8546_SITE PLAN SIX FLAGS N.E. MAIN ST. FOOD STAND ji le Plan
Sr FIa9� � . F.
MOL��;
Form
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Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
PLANNING BOARD n r`-
3
fin'{N (n
February 1, 2008 C�
Larry Litton, General Manager
Six Flags New England
1623 Main Street
P.O. Box 307
Agawam., MA 01001-0307
Dear Mr. Litton:
At its duly called meeting held on January 31, 2008,the Agawam Planning Board voted to
approve the site plan entitled"Six Flags New England- Papa John/Cold Stone Creamery Food
Stand, 1623 Main Street, Agawam, Massachusetts; Prepared by Vanasse Hangen Brustlin, Inc.,
dated December 5, 2007, with the condition that the Engineering Department comments dated
January 15, 2008 and attached be addressed.
If you have any questions, please contact this office at 786-0400, extension 283.
Sincerely,
ISb
Travis Ward, Acting Chairman
AGAWAM PLANNING BOARD
cc: Town Clerk, File, VHB, Engineering, Building
TOWN OF AOAWAM
.Department Of Public Works
1000 Suffield Street • Agawam,MA 01001
Tel (413) 8210600 • Fax (413) 8210631
John P. Stone : Superintendent
MEMORANDUM
To: Pl ming Board
CC: John Stone—DPW Supt.;File
From: Engineering Department
Date: January 15,2008
Subject: Site Plan--Six Flags New England—Food Stand--SP 306-08-01
Per your request, we have reviewed the Site Plan entitled" Six Flags New England Food Stand,Agawam, MA;
Prepared for: Six Flags New England, 1623 Main Street,Agawam, MA; Prepared by. Vanasse Hangen Brustlin,
Inc, One Federal Sheet, Building 103-3N, Springfield, MA; Scale: l Inches = 20 Feet; Dated: December 28,
2007",and we have the following comments:
1_ Mor to construction,the applicant will need to submit a storm drainage permit application. However, due
to the size of the project,fees do not have to be paid and drain calculations are not required.
2. There must be a minimum vertical clearance of 1 S"between waterlines and sewer/drain lines.
3. If bathrooms are to be installed, a separate sewer line is required. Flows from the bathroom are not to
flow through the grease trap.
4. Ay stormwater management plan showing silt fence, haybales and other BMP's should be included in the
set of plans,
If you have any questions please do not hesitate to contact this division.
Sincerely,
Vladimir Cdceres 1 c ael C. Chase, P.E.
Civil Engineer I Town Engineer
.�;P�?nU SIX i F l+GS�cxi t3i s 00D STAND1M1,1 0,D0C
Memorandum
To: Planning Board
CC: Chief R. Campbell
From: Sgt. R. Niles
Date: 01-16-2008
Re: Site Plan— Six Flags New England—Food Stand
Based upon the plans submitted, it would appear that this proposed project would have
little negative impact on pedestrian,bicycle, and or motor vehicle traffic safety
Respectfully Submitted
Sgt. Richard Niles
Safety Officer
PECE
IVED
JAN 1 .7 20D8
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: January 22, 2008
DATE RECEIVED: December 26, 2007 DISTRIBUTION DATE: December 27, 2007
PLANNING BOARD MEETING DATE: January 31, 2008
APPLICANT INFORMATION
1. Name of Business: Six Flags New England
Address: 1623 Main Street, Agawam, NIA
2. Owner: Same
Address:
Telephone: 786-9300, ext. 3202 Fax:
3. Engineer: Vanasse Hangen Brustlin, Inc.
Address: 1 Federal Street, Building 103-3N, Springfield, MA 01105
Telephone: 747-7113 Fax:
PLAN REVIEW
Scale: I" = 20' Date: December 5, 2007
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): O. K.
Description of Project: Proposed construction of a food stand and associated seating.
Site Plan Review
Page 2
Description of Site: Site is interior to the Park in a location formerly known as "Family
Raft Ride". The project will result in an increase of 1,136 sq.ft. of impervious area. The
area is not under the jurisdiction of Conservation Commission.
Provision for Traffic Flow: Unchanged.
Parking: Unchanged.
Drainage: . See Engineering comments.
Public Utilities: See Engineering comments.
Landscaping/Screening and Buffers: O. K.
Sign Location: N. A.
Exterior Lighting: O. K.
Rendering or Elevations: Not provided.
Dumpster Location: N.A.
Other Comments or Concerns:
01/15/2008 11 :48 FAX 4138210631 002f402
r
TOWN OF A AWAM
Department of Public Works
1000 Suffield Street - Agawam,lvlA 01001
Tel (413) 8210600 - Fax (413) 8210631
John P. Stone a Superinftdout
MEMORANDUM
To: PI=Wug Board
CC; John Stone—DPW Suet.,File
From: Engineering Department
Late: January 1 S,2008
Subject: Site Plan—Six Flags New England—Food Stand—Sp 306-09-01
Per your request, we have reviewed the Site Plan entitled" Six Flags New England Food Stand,.Agawam,MA;
Prepared for: Six Flags New England, 1623 Main Street,Agawam,MA; Frgmred by: Vanasse Hangen brain,
Inc, One Federal Street, Building 103-3N, Springfield, MA; Scale: 1 Inches = 20 Feet; Dated; Dece nber 28,
2007",and we have dw following comments:
1- Pxiior to construction,the applicant will need to submit a storm drainage permit application. However,due
to the size of the project, fees do not have to be paid and drain calculations are not required.
2. There must be a minimum vertical clearance of 18"between waterlines and sewer/drain lines.
3. If bathrooms are to be installed, a separate sewer line is required. Flows from the bathroom are not to
flow thrrougb the grease trap.
4. A, stormwa a managemmt plan showing silt &n0e, haybeles and other BMP's should be included in,the
set afplans.
If you have any questions please do not hesitate to contact this division,.
Sincerely,
I1111►' f
Vladimir Ceres C C.Chase,P.L.
Civil Engineer I Town Engineer
h:\73 \.fYi TX FT.AGS\0"l A)OD 5TAND\WWO,DOC
1
Town of Agawam
36 Main Street Agawam, Massachusetts 01-001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Safety Officer, Fire Dept., ADA Committee
FROM: Planing Board
SUBJECT:. Site Plan - Six Flags New England - Food Stand
DATE: December 27, 2007
Please review and comment on the attached Site Plan for Six Flags New England- Food Stand
prior to the Board's January 17t'meeting.
Thank you.
DSD:prk
tv
AGAWAM PLANNING BOARD
Form D
Application for Site Plan Approval
Please complete the following form and return it and 10 copies of the Site Plan to.-
Agawam Building Department
36 Main Street
Agawam, MA 01001
1. Name of Business Six Flags New England
Address 1623 Main Street,Agawam,MA 01001 „
2. Name of Applicant/Owner_ Six Flags New-England
Address_ 1623 Main Street,Agawam,MA 01101
Telephone 413 786-9300 ext.3202
3. Name of Engineer/Architect Vanasse Hangen Brustlin, Inc.
Address One Federal Street, Building 103-3N,Springfield, MA 01105
Telephone (413)747-7113
4. Please give a brief description of the proposed project:
See attached Project Narrative
PECTIVED
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Six Flags New England
Description of Proposed Project in connection with
Application for Site Plan Approval
Proposed Food Stand
Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plan
Approval issued by the Agawam Planning Board. The Applicant is requesting permission to modify a
previously developed area to allow for the construction of a new food-stand for park guests. The attached set of
site plans and supporting documents provide details of the proposed site improvements,which are generally
described as follows:
1) The development area associated with this project is approximately 14,872 square feet
2) Addition of a patio seating area adjacent to the proposed food stand
3) Excavations for the extension/installation of underground utilities,including underground electrical
distribution systems,water system connection,sewer connection and gas connection
This project area falls within an area that was previously permitted through the town and constructed.This
former project,known as the"Family Raft Ride',resulted in a decrease in impervious area within the park,in
the amount of 5,404 square feet.This newly proposed project looks to convert landscape area to impervious
area,for the building roof and patio area.This increase is estimated at 1,136 square feet.Within the overall area,
a net decrease on impervious area in the amount of 4,268 square feet will still exist at the conclusion of this
project.
There are minimal utility revisions are required as part of this project.A portion of the electrical and
communications systems will need to be extended/reworked.A water connection will be needed to extend to the
proposed building,as well as a sewer connection with a new grease trap.
This project is proposed in an area which falls outside of any jurisdictional area regulated by the Massachusetts
Wetlands Protect Act.As such,it is anticipated that the only local permitting required for this project is
approval through The Agawam Planning Board.
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AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: January 22, 2008
DATE RECEIVED: December 26, 2007 DISTRIBUTION DATE: December 27, 2007
PLANNING BOARD MEETING DATE: January 31, 2008
APPLICANT INFORMATION
1. Name of Business: Six Flags New England
Address: 1623 Main Street, Agawam, MA
2. Owner: Same
Address:
Telephone: 786-9300, ext. 3202 Fax:
3. Engineer: Vanasse Hangen Brustlin, Inc.
Address: 1 Federal Street, Building 103-3N, Springfield, MA 01105
Telephone.: 747-7113 Fax:
PLAN REVIEW
Scale: V = 20' Date: December 5, 2007
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): O. K.
Description of Project: Proposed construction of a food stand and associated seating.
pppppr
Site Plan Review
PageQ
Description of Site: Site is interior to the Park in a location formerly known as "Family
Raft Ride". The project will result in an increase of 1,13b scl.ft. of impervious area. The
area is not under the jurisdiction of Conservation Commission.
Provision for Traffic Flow: Unchanged,
Parking: Unchanged.
Drainage: See Engineering comments.
Public Utilities: See Engineering comments.
Landscaping/Screening and Buffers: 0. K.
Sign Location: N. A.
Exterior Lighting: O. K.
Rendering or Elevations: Not provided.
Dumpster Location: N.A.
Other Comments or Concerns:
008 11 ;48 FADS 413l1 10002/002
gn
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a
TOWN OF A AWAM g
Department of Public Woes
1000 Suffield Street - Agawam,MA 01001
Tel (413) 8210600 ■ Fax (413) 8210631
John P. Stone . Superintendent
. _ MEMORANDUM _To: Planking Board
CC: John Stone—DPW Supt.;File
From: Engineering Department
Date: January 15,2008
Subject: Site Plan—Six Flags New England—Food Stand—SP 306-08-01
F,
Per your request, we have reviewed the Site Plan entitled" Six Flags New England Food Stand, Agawam,MA;
Prepared for: Six Flags New England, 1623 Main Street,Agawam, MA;Prepared by. Vanasse Hangen Rnw l m
Inc, One Federal Street, Building 103-3N, Springfield, MA,; Scale: I Inches = 20 Feet; Dated; December 28,
2007° and we have the following comments:
1. Pxiior to construction,the applicant will nmd to submit a storm drainage pen;<nit application. However, due �
to the size of the project, fees do not have to be paid and drain calculations are not required.
2. There must be a minimum vertical clearance of 18" between waterlines and sewer/drain lines.
3. If bathrooms are to be installed, a separate sewer line is required. Flows from the bathroom are not to
flow through the grease trap.
4. A stormwater management plan showing silt fence, b,aybales and other BMP's should be included In the
set of plans,
If you have any questions please do not hesitate to contact this division,. .
Sincerely,
Vladimir Ciceres Nffc&4 C. Chase,P.L.
Civil Engineer I Town Engineer
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PPPFF .
t AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVIEW
REVIEWER: D. Dachos DATE: January 22, 2008
DATE RECEIVED: December 26, 2007 DISTRIBUTION DATE: December 27, 2007
PLANNING BOARD MEETING DATE: January 31, 2008
APPLICANT INFORMATION
1. Name of Business: Six Flags New England
Address: 1623 Main Street, Agawam, MA
2. Owner: Same
Address:
Telephone: 786-9300, ext. 3202 Fax:
3. Engineer: Vanasse Hangen Brustlin, Inc.
Address: 1 Federal Street, Building 103-3N, Springfield, MA 01105
Telephone: 747-7113 Fax:
PLAN REVIEW
Scale: V = 20' Date: December 5, 2007
Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of
Plan): O. K.
Description of Project: Proposed construction of a food stand and associated seating.
Site Plan Review
Page 2
Description of Site: Site is interior to the Park in a location formerly known as "Family
Raft Ride". The project will result in an increase of 1,136 sq.ft. of impervious area. The
area is not under the jurisdiction of Conservation Commission.
Provision for Traffic Flow: Unchanged.
Parking: Unchanged.
Drainage: See Engineering comments.
Public Utilities: See Engineering comments.
Landscaping/Screening and Buffers: O. K.
Sign Location: N. A.
Exterior Lighting: 0. K.
Rendering or Elevations: Not provided.
Dumpster Location: N.A.
Other Comments or Concerns:
J2008 11 :48 FAX 4IM 14631 10002/002 � -
TOWN OF AGAWAM
Department of Public Yorks
1000 Suffield Street - Agawam, MA 01001
Tel (413) 82106 • Fax (413) 8210631
Jahn P. Stone e Superrotendent
MEMORANDUM
To: Planning Board
CC: John Stone—DPW Supt.;File
From: Engineering Department
Date: January 15,2008
Subject: Site Plan—Six Flags New England—Food Stand--SP 306-08-01
Per your request, we Have reviewed the Site Plan entitled" Six Flags New England Food Stand,.Agawam,MA;
Prepared for: Six Flags New England, 1623 Main Street,Agawam, MA; Prepared by: Vase Hangen Brustlir4
Inc, One Federal.Street, Building 103-3N, Springfield, MA,; Scale: 1 Inches = 20 Feet; Dated; December 28,
2007", and we have the following Comments:
1. Mor to construction,the applicant will rid to submit a storm drainage permit application. However, due
to the size of the project, fees do not have to be paid and drain calculations are not required.
2. There must be a nlin. UM vertical clearance of 18" between waterlines and sewer/drain lines.
3. If bathrooms are to be installed, a separate sewer line is required. Flows fr m the bathroom are not to
flow through the grease trap. ,
4. A4 stormwater management plan showing silt ice, haybales and other BMP's should be included in the
set of plans.
Yf you have any questions please do not hesitate to contact this division.
Sincerely,
f
Vladimir Cdceres c eel C. Chase,P.E.
Civil Engineer I Town Engineer
S%\,?`VYj-.;TX FLAGSlu"i K)OF)%TANVlMFMODOr:
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Issued for: Municipal Review I n d
lu
NOR-
3A F1 %blor n
Date Issued: December 5 2007 a 9b W
Latest Issue: December 5, 2007 "ELA&
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P " JNX4,yhl /Culd Stl%LJXF
Creamer
Y . Food Stand
No. Drawing Title Latest Issue 1623 Main Street
C-1 Legend and General Notes 12/05/2007
C-2 Overall Plan 12/05/2007 Agawam,
Massachusetts
C-3 Layout and Materials Plan 12/05/2007
' lot t t
C4 Grading and Drainage Plan 12/05/2007 �
C-5 Utilities Plan 12/05/2007 �
AGA 'A
Owner:
C-6 Site Details 12/05/2007 Premier Parks & Stuart Amusement Company
1623 Main Street
P.O. Box 307
Agawam, Massachusetts
w Applicant:
{ PROJECT
L NG Obi` Six Flags New England
WCAnON
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SOUTH MEET — 1623 Main Street
r/ P.O. Box 307
Agawam Massachusetts
Massachuset Assessor's Plat: K3-3
is 1
Conneetjcu$ Lot: 1 VM PLM AO
S N .
Reference Drawings
Site Location Map t
o two zvoo Faet
Sv-1 Existing Conditions Plan 11/3/2005
Vanasse Hang-en Brustlin, Inc. ---
Transportation g
Land DevelopmentCO
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Environmental Services '' p yr
One Federal Street, Buldin.g 103-3N - .£ .r fall
RCEIIPMSpringfield, Massachusetts 01105 `"« � �,�� E •9
5
413-747-7113 I FAX 413-747-0916 DEC 2 6 2007PLANN'111i�.,A b0ARQ
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Legend Abbreviations Notes:
Exist. Prop. Exist. Prop. General General Layout and Materials
CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY -DIG-SAFE- (1-888-344-7233) Al LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE
EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED,
PROPERTY LINE �� HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP
2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND :JOB SAFETY. CONSTRUCTION 2. CURB RADII ARE THREE (3) FEET UNLESS OTHERWISE NOTED, Vanasse Hangen Brustl n, Inc.
PROJECT LIMIT LINE ADJ ADJUST
Mw,rrrr�r ;,�is=�I't- � RIPRAP ACTIVITIES SHALL BE 1N ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
. _ �f
.... ..,�...�.....�,» a o CONSTRUCTION ENTRANCE 3. CURBING SHALL BE BITUMINOUS CURB (BC) WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE Transportation
RIGHT--OF-WAY/PROPERTY LINE �� APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE PLANS.
EASEMENT CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH Land Development
V-'55 1r:-4 27.45 TCx TOP OF CURB ELEVATION BIT BITUMINOUS STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE Environmental Services
BUILDING SETBACK BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS,
i 4)i-G0 14+00
26.85 �:x 263e5 8Cx BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE: 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED ' IT°H IMPERVIOUS SURFACES CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.
__�..;....._.._-.... _._��_ BASELINE , (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE SIX (6) rNCHES LOAM AND SEED, One Federal Street
Sv2.i5X IX75x SPOT ELEVATION BWLL BROKEN WHITE LANE LINE 5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING Building 103-3N
- CONSTRUCTION LAYOUT 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR.
4�.n -Fr� 45.0 Tyr
1�. 38.5 ew" TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRAD€ ELEVATIONS. Springfield,Massachusetts 01105
ZONING LINE 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS 413-747-7113 •FAX 413-747-0916
' - �• BORING LOCATION DYCL DOUBLE: YELLOW CENTER LINE 6. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO
-^ TOWN LINE AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.
TEST PIT LOCATION EL ELEVATION THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT
r.�rr M4'r MONITORING WELL DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT
LIMIT OF DISTURBANCE ELEV ELEVATION APPROPRIATE PERMITS. NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE
WETLAND LINE WITH FLAG -- CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP
Ult) .- _ UD---- UNDERDRAIN EXIST EXISTING 7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT
FLOODPLAIN I " �2"q� SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR`S FEATURES.
DRAIN FDN FOUNDATIONEXPENSE
st.SF BORDERING LAND SUBJECT TO FLOODING :"(?0 5...,.. I D:.� 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND
ROOF DRAIN FIFE FIRST FLOOR ELEVATION 8. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT
1 RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE
BZ WTI AND AliFFFR 70NF ••�-- "� SEINER ORAN OrkAHITC SI IPPI 11rn AR PART 11F THE MNTPArT Mr-U ENTS.
-� -�-�4� Fm - FORCE MAIN 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO
�{oz NO DISTURB ZONE
GTD GRADE TO DRAIN ADDITIONAL COST TO OWNER.
zo�E2A ---Gr1w --- OH►Y-- OVERHEAD WIRE Demolition
200' RIVERFRONT AREA LA LANDSCAPE AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE
- - W----- - -eW WATER IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE
LOD LIMIT OF DISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY
GRAVEL ROAD -4"FP FIRE PROTECTION POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REMOVE AND DISPOSE OF
FOP --
EDGE OF PAVEMENT ---TDw DOMESTIC WATER MAX MAXIMUM Utilities EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10
- - _- FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.
BITUMINOUS BERM x '0 -- G GAS MIN MINIMUM 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE 3HOWN AS AN APPROXIMATE
REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED 2, EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH
., -- BITUMINOUS CURB E ELECTRIC NIC NOT IN CONTRACT THIS IN ORMARON AS SHOWN ON THE PLANS, THE UTILITY INFORMATION SHOWN DOES NOT LOCAL. STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE
GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY
r-_ = r... ,.�. CONCRETE CURB - -w:5 # - 5 -- 5TEA1 TUTS NOT TO SCALE NOR DOES iT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT REPRESENTATIVES.
THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING
CURB AND GUTTER - °-i - T TELEPHONE PEIRF PERFORATED CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,
EXTRUDED CONCRETE CURB -FA- FIRE ALARM AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
PROP PROPOSED THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,
MONOLITHIC CONCRETE CURB -eATV.--...-.. CABLE N REM REMOVE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
PRECAST CONC. CURB 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING
CATCH BASIN RET RETAIN CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS Existing Conditions Information
SLOPED GRAN. EDGING INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED
F DOUBLE CATCH BASIN R&D REMOVE AND DISPOSE WITHOUT DELAY BY THE, CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY
9.1rn-'! :.z:m.u." Vim•-•�• VERT. GRAN. CURB GUTTER INLET OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAIWRE TO CONDUCTED BY DICARA LAND SURVEYING SERVICES OF WNSTED, CT.
LIMIT OF CURB TYPE R&R REMOVE AND RESET NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OMER FROM OBLIGATIONS FOR
• DRAIN MANHOLE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
SAWCUT SWEL SOLID WHITE EDGE LINE
-»w TRENCH DRAIN 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH
SWLL SOLID WHITE LANE LINE ELEVATIONS ON THE GRADING AND UTILITY PLANS.
r�1 �- � BUILDING 03
pp PLUG OR CAP TS TOP OF SLOPE 4• RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC
0 • CLEANOUT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND
LIEN BUILDING ENTRANCE lP FLARED END SECTION TYP TYPICAL SHALL BE SET/RESET AS FOLLOWS:
JOtD LOADING DOCK HEADWALL A. PAVEMENTS AND CONCRETE SURFACES: FLUSH
' BOLLARD U@!q B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH
({ 1 [D] DUMPSTER PAD E SEWER MANHOLE
_ CB CATCH BASIN C, LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE
-_,- SIGN CS CS SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVAAON.
ry & CURB STOP & BOX CMP CORRUGATED METAL PIPE
_ DOUBLE SIGN wv WV 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE
rj WATER VALVE & BOX CO CLEANQUT UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND
�' TV APPROVED SLEEVE, VALVE & BOX APPROVED BY, THE RESPECTIV€ UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC. FIRE ALARM, ETC.).
- ----- STEEL GUARDRAIL DCB DOUBLE CATCH BASIN FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.
a 5IAMESE CONNECTION
--.-_ -- MOOD GUARDRAIL I.r Hm DMH DRAIN MANHOLE 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR
b FIRE HYDRANT POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE,
?t MA CIP CAST IRON PIPE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORT{ IS PERFORMED BY CONTRACTOR
- PATH 0 WATER METER OR BY THE UTILITIES COMPANY.
FYI--- --- �V aV POST INDICATOR VALVE COND CONDUIT
TREE LINE DIP DUCTILE IRON PIPE
7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:
� C�
-•-- - - � -� WIRE FENCE WATER WELL A. WATER PIPES SHALL BE DUCTILE IRON (DI)
GG FES FLARED END SECTION
-o-• - +---- ---+--- FENCE 0 4 GAS GATE B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE
_ � .---- -- STOCKADE FENCE ..4 GAS METER FM FORCE MAIN
r'l8, CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION,
STONE WALL F&G FRAME AND GRATE INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL
•euit ELECTRIC MANHOLE BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR
RETAINING WALL EM F&C FRAME AND COVER SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY
r' ELECTRIC METER AND AS INDICATED ON THE DRAWINGS.
µ - ------� STREAM / POND / WATER COURSE tr GI GUTTER INLET No. Revision note ppvd.
DETENTION BASIN * LIGHT POLE 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS
•TNH GT GREASE TRAP COMPANYS REQUIREMENTS, Designed by JEC Drown by JEC Checked by JJF
HAY BALES �'� TELEPHONE MANHOLE
CAD checked b_ HDPE HIGH DENSITY POLYETHYLENE PIPE 10. ALL SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE y A pproyed by
SILT FENCE LID 0 TRANSFORMER PAD MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL Scote Dote
HH HANDHOLE MUNICIPAL STANDARDS. No Scale December 5,2007
4 MINOR CONTOUR UTILITY POLE HW HEADWALL Project Title
11. PRIOR TO INSTALLATION OF ANY SEWER, WATER OR DRAINAGE LINES THE CONTRACTOR/OWNER SHALL
---?�.-.--- 20 MAJOR CONTOUR �- CONTACT THE TOWN OF AGAWAM'S ENGINEERING DEPARTMENT• AT 413-786--0400 EXT. 277. NO Six Flags New England
GUY POLE HYD HYDRANT PIPING/APPURTENANCES WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION.
�I✓ 10 PARKING COUNT FaH BH GUY WIRE & ANCHOR INV INVERT ELEVATION 12, PRIOR TO CONSTRUCTION COMMENCEMENT, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A proposed Food Stand
ti HAND HOLE WORK PERMIT FROM THE SFNE DIRECTOR OF MAINTENANCE & CONSTRUCTION, DAMAGE TO EXISTING
CIO COMPACT PARKING STALLS I= INVERT ELEVATION UTILITIES DUE TO FAILURE OF CONTRACTOR TO OBTAIN PERMIT SHALL BE REPAIRED AT THE SOLE EXPENSE
OF THE CONTRACTOR
fl$ PULL BOX 1624 Main Street
DOUBLE YELLOW LINE LP LIGHT POLE
si Y r NlatChllne 13. ALL UNDERGROUND LOW VOLTAGE AND HIGH VOLTAGE CONDUITS SHALL BE ENCASED IN A MINIMUM 6" THICKSL Agawam, Massachusetts
� � .•..�M...� STOP LINE MATCHLINE MES METAL END SECTION CONCRETE. SEE SFNE ELECTRICAL SUPERVISOR FOR CONCRETES COLOR REQUIREMENTS
14. CONTRACTOR SHALL NOT STORE CONSTRUCTION MATERIAL, MACHINERY, PARTS, OR ANY OTHER ITEMS Issued for
fl I� l Ili l l CR ma, PWW PAVED WATER WAY P€RTAININO T9 CON5TRUG.VON SF PR9JECT 'ATHIN 90 PIPLUME EA§ETENT AREA MTH99T T CI C
Al"N ® ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE PERMISSION OF TENNESSEE GAS PIPELINE COMPANY Review
�. ACCESSIBLE PARKING RCP REINFORCED CONCRETE PIPE
VAN-ACCESSIBLE PARKING Not Approved for Construction
,,V, R= RIM ELEVATION
SMH SEWER MANHOLE Growing Title
TSV TAPPING SLEEVE, VALVE AND BOX
UG UNDERGROUND Legend and
UP UTILITY POLE
General Notes
Drawing Number
JA.
�• C-
Sheet of
< 1 6
� �01
Project Number
10288.00
LEG.dwg
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