEOF I REQUIRED
DEMY THE SCALE .
1 =20
� CA7SFGFN FR �s�t;i'
N'3'7L,.,. �r
0 10 20 40 601'
DATE
MARCH 12, 1998 Christopher R. Mello
PLS 31317 F 10426
REVISIONS SHEET NO.
MAY 18, 1998
3OF6
GENERAL NOTES
Remains of Fence s 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
\ \ s 3 MASSACHUSETTS B TRANSPORTA I
\ \ 77 ON AUTHORITY SURVEY AND PUBLIC AND PRIVATE PLANS.
\. a
�
UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND
�CV2333 50 E
2 RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF
298 28 UNDERGROUND CONDITIONS.
It T 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
GRAVEL I �\ BpCI Np DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL
=
N
Ry\\ LOT 4 � — 2 EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS,
87,612 S — 34 3 PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED Q I 9.�5. • ��� � � .F_._ — _ 4
IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE
_ PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION
O I _ - ,.9 - e� i — 6 BEFORE PROCEEDING WITH THE WORK.
o E.o9 GRAVEL
=
9.3
4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS
- ' _ _ g 3 s" Tree AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TE.
NO CER77FICA77ON IS INTENDED AS TO PROPERTY TITLE
I°,-7 p X 1 $.un` 4"Tree OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
lO BIT. CONC. EASEMENTS
N „E 5) WETLAND RESOURCE AREA BOUNDARIES DELINEATED BY
Trees kg'40 GULF OF MAINE RESEARCH CENTER
to z3 I Rove of 5�1
9p � � 9 L E G E N D
�\�\� o DMH EXISTING DRAIN MANHOLE
qA ❑ CS EXISTING CATCH BASIN
0" HYD EXISTING HYDRANT
WG EXISTING WATER GATE
\ _ S— EXISTING SANITARY SEWER
—
_ W EXISTING WATER MAIN
o
—D — EXISTING STORM DRAIN
°I OHW EXISTING OVERHEAD WIRES
100 — EXISTING CONTOUR
BIT. CONC. APPROXIMATE ZONING DISTRICT 100.00 EXISTING SPOT GRADE
� I BOUNDARY -�- UTILITY POLE
RETAINING WALL
IO CURB
GRA EL
R I TA KERR ^ . _ —x — x
J Z Z\11 — FENCE
WETLAND BOUNDARY
m i
WETLAND FLAG
S SIGN
_ I
i i zI
I �
1 , \
' I \
I I
°'4 AARON GLI CKMAN
Lki
/ I I
11143
1 J
GRAVEL
\ //
\ \
1
I
log /
1 / / / / I \ /
1107 I II.�, I �,
BERM `Ititi I I \ \ SITE DEVELOPMENT PERMIT PLAN
I I
11.o9
NORTHSHORE AMBULANCE, INC.
10-73
11.Z BENCHMARK SALEM , MASSACHUSETTS
I ` p TOP SPINDLE OF
z \� SOB (AJD FIRE HYDRANT
TONEO
11zZ NEELEV. =14.39 EXISTING CONDITIONS PLAN
FOWD
16. 11
0.39 S18'08'40"W 46.22' oe1 __ _ _ _ —� PREPARED FOR PREPARED BY
2" TRE U. Poe Fire Alarm Box CONCRETE WALK Stso84o"w los.00 U. Pole _�G Northshore Ambulance, Inc. Eastern Land Survey Associates, Inc.
_ _ _ _ -
9.84 Gronile Curb Io s1 - - - - - - - - - cr 89 Margin Street 104 Lowell Street
'° as
W
Hand Hole CB R = 10.56 _ W Salem, MA 01970 Peabody, MA 01960
_
APPROXIMATE LOCATION OF (978) 531=8121
EXISTING WATER MAIN
SCALE
JEFFERSON AVENUE
1/.S4
,,,g, DMH REFERENCES 1"=20'
EXISTING /20 DRAIN D R = /1.30 SMH ASSESSORS MAP 24 PARCEL 210 tw" ; s,",
R = 10.92 /Jt
S _�J _ SEE PLAN BY EASTERN LAND SURVEY ASSOCIATES, INC. DATED SEPT. 24, 1997
S 0 10 20 40 60
Gran. Curb EXISTING 15• SEWER _ ZONING DISTRICTS t
o az CBR = 10.56
DATE
l 1S ZONING DISTRICT : INDUSTRY AND R—C F 10426
U. Pole MARCH 12, 1998 Christopher R. Mello
PLS 31317
REVISIONS
SHEET N0.
MAY 18, 1998
2 OF 6
I
SITE DEVELOPMENT PERMIT PLAN
FOR
LIST OF ABBREVIATIONS NORTHSHORE A INC .
ALT ALTERNATE
BIT ASPHALT BIT BITUMINOUS
BOT BOTTOM IN
BLDG BUILDING
CI CAST IRON SALEM MASSACHUSETTSCIPC CAST—IN—PLACE CONCRETE
CB CATCH BASIN 9
CONC CONCRETE SHEET NO. TITLE
CONST CONSTRUCTION 1 INDEX PLAN
CLL CONTRACT LIMIT LINE �V 2 EXISTING CONDITIONS PLAN
CLDI CEMENT LINED DUCTILE IRON
` ' all24
• . uantwort ` r 3 SITE LAYOUT PLAN
DEM DEMOLISH, DEMOLITION
•f • • A —
D DRAIN ,, _� - . . I ��- 't � 4 SITE GRAD/NG & UTILITY PLAN
Obe,r� � �, �. 61 '
<<r Y k, % 5 SITE LANDSCAPING & LIGHTING PLAN
ELEC ELECTRICAL ' �� ' I ° ' � ` `
6 SITE DETAILS
EL ELEVATION a,
FIN FINISH(ED)
FOUNDATION 'M1 �,, . �f •!I 1 - [ te-.� sol sI
l F �' ri":,Ml,ns r}'a- • I
GA GAGE, GAUGE
i
GRN GRANITEu'
� � C& ou,l k
HD HEAVY DUTY ♦ �' 0� - 0-
INV INVERT 4i T I, - , _ « a"' ,.Lf-EV
LPT LOW POINT REFERENCES
Yy
R * �-_-�j-�q ASSESSORS MAP 24 LOT 210
MAX MAXIMUM X� oro ^ �" '•
01+•a• III P•J CSc •� / r 1 • .(
` � 4 DEED REFERENCE: RECORD BOOK 14558 PAGE 386
MIN MINIMUM N � �. � � '
— �� a - ' PLAN REFERENCE: PLAN BOOK 317 PLAN 7
MISC MISCELLANEOUS �, � _ w« � � � ��_ - ���� �" �;, � -
NIC NOT IN CONTRACT ( ;, o AND PLAN BY EASTERN LAND SURVEY ASSOC., INC. DATED SEPT. 24, 1997
NTS NOT TO SCALE
OC ON CENTER(S) M` 1 ` ha¢ *`)
OH OVERHEAD "" o� •
b Z^f^.. Q Oo .,, „ .: f L IbP R ZONING- DISTRICTS
PNT PAINT(ED) �AI �7 • 4
PVMT PAVEMENT
c _ 0 �• r � � �� i�� INDUSTRIAL DISTRICT
y • _ �• � � � ..
R-C RESIDENTIAL CONSERVATION DISTRICT
PVC POLYVINYL CHLORIDE �' • k ,, '
PCC PRECAST CONCRETE t .�, - , •� o h. s�<WI �,�.I
s ,? • SEE VARIANCE GRANTED BY SALEM ZONING BOARD OF APPEALS 3-18-98
PL PROPERTY LINE
RAD RADIUS ��• .� " ,_., , ' _-_ OWNER OF RECORD
REF REFERENCE
<4
RCP REINFORCED CONCRETE PIPE s.• - �.a •'
f- .Ke rnCQS �_r fu .LRR�s wn,rl
REV REVISION(S), REVISED �( RITA L. !<ERR
I t • 9 0 • e tn• ) i ♦ 31 -u a•i
ROW RIGHT OF WAY
SCH SCHEDULE
SEC SECTION a= ' w,tr , \j r'
` � Y • ,r ^
SHT SHEET �.;• `� ,'f : y; ,� •` � _ almer
♦ ---_�. /
STA STATION -
SD STORM DRAIN
' r• ` J - � I I' f v' Q'
SYS SYSTEM
TEL TELEPHONE s `�n a y4 C` NI • ,,' \ w
TW TOP OF WALL ..y �� ' � i` �� � ';� "� � o • . \ Fo, � Ae, kt� ''
VERT VERTICAL 1 o��� > v ti ,� . \ , at .
(( E s x
WHB WHEEL BUMPER
W WIDTH, WIDE ��r , ��,
f n, LAND PFK O \. 1 _
WO WITHOUT
WD WOOD
LOCUS MAP
GENERAL NOTES SITE DEVELOPMENT PERMIT PLAN
1) THIS PLAN /S THE RESULT OF AN ON THE GROUND FIELD NORTHSHORE AMBULANCE, INC.
SURVEY AND PUBLIC AND PRI VA TE PLANS.
L E G E N D 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND SALEM , MASSACHUSETTS
RECORD PLANS AND ARE NOT NECESSARILY INDICA TI VE OF INDEX PLAN
UNDERGROUND CONDI TIONS.
o DMH EXISTING DRAIN MANHOLE • DMH PROPOSED DRAIN MANHOLE PREPARED FOR PREPARED BY
m CB EXISTING CATCH BASIN ■ CB PROPOSED CATCH BASIN 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND Northshore Ambulance, Inc. Eastern Land Survey Associates, Inc.
o SMH EXISTING SEWER MANHOLE • SMH PROPOSED SEWER MANHOLE DETERMINING 774E LOCATION, SIZE AND ELEVATION OF ALL 89 Margin Street 104 Lowell Street
Dq< HYD EXISTING HYDRANT HYD PROPOSED HYDRANT EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS, Salem, MA 01970 Peabody, MA 01960
WG EXISTING WATER GATE -- WG PROPOSED WATER GATE PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED (978) 531-8121
S — EXISTING SANITARY SEWER 100 PROPOSED CONTOUR IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE SCALE
W EXISTING WATER MAINPROPOSED SPOT GRADE
100x0 PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTONAS NOTED ��+ OF Mss
�
D — EXISTING STORM DRAIN �. .
OHW EXISTING OVERHEAD WIRES — S PROPOSED SANITARY SEWER BEFORE PROCEED/NG WITH THE WORK. ��' coals eN s
_ W.— PROPOSED WATER MAIN
— 100 — EXISTING CONTOUR . D PROPOSED STORM DRAIN ,,;
100.00 EXISTING SPOT GRADE 4) THIS PLAN /S BASED ON THE REFERENCED PLANS, DEEDS
PROPOSED CURB
� UTILITY POLE HC PROPOSED HANDICAP PARKING SPACE AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE.
RETAINING WALL NO CERTIFICATION /S INTENDED AS TO PROPERTY TITLE DATE
s- CURB OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED MARCH 12, 1998 Chrlstopher R. Mello
—x — x — FENCE EASEMENTS. PCS 31317
--- WETLAND BOUNDARY F 10426
O A 10 WETLAND FLAG REVISIONS SHEET NO.
• S SIGN 5) WETLAND RESOURCE AREA BOUNDARIES DELINEATED BY MAY 18? 1998
GULF OF MAINE RESEARCH CENTER 1 OF 6