274 HIGHLAND AVENUE - ZONING Salvation Arm
�-�.r�-8-nor-� .I��r��
� � / �
LEGEND Z
ROCKMERE ST
ZONING BUSINESS DISTRICT 11 - B2 UTILITY POLE
MINIMUM LOT SIZE = 25,000 S.F. DRAIN MANHOLE Q GLENN A
r- ��
PROPOSED SIDEWALK ALONG MINIMUM FRONTAGE = 150' SEWER MANHOLE sO o y
UP #330/2 MARLBOROUGH ROAD BY
BUILDING HEIGHT: MAX. 35 EXISTING LIGHT POLE �
2 TELE. pHE MASS. HIGHWAY PLANS MINIMUM SETBACKS: EXISTING CATCH BASIN ❑ VGH R� �, z ��P�F S
BOOTHS PROJ. FILE #601321 FRONT = 30' WATER GATE D4 MPR�80�0 m o
Q SHT. 4 OF 27 SIDE = 15'
98X6 REAR = 30' WATER SHUT OFF o
PARKING REQUIREMENTS = Z N SWPMPSCO�
Q 1 SP. / 200 S.F. BLD = 42 REQUIRED MONITORING WELL � �
EXIST. SPOT GRADE 96x69 < ''
c� U �� PROP. SPOT GRADE 9sxs9
- I I
DRAINAGE LINE D
\\ S
LINE
SEWER P�
P�
UP #330/1 / GAS LINE G c�,o
+ WATER LINE W
LOCUS MAP
olq�--_ 9gk �J PROPERTY LINES — —
�/ EXIST. CONTOUR100
�
�� oHE, � NOTES
DROP-OFF
1 . ITIUTILITIES AND STRUCTURES
BOXES \ '�� UNDERGROUND FACILITIES
HAVE BEEN PLOTTED FROM FIELD OBSERVATION AND
_ \ THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE
k
�1. S j ONLY. JONES & BEACH OR ANY OF THEIR EMPLOYEES
G
PROPOSED PLANTERS pHETAKE NO RESPONSIBILITY FOR THE LOCATION OF ANY
O3 P #7/69X UNDERGROUND STRUCTURES OR UTILITIES NOT SHOWN,
\ \
PROPOSED LOADING ZONETHAT MAY EXIST. IT IS THE RESPONSIBILITY OF THE
\ DURING UN-OPERATI❑NAL HOURS \ '
', � _-�\ CONTRACTOR TO HAVE ALL UNDERGROUND UTILITIES
X 99 J
OR STRUCTURES LOCATED PRIOR TO EXCAVATION WORK
BY CALLING 1-800—DIG SAFE
f ` 100x2 2. DISTURBANCE UNDER 100,000 SQ. FT.
SITE SPECIFIC RSA 485: A-17 NOT REQUIRED
97 3. ALL BENCHMARKS AND TOPOGRAPHY SHOULD BE FIELD
VERIFIED BY THE CONTRACTOR.
20' 1jt , —_ 100;x6 �i� / 4. ALL CONSTRUCTION WILL CONFORM TO CITY OF
O�x 20 20' SALEM'S STANDARDS AND REGULATIONS
PN
;. •
5
g,
i t 95
� J � L��p\NG t
OCK O
UP #40 /1 — UHE- PROPOSED PLANTERS 100x7
A �J _ O PROPOSED RAMP @ 1: 12 SLOPE \ /
101
1
EXISTING SALVATION
ARMY BUILDING 1olx1
276 HIGHLAND AVE.
r I
tAls>IING SLAB EL. 102.90 i
4" CONCRETE OIL DELIVERY
01J BOLLARDS TO FILLER PIPE� loon� BE RELOCATED 10 *4 1
ON TO' PROP. LINE 3
O '
0
\ ` EMPLOYEE
DUMPSTER
1 �NCLOSURE \ ---- �'--- \
EMPLOYEE 9�
PROPOSED —
STREET TREES TYP.
MAP 8 L 0 T 33 95 �� ROAD SALEM, MASS.
= 1 � MARLBOROUGH 0 D S ,
TAX MAP 8 LOT 34
MAP 8 LOT 35 AMENDED SITE PLAN
APPROVED — SALEM, MASSACHUSETTS UP #2 \ °i FO FR
~J
PLANNING BOARD \\ —f� SALVATION ARM Y
GRAPHIC SCALE JONES & BEACH ENGINEERS, INC . DRAWING No.
10 0 5 10 z0 40 85 PORTSMOUTH AVENUE
STRATHAM , N.H . 03885 C2
0 11/17/98 ISSUED FOR APPROVAL SDC PHONE 772-4746 FAX 772-0227
DATE: ( IN FEET )
1 inch = 10 ft. NO. DATE REVISION SCALE DATE FILE REV. SHEET NO.
KAB RBJ RBJ 1"= 10' 11/17/98 98063 __ OF
DESIGNED CHECKED APPROVED DRAWN
III
�y
LEGEND ti
�y
ROCKMERE ST
UTILITY POLE
DRAIN MANHOLE
GLENN A
SEWER MANHOLE Os o
UP #330/2 EXISTING LIGHT POLE
O.yf EXISTING CATCH BASIN C3vGN RV ,rT, Z �FtPo SSE
WATER GATE wv MPR�BGRo o
Q
0H f _ 9gk 6 WATER SHUT OFF o / o o�
\ MONITORING WELL 0 z z p5C
Q 0� EXIST. SPOT GRADE 96x69
'I 2 TELE. ` OO 0 PROP. SPOT GRACE 96x69 \
BOOTHS �- DRAINAGE LINE D /
SEWER LINE S
UP 30/1 GAS LINE G
_- - WATER LINE W
LOCUS MAP
OIL/E
OA PROPERTY LINES — —
1
EXIST. CONTOUR ?oo —
v o NOTES
99*3 �K o �f
, A
\ PAvE W ° \ `� - 1 • UNDERGROUND FACILITIES, UTILITIES AND STRUCTURES
HAVE BEEN PLOTTED FROM FIELD OBSERVATION AND
0H'
on � THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE
ONLY. JONES & BEACH OR ANY OF THEIR EMPLOYEES
` TAKE NO RESPONSIBILITY FOR THE LOCATION OF ANY
-- 99 OHE
P #7/69X UNDERGROUND STRUCTURES OR UTILITIES NOT SHOWN,
THAT MAY EXIST. IT IS THE RESPONSIBILITY OF THE
5
94x9 99x4 CONTRACTOR TO HAVE ALL UNDERGROUND UTILITIES
-" .-- `_.-
OR STRUCTURES LOCATED PRIOR TO EXCAVATION WORK
o / BY CALLING 1-800–DIG SAFE
100x2 2. DISTURBANCE UNDER 100,000 SQ. FT.
Z_ XSITE SPECIFIC RSA 485: A-17 NOT REQUIRED
a
�, / 3. ALL BENCHMARKS AND TOPOGRAPHY SHOULD BE FIELD
9 7 -
VERIFIED BY THE CONTRACTOR.
100x6 4. ALL CONSTRUCTION WILL CONFORM TO CITY OF
SALEM'S STANDARDS AND REGULATIONS
Il SD , 9`1 5 P�ANSER \`
1 pA
UP #404/1 , '_ — 0' , - -- - ✓ L °OCK 100x7
I
EXISTING SALVATION ioixi
• ARMY BUILDING '
276 HIGHLAND AVE.
• SLAB EL. 102.90
101x1
�4" CONCRETE OIL DELIVERY
• BOLLARDS TYP. 100x6
FILLER PIPE X4
0
fT • \
® 4e
\
l
-`- -- — CO
92X$
r o _4D�
a
- -- — — MAP 8 LOT 33
MARLBOROUGH ROAD SALEM, MASS.
TAX MAP 8 LOT 34
MAP 8 LOT 35 EXISTING CONDITIONS PLAN
APPROVED – SALEM, MASSACHUSETTS UP #2 i FO R
PLANNING BOARD !` S A LV/4T I O N ARMY
GRAPHIC SCALE JONES & BEACH ENGINEERS, INC. DRAWING No.
10 5 ,o Zo •� 85 PORTSMOUTH AVENUE
(o STRATHAM , N. H. 03885
DATE: ( IN FEET ) 0 6/5/98 ISSUED FOR APPROVAL SDC PHONE 772-4746 FAX 772-0227
1 inch = 10 ft. N0. DATE REVISION VB SCALE : DATE : FILE : REV. SHEET NO.
KAB RBJ RBJ 1"- 10' 6//5//98 98063 -- OF
DESIGNED CHECKED APPROVED DRAWN
i
i'
S
KDOAEMST
51
UTILITY POLE
DRAIN MANHOLE GLENN A O
SEWER MANHOLE o N-�
UP #330/2 i EXISTING LIGHT POLE
I cv EXISTING CATCH BASIN El P� SITE
WATER GATE wv
FT- - x
7 -- - Q►.F 98x6 WATER SHUT OFF 0
CMONITORING WELL
'� Q --- _ Q►-E EXIST. SPOT GRADE ssxss
` 2 TELE. — .� O PROP. SPOT GRADE
BOOTHS �-_ OROUG�l ' , - --------%.
DRAINAGE LINEp _--
1 P # 3 /1 ROA SEWER LINE _ _99 U 3 0 - S ----
GAS
_-- Pq,P
O GAS LINE GO
WATER LINE -W-
-- LOCUS MAP
- / 98
A44
- •_ x7 PROPERTY LINES
' 1 't •. EXIST.CONTOUR - __--100------_--- `
v 3 �ALK << '•
NOTES
99
P PVE �� 1 • UNDERGROUND FACILITIES, UTILITIES AND STRUCTURES
HAVE BEEN PLOTTED FROM FIELD OBSERVATION AND
o \ ,> 99x5 THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE
C� ONLY. JONES& BEACH OR ANY OF THEIR EMPLOYEES
�! TAKE NO RESPONSIBILITY FOR THE LOCATION OF ANY
_------- 9 9 --- Q`E UP #7/69X UNDERGROUND STRUCTURES OR UTILITIES NOT SHOWN,
I \ - J THAT MAY EXIST. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO HAVE ALL UNDERGROUND UTILITIES
99x4 f-- OR STRUCTURES LOCATED PRIOR TO EXCAVATION WORK
BY CALLING 1-800-DIG SAFE
,I
100x2 2. DISTURBANCE UNDER 100,000 SQ. FT.
SITE SPECIFIC RSA 485:A-17 NOT REQUIRED
N %/
\
3. ALL BENCHMARKS AND TOPOGRAPHY SHOULD BE FIELD
100x6 \
VERIFIED BY THE CONTRACTOR.
4. CONSTRUCTIONALL WILL CONFORM TO CITY OF
SALEM'S STANDARDS AND REGULATIONS
UP #404/1OHE L' � p0 100x7
101 x 1 '•\
rn
EXISTING SALVATION \`\
ARMY BUILDING I 1 o 1 x 1all
\
276 HIGHLAND AVE. \
rn SLAB EL. 102.90 \
�4 CONCRETE ,
OIL DELIVERY I
BOLLARDS TYP. 1 00x6
FILLER PIPE
0 rn
th i
-` - MAP 8 LOT 33
--------- 95 _ MARLBOROUGH ROAD SALEM, MASS.
TAX MAP 8 LOT 34
__ _ _ ►" EXISTING CONDITIONS PLAN
MAP 8 LOT 35
APPROVED- SALEM, MASSACHUSETTS UP #2 rn FM
PLANNING BOARD � SALVATION ARMY
GRAPHIC SCALE ONES & 16ACH ENGINEERS, INC. D`AwNG NO.
P 2C 40
85 PORTSMOUTH AVENUE
- BEL iSTRATHAM, N.H. 03885
DATE:
( IN FEET) 0 6/5/9 8 ISSUED FOR APPROVAL SDC / PHONE 772-4746 FAX 772-0227
1 inch - 1 Oft. NO. DATE REVISION SCALE : DATE : FILE : REV. SHEET NO.
RR 1 " = 10' 6 /5 /98 98063 of
LEGEND t
noc"&-mST
2f[
ZONING BUSINESS DISTRICT 11 -82 UTILITY POLE IPA
�°e a
277 MINIMUM LOT SIZE =25,000 S.F. DRAIN MANHOLE GLENN AV
2e so 127=7 PROPOSED SIDEWALK ALONG MINIMUM FRONTAGE = 150' SEWER MANHOLE
EP RO\C-LOT
UP #330/2 MARLBOROUGH ROAD BY BUILDING HEIGHT: MAX. 35' EXISTING LIGHT POLEc
2 TELE. MASS.HIGHWAY PLANS MINIMUM SETBACKS: EXISTING CATCH BASIN SITE
��S 27 De e7 -°' PROD. FILE #601321 FRONT = 30' Wv
— eHUB 2
e° WATER GATE
SHT. 4 OF 27 SIDE = 15' x
REAR = 30' WATER SHUT OFF o —�
\ PARKING REQUIREMENTS=
e ` 210 - 1 SP./200 S.F. BLD = 42 REQUIRED MONITORING WELL ® v ' —
`� °
P \
EXIST.SPOT GRADE
:59LAD '\ ,so 60 0 tee
EP,O7IPOAD L/ ° PROP.SPOT GRADE axes r--
DRAINAGE LINE
------- D ------ -'
I
99 ��- \ UP #330!1 � UAR�'90"jSEWER LINE SGAS LINEG
-
--_ - �_-- WATER LINE W
\ i g xP L07AOAejGfy 91 73 PROPERTY LWES —— _ — ----------_._-- LOCUS MAP
\
270
° of*7 NOTES
DROP-OFF E ` ALL
\� BOXES \ y `'�\ 1 UNDERGROUND FACILMES,UTILITIES AND STRUCTURES
\ : ' HAVE BEEN PLOTTED FROM FIELD OBSERVATION AND
1EM RET W.LL 1 \ �`
2zz THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE
\ \ \
Fm99 46
srrm
PROPOSED PLANTERS .1 \ C�° � ONLY. JONES 8 BEACH OR ANY OF THEIR EMPLOYEES
� \ `\- -"-
h,� TAKE NO RESPONSIBILITY FOR THE LOCATION OF ANY
240 •� 3 •,, =�=
I, 939 O ---------------------- ------- ------ 99 —"- '\- �2 UP #7/69X
i � 22 40 NEN -\
UNDERGROUND STRUCTURES OR UTILMES NOT SHOWN,
BLD''1"OOe� PROPOSED LOADING ZONE Bio 74° Zoe THAT MAY EXIST. IT IS THE RESPONSIBILITY OF THE
\.. ,0000
DURING UN-OPERATIONAL HOURS \ \__�-— ,
,0076
I CONTRACTOR TO HAVE ALL UNDERGROUND UTILITIES
ftEW:ONDv , "
�� 99xV'� —'"" \ o oe 21 OR STRUCTURES LOCATED PRIOR TO EXCAVATION WORK
1 1 , 70
"JOE w7PF
206
BY CALLING 1-800-DIG SAFE
1064
ee 0.1169
OOx Sz, �` "°°° �W?006 2. DISTURBANCE UNDER 100,000 SQ. FT.
1 / P 20 NN 0.WI '63
142,, 2°° � e 2 45 1 67 ,7 x °. SITE SPECIFIC RSA 485:A-17 NOT REQUIRED
9 7 a7c
DC CCW
OST
'�" 202 �' 3. ALL BENCHMARKS AND TOPOGRAPHY SHOULD BE FIELD
---- >,
— -
------'-'---'-- � .. � -; ,0090 7[
O
3 ON POST W VERIFIED BY THE CONTRACTOR.
Q_ oo se
20' . yt �—\ , �I W�LlCNA 1 o0x Ler.. °u e7
` x1 P / 4. ALL CONSTRUCTION WILL CONFORM TO CITY OF
O 'A020,
2 0 ro
v PN ;- ,, SALEM'S STANDARDS AND REGULATIONS
+oz e7 So
1 F)Y6
1 / +60 TMHCE 1
� \ � 7[765
LPDA
242 Cw
Ss A4 Cj 53 9 164
7 a `,, Cw Pw e0 ,57
9UB_ v o7le 1
o69kae \
'� D 66 BLD , 91
Z
95 _ Av
- _ e
a
�
\tAG 42
UP #4041 1 q �° i °Q� ° i PROPOSED RAMP
Q�4.f. PROPOSED PLANTERS -� Dom' rr 10 ob�'
`yA • ® 0 1:12 SLOPE l
----- — OLD as, NI
,
24
2e.
/ e2 7e 'T7 P,,'
1 01 P . ne ue
P
rn 24/ ` BOX
C ! Z
/� �' \ EXISTING SALVATION j I \
a ,ee
O
ARMY BUILDING ,,5� i 101x;{ , •\ ,3owcPo6Ts
G)
276 HIGHLAND AVE. I \ s
I EX1StING
SLAB EL. 102.90
I 4"CONCRETE
O BOLLARDS TO OIL DELIVERY —1 -�z[ 1 oox ,59
1 BE RELOCATED FILLER PIPE I x4 '4; A,' z
I ON TO PROP.LINE f
25C
`pPWTL E.eC OZ 17
W ALK ( I RSC P067$
EMPLOYEE
�\ / ISO
100 14
PC
. , FNCP06T8ETD \, m
257 2e 111\ '.\ •\\ _` �" /. •\ `\
I c:37
a o:s°
a Z14oOLE / ,\w1 \• \ BLC M
\ — -- O
go
` DUMPSTER
25, ENCLOSURE \`i ----------------- \ \\
es \
92 is
w+iF EMPLOYEE —
I e / �7
!
ce e7
I \
i + 0
PROPOSEDI
ee / l ------------------------
STREET TREES TYP. 1 -- — —
I 1 27+
95 MAP 8 LOT 33 MARLBOROUGH ROAD SALEM MASS.
,
— TAX MAP 8 LOT 34
AMENDED SITE PLAN
255' \ MAP 8 LOT 35 °��„
APPROVED-SALEM, MASSACHUSETTS UP #2 P ~ 0' lFMi
PLANNING BOARD
SALVATION ARMY
GRAPHIC SCALE ONES 8 EACH ENGINEERS, INC. DRAWING NO.
5 1 C, 2485 PORTSMOUTH AVENUE
STRATHAM, N.H. 03885 C2
DATE: (IN FEET) 0 11/17/98 nSSUED FOR APPROVAL SDC PHONE 772-4746 FAX 772-0227
1 inch • 1 Oft. NO. DATE REVISION SCALE: DATE: FILE: REV. SHEET NO.
KA ` %'
CHECKED 1 " = 10 11 / 17/98 98063 OF
2 - 2 1 /211 cal . Sugar Maple
Morris
Pachysandra at 18" O.C.
- -- __-_--_ --_-__ t. Archl" tects
2 - 2 1 /2 cal . Honey Locust
Architecture 33 Murray Road
Urban Design West Newton, MA 02165
1
Space Planning
Interior Design 617.964.7500
Agency Liaison 617.969.7319 (Fax)
gmorris@morrisarch.com
-� http://www.morrisarch.com
2 1 /2 - 3h . Upright Yews
2 1 /2 - 3' h . Upright Ye s
T — \ Pachysandra at 18" o.c.
ei
Annuals
60
Pachysandra at 18" 0.C.
Project Name:
Proposed Renovations for
■
Salvation
r -
A r MStore
Marlborough Road ,
SaIem, Ma188aChUSOtt s .
Drawing Title:
------- _ Landscape flan
Drawing Number:
5 - 6' h . White Pine C-101
File Number:
PIN: Date: $cafe:
98159 12.10.1998 1/i0" 1'-0"
Morris Architects retains the ownership of these
documents. They are licensed for use only in
accordance with the terms and Conditions of the
Owner/Architect Agreement. Morris Architects
retains all rights not expressly granted. ® Morris
Architects, 1997, 1998.
102'-1 "
Morris•
8' 1'-3 1/8", 8' 4 1/4' '-8"
Arch1* tects
Architecture 33 Murray Road
-a\ol Urban Design West Newton, MA 02165
Grab ears
rab Bars Space Planning
cDl Wmcn Men w®c" MenInterior Design 617.964.7500
Agency Liaison 617.969.7319 (Fax)
Stan,.,y. SwrwaY gmorris@morrisarch.com
�4---
http://www.morrisarch.com
®I
Jan-
Jan.
F1
Retail Sales `8
LO Furniture Sales
LO
4.7
L') L)
Note:
See ramp, stair and planter
layout on site development plan.
Sheet C-2
=-
N
c0
Project Name:
Proposed Renovations for
■
alvatiSo
Army Store ,
Marlborough Road
SaIem, MaSSachusetta
Drawing Title:
Floor Plans
Drawing Number:
A-101
Upper Level Plan Lower Level Plan
File Number:
PIN: Date: Scale:
98159 12.10.1998 1/8" =V-W
Morris Architects retains the ownership of these
documents. They are licensed for use only in
accordance with the terms and conditions of the
Owner/Architect Agreement. Morris Architects
retains all rights not exoressly granted. p Morris
Architects, 1997, 1998.