35 ST PETER STREET - ZONING (2) CITY'OF SALEM. MA
�cowrr�� CLERK'S OFFICE
Planning �Buarb
One 6alem Oreen 1003 APR IS P 2: 01
Site Plan Review
Decision
April 15, 2003
Peter Copalas,President
Heritage Co-operative Bank
71 Washington Street
Salem, MA 01970
RE: 35 Saint Peter Street
On Thursday, December 5, 2002, the Planning Board of the City of Salem opened a Public
Hearing regarding the application of Heritage Co-operative Bank under Section 7-18 Site Plan
Review for the renovation of an existing structure, reconfiguration of existing parking, and the
addition of landscaping located at 35 Saint Peter Street. A portion of the building will contain a
bank, with a drive through facility located on the site.
The Public Hearing was continued to December 19, 2002, January 9, 2003, January 16, 2003,
February 6, 2003, February 20, 2003, and March 6, 2003. The Public Hearing was closed on
March 6, 2003. At a regularly scheduled meeting of the Planning Board held on March 6, 2003,
the Board voted by a vote of eight(8) in favor(Power, Puleo, Moustakis, Lombardini, Sullivan,
Collins, Durand, Cullin), none(0) opposed, and one absent (Weiner) to approve the application
as complying with the requirements of Site Plan Review, subject to the following conditions:
1. Conformance with the Plan
Work shall conform with the plans entitled, "Heritage Coop Bank, 35 Saint Peter Street,
Salem, MA", sheets L-1.0, and L-1.1 prepared by Royal Design Builders, 82 Tide Mill
Road, Hampton,N.H. 03842, dated March 6, 2003.
2. Amendments
Any amendments to the site plan shall be reviewed by the City Planner and if deemed
necessary by the City Planner, shall be brought to the Planning Board. Any waiver of
conditions contained within shall require the approval of the Planning Board.
One Salem Green, Salem, Massachusetts 01970 (978) 745-9595 ext.311 Fax (978) 740-0404
r
35 Saint Peter,Heritage Bank
Site Plan Review-2
3. Parking and Drive-Through Area
a. The Planning Department will work with the owner of the site, the applicant, and the
architect to insure a plan to maintain a 19-foot wide, two-way aisle through the rear of
the site adjacent to Saint Peter Street.
b. A yield sign shall be hung from the canopy of the Heritage Bank drive-through.
c. The pedestrian entrance marked number 3 on the approved plan will be reconstructed
to be at a 45 degree angle and recessed 5 feet to provide an area for pedestrians to
view oncoming traffic prior to crossing the parking area.
d. Emergency lights will be placed in entrance number 3, and the emergency entrance,
visible from the drive-through, so that oncoming vehicles will be alerted if there is a
building emergency and pedestrians will be exiting.
e. The street light located along Federal Street will be moved to a more suitable
location. The City Planner shall approve the proposed location for the light prior to
installation.
f The parking spaces designated on the site plan as numbers 1, 2, 3 will be striped as
employee parking only.
4. Entrance Area
Prior to the issuance of a building permit, the Planning Department and the applicant will
meet to resolve outstanding issues regarding the safety and effectiveness of the entrance
to the site from Saint Peter Street. Specifically, the gate blocking the entrance area will
be discussed. Any changes recommended shall be shown on an amended plan for
approval by the City Planner.
5. Landscaping
a.All landscaping shall be done in accordance with the approved set of plans.
b.Trees shall be a minimum of 3 % inch caliper and with a minimum height of 8-feet.
c. Maintenance of landscape vegetation shall be the responsibility of the developer,his
successors or assigns.
d. After such landscaping is completed, the developer will add farther landscaping if such
is requested by the Planning Board or the City Planner.
6. Signage
Proposed signage shall be reviewed and approved by the City Planner and the Sign
Review Committee.
7. Lighting
a. No light shall cast a glare onto adjacent parcels or adjacent rights of way.
b. A final lighting plan shall be submitted to the City Planner for review and approval
35 Saint Peter,Heritage Bank
1 , Site Plan Review-3
prior to the issuance of a building permit.
c. After installation, lighting shall be reviewed by the City Planner, prior to the issuance
of a Certificate of Occupancy.
8. Conservation Commission
All work shall comply with the Order of Conditions issued by the Salem Conservation
Commission, if applicable.
9. Construction Practices
All construction shall be carried out in accordance with the following conditions:
a. Work shall not be conducted between the hours of 5:00 PM and 8:00 AM the following
day on weekdays or at any time on Sundays or Holidays.
b. All reasonable action shall be taken to minimize the negative effects of construction on
abutters. Advance notice shall be provided to all abutters in writing at least 72 hours
prior to commencement of construction of the project.
c. Drilling and blasting shall be limited to Monday-Friday between 8:00 AM until 5:00
PM. There shall be no drilling or blasting on Saturdays, Sundays, or holidays. Blasting
shall be undertaken in accordance with all local and state regulations.
d. All construction vehicles shall be cleaned prior to leaving the site so that they do not
leave dirt and/or debris on surrounding roadways as they leave the site.
e. All construction shall be performed in accordance with the Rules and Regulations of
the Planning Board, and in accordance with any and all rules,regulations and ordinances
of the City of Salem.
f All construction vehicles left overnight at the site, must be located completely on the
site.
10. Clerk of the Works
A Clerk of the Works shall be provided by the City, at the applicant,his successors or
assigns' expense, as is deemed necessary by the City Planner.
11. Board of Health
All Board of Health requirements as specified in the attached decision dated January 9,
2003, shall be strictly adhered to.
12. Fire Department
All work shall comply with the requirements of the Salem Fire Department.
13. Building Inspector
All work shall comply with the requirements of the Salem Building Inspector.
i
/ I rHArchitect
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PETER'S LAUNDRY I /
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Douglas Hopper Architect
CS) 28A Fedaral Street • Salom MA 01970:0i744-3091,m
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EXIST. Drawn by
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Date
1/20/02
Revisions: Date
1 oPRICING ONLY 4/18/01 f _
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`I' CONSTRUCTION 1/20/02
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REVISIONS: 11/12/02
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REVISIONS: 11/13/02
REVISIONS: 11/19/o2
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REVISIONS: 11/26/o2
❑
LANDSCAPING BASE PLAN 05/06/03
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PROPOSED
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RAWLINS STREET
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\ Drawing Title
SITE PLAN
LANDSCAPING BASE PLAN
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SITE PLAN
SCALE: V=10'-O"
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Drawing Number
Set issued for
LANDSCAPING BASE PLAN:
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DETAIL
L E G E N D NOTES SLOPED GRANITE CURB DETAIL
N.T.S. MANHo>_E DETA i L
I, A. PROPOSED RETAINING WALLS ARE TO BE DESIGNED AND PERMITTED FINISH no scale CATCH BAS l N
O SMH EXISTING SEWER MANHOLE BY AN APPROPRIATE PROFESSIONAL AS REQUIRED BY THE SALEM GRADE � o. MANHOLE u AA AM no scale
0 DMH EXISTING DRAIN MANHOLE LK 110&
ELLED DRAIN
EXISTING CATCH BASIN BUILDING INSPECTOR. A 4 FT. MINIMUM HIGH FENCE SHALL BE _
cEB EXISTING HYDRANT CONSTRUCTED AT THE TOP OF ALL NEW WALLS. 6p 45• - ,•n Mortar Bed LEBCASTARON LK FR OR A G
�� 24` x 24" CAST IRON FRAME AND GRATE
FINISH COURSE ' /
24
sa EXISTING WATER GATE AN APPROVAL NOT BITUMINOUS 6"x 16" SPLIT 2 to 5 Courses Leveling Brick SET 1 1/4" BELOW PAVING
o WSO EXISTING WATER SHUTOFF B. PRIOR TO COMMENCEMENT OF CONSTRUCTION, PAVING ` coo FACED GRANITE Full Mortar Bed
REQUIRED PLAN SHALL BE SUBMITTED TO THE SALEM PLANNING I
��a PRECAST CONCRETE CONE 2 to 5 Courses Leveling Brick
100 EXISTING CONTOUR BOARD FOR ITS ENDORSEMENT. INDER couRsO o v-o og o I _ COMPACTED GRAVEL Ec
100.00 EXISTING SPOT GRADE 0 �� 0 000 BACKING PLACED PRIOR T cor,rPET> WALL SECTION
C. ALL UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDAN E 0°° o O o Q
UTILITY POLE 0 00 0 6" ��� TO SETTING; OF GRANITE ( All Joints and Penetrations
RETAINING WALL WITH THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION b 0 0° °° o _ i to °° made Puny watertight)
4' - 0'
STONE WALL OVER THE PARTICULAR UTILITY. 3000 PSI �4p FORGED ALUMINUM ALLOY PRECAST CONCRETE OR
CEMENT ON
SAFETY TYPE MANHOLE
CONCRETE BARREL BLOCK WALLS
p
STEP AT 12' O.C.
CURB
----�_ 12
4'-0" INSIDE DIAM. (MORTAR JOINTS IF BARREL
x x FENCE
BLOCK USED)
64'
o DMH PROPOSED DRAIN MANHOLE 62 � INLET
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® PROPOSED CATCH BASIN / 66 5' MIN 12" CPP TEE
/ l OUTLET
.. PROPOSED .WATER GATE
100 PROPOSED CONTOUR i
OUTLET .
100x0 PROPOSED SPOT GRADE �
/ 70 5' MIN I
/ 72 PRECAST CONCRETE BASE
SGC SLOPED GRANITE CURB / / / V Cashed Stone
/ Foundation BRICK INVERT CL
/S 14.59'58" W i N
/ b
40.00'
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PRECAST OR CAST—IN—PLACEI',
/ CONCRETE BASE
O SMH / / / 66 m I N 6" CRUSHED STONE FOUNDATION
REMAINING LAND Y
OF COPELAS / I
I LOAM 6� TYPICAL CROSS SECTION
EXISTING BUILDING WATERPROOF MEMBRANE AS PER TO EXISTING BEREMOVED RETAINING8 REPLACED PAVED AREAS ON SITE
STRUCTURAL ENGINEER'S M SEE NOTE "A"
w RETAINING WALL
RECOMMENDATIONS J I / SEED I no scale
SEE NOTE "A" '
INSTALL FENCE ON NEW WALL Fitch As Shown on Site
50 0 FEET RETANING WALL I r
Grading Plan
140±' SEE NOTE 'A' I 1 1/2" Bit. Concr. Top Course
EXISTING SIGN
E—q °° TO REMAIN 42' 6 I .7 MEC i CA 61 .7
2" Bit Concr. Base Course
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SOUNDPROOFING FqR HAN I CAIS 12 Grovel Base - No Stone over 3 Dimension
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4' H H DECORATIVE W BUILDING — o STONE DD D
AL I NUM FENCE ° a D�0 BE _ I , 61 .50 I GENEVA 'a p e> D D DD 9" MIN.
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DEMOLISHED SHED WILLIAMS Approved Subg�ade D D D D D
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/ ' 135 Boston Street 104 Lowell Street
DMH SMH I s s / s s Salem, MA 01970 Peabody,
3 S �
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/ (TYP I CAL I (978) 531-8121
D ` n DMH D ' D / D I
NEW DMY� RIM 60.8 0 I SCALE
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0 5 10 20 30
DA TE A:87
/ MARCH 31, 2000 Christopher R. 'Mello
PLS 31317 F 11277
0 MATCH EXISTING REVISION$
` JUNE 20, 2000- .
SHEET N0.
2 OF 2 . .
LOCUS IS SHOWN ON ASSESSORS MAP 16 GENERAL NOTES
AS PARCELS 129, 131 8 132 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
SURVEY AND PUBLIC AND PRI VA 7E PLANS
Sr a�
L� 2) U77LI77ES SHOWN ARE BASED UPON FIELD SURVEY AND
RECORD PLANS AND ARE NOT NECESSARILY INDICA 77 VE OF
Pc„-y r C UNDERGROUND CONDI TIONS.
i
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a 3) 774E CON7RACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
01/
DE7E'RM/NING THE LOCA 77ON, SIZE AND ELEVATION OF ALL
EXISTING U77U77ES, SHOWN OR NOT SHOWN ON THESE PLANS,
� Locu I
Na,�,oy c PRIOR TO ANY CONSTRUCTION. 171E ENGINEER SHALL BE NO77FIED
6r-o✓e 2Aw� sr. E IN KRI77NG OF ANY U77LI77ES FOUND INTERFERING WI77-1 THE
�en,efery ,r PROPOSED CONS7RUC77ON AND APPROPRIA7F REMEDIAL AC770N '
BEFORE PROCEEDING W/7H 774E WORK.
," 29 SY
4) THIS PLAN IS BASED ON 774E REFERENCED PLANS, DEEDS �� I DATUM TAKEN FROM RECORD DRAWING BY LEA, INC. SHEET 10
AND 774E RESULTS OF A FIELD SURVEY AS OF THIS DA TEE, OF SESD SEWER SEPARATION PROJECT, JULY 2, 1998
NO CER77FYCA77ON IS IN7E'NDED AS TO PROPERTY 777LE /
z /
� OR AS TO 171E EXISTENCE OF UNWRII7EN OR UNRECORDED
\ EASEMENTS: o
�0 "10
17 Z
S 14'59'58' W
3,3
46.00
N I L E G E N D
117 73,I
REMA IN I NG LAND OF COPELAS g `
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SMH
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• , p DMH EXISTING DRAIN MANHOLE
EXISTING CATCH BASIN
P4� N EXISTING HYDRANT
/ I O EXISTING WATER GATE
B I TUM I NOUsz l / C WSO EXISTING WATER SHUTOFF
w o — 100 EXISTING CONTOUR
PAVEMENT w 100.00 EXISTING SPOT GRADE
TOP CONCRETE "PETER'S LAUNDRY" / $ N -o- UTILITY POLE
�0 0 ' FOUNDAT I ON ELEV. 53. 10 ( o RETAINING WALL
U BRICK BUILDING q 480± SF . J- i
STONa.2o - s' s`'7 S 14059'58' W / 543 3. I S�4 _ tt -,a t CURB WALL
--�--- —r-- 3_ � � CURIE
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PROPOSED MULTIFAMILY BUILDING
( I No. I 1
No. 7 J SALEM MASSACHUSETTS
No 3 I
` / ' (°� 69.3 ?32
CLF GATE 48.50 � \ 40.CD 140.00
N9� EXISTING CONDITIONS PLAN
o sobs 53•�S wso 128.50 5T-41 �i.$� syr
CONC. BITUMINOUS PAVED WALK (FLUSH CURB) — N 1�4'59'S8' E 1
� (FLt�sH CURB) PREPARED FOR PREPARED BY
T $ T sR-46 s 96 I G Z — = - (2) 4' GAS Pe 1 e r Cop e l os Eastern Land Survey Associates, Inc.
T q " T — G G p _ �, �� (.9 1 135 Boston SI reel 104 Lowell Street
4" GAS c Salem em MA 0/970 Peabody, MA 01960
NI?3g Geo s 12" S (978) 531-8121
5 H
DMH 3� 9 SM S ! / SCALE
4 DMH E I 12 m p .,
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52.93
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D RAWL I S ST EET
I 6 \ DA 7E A(,7
R9-ee \ z-►3 GRANITE CURB \ \ \ ��sChristopher R. Mello
I .(TYPICALo.�s g a MARCH 3 I , 2000 PLS 31317 F 11277
G REVISIONS
sz.c.3 JUNE 20, 2000
oA I SHEET 740.
1 OF 2
I -
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II
r
M1l 35 Saint Peter,Heritage Bank
t Site Plan Review-4
14. City Engineer
The applicant shall comply with all requirements of the City Engineer.
15. Salem Redevelopment Authority
All requirements as set forth by the Salem Redevelopment Authority shall be adhered to.
16. Utilities
Any Utility installation shall be reviewed and approved by the City Engineer prior to the
issuance of a Building Permit.
17. Maintenance
a. Refuse removal, ground maintenance and snow removal shall be the responsibility of
the developer, his successors or assigns.
b. Winter snow in excess of snow storage areas on the site shall be removed off site.
c. Maintenance of all landscaping shall be the responsibility of the applicant,his
successors or assigns. The applicant, his successors or assigns, shall guarantee all trees
and shrubs for a two- (2)year period.
18. As-built Plans
As-built plans, stamped by a Registered Professional Engineer, shall be submitted to the
Planning Department and Engineering Department prior to the issuance of the final
Certificate of Occupancy.
19. Violations
Violations of any condition shall result in revocation of this permit by the Planning
Board, unless the violation of such condition is waived by a majority vote of the Planning
Board.
I hereby certify that a copy of this decision and plans has been filed with the City Clerk and
copies are on file with the Planning Board. The Special Permit shall not take effect until a copy
of this decision bearing the certification of the City Clerk that twenty (20) days have elapsed and
no appeal has been filed or that if such appeal has been filed, and it has been dismissed or
denied, is recorded in the Essex South Registry of Deeds and is indexed under the name of the
owner of record is recorded on the owner's Certificate of Title. The owner or applicant, his
successors or assigns, shall pay the fee for recording or registering.
Walter B Power, III O
Chairman