7083_SITE PLAN- GETTY STATION- 1154 SPRINGFIELD ST. #� c�3
S � �e P )an
-5W-on
1154 Reld 3fr;at
OFFICE OF PLANNING&COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
Reviewer D. Dacho s Date 8/19/9 8
Date rec'd 8/13/9 8 _ Dist. Date �, 8./1319 8
Planning Board Meeting Date 8/2 0/9 8
Applicant Information:
1. Name of Business Getty Service Station
Address 1154 Springfield Street
2. Owner Getty Realty Corporation
Address Massasoit Ave. , Dexter Road , F= Providence ,_RT
Telephone 800-359-4388
3. Engineer T i.ree Engineering, P:C.
�151�.iak
b`Qok�Ss Address 9 Otis Street , Westboro, MA 01581
Telephone 5 0 8-8 71-8 4 0 0
Plan Review:
Scale: 1" = 10 ' Date: 8/11/9 8
Title Block( Street Address,Applicant's Name,Address, Seale, Name of Preparer of Plan):
O.K.
Description of Project:
Removal of two existing pump stations and replacement with two new pump
stations and a new 22 ' x 48 ' canopy.
Site Plan Review (Coot.)
Description of Site:
i
Site is presently developed in the proposed use.
Provision for Traffic Flow:
Unchanged.
Parking:
Increase in parking by three parking spaces to 10 spaces .
Drainage:
Must be approved by the DPW.
Pudic Utilities:
Unchanged.
Landscaping/Screening and Buffers:
The following landscape note shall be placed on the plan: "All
plantings must be maintained and that portion of the public way
abutting the parcel, and including the treebelt shall be maintained
in a safe and attractive condition by the owner of the parcel. "
Sign Location:
Existing
Exterior Lighting:
Not provided.
Site Plan Review(Cone.)
Rendering or Elevations:
A colored rendering should be provided.
Dumpster Location:
Dumpster must be shown and screened.
Other Comments or Concerns:
A Special Permit from the Board of Appeals is required.
0 70 73
TO WN OF AGAWAM
36 MAIN STREET
AGAWAM, MA 01001
BOARD OF APPEALS
Q Ma
September 14, 1998
The Board of Appeals will hold a hearing in the Agawam Middle School Cafeteria, 68 Main
Street, Agawam, MA on Thursday, September 24, 1998 for the following agenda:
Case 4 1582 (6:30 P.M)
Petitioner: Getty Realty Corp.
Address: 1 154 Springfield Street
Reason: to allow for the alteration of the existing facility
Sincerely,
Larry Hoague. '
Acting Chairman 1
LWImc
Bd, Members
Assessors
Bldg. Insp.
✓`Planning Bd.
Conserv. Comm.
Mayor
Town Counsel
Town Council
DPW
MEMO
TO: Board of Appeals
FROM: Planning Board
DATE: August 26, 1998
SUBJECT: Getty Station- 1154 Springfield Street
Please be advised that the proposed work at 1154 Springfield Street requires Site Plan approval
by the Planning Board.
DSD:prk
W
4-- • i
TOWN OF AGAWAM
MEMORANDUM
To: Planning Board
CC: DMD, File
From: Engineering
Date: August 20, 1998
Subject: Getty Station - Site Plan - 1154 Springfield Street - SP 317
Per your request dated August 13, 1998 we have reviewed the plan entitled
"Getty Petroleum Corp., Proposed Site Plan, SS#618, 1154 Springfield Street, ,
Feeding Hills, Massachusetts, Prepared by Tyree Engineering, P.C., 9 Otis Street,
Westbomugh, MA 01581-3311, Dated August 11, 1998, Scale 1"= 10'- and have the ,
the following comment:
1. It appears that the leaching catch basin will be accepting drainage front, .
the newt installed canopy. Please verify this on the drawing.
Y PY fY g
2. An elevation should be provided for the bottom of the leaching catch
basin.
3. An overflow pipe should be provided from the leaching catch basin to
the northern catch basin.
4. The eastern catch basin should be cleaned out and the direction, size
- and slope of all connected piping should be included.
5. A detail should be provided for the clean out on the eastern end of the
proposed 4" dia PVC line. This should include all necessary items at
grade (frame and cover).
6. Our recommended minimum slope on a 4" dia line is 1/4"/ ft.
7. The existing dumpster should be shown. A proposed fence should be
Opr,
shown around the dumpster.
8. In keeping with our policy, vertical granite curbing and a cement
concrete walls should be shown. _
If you have any comments or questions, please do not hesitate to contact our
division.
Very Truly Yours,
ames T. Daley, P.E.,
Town Engineer
H:\ENGINEERISITEPLAN\,Sp3 17.wpd
.. .�Y • �lY1y•
�_ M
�F aG
TOWN OF AGAWAM
NIAI` STREET -kGAkV.-k%-L 1 kSSACHL'SETTS 01001
y Tel. 413- 86-0.100
1
�a�QAA�E� May\
AUG 14 1998
MEMO AGAWAM GU LDING DEPT.
TO: /ilding Inspector, Engineering Dept., Fire Dept., Police Dept.
FROM: Planning Board
DATE: August 13, 1998
SUBJECT: Site Plan - Getty Station - 1154 Springfield Street
i
Please review and comment on the attached Site Plan for the Getty Station at 1154 Springfield
Street prior to the Board's August 2oth meeting.
P S� .S
Thank you.
DSD:prk
I
F Gq
o TOWN OF AGAWAM
% 36 MAIv STREET AGA A-M, MASSACHUSETTS 01001
Tel. 413-;86-0400
�RRT'ED Mph
MEMO
TO: Building Inspector, Engineering Dept., Fire Dept., Police Dept.
FROM: Planning Board
DATE: August 13, 1998
SUBJECT: Site Plan - Getty Station- 1154 Springfield Street
Please review and comment on the attached Site Plan for the Getty Station at 1154 Springfield
Street prior to the Board's August 20th meeting.
Thank you.
DSD:prk
Tyree Engineering, P.c.
9 Otis Street, Westborough.MA 01581.331 l
Civil.Consulting. Traffic and Geotechnical Engineers
Surveyors•Site Planners
Lucien M. DiStefano
The
Tyree Phone: (508)8714 4W
Organization Fax: (508)8714W
9 0
free Engineering, P.C.
9 Otis Street
Westborough, MA O 1581-331 1
LETTER OF TRANSMITTAL Tel: (508) 871-8400 a Fax: (508) 871-8401
{{ PROFESSIONAL ENGINEERING SERVICES
TO: —C_+ 4F A DATE:_ LC-LLS�-r +% qqa .,._
RE:
St
QC,e,W&SI tis� SPVt .r'lFyt ssef—r=
A ENTION: JOB NO:
Attached ❑ under Separate cove . We are sending you the following items via:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Specifications ❑ Copy of letter
Item # # of copies Date(( Description
These are transmitted: ❑ For approval For your use ❑ 104-le For review and comment
REMARKS:
I�rce.r_41� t� (?c-t�g`�� r�+w�h_ :LI S�r6= _i�a..� C_�yl�..L �f'l..+C-L►.Tta.�
//�fT_ '�+��� _- ��a�EL`�_ ZE.rf1���f.SC-� L,�GI.-r�_�\-�—- �-.E_e•rY ��TL.SLY�tt
E�C�'�STlo�s bZ— �.LiI AL�� Tio.SLl�
1�W�e{ls,Tl� r P+rG—D,SF 45 L-ZT- k"rA
COPY TO: SIGNED:
If enclosures are not as noted, kindly notify us at 04ce.
AGAWAM PLANNING BOARD
Form D
Application for Site Pion Approval
Please complete the following form and return it and 10 copies of the Site Plan to:
Agawam Pig Board
• A 9�
Office of Muming and Community Development ' . .."
36 Main Street
Agawam; MA 01001
1. Name of Business
Address
2. Name of A hcant/Owner �� 2 a�� C_.�� � �►v.�
Address
Telephone _ e.� -
3. Name of Enginecr/Architect _ '� ��,� �<<, P c-
_
Address �-cs S�e�_rc�T W�S.r a�s3l
Telephone spa - 2q(
4. Please give a brief description of the proposed project:
' e��ve.� o� r..Jo �.,c«•c'�.u, `� K 1't C.a�G�.E�� PU�[P
%SA-4.J�S
X
1U_ Qa� t,�ST4`LL� sL
Rev. 2/14/94 `^\
GETTY PETROLEUM MARKETING INC. • MASSASOIT AVE.&DEXTER RD. • E. PROVIDENCE, RI 02914 • (401)434-1322.
January 14, 1998
Tyree Engineering, P.C.
9 Otis Street
Westboro, MA 01581
To Whom It May Concern:
Getty Petroleum Marketing Inc. does hereby authorize Tyree Engineering, P.C. with a usual place
of business in Westborough, Massachusetts, to apply for and represent Getty Petroleum
Marketing Inc. in the filing of any applications for required permits dnd/or approvals for the
construction, operating and maintenance of convenience store and full/self-service gas stations,
including, but not limited to, appearing before any governmental agency at a general meeting or
public hearing addressing such construction/improvement on Getty retail facilities
Getty Petroleum Marketing Inc.
Edward J. Janoski Jr.
Manager, Northern Region
Subscribed and sworn to before me this -A Day of Janauary, 1998
(Notary Public)
My comnussion expires on:
/0,3
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cn�zos #_ c�
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LOG co
BOX # CJ
DOCUMENT#
PAGE k
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;'S.:♦ ,'"T
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,
y r CULTIVATED
flFAD
11J IrIAP F-10 `
RIF OF
1fdDbERC J. CECCH. TRUSTEE OF 11IE
ZONING ANALYSIS TABLE 1; CECM TRUST
AGAWAM. MA
CULTIVATED ZONING DISTRICT: BUSINESS "A" DISTRICT 0.8.4863, PG.115
/tr FIELDZONE CRITERIA REMPED EXISTING PROPOSED
NOTES .GEN
MINIMUM LOT AREA N/A 37,645 S.F. - NO CHANGE 1 . APPLICANT: GETTY PETROLEUM, INC.
125 JERICHO TURNPIKE
MINIMUM FRONTAGE N/A 190.00 NO CHANGE JERICHO, NEW YQRK
MAXIMUM COVERAGE 50% 1% 3%
2. LOT SHOWN ON ASSESSOR'S MAP #F-10, LOT 2 IN THE CITY OF AGAWAM.
MIN. FRONT SETBACK 35' 10.9' (PUMP IS.) 1,8'
3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY &
MIN. REAR SETBACK 25' 147' t NO CHANGE TOPOGRAPHICAL SURVEY' PREPARED BY CONTROL POINT, INC., WATCHUNG, N.J.,
r
DATED 9-25-97, SCALE: i" = 20'.
MIN. SIDE SETBACK NONE 15.6' NO CHANGE
/ MAX. BUILDING HEIGHT 35' 12' f (BLDG.) 18'-0" (CANOPY) ooc�c sEr 4. IT IS 'THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS
r CULTPIATED AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE
MAP F=�10 FIELD r C:UL_TIVATED ELEV.-204.12 INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH
LOT 16 PARKING SPACES 4 7 10 F!E_LD THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS
LANDS OFTHE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD
' �+IESTO CRlJZ 1VETIE I- CRl1Z PARKING CRITERIA RETAIL: 1 1/2 SPACE / 200 S.F. _
83 CHAPtN TERRWE 504.5 / 200 X 1.5 = 3.8 OR 4 SPACES REVID 1N WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR
SP�NGF�AD MA 10 SPACES PROVIDED EXIT .: TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL
D.B.8302, PG.149 i' i ; vEf� RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS
DEFINED BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS
EXISTING; r``3 :+�Aa►�'� AND CODES.
r r
4' HIGH ' iTOCKADE t'E~rv1+:,''E(To #?Frv(QiAf _ _ CI$T3i;�;
k _ - ]( _ T rxxA 5. ALL WORK SHALL CONFORM TO THE CITY OF AGAWAM AND THE STATE
� -� aC �-.� _-- � T _w� � _ �� -•--.►-r �) fir OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS
' EXIStItiC, ErIGc. {]F PP:vErirNT __ __.__—_ _ • _ �_ ,.. — �—
(To R�r�€Asnl) WASTING EDGETCiF rA'VE?,f-- IT -_ _ -- _.__— _� AS APPLICABLE.
(rO R0AAjN) GRASS /R
xrS+€ �f ARC B. ALL SITE WORK INCLUDING CONCRETE MATS AND PANNG SHALL BE CONSTRUCTED
f �I L I ! IN ACCORDANCE WITH GETTY PETROLEUM CORPORATION SPECIFICATIONS.
t �PAv EMENT
f� _ � EFRA ,KIN
� EXISTING / (TO REMAJN) Irx15TING f`?(I$*€Nc � I 4 � y
r G S5 •,HED � APPROX. LOC. OF (2) ! is 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST
`A E� ASPHAr
• � � IS_B, �a=xl5'IING (TO REMA� u1�flFRC;Rat,Np SfOIZAGF: PAVEMENT
� BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO
3NC. MAT , ) , ,� TANKS, (TO N) ern REM-IN COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALE. UTILITY SERVICE
s ' ' /frrw J/p ELGIS I ` r Cot SAT CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR
H
4`0 bIERE TC FPROPOSED 10, i IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
REMAIN) I I PARKING �+ i
! SPACES (TVP.) 8, ALL UTILITY LOCATIONS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE fi
O j a CONTRACTOR TO LOCATE CONDUITS, PRODUCT PIPING, ETC. PRIOR TO
E?(!w?ING r "oNc 11R Q 1 +Ilk c c^,r I
�� ..-- -.._---.--••' — EKISTINI". I � I I ��I,tw p�ts � IzcL� - � ;..� COMMENCEMENT OF EXCAVATION OF ANY TYPE.
P ij RE IN)TAN � AVE -� � � � Exl� oc ) � � IIF,,Aw � I p 1 � .W � 9. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED
Irlj REMAIN) (TO niE"MAFN� Wf: .y.a ti I i '
..�r ` ti,j I s I E.*''T' 1 i t I i' } r DISPOSAL LOCATION. •
INI._FT CC1NC -F t t�i4 SP€�€11C.t€ELD THE i 14 I r`
p " O {'Q E.,MAIN ] # I :l(":Tire t O. iT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 'DIG-•SAFE'
EfrSrING I OF c
-- -- - i rt .A u I - , (1-888-344-7233) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE.
�. ExI aTARtG ,.O REua r�) �-=- = Tr REMAIN /, TAW. T,-,':•., CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER &SEWER DEPARTMENTS
,! _ __J L.........r a ,,.....r,...�,�. .. �. � >----^•,..- .�. __ ` [� .
_ _ _ 111 MXbi'j ''0
TO AAARK OUT THEER UTILITIES.
r� EXISTING C. C LiREi �. (1 It /' / ;i S
• ,( � EXISTING ExIsTlr�c �Ert�alN�"rTY~" ) -
PU►�P �' i TI r;¢1Ailu ExIS,Sii(i f I - - 36 ± F 11. CONTRACTOR SMALL NOTIFY LOCAL FIRE DEPARTMENT AND QHTAIN PROPER TRADE
f"Xly"IN�i f R- EE 11 _ __ PERL41TS PRIOR TO COMMENCEMENT OF WORK_
('v' REMAIN) LINK FENCE EXIST N� J ti+ ,lJl'I. t_�E � 1 1
_ Ca (Try PEMA!!N) rr�trr , ;-t^tN►C 1E MAf i . it Ii t i - I
1 T SAT ;� REµ�'�,• ! ° It 11 i j "�— 12_ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NO
THE BUILDING AND FlRE
ux l {,O R. MAIN)
� 3 EXISTING I t� II U EI f ,_ DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION
�ARE4 rI;I�T (To 17E�Ih) I 11 I ~� -- '
€ (TQ PrMA►N) ;�...,. _. —_PROP._48_,0' + CANOPY �I I--1 I E { =5f �a <
- + ��.
�� { { I 1 / �.,� ,N Y' . j 13. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START
I EXISTING ON PUMP ISLA �,rT 0i "' I I fir` ' OF CONSTRUCTION OR SITE CLEARING.
'-- DOUBLE AREA LIGHT NIV�� __ T__-_ _ ` � '1 #
41
W/O.H. FASCIA LIGHT FULL. SERVICE Ttt.) `� 14. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES.
IvAc ill { q (TYP.) (TO BE REMOVED) (TO BE REMOVED) �� As LE7 "`;
�laculsl�
(TO ttERaAtt�) ExsTlrw; �i 3 '0' PROPOSED 3' X 5' } t , ,;Y E 0 d 15 ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.H,A. REQUIREMENTS.
ASP+IA.L' —� CONCRM ISLAND EXi TWIG rNt' I,
pAV�_W T � l_I�t-'At C:)v-R ,
�1fr�TINf: � �.- _ �, ... � PLACES} r t?iE/e� '- �' � ;� � ,
""1, r r " I, If h 4(�ISI' i�{ S/ <
} � !I 1 t�. �+� •,� �� IIti � I 16. SOLID WASTE TO BE DISPOSED OF PIY CONTRACTOR IN ACCORDANCE WITH ALL
CC C. BOLLARDS (4) I = ,- 1
'T�s I: M� J `
GRArs PAD IN) (TYP.) b I. EWST O.H. FIRE LOCAL. STATE AND FEDERAL REGULATIONS.
! AREA _ EXISTING I v SUPP. SYSTEM (TO
{T>3R) N . � 40
POLE BE RELOCATED) Cr !�:, LAB` r: 17. CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION TO
,---PHONE W/ � Q {TeR} I�WMAlN) BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA. STANDARDS, AS
trr�Iar• MAX I EXISTING PRt7P- CONC- EXISTING j1 Cv•'�� WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES,
(TO REMAIN). CONC. PUMP 90LLARDS ([YP. DISPEMSEit
TgIZ 4 PLACES) .•»� ' )(T9R) I# PAS AS FIELD CONDITIONS DICTATE.
�„•, �� �.,,� �.,�_......,....� 18. ANY REPRODUCTION OP THIS ENGINEERED "DOCUMENT WITHOUT THE PRIOR CONSENT
....-.. «*. Q, PROP MPD (2
OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED.
HYD9ANTI '^ REOUIRED) P P;, rs V.eft F(l) 190.00 I� 19. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE. PLAN WILL
a: €RICE S \_c!)Nc_' SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS.
SIGN "sifTflHEAT I .f �
{# .h'Y HIGH) ay mw r R51 HAL, f q�,hra�T Y:ALK
�r-- — h�,PhA T WALK -�— +� (TO RE�,WN)
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AT'Fi� A'.F 'P!AI_T ._�---- �� r._ a,4rH: �� _a
({
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ASPHA' ' rUU04 1. -H�r�t-r :URP._
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EL0E1/V.-204.74 •CIVIL di CONSULTING ENGINEERS ENVIRONMENTAL. de SITE PLArNVERS•
...i �� ..� • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS•
• SURVEYORS PROJECT MANAGERS• '.
VAN°F'�Qss9 TI9L. (1308) 671-8400 O' 0'm 8'!'R�13T rAX. -(U*) 871-8401E
I+AH SANCARL J.
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z No. DRAWN BY: SSR
p 9Fa1ST�'� • (may{} (� ,� CHECKED 8Y: LMD
G"SIC SCALE U
r
1� w • DATE:
Q g 11 Q PROPOSZ :SZTE PLAN scALF;
DRAWING NO: 97534_SP r =
{ w III ) !154 SPRIN FIELD S"f'REE1' PROJECT NO! W97534 '
�: . . 1 Wma _ � >� � 1CMING HILLS. IuiPS5�ACHUSE'TI'S � PAGE: 1 r REv. W.
t K �-
f,
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MAP F-10
L11T 16
N/I 11 W OF � \
EllNESTO C111li 1VE'ITE E CRUZ M�
93 CKWM 1ERRIICE In SPRIG MD MA
O.B.M. PC,149 r
r
MAP F-10 I i
x �►� I. PIPE i LOT I
FOUND
IL
x
I
LOCUS MAP
- -- NOTES:
j lip F� r� r 1. LOCUS KNOWN AS LOT 2, MAP F�-10 AS IDENTIFIED ON THE ASSESSORS MAP OF THE TOWN OF
AGAWAM, HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS.
�7 2. AREA - 37,645 S.F. OR 0.884 AC.
" 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE
BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE
�) 8Q`43'29" E 190.00' a '"~ -- - - -- -- -- I IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE
SURVEY. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE
x,� x � MAP F-10 VERIFIED AS TO THEIR LOCATION, SIZE, AND TYPE BY THE PROPER UTILITY COMPANIES
i -__ 1 LOT 6
1 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY
- alLnnam1 CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON.
f FM o THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT
C; o
CNI Ir� C S. THIS PROPERTY MAY BE SUBJECT TO RESTRICTIONS, COVENANTS AND/OR EASEMENTS, WRITTEN
O OR IMPLIED
8. UNDERGROUND TANK SIZES WERE OBTAINED FROM INFORMATION RECEIVED FROM STATION
MANAGER OR EMPLOYEE, ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO
MAP F-10 x 1034 r FIELD VERIFICATION
LOT 2 }F�
K4 LMM OF r
LM&' pETRMIBy W. r 7. ELEVATIONS ARE BASED UPON TOWN OF AGAWAM DATUM.
x JOA1 175 %R#1 W BOUL MWd
DRAW", PC f 9M - 8. PROPERTY IS LOCATED IN FLOOD HAZARD ZONE C (AREA OF MINIMAL FLOODING) AS PER
-- -- -- -- -- -- - REF. #2.
x
! r
FELD
` MAP F-10 i i REFERENCES:
' I.Of 3
1 _ J N i 1. MAP F-10 OF THE OFFICIAL ASSESSORS MAP OF THE TOWN OF AGAWAM, HAMPDEN COUNTY,
MW CL =CK MMU OF THE
�TMum1 EMp CWM iR1r5f COMMONWEALTH OF MASSACHUSETTS.
f r>Qo
x 1109 AG NASIftEEF r 1 2. MAP ENTITLED 'NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP TOWN OF
D.0,4863, PGAIS r 1 AGAWAM, MASSACHUSETTS, HAMPDEN COUNTY, PAGE 1 OF 2" PREPARED BY U.S. DEPARTMENT OF
HOUSING AND URBAN DEVELOPMENT, EFFECTIVE DATE: FEBRUARY 1, 1978. COMMUNITY-PANEL
NUMBER 250133 0001 A.
3. MAP ENTITLED "PLAN OF LAND OWNED BY ASHLEY R. AND MARY A. COLLEY, JR" PREPARED BY
FRANK A. RUELI R.L.S., DATED: MAY 1960, RECORDED IN HAMPDEN COUNTY REGISTRY OF DEEDS
r
MD BOOK OF PUNS 75. PAGE 32.
MAF MILLS
LOT 16 10 x 7M� 01Y.w� 4 AREA 9ITLED 2 WATER MAIN IMPROVE ENWAM T MASSACHUSETTS
SPRINGFIIEELD STREETENT OF UBLIC STA. WORKS
5 R00 TO STAG 9+00'
K/F LAUDS OF ,% I I PREPARED BY MICHAEL R. PARSONS, DATED: OCT. 1981. SHEET NO. 4, RECORD PLAN NO. 2375.
rRNF'STO CRUZ NETTE E CRUZ 4 Kxls r F
03 AM D i + MAP F-1 0 MAP F- Q 5. MAP ENTITLED 'TOWN OF AGAWAM MA5SACHUSE TS DEPARTMENT OF PUBLIC WORKS RECORD PLAN
smmcnOF A PORTION OF SPRINGFIELD STREET" PREPARED BY DANIEL W. O'BRIEN, DATED: JUNE 1994,
D.B.9302. PG.149 x p{,11 }�' x 6'1!!N 510CMAOf FDICE x X LOT S
� X x 3'Ipl ��ti LOT 4
PLAN NO. 2807.
i EDP OF 1
E 6 d. MAP ENTITLED 19ELVIDERE AVENUE AS LAID OUT BY BOARD OF SELECTMEN AGAWAM, MASS." PRE-
3 / PARED BY TOWN OF AGAWAM ENGINEERING DEPARTMENT, DATED: FEB. 1952, SHEETS 1 OF 2
r ( / I� rg10L Im IF KT- 6 + SHEETS, NO. 771A. FILED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS ON APR. 22, 1952.
/ p 1 I/ prllb M rlOWirJ -%P T NaIE 16? rwr IIETI► 17x.IrIT `IF , PLANS 36. PAGE 19.
,�► lull 41/M!
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Olt x
PIIOF'ME r it
TAM TIME r F
I 1 ! I i1 I MAN
KET it 14
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1
1 - ❑ II ❑ N ❑ TNOS(Srtf w
+ I Pww Le ION om TR. I II I I
+I ! LW R74C[ i G /
I I Off-204.45 J � I %L
I � `�• x
+ me W'-20245 ! �� 1 F M O
!� I LDIT •,,,, \ '�� 1 IL ❑4 I ArwT UTILITIES:
OME+ L� D We L1114T Colt.RW am ',r AWA THE FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM
�+� tiT rom LEW �SEM M.) COIF ale 1� �� � � �` (1-800-322-48") AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING
+rx 6 � J � F �Wt.-=71 . P.O.B. AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS
r+ ao� r eounlm • _ 1 j�ri �t F►LFu w/ullr *CO"t 1, PIPE BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST.
Ar AM I' �'0 + x v`o TENLKIUS�) $� �� -I � q, � wit ' 1 IpSERIAL NUMBER(S): #974004488.
I rS3,�uwa4owN ML * ! �4 `.\ imW� -- zo, - M DUTY COMPANY PHONE NUMBER
IaMLo Tn*) � � _PAM
MEDIA ONE (508) 653-1515
Irrowwr + �. o P r" .- �� AlR1lrLT f �\ U/PtI35*/(1) 190.00' 11''' 7�� 222.00' BELL ATLANTIC (413) 781-8000
Isti r • I S 80 43 29 W ulorawl Fowl `` lewrslFoll�n �°'` ( )
++ 6 � {16E t 1 > I �/� �A 7 , IrLPIMIt wlllc u � /¢11]4
WESTERN MASSACHUSETTS ELECTRIC 413 785-5871
,�. ,, BAY STATE CAS (500) 887-1105
Ike.;0. ++ T wx ` - u/^II+! i c�1ni to c�" c�1 G c^" *I TENNESSEE GAS (508) 478-5504
-------- ----- --T --- --- ---- al ----------- --- --- _-___--- -------_-___ -----------_ -------- -------- ,>r aLIP
Itp15'FICP �-�''AIw � ���_ - - WR�� - �� � AMlS NSA - --------------- ---------- --- ----------- 1r --------- -- -- - -- ------------------ ------------- - ------------- --- --- ---
__ - ----- Zi�ti -------
_
G � F CUM
�--------------- ------ I 1'I IIIP -- ----- -`ti -- l/I SIOAI
G 1; �,,. a 1a C b I G (�00
}---- -------wL------- ----- Ir ----- --- --1- t -------------- ITr B e II TI
offSPRING, FIELD �N�.D. �D.>,., STREET
APPROx. Lot of tit ML X 18 FMO�T. TEl1MlA5 W
MAP 14(wrr MO r0lFllD.91 NNE 13) �U1rllnareL ; "!IliLT 1gIpIw)
1 1 1T CLAW
tar as
1o_CLAY MLF.OF10'CLAY
==-------=- � r ---= --------=- _T==-_ =-_. .-_---- _--_--_--__-___--_-___----___----_-----__- _-_-__ _-_-_-_---_--- _-_---_-__----_--,____-__-__----___-_-- _
�1_1
Lac.IF UA OAS LK rrS PER NET.� (Wt FE1D KRIFED,SEE WIT IJ)L1H sAr4. __i ---- c ---- ---- - c ------__------ c ----__-•_------ c --4 IIA�'•'1�
f&F-2O456,------_,--------- c -------------- c -------------- c --- ------- c -- -•------
W-197.96
I-------------- T -------------- T -------------- T ---- --------- i - --------- --
B�lw ' LOC.OF UR.IML LK X MY W.
DOCK M IET wM 14 W PELD KIVU.51:E MR
LEGEND °M��`"
w sk
---123--- EXISTING CONTOUR I1 E".4b FlfiD GATE
'"=17.3, 1 HEREBY CERTI1:Y THAT THIS SURVEY HAS BEEN PERFORMED IN 1HE nELD UNDER MY SUPERVISION, 9_Z5-97 BOUNDARY & TOPOGRAPHICAL SURVEY
X 123 45 EXISTING SPOT ELEVATION -19
AND TO THE: BEST OF MY KNONI_EDGE, BELIEF, AND INFORMATION, THAT THIS SURVEY HAS BEEN PER- ��� petroleum Corp.
x TC 123.45 EXIST. TOP OF CURB ELEVATION FORMED NV ACCORDANCE WITH CURRENTLY ACCEPTED ACCURACY STANDARDS. THAT THE PROPERTY Fn � Go
LINES AND RELATIONSHIP OF BUILDINGS AND OTHER STRUCTURES TO THE PROPERTY LINES AND THE
X G ,22.95 EXIST. GUTTER ELEVATION LAND INDICATED HEREON IS CORRECT, ANp ERE ARE NO ENCROACHMENTS OF BUILDINGS OR 97_25
STRUCTURES ONTO SAID LAND EXGEPN /i��i 1154 SPRINGFIELD STREET S/S �610
�� �� LOT 2, MAP F-10
HYDRANT THE OFFSETS SHOWN ARE NO7\�5��'u4 w����ONSTRUCTION OF ANY STRUCTURE, FENCE, FA ro
I>4 UTILITY VALVE
GRAPHIC SCALE PERMANENT ADDITION, ETC. +oP��o.ilF.��t: TOWN OF AGAWAM, HAMPDEN COUNTY
2
OH - OVERHEAD WIRES G5396>1fi c DRAW.
OF MASSACHUSETTS
---- w --- APPROX. LOG. UNDERGROUND WATER LINE 20 0 10 20 40 !0 NOT VALID UNAI�S�,LED
T.D.M. Control Font ALsscwtstes, Inc.
---- G ---- APPROX. LOG. UNDERGROUND GAS LINE
----T ---- APPROX. LOG. UNDERGROUND TELE. LINE DAVID R. AVE ���p`k,0�y'••••NpSv ����\\ ~� pKpgp: TM ���'� 1',!� �JSTARp ROAD, �AIE �0
NEW JERSEY PROFESMONAL LAND sulraW� � ww'l1CSDllo,>!�, Il►}M ItUL(215) .E, PA 19443
P.J. �� (4,S) 412-BOSS
( IN FEET ) TEMPORARY PERMIT MASSACHUSETTS LS. TAD sui " T= NO USA
UTILITY POLE - AA40/fir
1 Inch = 20 ft. IM oVrTIFR:ATION K W= 1M ONLY WMI PMT1rta FOR n�4011 r10rr1OW OF 4+w+aN 0111 AID 1110110M By M Kv. No.
�
TRAFFIC SIGNAL WMW KIRCHA". No WIPOR 1�UTY art UAMLITY 13 A2&PWD YY SURVEYOR FOR TK VIE OF SURWY FOR MAY CIM �AIrO DATE SLAIA FU No. 0wa. ma.
OWCA DIRE UT NOT OR M ORE NTIED TO UIE OF MAVEY MMAM SA T, RESALE OF PRMENTY. OR TO ANY 0110M PEIllflrl NOT LIMM N CERMCA"INK O 11-1���7 1":�D' C97283
_ y 1 _t .1 _ ,ti i,.. t o r a ti.r
7v,ll ,-7, , r �. #„ . . b a kF f + l.: K4� .< d ri5i, l .d,1. A�. ?� r y�. :Y I G: �. »1 Y!. a r*Y
it x ?S" r- S zti r �, .- w? _. $I:a : *. > * 4", e. v, ?C ,, L:.,, ir. `. $. ! K. .ss_s• -•- �-
1,1
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- _
. AGAWAM. MA11 }.�
` 1, D.Br4883, m I I ,
•,
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, AL. � ,:
. ,'
,< I INSTALL DWIINAGE S wjcTU"r 4i,
.i . 1 WITH CONC, COVER ,!,i,
I `,
l rm?w �TLTEIz FAIL ON TOP t m ,
°: -
rI! _
. 34 x (�,�A`' pEI/yE�V:���5t/EtE�yP�LA�N�t Stb�1E (fY OVERLAP MIN.) .t
I . - `,}; �.` ROTONDO Ow-HD--B - - � - - t• '.•,
s _ ., _ - - 1. OR APPROVED EOiJAL -
-1 KNOCKOUT NOTt!% COWOACTOR�IS RESPONSIBLE
I y ..• L� .,: PERCOLrOR �OAND GROUNDWATER 4
x
AT1ON DEPTH
. } PVC �"- - - PRIOR TO INSTALLATION OF DRYWELL
0oo 0 ooat
- � 1 I� w : PL ;,, C Q G CI a O G » .t �,..
! _
. I yC�f' r I CI I I 112r- .T 00 o C3 o o e * APEA OF OR�INELL SHALL BE
DOCK SPOM SET wAS4ED � o o o o 0 0 0 I PROTECTED FROM COMPACTION ACID _ t1l,
MAP F--10 'i ,' ELEV.-204.12 SILTATION PRIOR TO INSTALLATION. e
LOT 16 I m TNEARESr IIr 'NN1'r x:
IVETTE E. CM1Z ' f STRUCTURE _ ,
�' C}64PI1+! TERRACE , r \ SASE ELEVATION - e
.• r
7. I , ELEV: SEE PLAN '.� _ s-B' DIA. _�_ Z-� j MIN. A90& HI OH
. sPRtNGFIELD MA '
Q .8302 PQ.149 I / ., - j r MIN. �MIN.� G IAIATFR :j
'81 . I r I I . • CONCRETE MINIMW STRENGTH-Sr000 P,S i. f 26 DAYS ,I
�� �' • STEEL REINFORCEMENT- AS11i A-8T5, (31LADf 60, 1' MIN. COVER '
•DESIGN LOAOW-AASHTO WS20--44 Yb,(
, ,1,:- � x � 611 - X - r-^-- �_� ti EARTH COMER: Q-S FEES )a
I. K X - X _.___ , DR+rwELL CAPAGTY: THIS voulMe vaL L RETAIN ALL ;
. Q7 ---- _ �___._�_. x x % USE 4' DEEP X 6'-B" DIX DRYWELL W/ 2' STONE AROUND FROM A 1068 S.F. IMPERVIOUS AREA FOR A -v r
'Za z -"' '~-�-- DRYWELL VOLLMIE: T(3.3')2 4') 137 C F. Y- YEAR, 3.3 NVCFI STORM.
97-
t c 'r C1b �;I . I-� o0o STONE VOID VOLUME: T(S., (E') - 529 C.F. 4
" ' S� ��--�2 ,' A 9g 2� 2�A �§b�`� 137 C_F• . ASSUMll+iG AN WLTRATION RITE OF 1+s
l � �. Z . r' / X 0.40 VO106 IS EXPECTED TO EMM IN 72 HOURS.
i G (%&5 342 C.F. 1 INCH IN 1 HOUR, THE DRYWELL
• � t l Li!I ., 'b� ` ' 157 C.F. - '
. ! �' . MORE #CAPID 1NFILTRAT1011 RATES WILL PERMIT �;
i ` TOTAL STORAGE VOLUME PROVIDED- LARGER IMPERVIOUS TR19UTARY AREAS. :
r M1r, f * f �, 137 C.F. (DRYWELL) + 157 C.F. (STONE) - 2" C.F. A,I
1 ��. i $ . THIS DEIGN N�L ACCEPT G000 Ol1AL1T1( 41.
14
- { R 1 r A•a _ - ti j. RUNOFF ONLY _ :;i
i 0 ! 4�16-1 1 I i �+► p;-,
I"1. 11
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I •,,,I .
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I ty i . I I * = I t Ir 1 I I I!� r\ I '
�,"i , w GRr.-2o3- F ,c - ._._ ,�4 lc� c-� I u� a ao3- �4,)� 1 ( k �A
• InIV.�2G1 ;h r,.2 re 2`�b G + 2 1 li {i i �
t, ,p= === CA;t 4" PVC - { 11 II i t ':E
Y.
_ �i..w rr r,rr rrr a•r r a••.• ,j{ F3 r... - .
. 9 ' �1); �� � ___ ,"_ - - %--- ----71 �vj - 1 ❑ 11 ❑ I1 ❑ I 1! er - CUT 3 iREItIdVE RIlRLJMP ,,i
j j 2 j b`J fir', n t• ` I ( f1A S I I I 1{ 1 . I ., . BURLAP FROM TOP HALF OF #-,
9 2 4`,' CONTAINER - REMM CONTAINER, ROOT BALL At GE1efTLY COMB
c 4 ! I' r r I L L �'� C I I f �1 ! Z��� r PROTECTING ROOT BALL. 8U`rrERFLY .
t i I ' 1 . I 11 {1 { }-, , )5. WITH SHARP INSTRUMENT AND GENTLY OUT ROOTS - ,.
. I �_ IPI r \ I i COMB OUT Roots •.4
7 I ,-, - LE I 1{ 1
GRT--204,45 I II 11 ! r 7- +rr1 v cx1T ALi DEAD TIPS, �'
t `� I , � I jNV =202.45 \ I 0 11 0 it 1 �-
,, Mi'N CROSSING BRMICHES AND
I t ;'+ f ; PR POSED 6'-�" oG. ` _ �a I 11 ❑ I1 d 1 - I AGED SHRE13M 'PM/1�EMLOCK SUCKER CROrYTH 4
11 ' PRECAST LEACHING BASIN �, fJ11' 2�a,, ❑ I� ('""� JI ❑ r BARK MULCH ( 41MIMUM)
�� Yt. > ` . ." ! 1 � 07 INV.- 200.00 Z0 �... �•. 1 / \ LrJ / 1 l ! EXISTW GLADE a
I ,, . . . , 1 1 i �u .1, � O / ` / -\ 10 1 ! � � SCR NED TOPSOIL' ,.
t k. i ,t' I �� A •r +._ .� - r' " r1-t `3 A1.
. VARIES FOR LANRJ .
. , f ! I �ti, T I r ` N \ - 7(3A, • �` / i TOPSOIL MIX (SEE BAN) . .
I 77 iC. =�2f ` ,l INLET P.O.B.
1 x: �{ �. r� +G,> , oA at L.F. - 4 PVC, S .01 . GRT.-�f1.3.7', COMPACTED TOPSOIL �ITx
1 > + �lL` D W!nlf?T i I COMPACTED S1f8GRADE (!! MlAIIMUM)
. I- _ \ / I 00 I C,O. r .
I i - - _ 1 tr}`�.. y - -- # kNV. Z00.82 PIT WIDTI4
1 f i t - � t�,�,o4 �`�oa� LL ; 1 \` TT OF ROOT� r
� )l
°0 1 � 7 t: 204 ` -�- � t -- --- _-X r � - - ,{F �-� lit I
- -� �' � � f [/.'��yt- ����y,{�. [/yam ;
. ` ■ L��J ''_ r Al\T Ar a�� .lY �� �� � Z` e,�A U4, L"�IL[ 4- � - w . 1.1, ``Sn,�• VLiY �L li �i _ S
~1 1 - 2 , '4 L,, �, r NOT TO SCALE ,. - - - l�-1#
It
I r 0 / UNKNOWN \ L0 I ,
I ' ` Y
... ..�. f r, --ON* „pa -r> �wI'va�5 190.00� �c�h t9 V
1 ' .
r1le� �1r
C)b 5" 1 1 t ' \ - 1110')bar I 3 80•43s�.a* 1r UNKNOWN ,C PINE PARK , 2ctb ) _.- ___- -K x�A �.-
. � -�- -.� _, 1 '!� I Off ° �I, �r '1� � /_ 1�`Qy `� �` 2 _b b� ,G ���it', ;, � k-
�C f3 A'$ 1 I '{ /T1 . ,() C�, I ��4 12 ,�'# LEA-. G �7 �G �4 '� 1. 0
4900
2. i T!?a�!!
qr-�' a - - -=4� . I _ .r.._ - _ - - psi _-- _...--_-_-- - OH - ---------- -- OM ...-..,..•..-- ..:_._--_- 0H - _ -,r...r..--.- -_- 014 _---_.,.--._ _-_..._
e�,- * !-�p
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_ - 16� rn
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-�_........- _ _._ ..__�. _____ _�.�- �^"- -- ___ -_ _ .,�.,..,.....:..., ___-_��'.�..�. _ - -----•_--_.-- _.�. -, �.- ....-- w- - ..:..•-,... -----•�.... -,....,r^.r.--a....rs. Ls...�:-__.� a...#+.r......+.r+,e .•- - r
�}r,0, {lA U� tir 15" RCP �� e V ` �� 4 c, orF) r �:E'
�; rz-,e.i l Z Z C 14 ,I t�� 2 6� I 2�a�� , . I �� ?3h�1 AWN STORM M �v '.'-�A s y 8 ,1UI+IIPERUS HORl20NTALJS 'BAR�� ?ub �C ICJ hti. '•j
' r, b Ltd
G I i �Ob' I G I G L HARBOR' (BAR HARBOR JUNIPER), �; ,
A r . c, (PAVED OVER)
, ,
I I 12-15" SPR., PLANTED 4' C.C. (TYP,) ,
• -�._-- ---___- w�- --_ _ ---_-- w --._.._<^-.. _.•._ .,.,..••,•_3._ w �._,,.._ _--.•:._---•-_ IW ----__ _. __. .•.,---- w - .��_�- ----- --- w; _ - _-_ ..n.,.-- w --------__----- W --- -------------- w __._�.� r.,
INLET _ 1 ' • 8 Eu01'IIvTUS FORTUNEI 'EME1tALD �'
. . INV.R200050 1 SPRINGFIELD (s_a� �:ow., STREET 121�GAIETY- SPR PLANTED 'D GAIETY Ecc.(TYP.) ,
tFN =200 �5(8) • I 2 TAxUS CUSPIOATA "a
6 TAXUS MEDIA 'DENSIFORMIS' (DENSE
'CAPITATA' UPRIGHT
SPREADING YEW) 18-24 HT, . JAPANESE4Y) 2-
- - 1. � J/ . 0aAPFtOx. ,LOC. Of U.G. TEL E. LINE r PLANTED 4' C.C. TYP.
NOT FIELD VERIFIED) . 3 ERMIIFIC S ( ) 2 1/2' HT 4.4
UNKNOWN ,.
,• gyp} I •..1
` 0 I ' - _. _ - - �-...+,,. ...a..+. -r... •,-+ --1-- ram_,.-- Mn..+• -+�•
1 YMft . 394 LF, OF 1O" CLAY 1 .....- .._`_ a� �. _.- _.-..-__,- -... _..._..._ _.- �.., ...... _.... ._. ,
�_ -�• .-r- �+- -_ -- .-� ...�.. ,-...... _� .--... •�:-.. .r- _� ,_:....-,. �.++. -'r •...�. �" -_- �- ._.� .wr.� ..,`_ �_ r:+-,.r �..� �.ar _.w,w. ...r- �... •w,--.. •.-'r. f„r--, .--,.- ..:�wr r.� -�+ ....... -ram ��� ..:..,.. --,�.- .-+_. +_ �� -�� .,'• k �14
I APPROX. LOC. OF U.G: GAS LINE -. .
. {NEST I?ELD VERIFIED) . • . z .
" 3 ,
.. -_
_ -.- ---- o .--�
as _Rlwl-'04.56 C .._ G -- ___... .- -.n ___. - G -_ _ .. ..__ _.n..,.1, 0 __ ___%-- . `-__ ,p --- ---_-- :,.,,__- _..-_,•--_ -- - --,_ .- -- _ _ -*It
1.11 #.i
. . INV.-197.9G �-r.•_--_., --:.-.-_,-<.... _------ -- : . . 1. '
1. T * _ _----_- ...-- -._- _ �- _�
�--- --_ T -.-� ----- - - ����� � TCca �� C � ®Cods ; 10
4 DOCK SP11� SET A>�'�R(fX- LOC. 4F U.G. TE!E. I INE r ?
. � ELEV.-204.74 (NOT FIELD VERIFIEW . • CIVIL & `CONSULTING ENGINEERS ENVIRONMENTAL & SITE PL RS• .
o. I . .11
'r..�..r....-.. �. w .rw•,� -a-r r- aw rrr� �� ,r •�•• ••r • TRAFFIC ENGINEERS ARCHITEC fUltAl DESIGNERS•
'� • SURVEYORS PROJECT MANAGERS•
,� , ^ 1 , , - TIL ") 871-8400 , 0. Kul PAX (508) 871-8461 ;.
�..T FAH SDI. �,�H OF'1�9 � !� 01�1-� t! 4
5 - RI1d-2U4.43 a> �+
r • : .
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