94-100 HIGHLAND AVENUE - ZONING 947.30ti Highland_Ave:-`.;,.. - WSp
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UMEDSWESPOSTALSERVI 'P �'"
OFFICIAL BUSINESS �' o
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0 �11Cowo7A�� UTtI of 6��lIPTIT, �t°vS2tCl1SEf
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a planning �Qvarb
One Satem Grern
DECISION
SPECIAL PERMIT
SITE PLAN REVIEW
Drs. Curtin, Nersasian, Monaldo,
St. Pierre, and Kasis
OII Y
100 Highland Avenue Realty Trust
100 Highland Avenue
Salem, MA 01970
On Thursday, September 18, 1986, the Planning Board of the City of Salem
held a public hearing under Section VII—R, Site Plan Review, of the
Salem Zoning Ordinance on the application of Drs. Curtin, Nersasian,
Monaldo, St. Pierre, and Kasis, 100 Highland Avenue Realty Trust to
construct a 12,020 square foot medical office building at 100 Highland
Avenue.
At a regularly scheduled meeting of the Planning Board held on November
20, 1986, the Board voted, by unanimous vote, to approve the application
as complying with the requirements for issuance of a Special Permit ,
subject to the following conditions:
1 . Work shall conform to plan entitled, "Site Utility and Grading Plan,
100 Highland Avenue Realty Trust", prepared by M. A. Lally
Associates, North Andover, MA.
2. Utility installation shall be approved by the Engineering
Department.
a. A Safety grate shall be installed on 24" culvert at the
headwall located on the northwesterly side of the site.
3. Board of Health requirements set forth in a letter dated September
17 , 1986, shall be strictly adhered to.
4. Landscaping of the site shall conform to plan entitled, "Landscaping
Site Plan for 100 Highland Avenue Realty Trust," prepared by Barlow
Gillfillen Architects, dated November 7, 1986, revised November 18,
1986.
a. Maintenance of landscaping in a healthy and thriving condition
shall be the responsibility of the applicants, their e
successors or assigns.
b. There shall be no storage of snow on landscaped areas of the
site.
c. Location of granite curbing shall be reviewed and approved by
the City Planner prior to issuance of a Certificate of
Occupancy.
Page 2
5. Board of Appeal decision dated May 28, 1986 shall be adhered to.
6. All construction shall be conducted in accordance with the following
conditions:
a. No work shall commence before 7:00 a.m. on weekdays and 8:00
a.m. on Saturdays. No work shall continue beyond 5:00 p.m.
No work shall be conducted on Sundays or holidays.
b. All reasonable action shall be taken to minimize the negative
effects of construction on abutters.
7. Signage for the building shall be reviewed and approved by the City
Planner prior to issuance of Certificates of Occupancy.
8. Any violation of these conditions will result in revocation of this
permit by the Planning Board.
I hereby certify that a copy of this decision and plans have been filed
with the City Clerk and copies are on file with the Planning Board.
This Special Permit shall not take effect until a copy of this decision
bearing thhe 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
County Registry of Deeds and is indexed in the grantor index under the
name of the owner of record or is recorded on the owner' s certificate of
title. The fee for recording or registering shall be paid by the owner
or applicant.
Walter B. Power, III `
Chairman
C802
(gity of Sateni, f ttssadjuse##s
Mne ,Salrm Green
DECISION
June 30, 1WSEff
CITY CLf s;: fM.MASC.
SPECIAL PERMIT
WETLAND/FLOOD HAZARD DISTRICTS
Ronald Gauthier, Owner
Doctors Curtin, Nersasian, Monaldo, St. Pierre, Kasis, Applicants ,
c!o Tinti, Quinn, & Savoy
216-218 Essex Street
Salem, MA 01970
On Thursday, June 25, 1986, the Planning Board of the City of Salem held
a public hearing regarding the application of the above named for a
Special Permit , under Section P, Wetlands and Flood Hazard Districts, of
the Salem Zoning Ordinance, with respect to the construction of a 9,900+
square foot medical office building at 94-100 Highland Avenue.
At a regularly—scheduled meeting of the Planning Board held on June 25,
1986, the Board voted, by a vote of seven in favor, none opposed, to
approve the application as complying with the requirements for the
issuance of the Special Permit with the following conditions:
1 . Work shall conform to plan entitled, "Site Plan — Highland Avenue
Salem, Mass." dated January 22, 1986, revised March 28, 1986.
2. Underground storage tanks, of the prior use, a gasoline station,
shall be emptied and removed under the direction of the Fire Department.
n shall be reviewed and approved b
3. Utility installation pp y the
Engineering Department.
4. All Board of Health requirements set forth in a letter dated May 15,
1986, shall be strictly adhered to.
5. Landscaping of the site shall be in conformance with plan entitled,
"General Planting Plan, 94-100 Highland Avenue," dated April 8, 1986.
a. Tree calipers shall be a minimum of 3z"; shrub diameters shall
be a minimum of 24".
b. Maintenance of landscape vegetation shall be the responsibility
of the Applicant, his successors or assigns.
— Page 2 —
6. All exterior lighting shall be installed and maintained in such a
manner so as to not reflect or cause glare on abutting or facing
residential premises or on—coming traffic.
7. The proposed access to the parking lot shall be one—way -- ingress
shall be from Colby Street and egress shall be to Highland Avenue.
8. All construction shall be carried out in accordance with the Rules
and Regulations of the Planning Board.
9. As—built plans, stamped by a Registered Professional Engineer or
Land Surveyor shall be submitted to the Engineering Department prior to
issuance of Certificates of Occupancy.
10. Any violation of these conditions shall result in revocation of
this permit by the Planning Board.
I hereby certify that a copy of this decision and plans have been filed
with the City Clerk and copies are on file with the Planning Board.
This Special Permit shall not take effect until a copy of the 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
County Registry of Deeds and. is indexed in the grantor index under the
name of the owner of record or is recorded on the owner' s certificate of
title. The fee for recording or registering shall be paid by the owner
or applicant.
Walter B. Power, III ��
Chairman, Planning Board
_ li iO®ll iI1 � Hi}�L
HIGH FLOOD STCRAvE DA T,4 PARK/NG DA T4
V� sc�looL S/ TE DAT,Q
SPACES PROVIDED = rE `'
EXISTING l00 YR. FLOOD S7t�RAGE I N 6768 C.F 1 TEM - EX/Sr/NG PROPOSED REGULAR S I SPACES rx/5T: SCv+/E ANo WATEFK 6ERV/G6
P RAVINE ONS/ TE HANDICA PPED 4 SPACES D LOUR/NCS
l ZONE / l3- I P -/ 5144 L L �E EVA L t1ATE
�O 2- EXISTING 100 YR E LEVATION CF �- OOD/lyG. 66 . 0 T O TAL 5 .5 ,S77RC�7_/0�,4 , /� 56RVIC56 ARE
_v<_tx AL EM J. STORAGE NEEDED ON S/ TE FOR 100 YR. ',' TORIvf, 7480 >` 2. S / TE AREA 32,3 07 S.F. 2,307 S,F SPACES
F�[,./NC� 72i f�EFOIA-
- F� 4 PROPOSED FLOOD STORAGE IN RC'P (6 ( %1 77-tE flRc'�f AFL Ia::F THE- SHAL _ �E USED.
HOSPITAL 35 1 7 CF. 3 BUILDING COVERAGE 2,//8Sf 6 /G) 010sf 186 , P� � ANG CA LCU` 4 � nN,
51 PROPOSED FLOOD STORAGE IN 04RKING LOT 4050 CF 4. TOTAL BUILDING
PROJECT G. PROPOSED FLOOD ELEV, IN PARKING LOT FOR FLOOR AREA 2. 1189 12;020s� / 0, tiIEDICAL PROT NIS 10 SP4CES
/ SITE Al l00 YR, STORM L; 24 EMPLOYEES 12 SPACES
✓. J
8) IO YR , STORM 69 2 S TOTAL IMPERVIOUS 2 VISITOR SPACE R
C) I YR, STORM ----
COVER /0,4985 . (32.5 23,8465V.�7j.c, al MEDICAL PROIT NL 20 SPA CC-S
� A,N� 6 /00 YR. STORM PEAK l3 EXTA,4 SPACE 13 SPACES
RUNOFF FROM SI TE 31.29 c.+s. 130. 5j5 cT s — 5S SPACES_
LOCUS ALAN
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MANHOLE FR:ME ANL COVER
♦ AD✓UST TO GRADE W rH l /NV 484 ALP 6507--1
BR/CK COURSES C O N C RE TLC' SIDE W A L
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/P ---- -AREA OF CIRCUMFERENTIAL 6 6.52
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MONOLITHIC CONCRETE PROP CONTOURS —70—
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SECTION
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- 1 ` fo• rAa. I N[Aoaf LA o rur /r N T S SPi9 C ES SRO VIZ:;?E17 GENE�.4 L NOTES E� S,oEC/.�/CA?/ONS
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�. ......._ - - ..... .H P --�- - 19 9' (DEED) \ ........... SG_'_..........!
.. \ C B.
0- - - _ 1 RIM =76.70
METER p �i�OPO�EOA \ OW__.
HPG 12' r\ O.MH
UR S \ O E/�'1�9 / HPG I \ /
B = 6 9.'. z 7 �'
68. CB E►C/ST G
0 �_ RIM= IM=6_10 �R[�� .lo^Q/.�.'�/ _ (04. /p
E DMH - 1 , U P UT/L /T y FOOL E
RIM 6915 r'; rr r RIM=72.83 / / �Ro� co I ► l
/ / c4.gw� E cuRE3 / l TE
/ LEC.
/ SMH
/ --- T
RIM= 76.16
I /
MH DMH
RIM=69.3f� \ RECORD
/ LOCATION
HI w
69- ND
�- _W - \ 1 " \ \ \ �\ \ �\
G.
W -- -- C B _ --�1 '-0 T E L CB
- RIM=68.14
OW RIM_71.52 O TEL.
FIRE OW \
T A JP, I ALARM
Ow R0,1" ,�j/ UP
UP co 2� i'b
22/15.01 Q D M H
APPROX RECORD LOCATION
NOT f7_7
ALL UNDERGROUND UTILITIES SHOWN HERE WERE COMPILED O SMH
SITE PLAN
ACCORDING TO AVAILABLE RECCRD PLANS FROM VARIOUS UTILITY RIM=67. 5
COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. HIGHLAND AVENUE
ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD BEFORE
DESIGNING, EXCAVATING , BLASTiNG. INSTALLING, BACKFIILLING,
GRADING, PAVEMENT RESTORA i ION OR REPAIRING, ALL UTILITY SALEM, MASS.
COMPANIES, PUBLIC AND PRIVATE, MUST BE CONTACTED INCLUDING
THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SCALE 1j = 2O� MAS. 08, /98�
SEE CHAPTER 370, ACTS OF 1963 MASS. WE ASSUME NOSH '`'•; JAN. 22 1986
RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF d`�eRucs
UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING �1 "� FOR CHARTERHOUSE DEV. CORP
FUTURE CONNECTIONS, THE APPROPRIATE PUBLIC UTILITY No 27 1
ENGINEERING DEPARTMENT MUST BE CONSULTED No 2>�oG
i'18T� L F'
WORM STAMSKI AND MCNARY, INC.
164 GREAT ROAD ACTON, MA.
ENG/NEER/NG PLANNING • SURVEY/NG
SM - 258
\ 1I��� 111 til®fit 6 !I i1
HIGH FLOOD STORAGE DATA I T T F
sc>tiooL PARKING DATA BAR l_OW,GIL; ILLEN
SITE, 17A A NOTE
I. EXISTING 100 YR. FLOOD STORAGE IN 6768 CF SPACES PROVIDED I ��',''
AND ASSOGIAI ��
J I TEM XISTING PROPOSED
P RAVINE ONSITE (AS PER APPROVED ALAN DATED >�22/8(0� REGI/LAA 51 SPACES �. F�r157: SevVC,E ,allo wATE� SERv/GE
I-L err EVAL[•�1TE0 DLIR/NG 161 SOUTH MAIN S i'�'.
' 1. ZONE / R- I R -I HANDICAPPED 4 SPACES GON3 rRt.�T/ol`t - /F SERV/GG3 •ARE. MIDDLETON, MA. 019
�0 2. EXISTING 100 YR ELEVATION OF FLOODING 66 .0 TOTAL 5 5 SPACES
,SALEM J. STORAGE NEEDED ON SI TE FOR /00 YR. STORM, 6063 GF. 2- SITE AREA 3213 07 S.F. 2,307 S.F FvuNt� ?o DE AOEQ(,,Am Fple_- (617) 777-7979
Trt E F'R('>f� U5E , TH E y SH�4LL SIE USED?
� list HOSPITAL 4' PROPOSED FLOOD STORAGE UNDERGROUND 3884 CF. J. BUILDING COVERAGE2,Il8Sf.(66%) 9.Oesf (l86/�) P �
5, PROPOSED FLOOD STORAGE /N PARKING LOT 2/79 CF ARK NG CALCULATION
PROJECT G. PROPOSED FLOOD ELEV. IN PARKING LOT FOR 4, TOTAL BUILDING lO MEDICAL PA'OFESSIOAIAL /0 SPACES
/ SITE Al l00 YR, STORM 70,80 FLOOR AREA 2. // 8s SEE 8EI-Ow 24 EMPLOYEES /2 SPACES
8) lO YR , STORM 69. 39 S TOTAL IMPERVIOUS 2 VISITOR SPACES PER
C) I YR, STORM COVER 10,498s1. (32.5A 23846 � (73.8�� MEDICAL PROFESSIONAL 20 SPACES STRUCTURAL tNGINEER:
13 EX TRA SPACES ES t 3 SPACES
IGNL AN 6 I00 YR. STORM PEAK BRA SK & STA NULEY
- RUNOFF FROM SITE 31.29 c,�S• 31 ,215 cis, SS SPACES ENGINEERING CO.
LO C US PLAN 930 EASTERN AVENUE
MALDEN, MA. 02148
" z40/,c a C7
e
617) 324-0214
OPN
MANROLE FR.:ME AA.' COVER
MECHANICAL ENGINEER:
• d AD✓UST GRADE w.TN
BRICK COU
RSES CONCRETE //VV 480 R6106507 CROSSFIELD ENGINEERING
, ' •� Q
TRANSITION SECT/ON S� 10 SOUTH MAIN STREET
-coN �c 1 NV /NV 484 A7CP r105.17TOPSFIELD,MA. 01 848
/tom AREA OF C/RCUA/FERENTIAL 6 6•S 2 (617) 387-2358
STEEL IZIN 2/uN FT EXrati_s. H 1V ti'
3,z/Z,-6//O OR EO"I FL Us H )s+ .4UBB/SN CGWTA/NER-�
MR/ES CURB __.-Saw
FORGED ALUM/NUI/ MANHOLE ,' WOOD FENGE 7/ --
,eE/I��Kc E c cam•ve.
STEP 60618, 7612"o c. I E cE0f_ Q'�-»A` CIVIL ENGINEER ;
----_-- - Ca ST IN PLACE I� J=0" 1-0" -I J'O"� / ., Ii /� eAI!;W�L L Wj
-- / _ —INV 68 O
I/ULT/PL ES L�'/, —MANHOLE BARREL / ANTHONY L A L L '�
2,J OR t' FRONT � �---- �,/ ��� /
M.
____ ��'� ',��--- k �-` � � �' 7J I/1/V 68. 2 �,qlM 72.2 ASSOCIATES
MONOL!TM/C MANHOLE BASE /, i-, NII OUT 68.2
PIPE SIZE VARIES - / ` - _
---- --- __� 1 DEMENSIpNS TYPICAL
_ x 200 SUTTON STREF
_ _ `\ 1 Co%�RETE RETA/N/N6 THROUGH OUT
• / / � x , I I [WALL PARK ING L OT NO. ANDOVER, MP 3
(61 7) 688 1 76 3
A /
Z,5,4 OR 3 CONCRETE MAL A �i ,`Tr 66,,7
6"
v r / I , .67
e.
re
_ le
T S"GRAVEL BASE U/J �i� / / // /l // I / V, \\ ' I ` J
\ .r
~ SIDE
PRECAST CONCRETE MANHOLE HANDICAPPED RAMP DETAIL , 7I 04
,�•- , I ► \ \� .o
H e ti C7 �/ // , , / / ��� ,' QIl `h I �� \ SOT �' , )
/ /,/
lei
/ I // / I ����/:/ I \ �\ \ \ /S
1-�)
ojec, No.
69
ALL EXPOSED EDGES IAIV OUT 66.5
TO BE CHA MFERED /� I // I 1 i ;. h 1 ` a , ��
°� 1\ p , 1 1 I ;1�;1 � , �� \ Drawn By
i INV 66.40 / ► ' / i / 1 r, 0 I J / / \� \ \ �� /
�� •��� vROuNG- /2 i ,Il/ i� G � �, \ ` pl >2 �'4�VC,� �\ r,', eckea By
----- LINE -- - + 1 i I
l Q� 1.7 S 1) \ \
^v�
0_ 1
n T /, BUILDING AREAS
1 Q ` O, r 7 ._. .' - ` \\ Ji` ` O \` _ N o. r4 ' 'd. S I I7 Li a t e P v
• ti 1
ELEVATION //VV 184,gCP 64. 7 1 II U n(' `� �`� '"'
��1 i I - F/N, f I / r, t IST F L 0 0 R 6, 3 74 Sq. Ft.
SECTION /N V 484 RCP. 64 4 7 -- -- / -- i I I // I l ► I i 0� . t- .. , T O j n1y I 'J`I
TYPICAL HEADWALL DETAIL ; l I rL 0 MH I / V 2ND FLOOR 6, 374 Sq, Ft
N T.S rO' RC P DISCHARGE
CONTROL P/PE 64 37��` 7S
10 �0 / I ;;//,/ // l ` i- / BASEMENT 2 , 524 Sq. Ft
NEW CURB TO MATO N % /// \V ' ......-----73_
..�..T3I I 1
EXIST/n/G CUPe , Q I I r ® __ _78- UP
6"R C.P CCWTROC P/PE
i- IIVV. X4.27 - UP 1 /4�/ice i/Q` \ ' /
CONC
EXIST/NG PAVEMENT LOAM
5F ED i�/ 1 I
y�• 3g=8^ a
6 PIPE '
CONC. WALK
jAIV-
FX/ST. GRAVEL BASE 19E'�2Q' Project
EX/S T. S/DE-W Ll� � �- - ---
+ pROPO,SED GRAN/TE CURB /
TYPICAL BIT. CONC. CURB
HP B /2�� �- - � EX/T � - � - HPG I �, ,=
100
N. T. ' �� C 8 \ PROPOSED CzRAW/ ,E CURB /
MH --- -- E _ _ -- — ---- — E ,� -__ E I I ; HIGHLAND
N /'�bb�LFEWER z� DMH No G D AVE ,
DMH RECORD SERV/Gfr�S�E N�rE� i l W�T�R 5EF1V/G�
6" 24 -S ABONRDTGRANITE 3 LOCAT/O�II G�1 v: N ___ / I / / / , O LEC.
\\ y" /CONNECTION—' IgIM 76,0 sMN
REALTY
STANDARD CI. FRAME INV G8,4
AND GRATE I I N v ( /
m...v
l.60 SMN / /bT/a ` SEWER �\ �\\ 6'5,3 p ii \ /
1=7 --- /a" 1 N1/ 6 / `\ ND EX1..'� NG � W� Ek,� -'
AD✓UST TO GRADE Wl rV , .. �� ' / TRUST
-i COURSES OF BR/CK(MAX / , \ H / G H� W VE
1 --EXCAVATION PAYMENT ` \ \ \ \ \ ` I
------_---- _ NE WG /Q w -�i�
\ Rl1LDING
3 TEL L\ -- -- — T
I 4-0/D. PRECAST RISER W
I - SECT/oN FROM I-O"TO 6-o \ \ \J \\
O W-- - --- -0- 1 TEL
\ ,' - — ow .� LEGEND Ura ,
I I CONCRETE WALL 6 TN/CK T C'B FIRE
I2" i i W--- '4.gc ALARM ---
- UP
_ BACKFILL WITH CRUSHED ,pV
STONE TO SUBBASE UP �OC + QOZ O
4-,0"/. i 4Tj�ticp'QO �`� / EXIST CONTOURS - - - -- --- SITE UTILITY
I _.MONOLITHIC CONCRETE. Q
BASE SECTION
PROP CONTOURS ---70-
L__ OMN O AND GRADING
6"STONE BEDDING APPROX N 0. OF PARKING SPACES 75
�-T YPE V A 4 R�'�D
6" GRANITECURB PSNH SEWER MANHOLE 0 SMH PLAN
."cEAIEN r CONCRETE I I LOCAT/ON
CATCH BASIN DETAIL
6iL)a DRIVEWAYS '/'~' FT I I _____ , DRAIN MANHOLE 0 DMH
tii" r q B GRAVEL SUBBASE--� 6 /"3/T. CONC�'ETE F/N/SN CATCH BASIN C B
Scale
/0"'� DR;VEwAYS . Y
06" GAS LINE
6 _ �� ` -rlt AVEC SU8-BASE
ELECTRIC E --
Drawing No.
' = OVERHEAD WIRE QW
CONCRETE BEDD/NG UTILITY POLE U P
TELEPHONE LINE T -
SECTION
I
TYPICAL GRANITE CURB
NOT +C SCII E