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8609_SITE PLAN - SUFFIELD STREET MCDONALDS.pdf.. 609 -SITE PLAN -Suffi e l d St McDonalds '.' . " . . 1 ..... "ro .'"" .. ' • . , • • To~n of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786-9927 y- June 19,2009 . McDonald's USA, LLC 690 Canton Street Westwood, MA 02090 To Whom It May Concern: • o <D '-S N W At its duly called meeting held on June 18,2009, the Agawam Planning Board·voted to approve· the Site Plan entitled "Site Development Plans for McDonald's Corporation", prepared by Bohler Engineering and dated 5/4/09, revised 6118/09 with the following conditions:. the June 18, 2009 Engineering Department comments (attached) are to be addressed; prior to issuance of a Building Permit, the Board shall receive proof of the cross access parking agreement showing the additional parkirig spaces; all professional staff comments are to be addressed. If you have any questions, please contact this office at 786~0400, extension 283. Sincerely, Travis P. Ward, Chairman AGA W AM PLANNING BOARD . TPW/DSD:prk cc: Building Inspector, Board of Appeals, Engineering Dept., Town Clerk, File To: CC: From: Date: SUbject: •• . Planning Board • TOWN OF A(jAWAM Department of Public Works 1000 Suffield Street • Agawam, MA OJ 001 Tel (413) 821 0600 • Fax (413) 821 0631 John P. Stone • Superintendent MEMORANDUM Jolm Stone -DPW Supt.; File Engineering June 18,2009 . SP 534 MeDonalds's -868 Suffield Street Per your request, Engineering has reviewed the plan set entitled: "Site Development Plans for McDonald's Corporation" dated 5104/09, revised 6/15109 and 6118109. Engineering recommends the Plafl!ling Board approval the plans with the revision date of 6/18/09 on the condition that the gtamped hard copy plans are consistent with the digital copy rece ived today via email. Attached is the sheet with the changes. Please note that the new restaurant's address.has been assigned and will be 868 Suffield Street. . Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do no esitate to contact this division. .-------------. JiJin G. Decker. E.! T. £Assistant Town Engineer s:\sp\534 mcdonalds suffield slreer\memo 2.doc 11f~,Lce~ _____ Michael C. Chase, P.E. Town Engineer . , " .1 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: May 14. 2009 DATE RECEIVED: May 11. 2009 DISTRIBUTION DATE: May 11.2009 PLANNING BOARD MEETING DATE: May 21.2009 APPLICANT INFORMATION 1. Name of Business: McDonald's USA. LLC Address: 850 Suffield Street. Agawam. MA , 2, Owner: McDonald's USA. LLC Address: 690 Canton Street. Westwood. MA 02090 Telephone: 781-329-1450 Fax: 3. Engineer: Bohler Engineering Address: 352 Turnpike Road. Southborough. MA 01772 Telephone: 508-480-9900 Fax: 508-480-9080 PLAN REVIEW Scale: 1"=20' Date: May 4. 2009 Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): O.K. Description of Project: Proposed demolition of the existing 6.140 sq.ft. McDonald's restaurant and construction of a new 3.886 sq.ft. McDonald's with a double drive-thru. New restaurant to be located on the southerly most side of the shopping center. Site Plan Review Page 2 .) Description of Site: Proposed location of new restaurant and parking in the south eastern corner of the Southgate Shopping Center. Site is presently primarily paved. There is a perennial stream located along the southern property line which will necessitate the filing of a Notice of Intent with the Conservation Commission. Provision for Traffic Flow: Proposed use of an existing curbcut on to Suffield Street. Curbcut is currently approximately 65' wide with two 30' wide travel lanes. one in each direction. The proposed layout shows two entrance and two exit lanes. The concrete curbing should be replaced with granite. The composition of the island in the center of the curbcut should be noted on the plan. Access into the McDonald's facility is proposed to be 30' wide with two 12' travel lanes. The pavement marking "DRIVE THRU" may present confusion for those entering the site. Illustrate how much stacking area is provided at drive·thru. Since parking is limited directly adjacent to the building (see comment below) safe and unrestricted access to and from these spaces must be provided. There is potential conflict with the drive-thru lane and the spaces loc:ated on the norih side of the building. . Parking: Agawam's Zoning Ordinance requires 50 parking spaces for Drive-thru Re staurants. Thirty-three spaces are shown on the McDonald's site. If additional spaces are to be gained by using those for 'the Center they should be so noted on the plan. Safe and handicapped access to these spaces must be provided by providing breaks in the curbing. sidewalks.' cross-walks and appropriate signage. Proof of legal access to these spaces must also be provided by way of easements. etc. The handicapped spaces shown in the overflow parking area should be moved closer to the building. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All planting must be maintained and that portion of the public way abutting the parcel and including the treebelt sha'll be maintained in a safe 'and attractive condition by the owner of the parcel." Due to the existence of wetland resources along the southerly property line. these plants must be approved by the Conservation Commission. Large areas of hydroseeded lawn are shown. Only one location calls for new topsoil. Will these lawn areas survive and who will be responsible for their upkeep? Additional shade trees should be provided throughout the site. These should not all be the same species and should be a hardy " . . Site Plan Review Page 3 variety. Street trees were also previously requested along Suffield Street. Sign Locations: See Engineering comments. Exterior Lighting: Cut sheets and dimensions of all exterior lighting must be provided. All lighting must be recessed and shielded. Wallpacks are discouraged. Rendering or Elevations: A colored rendering of the building must be provided sh o wing exact colors to be used. Dumpster Location: Color of dumpster enclosure must be provided. Other Comments or Concerns: The applicant should work with the property owner to correct some of the' serious design flaws that currently exist at the shopping center. Of immediate concern are the multiple curbcuts on Suffield Street and the free -for-all parking lot design. Elimination of at least one of the curbcuts would begin to correct a dangerous situation. Parking lot islands and landscaping would more effectively direct parking lot ,traffic. Plans to address these concerns should be submitted. , Parcel ID: IS 1 1 Owne" SOUTHGATE PROPERTIES lle Interactive Map Parcel Address: 824 SUFFIELD ST o ! • Date: 5/14/09 306 Scale: 1"0306' (1:3676) -"0 -• - -- 613 Feet I http;//hosting. t ighebond.com/agawam/print.aspx?maptype=5&image=http%3a%2 f%2 fproj .. , 5/14/2009 .; Parcel 10: I8 1 1 Owner:.50UTHGATE PROPERTIES LLC Parcel Address: 824 SUFFIELD ST Interactive Map a Date: 5/14/09 306 613 Fee.t ... _-=======1 http://hosting.tighebond.com/agawam/print.aspx?maptype=5& image=http%3 a%2 f%2 fproj... 5/1412009 To: CC: From: Date: Subject: • Planning Board TOWNOFA~WAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 821 0631 John P. Stone • Superintendent MEMORANDUM 10hn Stone -DPW Supt.; File Engineering 1 une 18, 2009 SP 534 McDonalds's -868 Suffield Street Per your request, Engineering has reviewed the plan set entitled: "Site Development Plans for McDonald 's Corporation" dated 5/04 /09 , revised 6/15/09 and 6/18/09. Engineering recommends the Planning Board approval the plans with the revision date of 6/18/09 on the condition that the stamped hard copy plans are consistent with the digital copy received today via email. Attached is the sheet with the changes. Please note that the new restaurant's address has been assigned and will be 868 Suffield Street. 'Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do no esitate to contact this di vision. s:\sp\S34 mcdonalds suffield strc:et\mc:mo 2.doc l1L,Lce.,---- Michael C. Chase, P.E. Town Engineer McDonald.s (Suffield §treet): PB c_uation Request Pamela Kerr From: Idistefano@bohlereng.com Sent: Monday, June 01, 2009 8:55 AM To: Pamela Kerr Cc: jkucich@bohlereng.com: mbrook@bohlereng.com Subject: McDonald's (Suffield Street): PB Continuation Request Pam, .~ Page I of I As discussed, please accept this e-mail correspondence as McDonald's Corporation's (c/o Bohler Engineering) request for a continuance associated with their upcoming Planning Board hearing. Specifically, McDonald's is requesting that their Planning Board hearing, currently scheduled for June 4, 2009, be continued until June 18, 2009. The purpose of the request is to allow McDonalds, Bohler Engineering, and the Agawam Engineering Department additional to coordinate and resolve outstanding site design issues resulting from the proposed project. Please confirm that this request has been received and the continuance request has been accepted. Thank you again for your continued cooperation in expediting this matter. Lucien (Luke) M. DiStefano Bohler Engineering Project Manager 352 Turnpike Road Southborough, MA 01772 (t) 508-480,9900 ext. 1114 (I) 508-480-9080 (c) 413-530-1037 6/1/2009 DATE: TO: FROM: RE: May 18,2009 Planning Board Board of Appeals Town of Agawam Board of Appeals 36 Main Street Agawam, MA 01001 MEMO Site Plans for: McDonalds USA, LLC 850 Suffield Street e- REASON: McDonald's USA, LLC, which is seeking a Special Permit in accordance with Section 180-44, Paragraph H of the Zoning Ordinances, to allow for drive-thru services windows at the premises identified as 850 Suffield Street. Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to tbis Board witbin tbirty-five (35) days of tbe above referenced date, we will assume that you have no objections. ...... 05~20/2009 10 :45 FAX 4138.31 • ~ 002/003 To: CC: TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • FBI (413) 821 0631 John P. Stone • Snperintendrnt MEMORANDUM Planning Board & Conscrvation Commission John Stone -DPW Supt.; File From: . Date: Engineering May 20, 2009 Subject: SP 534 & CC 329 -McDonaids's -Suffield Street Per your request, Engineering has reviewed the plan set entitled: "Site Development Plans for McDonald's Corporation" dated 5/04/09 and we have the following comments: PLANNING BOARD COMMENTS: 1. The proposed building location will require the assignment of a new street number. 2. The driveway curb·cut on Suffield Street: a. The island curbing in the ROW should be sloped granite confomung to MHO standards. b. Keep right signs should be placed at both ends of the island c. The surfacing intended for the hatched area shown extcnding from the end of the island for approximately 45ft should be labeled. d. The entrance on Suffield St. should be a single 15ft wide lane with adequate radii to accommodate the site's design vehicle. e. The in·site entrance should have a separate left turn lane coming after the island. £. The exit lanes should have "RIGHT ONL YO' and "LEFT ONLY" arrows painted. 3. The proposed in-site intersection should be signed and striped as an all-way stop. 4. An accessible parking sign detail is to conform to the requirements ofMGL Chapter 40 §22a and all ADA and AAB regulations. 5. At the rear exit ncar the drive-thru "STOP" and "DO NOT ENTER" signs should be placed. 6. It may be difficult to make the right turn out of the rear exit onto the main driveway with the current geometry. 7. The proposed use of flush saw cut concrete islands around the drive-thru area is not preferred. Engineering observed at the McDonald's location in Enfield, CT a similar use, with the island intended to segregate the drive-thru land from !lie circulation driveway. At this location there were half a dozen or so traffic delineator COnes with a banner strung through them. They were set up along the drive-thru side oithe island to prevent vehicles from bypassing the intended one-way circulations and jumping immediately to the ordering point. With the proposed design, a vehicle could attempt something similar by coming in from the rear drive aisle and driving over the concrete islands. The applicant should propose permanent measures to ensure that something similar will not happen at the proposed site. 8. The proposed vehicle circulation appears to be one-way. If this is the case, motorist wishing to park in the accessible spaces would have to travel completely around the building. 9. The detail on sheet 0-1 and the dimensioned drawing on C-S should be consistent; with the dimensions showed on sheet C-S prevailing over the detail on sheet 0-1. 10. "DO NOT ENTER" signs should be placed by the southeastern and northeastern comers of the buildirig. .• _. 05~20/20 0S 10 :45 FAX 4138.31 • ~ 003/003 II. The proposed angled parking does not provide sufficient aisle widths for the 75-degree parking spaces shown. The minimum aisle width in the lIE's Traffic Engineering Handbook: jlh Edition is 22ft. The areas where the aisle widths are inadequate vary from 15ft. to 20ft. The southern lot provides 15ft (assuming a vehicle is blocking the drive-tbru lane width). The parking spaces in the northern lot (to the right of the enuance) are provided an aisle of 16ft, assuming a vehicle is blocking the drive-thru Jane's width. While the eastern lot provides a 20ft. CONSERVATION COMMISSION COMMENTS; 12. The plans should show the proposed snow storage areas. 13. The Conservation Commission should add to the order of conditions that the Commission or DPW may require spot street sweeping of any sediment tracking into the public right-of-way from the construction site. 14. The 10% TSS removal credit for street sweeping should be removed because the proposed sweeping program does not conform to the Massachusetts Stormwater Handbook: volwne I, chapter 2, pages 7- 11. 15. Please provide the Town a courtesy copy of the project's EPA Swppp, Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, G. Decker, E.!.!. Assistant Town Engineer ~:~\S34 mcdonoJds suffield strttt\memo I.doc ~CL. Michael C. Chase, P.E. Town Engineer • • Memorandum To: Planning Board CC: Chief Robert Campbell From: Sgt. Richard Niles Subject: Site Plan -McDonald's -Suffield Street Date: 05/19/2009 Based upon plans submitted, it would appear this project would have little negative impact to pedestrian, bicycle, and/or motor vehicle traffic safety. Respectfully Submitted --4:-JQ-~ Sgt. R. Niles Safety Officer Agawam Police Department ORIGINAL • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT . SITE PLAN REVI EW REVIEWER: D. Dachos DATE: May 14, 2009 DATE RECEIVED: May 11, 2009 DISTRIBUTION DATE: May 11.2009 PLANNING BOARD MEETING DATE: May 21, 2009 APPLICANT INFORMATION 1. Name of Business: McDonald's USA, LLC Address: 850 Suffield Street, Agawam, MA 2. Owner: McDonald's USA, LLC Address: 690 Canton Street, Westwood, MA 02090 Telephone: 781-329-1450 Fax: 3. Engineer: Bohler Engineering Address: 352 Turnpike Road, Southborough, MA 01772 Telephone: 508-480-9900 Fax: 508-480-9080 PLAN REVIEW Scale: 1"=20' Date: May 4, 2009 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed demolition of the existing 6,140 sq. ft. McDonald's restaurant and construction of a new 3,886 sq.ft. McDonald's with a double drive-thru. New restaurant to be located on the southerly most side of the shopping center. Site Plan Review Page 2 • • Description of Site: Proposed location of new restaurant and parking in the south eastern corner of the Southgate Shopping Center. Site is presently primarily paved. There is a perennial stream located along the southern property line which will necessitate the filing of a Notice of Intent with the Conservation Commission. Provision for Traffic Flow: Proposed use of an existing curbcut on to Suffield Street. Curbcut is currently approximately 65' wide with two 30' wide travel lanes, one in each direction. The proposed layout shows two entrance and two exit lanes. The concrete curbing should be replaced with granite. The composition of the island in the center of the curbcut should be noted on the plan. Access into the McDonald's facility is proposed to be 30' wide with two 12' travel lanes. The pavement marking "DRIVE THRU" may present confusion for those entering the site. Illustrate how much stacking area is provided at drive-thru. Since parking is limited directly adjacent to the building (see comment below) safe and unrestricted access to and from these spaces must be provided. There is potential conflict with the drive-thru lane and the spaces located on the north side of the building. Parking: Agawam's Zoning Ordinance requires 50 parking spaces for Drive-thru Restaurants. Thirty-three spaces are shown on the McDonald's site. If additional spaces are to be gained by using those for the Center they should be so noted on the plan. Safe and handicapped access to these spaces must be provided by providing breaks in the curbing, sidewalks, cross-walks and appropriate signage. Proof of legal access to these spaces must also be provided by way of easements, etc. The handicapped spaces shown in the overflow parking area should be moved closer to the building. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All planting 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." Due to the existence of wetland resources along the southerly property line, these plants must be approved by the Conservation Commission. Large areas of hydroseeded lawn are shown. Only one location calls for new topsoil. Will these lawn areas survive and who will be responsible for their upkeep? Additional shade trees should be provided throughout the site. These should not all be the same species and should be a hardy Site Plan Review Page 3 • • variety. Street trees were also previously requested along Suffield Street. Sign Locations: See Engineering comments. Exterior Lighting: Cut sheets and dimensions of all exterior lighting must be provided. All lighting must be recessed and shielded. Wall packs are discouraged. Rendering or Elevations: A colored rendering of the building must be provided showing exact colors to be used. Dumpster Location: Color of dumpster enclosure must be provided. Other Comments or Concerns: The applicant should work with the property owner to correct some of the serious design flaws that currently exist at the shopping center. Of immediate concern are the multiple curbcuts on Suffield Street and the free-for-all parking lot design. Elimination of at least one of the curbcuts would begin to correct a dangerous situation. Parking lot islands and landscaping would more effectively direct parking lot ·traffic. Plans to address these concerns should be submitted. . Print • • • • • • • .. ParcellD: 18 1 1 Owner: SOUTHGATE pROPERnES LLC Interactive Map Parcel Address: 824 SUFFIELD ST • .-·41 .-. .. -, • .. I , I I · .. . • • • • .., ---, Page 1 of 1 , l--c. I '" o ! • .... Date, 5/14/09 306 613 Fe.t I Scal.: 1"-306' (1:3676) http://hosting.tighebond.com/agawam/pri nt.aspx?maptype=5&image=http%3 a %2 f"102 fproj... 5/14/2009 Print • Parcel 10: 18 11 Owner: SOUTHGATE PROPERTIES LLC Parcel Address: 824 SUFFIELD ST Interactive Map • o Date: 5/14/09 306 Scale: 1 "-)06' Page 1 of 1 613 Feet http://hosting.tighebond. com/agawam/pri nt.aspx?maptype= 5 &i mage=http%3 a%2 f"102 fpro j ... 5/1412009 ':. Town of Agawam ·36 Main Street Agawam, Massachusetts 01001-1837 . Tel. 413-786-0400 Fax 413-786~9927 MEMO TO: Engineering Dept., Polic~ Dept., Fire Dept., ADA Corri~ittee FROM: Planning Board . :D"J::> SUBJECT:.· Site Plan -McDonald's -Suffield Street DATE: . May 11,2009 Please review and comment onthe attached Site Plan for McDonald's oli Suffield Street prior to . the Board's May 21" meeting, . . . Thank you, DSD:prk ., TOWN OF AGAWAlI Fax 14137869927 Apr ~~ 'UU~ Uj;4jpm ~UUl/UUl , AGAWAM PLANNING BOARD FonnD Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Pian to: Agawam Building Department 1000 Suffield Street Agawam, MA 01001 1. Name ofBusiness ___ ",Mc""Do~n",a""l",dL..'.2s-,U",S""A ... ,,,,,,,,LLC= ________________ _ Address 850 Suffield Street, Agawam, MA Telephone Fax ____________________ _ 2.,Nrumeo~Owner---DMc~Do~n~a~l~d~'~S-'U~SA~,~LL~C~--_-------------- Address 690 Canton Street, Westwood, MA 02090 Telephone (781) 329 1450 Fax, _____________________ _ 3. Name ot~Architect~"'Bo~h'-"l"'e:!ro.....:En:!!g::;.l~· n"'ee=r~i.!.!n::;.g _______________ _ Address 352 Turnpike Road,Southborough, MA 01772 Telephone (508) 480-9900 Fax __ ~(5~0~8~)_4~8~O_-9~0~8~0 ___________ ___ 4. Please give a brief description of the proposed project: The applicant, McDonald's USA, LLC is proposing to raze the existing 6,140 s.f. McDonald's Restaurant and construct a 3,886 s.f. McDonald's Restaurant with a double drive-thru adjacent to the southern property line and fronting Suffield Street. The restaurant will inClude queue aisles for the drive- thru, 33 parking spaces, enclosed dumpster. area, and landscaped area. Revised 2/1/07 ..:.. ..;.,;.. ..... .-. -.. . 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" ~ .. ~~ • >'~'~Is I ~ l •. ~~ "il " ~*"5~~ ! I .... .. IJ i !i;;~i~~~g • • ~ ~~i~!g~i~ I rn ji <= 5 .. :;;e-<l~ ....,1 I · il~!i"~ i i ~I ;~ i~!f ~ !!~i~~il~ I ,! I ..•.• l~ I ~I " ~i~~~~i~i ! ~ ;§~'~~;Ii ~1 i i~ih.~ • i . e ~U~!~ ~ ;. " ,/ ,/ "",,/' " /' ,/ . , ~,/' ~ ,/ #' /" • ~ ,,//' J ~ -II ~ II <tl II~ ~ 0 ~'I'::! ~·«T • o ~~; <tl ~ --i i . 'r;n I'm I-- 01 -;. ~8 _.-.- • , .. • • ~ • I In ~ q [0 f-I---• , • ~ . " U> ~~ !,,! '" •• 0. -I ., . 0: " ., ' I I I I I I I I I I I I I I I I I I I DRAINAGE REPORT Proposed McDonald's Restaurant with Drive-Thru 850 Suffield Street Lot 1, Block 1, Assessor's Map /-8 Town of Agawam, Massachusetts Hampden County Prepared for: McDonald's Corporation Prepared by: BOHLER ENGINEERING, P.c. 352 Turnpike Road Soutllborc)Ugh, MA 01772 • -., BOHLER . U ENGINEERING, P.c. teO ' , RECE\\rt:.. M~'1 1 1. 2009 May 4, 2009 N\ \\~. ': c. : .~, BOARD BEPe #W051 094 • I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS PAGE I. EXECUTIVE SUMMARY 3 II. EXISTING SITE CONDITIONS 4 III. PROPOSED SITE CONDITIONS 4 IV. MA DEP STORMWATER MANAGEMENT STANDARDS 5 V. METHOD 8 VI. SUMMARY 8 APPENDICES A. USGS MAP B. NRCS SOIL MAPPING C. FEMA FLOOD INSURANCE RATE MAP D. PRE-DEVELOPMENT AND POST-DEVELOPMENT WATERSHED MAPS E.STORMWATER ATTENUATION CALCULATIONS F. STORM SEWER CALCULATIONS G. OPERATION AND MAINTENANCE PLAN 2 I I I I I I I I I I I I I I I I I I I I. EXECUTIVE SUMMARY This report examines the changes in drainage that can be expected as the result of razing the existing 6,140 square foot McDonald's restaurant, and the construction of a 3,886 square foot McDonald's restaurant to be located adjacent to the southern property line and fronting Suffield Street. The proposed project will result in a decrease in impervious area which results in a decrease in storm runoff. Two design points have been chosen to analyze the pre-development and post-development runoff rates. The first is runoff to an unnamed perennial stream located along the southern property line. The second design point is runoff to Suffield Street. To Unnamed Perennial Stream (Along Southern Property Line) ~lr-~~T~[;J [-------- 2 10.64 9.98 -0.66 10 16.17 15.55 -0.62 25 18.91 18.31 -0.60 100 25.51 24.98 -0.53 To Suffield Street (Along Eastern Property Line) 2 O.oI O.oI -0.00 10 0.05 0.05 -0.00 25 0.09 0.09 -0.00 100 0.17 0.17 -0.00 3 I I I I I I I I I I I I I I I I I I I II. EXISTING SITE CONDITIONS The subject site contains approximately 12.1 acres and is located on the west side of Suffield Street and south of Silver Street. The site is currently known as "Southgate Plaza," and consists of a strip mall, bank, gas station, and a McDonald's restaurant. The site is comprised of approximately 10.24 acres of impervious cover (building, pavement, concrete pads, and sidewalks), and 1.86 acres of open space (wooded and landscaped areas). An unnamed, perennial stream and associated bordering vegetated wetland flows through the site along the southern property line. The mean annual high-water line of the perennial stream and the limits of the bordering vegetated wetland were flagged by Bay State Environmental and survey located by Control Point Associates, Inc. on April 2009. Slopes across the site are generally mild, with approximately 1-3% slopes. United States Department of Agriculture Natural Resources Conservation Service (NRCS) mapping identifies the soils of the subject site as Merrimac (Hydrologic Soil Group A, HSG A) sandy loam, and Wareham (Hydrologic Soil Group C, HSG C) loamy sand. No portion of the subject site contains areas of Zone A, 100-year flood zone, as shown on the NFIP Flood Insurance Rate Map for the Town of Agawam (Community Panel No. 250133 0002 A, dated February 1, 1978). The attached Existing Hydrology Plan on Appendix C shows the project design points and contributing drainage areas. III. PROPOSED SITE CONDITIONS The project applicant, McDonald's Corporation proposes to raze the existing 6,140 square foot McDonald's restaurant presently located on the north side of the southern most access driveway to "Southgate Plaza" of Suffield Street, and construct a 3,886 square foot McDonald's restaurant on the south side of the access driveway. The restaurant will consist ofa double drive-thru, 33 parking spaces, enclosed dumpster area, utilities, and landscaped areas. In addition to constructing the new restaurant, 4 I I I I I I I I I I I I I I I I I I I the applicant is proposing to modifY the existing access driveway off Suffield Street, and construct parking areas with landscaped islands in the location of the existing McDonald's restaurant. . The attached Proposed Hydrology Plan on Appendix C shows the project design points and contributing drainage areas. Storm Sewer System A closed storm sewer system will capture runoff from the McDonald's parking area and divert it a portion of the parking area through a water quality unit prior to discharging to the perennial stream along the southern property line. The storm sewer system has been sized to adequately convey the 25 year design storm with a minimum pipe size of 12" and minimum pipe slope of 0.5%. Storm sewer sizing calculations are included in Appendix F. IV. MASSACHUSETTS DEP STORMWATER MANAGEMENT STANDARDS The following section describes the project's conformance with the Massachusett DEP's current Storm water Management Standards for a redevelopment project, as of January 2, 2008. Low Impact Development (LID) Measures Pavement has been minimized by providing the minimum allowable number of parking spaces by zoning and by providing additional landscaped areas. The project will also enhance the quality of the perennial stream and associated bordering vegetated wetland by providing water quality treatment to a portion of runoff from the McDonald's restaurant parking area. Where none exist today. Standard # 1-Untreated Storm Water The storm water collection system has been designed so that a portion of the storm water runoff from the parking areas are treated through a treatment train consisting of deep sump, hooded catch basins, and a hydrodynamic type water treatment device. The remainder of the parking areas will be treated through a treatment train consisting of deep sump, hooded catch basins. 5 I I I I I I I I I I I I I I I I I I I Periodic street sweeping will also be scheduled to reduce pollutants and sediment loading. TSS removal calculations are provided under Standard #4 below. No new outfalls are being proposed with this project. Standard #2: Post Development Peak Discharge Rates Runoffrates for the pre-development and post-development conditions were calculated for the 2- year, 10-year, 25-year and I OO-year 24-hour storm events. These calculations are provided in Appendix D. As summarized in previous sections of this report, there will be no increase in stormwater runoff rates from the site for the 2, 10, 25, and 100 year storms, as required by Town and State regulations. Standard #3: Recharge to Groundwater Additional storm water recharge for the site will be provided through the creation of additional landscaped areas. The site is currently comprised of approximately 10.24 acres of impervious cover (building, pavement, concrete pads, and sidewalks), and 1.86 acres of open space (wooded and landscaped areas). The proposed redevelopment will provide approximately 10.09 acres of impervious area and 2.0 I acres of open space. Standard #4: 80% TSS Removal The proposed Best Management Practices for this site will provide additional TSS removal over existing site conditions, and consist of a "process train" which includes both nonstructural and structural techniques. In every case, street cleaning and deep sump catch basins are used to reduce pollutant loading. The BMP removal rates are as follows: Runoff to Proposed Catch Basins 01 & 02: Street and Parking Lot Sweeping Deep Sump Catch Basins (Hooded Basins) Storrnwater uali Unit Total removal 6 ~ R~maiDiDg 10% 90% 25% 67.5% 80% 13.5% 86.5% I I I I I I I I I I I I I I I I I I I Runoff to Proposed Catch Basin 03 and Existing Catch Basins within the Limit of Work Street and Parking Lot Sweeping Dee Sum Catch Basins Hooded Basins Total removal pesign 10% 25% Standard #5: Land Use with Higher Potential Pollutant Loads Remaining 90% 67.5% 32.5% The proposed project is a land use with Higher Pollutant Loads, as defined by the Department of Environmental Protection and additional treatment has been provided. Standard #6: Protection ofCriticai Areas The site does not contain, nor directly discharge to any critical areas, as defined by the Department of Environmental Protection. Standard #7: Redevelopment Projects The proposed project is a redevelopment project which will fully meet Stormwater Management Standards 2, 6, 7, 8, 9, and 10. Stormwater Management Standards 1,3,4, and 5 will be met to the maximum extent practicable. Standard #8: Erosion/Sediment Control During Construction An erosion and sediment control plan has been developed for this project implementing at a minimum: silt fence, a crushed stone construction exit, catch basin inlet protection, and provisions for stabilizing disturbed areas. The project will disturb more than one acre and will therefore require a NPDES Construction General Permit. A detailed Stormwater Pollution Prevention Plan (S WPPP) will be developed prior to construction of the project and will be submitted to EPA for NPDES coverage. Standard #9: Operation/Maintenance Plan An Operation and Maintenance Plan developed in accordance with the Storm water Management Standards is provided in Appendix F of this report. 7 I I I I I I I I I I I I I I I I I I I Standard # 10: Illlicit Discharges The proposed storm water system will convey only stormwater and allowable non-storm discharges (firefighting water, landscape irrigation, air conditioning condensate, etc.) and will not contain any illicit discharges from prohibited sources. v. METHOD Storm Sewer System The storm sewer system was analyzed using the Rational Formula method. Times of concentration for all of the drainage areas were assumed to be 5 minutes, which produces the most conservati ve results. Runoff"c" coefficients were calculated using a value 0[0.3 for grassed areas and 0.9 for impervious areas. Rainfall Data The pre and post development runoff rates were computed using the Hydrocad computer program. The drainage area information were entered into the program, which routes storm flows based on NRCS TR- 20 and TR-55 methods. The other components of the model were determined following standard NRCS procedures for Curve Numbers (CNs) and times of concentrations. The following rainfall data was utilized in the calculations: All of the input variables and calculations can be found in the computer calculations contained in Appendix D. VI. SUMMARY Storm runofffrom the proposed building and associated parking areas will be collected by a storm sewer system and discharge to the existing 21" RCP outfall pipe located east of the proposed McDonald's trash enclosure. The peak runoff rates from the developed site will be less than existing rates as follows: 8 I I I I I I I I I I I I I I I I I I I To Unnamed Perennial Stream (Along Southern Property Line) [~l~~l~~J 2 10.64 9.98 -0.66 10 16.17 15.55 -0.62 25 18.91 18.31 -0.60 100 25 .51 24.98 -0.53 To Suffield Street (Along Eastern Property Line) ~lr~~~[:;-l 2 0.01 0.01 -0 .00 10 0.05 0.05 -0.00 25 0.09 0.09 -0 .00 100 0.17 0.17 -0.00 Water quality at the site will be in accordance with Massachusetts Stonnwater Management Policy guidelines for a redevelopment project, and will incorporate the use of street sweeping, catch basins with deep sumps and trap hoods, and a hydrodynamic water quality treatment device. 9 I I I I I I APPENDIX A USGS MAP I I I I I I I I I I I I I I I BORt,BB ENGINBBBlNG.p.c .. • CIVIL & CONSULTING ENGINEERS • PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS • MUNICIPAL ENGINEERS 352 Turnpike Road Soulhboro, MA OJ772 (508) 480-9900 Fax: (508) 480-9080 USGS MAP ," = , ,000' ~ <t) ID)<O) M A LID)' ~ 0<0 lRl.lP'<DllRl.A TlI <0 M LOT 1, BLOCK 1, ASSESSOR'S MAP 1-8 I 850 SUFFIELD STREET TOWN OF AGAWAM I HAMPDEN COUNTY, MASSACHUSETTS ~--------------------------------~ I I I I I I APPENDIXB NRCS SOIL MAPPING I I I I I I I I I I I I I I Soil Map-Hamt\1en County. Massachuselts. Cenlral Part fiNO 1094-Suffleld Street. Agawam) ~ ~ " I k 4T3·.~ 42" 3'.'" I I I I I I I I I I I I I I 42" 3' 26" 42" 3' 28" I -MIIIpSCAIIe: 13,140IprlnedonA.a.(8.5"al1,'" !it " ~ " N ....... " I 1:-A 0 '" eo 120 leo k FM1 0 100 200 .... eoo USDA Natural Resoun:es Web Soil Surve~.2 51112009 I aiiii ConseIvaIion SeMce National Cooperative iI Survey Pagelof3 - - - = - -- - - - - - - SoM Map4iampden County, Massachusetts, Central Part ('Ml51094-Suffield Slreet, Agawam) -- -- - - MAP LEGEND MAP INFORMATION At .. of lot.rest (AOI. =:J Area of Interest (ADI) Soils Soil Map Units Special Point Features '" Blowout t8I Borrow p, * Clay Spot • Closed Depression X Gravet Pit " Gravelly Spot 0 landfill A Lava Flow .... Marsh Of swamp ~ Mane or Quany 49 Miscellaneous Water Ci Perennial Water v Roclt Outcrop + Saline Spot Sandy Spot .... SevenHy Eroded SPOI 0 Smkhole P Slide Of Slip ~ Sodic Spot :; Spoil ""'. /) Stony Spot Natural Resources Conservation Service <n Very stony Spot 'f Wet Spot .. Qthe,. Spec:lai line hat"'r" "'-GuNy " , Short Steep Sk)pe ~-Other PoUUe.' Futur •• • CitieS Water Feature' L Oceoos Streams and Canals Transportation +++ Rab -Interstate Highways "'" US Routes ."-Map Roads ----Loeal Roads Map Scale 1 :3,140 ff prtnted on A size (8.5" • 11") sheet The soil surveys that comprise your AOI were mapped at 1 :25,000. F'tease rely on the bar sca$e on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service web Soil SUNeY URL: http1IWebsoIIsUlV8y.nrcs.usda.gov Coordinate System UTM Zone 18N NAD83 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Atea: Hampden County. Massachusetts, Central Part Survey Area Data: Version 6, Apr 23, 2007 Oate(s) aertal lmages were photographed' 8/13/2006; 713012003; 8/14/2006 The orthophoto or other base map on which the sol111nes were compiled and digitiZed proba~y differs from the background Imagery displayed on these maps. As a resuh, some minor shifting of map unit boundaries may be evident. web Soil SUNeY 2.2 National Cooperative Soil Survey 5/1/2009 Page 2 of 3 - I I I I I I I I I I I I I I I I I I I Soil Map-Hampden County, Massachusetts, Central Part Map Unit Legend .. ." unit syniboi 32A 254A 2548 Totals for Area of Interest Natural Resources Con.ervatlon Servle. Himpdan County,' ...... cliusetla. c~.rtn;ip~rt (MAlOn . .:. - -'! .,:"., -., . -',-'". -'." '-, . -,. •... '. riI"'U';It~ ::AirilalnAOI Wareham loamy sand, 0 to 3 percent slopes Merrimac sandy loam, 0 to 3 percent slopes Merrimac sandy loam. 3 10 8 percent slopes Web Soil Survey 2.2 National Cooperative Soil Survey 7.4 24.3 6.4 38.1 1MJ51094·5uffleld 51re.!. Agawam Parairt of ADa 19.4% 63.8% 16.8% 100.0'" 5/112009 Pag.30f3 I I I I I I I I I I I I I I I I I I I APPENDIXC FEMA FLOOD INSURANCE RATE MAP -;--.----'----- ~ o STREET ZONEC -,- 800 ---- • APPROXIMATE SCALE o 800 FEET NATIlINAULDOD INSURANCE PROGRAM FlOOD>INSURANCE ,RAlt MAP TOWli OF AGAWAM, , MASSACHUSETrs HAMPDEN couiin CODIIIIIIHAIW. IIUIIBER 250133 0002 A ISE'!!: MAl' INDEX 1'01'1 "AGES NOT .... LNTI;O~ FEBRUARY 1,.1978 , map . .. __ ,,_ ..... _ ...... ~., .. ~ . .--,._. IN. map ~ net retect: c:l\angel or amondments Which may haW been made aubaequent to the dille on the . . ---.L_ 'ateat product information about N.to'" Rood I"'u,.~e check the FEMA Aood - I I I I I I I I I I I I I I I I I I I APPENDIXD PRE-DEVELOPMENT AND POST-DEVELOPMENT WATERSHED MAPS I ~ " \, / ;/ ;/', ;/ " ;/ ;/ ;/ ;/ 'I \ ;/;/ /;/ 1/ \ ;/ , " / -.. .................. II 'I II II II II I, , '-., A I I(f : \ ;/ I ;/ \ ;/, I \/' \ \ ;/ ----...... ;/ >< ',' ... -.-............ ~ -~ '\ \ . 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I Com,"" l aY I. -, BEOHLER ~ I" PRQJECLMcDONAW'SCORPORATlON PROPOSED McOONALD's RESTAURANT LOI I, BLOCK I, ASSESSORS I.IAP 1-6 650 SUffiELD STREEI st:JlL "·50' DAlE MH191S1([TN'i ~ NGINEERING, P.C. ORAV.'N BY: ICJ PROJ(CT ,: '1051094 Cl CI'IL 6' CONSULmfG EHGIH££RS • PRQJ£CT tMHIoCER$ • [H\1ROHI.!£NTAl. 4: SIT[ PI.IoNN(RS • U 0\r0eI 011<-, lotOtions: TOWN Of ffuAWAM, HAMPDEN COUNlY, MASSACHUSmS O£CK£D B'I': .0; CAD I) I: W051094dpO _Chalfont, PA ."Mlle, fr(Y -Ster!inct. VA -Worren, '" -Towson, IotO /() (/ \ 352 Turnpi~. Rood SouthbofOUQl't, MA 0 \ 112 5011.480,9900 fa.: 508.480.!Xl8O •• ".boII!tf"'9.tOfTl .wUHICJ>AI. [NCIHEERS _Mxlm,K'I' I II 1/ II / I', ~ /I \ • I 'I / 1/\// /I II I G '''''''' ""I / / , /' X "-, • ..- -~~ /' '-- -' ~ /' /' •• q // q 1/ -I/'- II ) I j / L. ·1· , 1·1' I II I j I I Iii 11 .~ I; ~~~ I I I II I f J/ I IS I II i 0 -~ .~ '"0 :: ~'~ g:!:j _ 1 m ~ n ~ > 8 ("') ~-> II ("»0:<) , (J1Zn C t'l'"O II t'lUl> I S (J1 II II II N ::;' 0> ~ o~ ~ 'r1 I ! I i I I ! iii ! I f o 0 I (J1N-eJ »> (j !" !1 1/111111111111'11 TlTl£: PROPOSED DRAINAGE AREAS PROJECT:LYl\.,;uvl'If'U" .. U..:I .... vf\l V .... M.J.J.Vl' PROPOSED McDONALD ~ RE<TAURANT ,QI ',~.LQC~ 1,_~~[SSOR 5 .. ," . " COUNTY, I.IASSACHUSrns '\J ~ ~ " 0_...., '"0;;::0 t'l'"O...., Zt'l> :<)t"" ...., Ul<: () '"O-~ II n>o:<) : (J1ZnCt'l'"O II t'lUl> I a <D II II II ..... _. J-o. ::: !:l 0"""" , :",wC:c BOHLER (J10> ..... »> ()~~ too 0:<) c:> z-oZ » :<)o o<t'l ~> ....,:<) o<t'l '"0> ~ ---«ENGINEERING, P.c. CML & CQNSULTINC ENGINEERS • PROJECT fAANAC(RS • ENVIRONMENTAl. ar SITE: PlANNERS 0I1ler OIfice Loto!;on,: VA _WeInel!. NJ _T_. WI) Roo' SoIIthOoroU9h. IAA. 01772 508 .• 80.9900 101: 508 .• 60.9060 " ••. boh\ereng.com • IoIUNICIPAL ENCINEERS NY I I I I I I I I I I I I I I I I I I I APPENDIXE STORMW ATER ATTENUATION CALCULATIONS I I I I I I I I I I I I I I I I I I I FLOW TO THREE MILE BROOK FLOW TO SUFFIELD STREET FLOW TO THREE MILE BROOK FLOW TO SUFFIELD STREET Drainage Diagram for W051094-PRE AND POST Prepared by {enter your company name here} 514/2009 HydroCAD® 8.00 sin 0026'2 IC> 2006 HydroCAD Software Solutions LLC I I I I I I I I I I I I I I I I I I I W051094-PRE AND POST Type 1/1 24-hr 2-YEAR Rainfall=3.20" Prepared by {enter your company name here} HydroCAD® B.OO sin 002612 © 2006 HydroCAD Software Solutions LLC Page 2 5/4/2009 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Subcatchment E-1: FLOW TO THREE MILE BROOK Subcatchment E-2: FLOW TO SUFFIELD STREET Subcatchment P-1: FLOW TO THREE MILE BROOK Subcatchment P-2: FLOW TO SUFFIELD STREET Runoff Area=3.810 ac Runoff Depth>2.31" Tc=5.0 min CN=93 Runoff=10 .64 cfs 0.734 at Runoff Area=0.070 ac Runoff Depth>0.24" Tc=5.0 min CN=56 Runoff=O.Ol cts 0.001 at Runoff Area=3.810 ac Runoff Depth>2.13" Tc=5.0 min CN=91 Runoff=9.98 cts 0.675 at Runoff Area=0.070 ac Runoff Depth>0.24" Tc=5.0 min CN=56 Runoff=O.Ol cts 0.001 at I I I I I I I I I I I I I I I I I I I W051094-PRE AND POST Type 11/ 24-hr 2-YEAR Rainfall=3.20" Prepared by {enter your company name here} HydroCAD® B.OO sin 002612 © 2006 HydroCAD Software Solutions LLC Subcatchment E-1: FLOW TO THREE MILE BROOK Runoff = 10.64 cfs @ 12.07 hrs, Volume= 0.734 af, Depth> 2.31" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-YEAR Rainfall=3.20" Area (ac) CN Description 3.500 98 0.310 39 3.810 93 0.310 3.500 Tc Length (min) (feet) 5.0 Runoff = Paved parking & roofs >75% Grass cover, Good, HSG A Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftlfll (ft/sec) (ets) Direct Entry, Subcatchment E-2: FLOW TO SUFFIELD STREET 0.01 cfs @ 12.29 hrs, Volume= 0.001 af, Depth> 0.24" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-YEAR Rainfall=3.20" Area (ac) CN Description 0.020 0.050 0.070 0.050 0.020 Tc (min) 5.0 Length (feet) Runoff = 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 56 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ft/tt) (ft/sec) (cfs) Direct Entry, Subcatchment P-1: FLOW TO THREE MILE BROOK 9.98 cfs @ 12.07 hrs, Volume= 0.675 af, Depth> 2.13" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-YEAR Rainfal1=3.20" Area (ac) 3.360 0.450 3.810 0.450 3.360 CN Description 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 91 Weighted Average Pervious Area Impervious Area Page 3 5/4/2009 I I I I I I I I I I I I I I I I I I I W051 094-PRE AND POST Type 111 24-hr 2-YEAR Rainfal/=3.20 " Prepared by {enter your company name here} HydroCAD® 8.00 sin 002612 © 2006 HydroCAD Software Solutions LLC Tc (min) 5.0 Runoff Length (feet) = Slope Velocity Capacity Description (ftlft) (ftlsec) (cfs) Direct Entry, Subcatchment P-2: FLOW TO SUFFIELD STREET 0.01 efs @ 12.29 hrs, Volume= 0.001 af, Depth> 0.24" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2-YEAR Rainfall=3.20" Area (ae) CN Description 0.020 0.050 0.070 0.050 0.020 Tc (min) 5.0 Length (feet) 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 56 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftlft) (ftlsec) (cts) Direct Entry, Page 4 5/4/2009 I I I I I I I I I I I I I I I I I I I W051094-PRE AND POST Type 111 24-hr 10-YEAR Rainfall=4.60" Prepared by {enter your company name here} HydroCAD® 8.00 sin 002612 © 2006 HydroCAD Software Solutions LLC PageS 5/4/2009 Time span=S.00-20.00 hrs, dt=O.OS hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Subcatchment E-l: FLOW TO THREE MILE BROOK Subcatchment E-2: FLOW TO SUFFIELD STREET Subcatchment P-l: FLOW TO THREE MILE BROOK Subcatchment P-2: FLOW TO SUFFIELD STREET Runoff Area=3.810 ac Runoff Depth>3.60" Tc=5.0 min CN=93 Runoff=16.17 cfs 1.142 af Runoff Area=0.070 ac Runoff Depth>O. 75" Tc=5.0 min CN=56 Runoff=0.05 cfs 0.004 af Runoff Area=3.810 ac Runoff Depth>3.40" Tc=5.0 min CN=91 Runoff=15.55 cfs 1.079 af Runoff Area=0.070 ac Runoff Depth>0.75" Tc=5.0 min CN=56 Runoff=0.05 cfs 0.004 af I I I I I I I I I I I I I I I I I I I W051094· PRE AND POST Type III 24-hr 10-YEAR Rainfall=4.60" Prepared by {enter your company name here} HydroCAD® B.OO sin 002612 <Cl2006 HydroCAD Software Solutions LLC Subcatchment E·1: FLOW TO THREE MILE BROOK Runoff = 16.17 cfs@ 12.07 hrs, Volume= 1.142 af, Depth> 3.60" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-YEAR Rainfall=4.60" Area (ac) CN 3.500 98 0.310 39 3.810 93 0.310 3.500 Tc Length (min) (feet) Description Paved parking & roofs >75% Grass cover, Good, HSG A Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftlfl) (ftlsec) (cfs) 5.0 Direct Entry, Subcatchment E·2: FLOW TO SUFFIELD STREET Runoff = 0.05 cfs@ 12.10 hrs, Volume= 0.004 af, Depth> 0.75" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-YEAR Rainfall=4.60" Area (ac) CN Descri ption 0.020 0.050 0.070 0.050 0.020 Tc (min) Length (feet) 5.0 Runoff = 98 39 56 Paved parking & roofs >75% Grass cover, Good, HSG A Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftlfl) (ftlsec) (efs) Direct Entry, Subcatchment P·1: FLOW TO THREE MILE BROOK 15.55 cfs@ 12.07 hrs, Volume= 1.079 af, Depth> 3.40" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-YEAR Rainfall=4.60" Area (ac) 3.360 0.450 3.810 0.450 3.360 CN Description 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 91 Weighted Average Pervious Area Impervious Area Page 6 5/4/2009 I I I I I I I I I I I I I I I I I I I W051 094-PRE AND POST Type III 24-hr 10-YEAR Rainfal/=4.60" Prepared by {enter your company name here} HydroCAD® B.OO sin 002612 © 2006 HydroCAD Software Solutions LLC Tc (min) 5.0 Runoff Length (feet) = Slope Velocity Capacity Description (ft/tt) (ft/sec) (cfs) Direct Entry, Subcatchment P-2: FLOW TO SUFFIELD STREET 0.05 cfs @ 12.10 hrs, Volume= 0.004 af, Depth> 0.75" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 10-YEAR Rainfall=4.60" Area (ac) eN Description 0.020 0.050 0.070 0.050 0.020 Tc (min) 5.0 Length (feet) 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 56 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ft/tt) (ft/sec) (ets) Direct Entry, Page 7 5/4/2009 I I I I I I I I I I I I I I I I I I I W051 094-PRE AND POST Type /11 24-hr 25-YEAR Rainfall=5.30· Prepared by {enter your company name here} HydroCAO® B.OO sin 002612 © 2006 HydroCAO Software Solutions LLC Page 8 5/412009 Time span=5.00-20.00 hrs. dt=O.05 hrs, 301 pOints Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method-Pond routing by Stor-Ind method Subcatchment E-1 : FLOW TO THREE MILE BROOK Subcatchment E-2: FLOW TO SUFFIELD STREET Subcatchment P-1: FLOW TO THREE MILE BROOK Subcatchment P-2: FLOW TO SUFFIELD STREET Runoff Area=3.B10 ac Runoff Oepth>4.24" Tc=5.0 min CN=93 Runoff=18.91 cfs 1.347 af Runoff Area=0.070 ac Runoff Oepth>1 .0B" Tc=5.0 min CN=56 Runoff=0.09 cfs 0.006 af Runoff Area=3 .B10 ac Runoff Oepth>4.04" Tc=5.0 min CN=91 Runoff=1B.31 cfs 1.2B3 af Runoff Area=0.070 ac Runoff Oepth>1.0B" Tc=5.0 min CN=56 Runoff=0.09 cIs 0.006 af I I I I I I I I I I I I I I I I I I I W051 094-PRE AND POST Type III 24-hr 25-YEAR Rainfal/=5.30" Prepared by {enter your company name here} HydroCAD® 8.00 sin 002612 © 2006 HydroCAD Software Solutions LLC Subcatchment E-1: FLOW TO THREE MILE BROOK Runoff = 18.91 cfs @ 12.07 hrs, Volume= 1.347 af, Depth> 4.24" Runoff by SCS TR-20 method, UH=SCS, Time Span= S.00-20.00 hrs, dt= O.OS hrs Type III 24-hr 25-YEAR Rainfall=S.30" Area (ac) 3.500 0.310 3.810 0.310 3.500 CN Description 98 Paved parking & roofs 39 >7S% Grass cover, Good, HSG A 93 Weighted Average Pervious Area Impervious Area Tc (min) length (feet) Slope Velocity Capacity Description (ft/tt) (ft/sec) (cfs) 5.0 Direct Entry, Subcatchment E-2: FLOW TO SUFFIELD STREET Runoff = 0.09 cfs@ 12.10 hrs, Volume= 0.006 af, Depth> 1.08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 2S-YEAR Rainfall=5.30" Area (a c) CN Description 0.020 0.050 0.070 O.OSO 0.020 Tc (min) S.o length (feet) Runoff = 98 Paved parking & roofs 39 > 7S% Grass cover, Good, HSG A 56 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ft/tt) (ft/sec) (cfs) Direct Entry, Subcatchment P-1: FLOW TO THREE MILE BROOK 18.31 cfs @ 12.07 hrs, Volume= 1.283 af, Depth> 4.04" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= O.OS hrs Type III 24-hr 25-YEAR Rainfall=S.30" Area (ac) 3.360 0.450 3.810 0.450 3.360 CN Description 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 91 Weighted Average Pervious Area Impervious Area Page 9 S/4/2009 I I I I I I I I I I I I I I I I I I I W051094-PRE AND POST Type 11/ 24-hr 25-YEAR Rainfall=5.30· Prepared by {enter your company name here} HydroCAD® B.OO sin 002612 © 2006 HydroCAD Software Solutions LLC Tc (min) 5.0 Length (feet) Runoff = Slope Velocity Capacity Description (ft/tt) (ft/sec) (cfs) Direct Entry, Subcatchment P-2: FLOW TO SUFFIELD STREET 0.09 cfs @ 12.10 hrs, Volume= 0.006 af, Depth> 1.08" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 25-YEAR Rainfall=5.30" Area (ac) CN 0.020 0.050 0.070 0.050 0.020 Tc (min) 5.0 Length (feet) 98 39 56 Description Paved parking & roofs >75% Grass cover, Good, HSG A Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ft/tt) (ft/sec) (cfs) Direct Entry, Page 10 5/4/2009 I I I I I I I I I I I I I I I I I I I W051 094-PRE AND POST Type III 24-hr tOO-YEAR Rainfal/=7.00" Prepared by {enter your company name here} HydroCAO® 8.00 sin 002612 © 2006 HydroCAD Software Solutions LLC Page 11 5/412009 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Subcatchment E·l: FLOW TO THREE MILE BROOK Subcatchment E·2: FLOW TO SUFFIELD STREET Subcatchment P·l: FLOW TO THREE MILE BROOK Subcatchment P·2: FLOW TO SUFFIELD STREET Runoff Area=3 .810 ac Runoff Depth>5.81" Tc=5.0 min CN=93 Runoff=25.51 cfs 1.845 af Runoff Area=0.070 ac Runoff Depth>2.02" Tc=5.0 min CN=56 Runoff=0.17 cfs 0.012 af Runoff Area=3.810 ac Runoff Depth>5.61 " Tc=5.0 min CN=91 Runoff=24.98 cfs 1.780 af Runoff Area=0.070 ac Runoff Depth>2.02" Tc=5.0 min CN=56 Runoff=O.17 cfs 0.012 af I I I I I I I I I I I I I I I I I I I W05i 094-PRE AND POST Type III 24-hr 100-YEAR Rainfa/l=7.00" Prepared by {enter your company name here} HydroCAD® 8.00 sin 002612 © 2006 HydroCAD Software Solutions LLC Subcatchment E-i: FLOW TO THREE MILE BROOK Runoff = 25.51 cIs @ 12.07 hrs, Volume= 1.845 aI, Depth> 5.81" Runoff by SCS TR·20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24·hr 100· YEAR Rainlall=7.00" Area (ac) CN Description 3.500 0.310 3.810 0.310 3.500 Tc (min) 5.0 Length (feet) Runoff = 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 93 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftIft) (ftlsec) (cfs) Direct Entry, Subcatchment E-2: FLOW TO SUFFIELD STREET 0.17 cfs@ 12.09 hrs, Volume= 0.012 af, Depth> 2.02" Runoff by SCS TR·20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24·hr 100-YEAR Rainfall=7.00" Area (ac) CN Description 0.020 0.050 0.070 0.050 0.020 Tc (min) 5.0 Length (feet) Runoff = 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 56 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftIft) (ftlsec) (cfs) Direct Entry, Subcatchment P·i: FLOW TO THREE MILE BROOK 24.98 cfs @ 12.07 hrs, Volume= 1.780 af, Depth> 5.61 " Runoff by SCS TR·20 method, UH=SCS, Time Span= 5.00·20.00 hrs, dt= 0.05 hrs Type III 24·hr 100-YEAR Rainfall=7.00" Area (ac) 3.360 0.450 3.810 0.450 3.360 CN Description 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 91 Weighted Average Pervious Area Impervious Area Page 12 5/4/2009 I I I I I' I I I I I I I I I I I I I I W051094-PRE AND POST Type 11/ 24-hr 100-YEAR Rainfall=7.00" Prepared by {enter your company name here} HydroCAD® 8.00 sin 002612 © 2006 HydroCAD Software Solutions LLC Tc (min) 5.0 Length (feet) Runoff = Slope Velocity Capacity Description (ftlft) (ftlsec) (cfs) Direct Entry, Subcatchment P-2: FLOW TO SUFFIELD STREET 0.17 cfs @ 12.09 hrs, Volume= 0.012 af, Depth> 2.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type III 24-hr 100-YEAR Rainfall=7.00" Area (ac) CN Description 0.020 0.050 0.070 0.050 0.020 Tc (min) 5.0 Length (feet) 98 Paved parking & roofs 39 >75% Grass cover, Good, HSG A 56 Weighted Average Pervious Area Impervious Area Slope Velocity Capacity Description (ftlft) (ftlsec) (cfs) Direct Entry, Page 13 5/4/2009 I I I I I I APPENDIXF I STORM SEWER CALCULATIONS I I I I I I I I I I I I 1/ II I I. 1/ 1/ / I A /I ~ ~ I / :;-..... g.i o 10 ,;0 ';:J ~~ ~!:l ~ 8 G 1:; ~~ fi~ ~:--' ~n ~~ .n ~ ~ ~ ~n ,,~ o. :"'0 ~~ I'; " I " " . " ..-----'.~'---If' /u II ) 0 _9 1 I 'j j / v tll-!}!7 / / / xl /" j\ '\ / . I ~ , '\ j j LQ ! ,u " I J 'i' 'i' <!,. ~<!,. !L , \ I I LLI I I I I I I I I I I I I I I I I I , IITLE PROPOSED CATCH BASIN AREAS ) I Rev. Dote Ccmment . BY 1 ~[ . I·'~' r~~[m. 05~~_~lISH[[T ,,\ COUNTY. NASSACHUSmS 'il ~ ~ BOHLER .... ENGINEERING, P.c. CMl &: COHSULTINC [HClNEERS • PROJECT 1oINW:[1I'S • [~"'E"'Ul a: SITE P\.}HNERS • 00 .... Olliee l«Gtians: " l52 TurnpoKr Rood SoulP\borOU9h, W. 01772 ~B.480.9'i1QO fa.: ~1I.480.90&0 • ••. bohirre!19.com Wl/HiOPAl. [HCJ(£[RS - ---- -- --- - -- --- - -- ·Outfan location will be field verified prior to any construction adivity . Existing outlet pipe· 21· Rep, slope and length to be field verified. I I I I I I I I I I I I I I I I I I I APPENDIXG OPERATION AND MAINTENANCE PLAN I I I I I I I I I I I I I I I I I I I STORM WATER OPERATION & MAINTENANCE PLAN McDonald's Corporation 850 Suffield Street Lot I, Block I, Assessor's Map 1-8 Agawam, Massachusetts Construction Phase During the construction phase, all erosion control devices and measures shall be maintained according the final record plans andlor Town of Agawam Department of Public Works specifications as applicable. Additionally, the maintenance of all siltation control measures during construction shall be the responsibility of the general contractor. Post Development Controls Once construction is completed, the post development storm water controls are to be operated and maintained in compliance with the following permanent operation/maintenance procedures (note that the continued implementation of these procedures shall be the responsibility of the McDonald's Corporation or its assignee): • All drainage structures shall be cleaned by the contractor and inspected by the design engineer before being put into service. • All catch basins and associated storm-drainage structures shall be inspected twice annually or after every major storm event. Said catch basins and storm-drainage structures shall be cleaned at least twice a year. Additionally, loose debris shall be removed from within and around all catch basins on a monthly basis or as more frequently needed. Accumulated sediment and hydrocarbons present must be removed and properly disposed of ofT site. • The Water Quality Unit shall be maintained per the manufacturer specifications. • Parking lots and on-site driveways shall be swept at least twice per year and on a more frequent basis depending on sanding operations. All resulting sweepings shall be collected and properly disposed of ofT site. • A record detailing all storm water management system maintenance and inspections shall be incorporated into a Maintenance Log to be kept on site at all limes. RESPONSIBLE PARTIES: McDonald's Corporation Northeast Region 690 Canton Street Westwood, MA 01090 Print Parcel 10: 18 1 1 Owner: SOUTHGATE PROPERTIES LtC Parcel Address: 824 SUfElELD ST Interactive Map BOHLER 1 (,1 EFRING Lucien M. DiShfilino 352 Turnpike Road, Southborough. MA 01772 F~ONE: 508.480.9900 FAk: 508.480.9080 (HL 413.530.1037 O'At~ tdinefano@bohlereng.com www.loftterEn.," •• on9·co," o Date: 4/10/09 299 Page 1 of I 599 Feet I http://hosting.tighebond.com!agawallllpmll.a,,,·~·l11<'1 "] l'~ -0-_ltp%3a%2fOIo2fproj... 411 012009 LMSNrch.... _ + ~ C 'Cz h"p:/~.Moom'Uf~3<"VJ,l2l:_-..~O'~ .... rr~Jl2M45Ml1...-.zt:(JItVxrr<l."1ll"'''''':MTg~JN2I.IMT12I.~ • 0-~- ~ CuJt~lrios ~ ff .. ~ [) ~Sites: .:.) WwbSb..-,y (j ~~ [) 'Mrd:IwsP1e<M I.M! Seardl 668 _ st ag.wam mo ..... ,~ CohcttoM l.oQtuIftt W.tI loc.tJOtl resul~ for 666 autfJeld St, Agawam, MA 0 lOOl ~239S Add to co'..ectIon 1-:lido ... a.ont • S.."d t Popular business: categories: Ap.trnents s.nks T.verns. Bars. Cod:t~(Il.DwtgeS Nitw 80: Used CIIr 0ea1ef'5 CNfd C.re ServICes Florists Ho·.ls a. Motels Mov'~ Tlle~t.rs MaRl" Shopping Centers Rest~ur~nu Browse 011 r.otegories Explore collections CI %Q09 McntMf't I ,"",eq I ~ .. a -"' ........... w.am. fit Or.aioM • ~~"'J" U lMI s..ch "'--.,. + ~Jve.oomi'~lNl!lIlZOZW»J<u.:<fnl'lC<tt>Strf9Jl!X>IzdC4 .. JTdcG<Uo\5ZlYI'_~xJT.s.lI11J.1"",,_g~~JQ4N1t)'OCE ~ o· ~. ~ CWorrittllHt.J :) k_~ a ~~.. Cl webSb...,., [!I ~~ lM! Search 668 suffieiII 51 agawam rna II'''''' '.opl. Colectton. loc.t>ont ".b Loc.t,on result ror 666 Suffield Bt, Agawam, MA 01001-2395 Add to mlle~Oft lo('kc;l.: dlN'Ctr)ns Se ... d to Popular business categones: "pattments ..... 5 Taverns. 6¥s II: COt~·la,' LOut'Ig" N9'W .. Used C.r Dealers Ch ld CInr Serv1ces r:-lI"l\;.ts Hotels" Mote!s M!lVIe Theaters Mlins • Shopp'ng renl." Restaurants Browse ell categories EKplora collections • . 'ImIDM .... 1)'III"rodows _ ......... W~ 6) D-"..::ttoM cohctions" ~ IJrrMs..d\MCIS .. .. -. C ~ . "tiN m'llOJve.com tl"f"lo>JC.VI)'Y2K""IZmZ;:.."W>lJ( ~t1Y9J~w1T~_~<I. T1ll~g:n:r~~JoQl.!:Ml1oI.JQoIN1M"XlE • Cl-J-- ~ """""'".... ;) ~--.... -........ Lj -__ D --D - live Search 688 suffield 51 agawam rna SlU P." coa.cc.n. l.oeatJoni W,b LocatlOtl rn ult for 666 Suffield 8t, Agawam, MAo 01001-2395 Add to toa.ctJDt; l·ddo: d".CftOf'I' Send to populo .. buslrntn categories: Apartments ...... rilY8mJ. &ats " Coclo:t.lllOUnQes New" Used eM Dealen: ChAd C.-e ServICes F-.;rists Hot.ls • Mo'els Movie Th.ate~ Malts .. Shopp/n9 Centers Pe,t~r .. nts 8rowse aU cotogones EMplore colioctlon'S C lOOt Mio'HGft: I PfflKJ I Let- x • ..... ........ .-e D.,,"_ I II c_· [} "'on 'm • H .- f ... ",l \ .. April 6, 2009 Town of Agawam Planning Department Attn: Pam Kerr 36 Main Street Agawam, MA 01001 Re: McDonald's Restaurant ·868 Suffield Street Agawam, MA Dear Ms. Kerr: • 352 Turnpike Road Southborough, MA 01772 PHONE 508.480.9900 FA X 508.480.9080 Enclosed, please find twelve (12) copies of our preliminary site plan for the referenced project, and allow this submittal to serve as our request to be placed on the agenda for the April 21'" staff meeting. I '-(711 The project consists of the demolition of the existing McDonald's on Suffie ld Street, and construction of a new McDonald's within the same shopping plaza, but relocated to the northeasterly comer of the site. As part of an ongoing effort to improve their existing restaurants, the owner of this particular location has opted to use this opportunity to completely redevelop the existing site, rather than revamp the interior of the existing building. Upon reviewing the enclosed plans, please feel free to call us with any questions. In the interim, we look forward to further discussing this project at the upcoming staff meeting, and are pleased to be part of this investment in the community. Sincerely, BOHLER ENGINEERING Matthew D. Brook Cc: Adam Guilmette, McDonald's (Email) W051094 Ltr Kerr 04·06..()9,dllC OTHER OFFICE LOCATIONS: • Albany, NY $18.438.9900 • Purchase. NY 914.251.9800 • Ronkonkoma. NY 631.738.1200 • Warren. NJ 908.668.8300 • Center Valley. PA 610.709.9971 • Chalfont, PA 215.996.9100 • Towson. MO 410.821.7900 • Sterling. VA 703.709.9500 • Warrenton, VA 540.349.4500 • Bowie. MD 301.809.4500 • Fort Lauderdale, FL 954.202.7000 CIVIL AND CONSUlTING ENGINEERS. SURVEYORS. PROJECT MANAGERS. ENVIRONMENTAL CONSULTANTS. LANDSCAPE ARCHITECTS www.BohlerEngtneering.com \ \ -' \,,/ .. , \ \/ ~ .....• ,,--,/ -- .. ~~ /----- \ / 15.0' / I r 12.0' ANY PERSON IS PRO",IBITD FRClM A_ TERING ANYTHI~G ON THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICA liONS. UNLlSS II IS UNDER THE WRITTEN DIRECTION OF A L CE~SED PROFESSIONAL E~CINEER OF THE FIRM. N F,E EVENT SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL E~GINEER OF THE FIRM MUST SIGN. SeAL, JATE, AND DESCRIBE THE FULL EXTENT OF THE IILTERilTlON ON THE DRA,'1~NCS AND/OR IN THE SPECIFICATICNS. ,-\ //~. ~-r-----------.A': PROPOSEO WcOOiALO'S 4H7 PROTO RESTAURAIIT 3,886 GROSS SF / 3,662 NET Sf 74 SEATS \ \ \ \ \ \ \ ® \ \ \ r-~-I",."--'''''-+-!!'ID.",0'-f_--'20''!o.'''-0'_-I'-----'.18~.OL'_-l /' --------------------- _---"75'-" FRaN, YARD smACK ------------------- i I I \ \ • c-----iIOtJ.-OI+----+------OI-t-------OH-II----__ Df+-----__ A / '/ -;/ { /1 ! '; , ,j" :i II i I ", ! ~ 1 -.1:!l---t-~-- , 1---- \ \ , . ----- - -. -- -- - <= ,> ';" r--".. , ;-""-~ ;W ------=--.. ~" --~, " I, -, .i L I ,I 'i 'i ., : , -< ":' " " -I " I J ''-, I , , , ! , "'-! '~ ! , Ij I if 11 / I~// A ....... : • " I 11-:: - I iI " II ~ II II II II ·,ft 0" !~~ N~U ? , .~ • --L J ------------11 1 '--- --'-- , I - ----.-.~------,-~--"~,.---"-,- I ----------"-----/_._._- , , i --- i DJo , -'---.-.-------~---i : .--i--.---- ! . '--"-,,-.. --.~-----.. ----'----.----------"-- ------------i.-.- -I -~ -----------"'===========~=~==== iii • ---'.H-II-----1I-----! -----C~I----------__ O~· ----_______ H-----______ __ -011 ol+-I -------jr'----<+'---CH-II-------------O·H-I'--______ _ GRAPHIC SCALE CONCEPT NOTES: 1. THIS PLAN REFERENCES DOCU~ENTS AND INFOR~ATION TAKEN BY A PLAN TITLED "ALTA/AC5M LAND TIlLE SURVEY" PREPARED BY CONTROL POINT ASSOCIATES, INC" JATED JUNE 30, 2006, SCALE: 1"~20'. 2. THIS CONCEPT WAS PREPARED STRICTLY BASED UPON INFORMATION IDENTIFIED ABOVE. 3. -HE CONCEPT REPRESENTED HEREIN IDENTIFIES A DESIGN CONCEPT RESULTING FROM LAYOUT PREFERENCES IDENTIFIED BY OWNER COUPLED WITH A PRELIMINARY REVIEW OF ZONING AND LAND DEVELOPMENT REQUIRE~ENTS AND ISSUES. THE FEASIBILITY WITH RESPECT TO OBTAINING LO:AL, COUNTY, STATE, AND OTHER APPLICABLE APPROVALS IS NeT WARRANTED AND CAN ONLY BE ASSESSED AFTER FURTHER EXAMINATION AND VERIFICATION OF SAME REOUIREMENTS AND PROCU1EMENT OF JURISDICTIONAL APPROVALS. 4. THE CONCEPTUAL PLAN IS PREPARED FOR CONCEPTUAL PRESENTATION PURPOSES ONLY AND IS NOT INTENDED FOR UTILIZATION AS A ZONING AND/OR CONSTRUCTION DOCUMENT. THE EXISTING CONDITIONS SHOWN HEREON ARE BASED UPON INFORMATION THAT WAS SUPPLIED TO OUR OFFICE AT THE TIME OF PLAN PREPARATION AND MAY BE SUBJECT TO CHANGE UPON PERFORMANCE OF ADDITIONAL DUE DILIGENCE. ZONING ANALYSIS TABLE ZONING DISTRICT: INDUSTR~L B (RESIWRIoNT PER~IffiD) (DRWE THRU BY SPECIAL PER~iT) -- ZONE CRITERIA REQUIRED EXISTING PROPOSED MI~iMUM LOT AREA 43,5&0 SF EXISTING UNKNOWN PROPOSED UNCHANGED MINiMUM FRONTAGE 100' EXISTING U~KNOWN PROPOSED UNCHANGED IoINIMUM FRONT SET8ACK c-75' 52.2'± mCH EXIST. I.I~'MUM SIDE -SET8ACK 25' E~S·ING UNKNOWN THO MINIMUM REAR SET8ACK 25' EXISTING U~KNOWN >25' I.4AXIt.lUN BUILDING HEIGHT 40' EXISTING UNKNOWN 21'-4" PARKING SPACES 50 MIN, (I) 25 II (2) PARKING cmTERIA (9"18') - I (v) VAmANCE R£OUIRED (I) AT LEAST 50 PARKING STALlS ARE REQUIRED FOR DRIVE TfRU USES, (2) PARKING REOUIREMENTS FOR SHOPPING CENTER NEED FURTHER INVESTIGATION TO DETERMINE IF PRDPOSED PARKING IS ADEQUATE, OR IF REUEF IS ~EEDED. SUMMARY OF PARKING IMP ACTS: -EXISTING PARKING STALLS TO BE REMOVED: 13, -PROPOSEU PARKING STALLS: 98 A NET LOSe or 36 PARKING STALLS IS ANTICIPATW WITHIN THE LIMITS or WORK REQUIRED TO DEMOLISH THE EXISTING McDONALD'S AND CONSTRUCT THE NEW RESTAURANT. FURTHER DISCUSSIONS ARE NEEDED TO DETERMINE IF THE McDOI!ALD'S AND SHOPPING CENTER ARE IN COMPLIANCE WITH CURRENT PARKING REQUIREMENTS. PlJ\N SCALE: 1 "=2D' STREET ADDRESS SUFFIELD STREET (AKA ROUTE 75) IPFIELIMINAFlvl ( IN FEET 1 inch = 20 ft. BOHLER ENGINEERING, p.e. CIVIL & CONSU_TING ENGINEERS • PROJECT M~NAGERS • ,NVIRONM,NTAL & SITE PLANNERS • PlI, • ~elville, NY CONSTRUCTION CHECK DAE Other Q-rice Locations; I I VA • NJ PROJECT Ne: '111051094 , Southborough . 01772 008.480.9900 fox 5C8.480,9080 WVlW .bohl~reng. com • MUr--.ICIPA_ I:::NGINEERS • NY I CAe I.D. H: '111051 094sbcg 1 J .A . KUCICH PROFESSIONAL ENGINEER MASSA2HUSfITS LlCENSF No, 415,'0 CONNECTICUT LICENSE No. 26177 TCWN AGAWAM COUNTY HAMPDEN COUNTY STATE MA REGIOI,AL DWG. ~O PLAN DESCR PTION 00-0000 SU RVEY BASED CONCEPT PLAN if> r Z W :;;; ::;; o () r z w :J o rt' W "- o w (J) > W cr: w ~ o w cr: '" I -< ;<; <.:0 (f) STATUS r'RELlk1INARY PLAN CHECKED A;;-tJUILT r:lRAWN BY: CHECKED BY: DATE: SCALE: SHEET NO. z o ~ '" ° '-Z ",0 ° iii u ~ f:11~ ow :;;! CL I 0> N n Z;z f-Ow Z W ca ~ 0 lil :ZO::::.:Jg:ca l.L. 5: ..u en 1--- ocr'" W I---Z ~~(f)2 w « z ("-.j ~ ~ ~ < 0 er: Q I---U o cr: -« 0 0 '2 Z,OI w ;: '" 0 w tJ e;; :::l o ",0 z '" Q~ ~ er: Ow "-m °1 w 0 :.;, z " ~ ~ ~ GO "' Z 0 :5 z "-<{ W if, w I I- (J) 0 o o '" f--(f) '-<J >: Vl (f) w w o lit: c:::: (I LL C o < VJ W cr: '" ~ z ::..:> [f) z C) (f) i o o '" o I-~ '" w z z o '" u 0 DATE PY xxxx xxx XXXX xxx xxxx xxx X MDB J.ilK 01/:)2/09 AS SHOWt\ @CJ{J OF I w , l~ o . 00 (f) a a '" U1 '" \ /I ,/ / .- ASPHAlf [)RIVEWAY ASPHALT CURB ASPHALT DRIVLWA'I' ~ ME~U BOARD CONe. WAll K 12~'~ G 1'1;)' CONC MAT CONG. CU,B LS.A. ~ TRASH ENCLOSURE ,.. I I 11;·1~ I I I i l II ~ §I I I • I I I I I I I ll5.~~ 1); :Z">" BeLlARD (IYP.) ~ \~~ . .4\ GRASS":, '\ /REA SAN. MH \ RIM= 124.55 iNV: 118.75(A) I INV=11 8.05(8) I STORY MASONRY BUllD'NG ""'OONALO'S RESTAUIWJT" ,', " ~; ~I " 0 , I " I " I " I 290,00' ASPHALT \ \ PAI'EMENT . _ CO NC. CURB ClEAIWlCE BOOM ~ ~~ w/lAMP _~ ~ 15 ,,0' C:~~~~~~1 SPEED BUMP ~ T I SIGN I'ANOICAP PARKING" "-, 11_5_04 ... z ::J a a '" '" '" .951'r \15.31 " --~ ~ ~- -- 11j.75 15" Rep. T ·2.3.48 I.iO.08 -.... - h /2D\ --, ~ , --124.0.) , -- 125.28 --- ----12J.7J I h~ ----. "¥ 11 ~ 00 11' PAINED WHITE L~ES .OJ t~--------~------ ~ -----1 -----z PAINTED WHIT[ UNES I ASPHAlT CURB MAP 1-8 BLOCK 1 LDT 1 N/r LANDS Of SOUTHGATE PROPERTIES, LlC 8K 10590, PG 177 PARCEL I CONC. ASPHALT MON. FOUND CURB ----123 ---- X 123.4-5 X [t-' 11J.-'Ib X G 1;2.9:' ~ WV M cv ,'1 --OH-- --rl-- LEGE ND EXISTING CONTOUR EXISTING SPOT ELEVATiON EXIST. TOP OF CURB ELEVATION EX 1ST, GVTTER ELEVATION HYI)f.?ANT WATER VALVE GAS VALVE OVERHEAD WIRES APPROX. _OC. U~DERGROUND GAS LINE / " / SAlNT ,JACQUES A' F =tL!ii<:.. -----E/T- --w-- APPROX, LOC. UNDERGROUND ELEe. & IfLE LINE APPROX. LOC . JNDERGROUND WATER LI NE =--==- ---~, • o = UTILITY POLE UTILITY POLE/LIGHT POLE GUY WIRE GAS MET[R PAY PHONE SIGN BOLLARD GUiDE RAIL !'REA L1GJ,T PA.lNED ARROWS LSA. LANOSCAPED AREA CL currER UNE PARKING SPACE COUNT TITLE REPORT EXCEPTiON LOCUS MAP <C 2004 DeLorm~ Street AJl.2S USA NOTES: 1. LOCU S KNOWN AS LOT " BLOCK I, MAl' 1-8, AS SHOWN ON THE TAX ASSESSOR'S MAP OF THE TO!fIf'J OF AGAWAM, I tAMPDEN COUI~TY, COMMONWEALTH OF MASSACHUSETTS. 2 _EASE AREA -7.3,950 SF OR 1.698 p,e. .\ I OeMION OF U~DERGRJJ,m UTILITIES ,\R; APPROXIMATE. A I 'OCATIONS mD SIZES ARE BASED ON UTIU TY MARK-OUTS, /\80VE GRCUND STRUCTU,~':::S THAT V/ERE VISIBLE & ACCESSI8:..E I\J n -E FIELD, A,ND THE MAPS AS _ISII'n IN TH :: REFEREr-...CES AVAILIl.BLE AT THE TIME OF TH E SURVEY. AVA. LABLE ASBUILT PLANS AND UTILITY MARKOJT DOES NOT ENSUI~L MAPFING OF ALL U\JOERGROJND UTILI TIES AND STRUCTURES. EEFORE ANY EXCAVATlOr--J IS -0 3::CIN, ALL 4 5. U~)ERGRO JND J TILITIES SHOell!: L1E veRIFIED AS TO TH EIR LOCMION, SIZE ,INC TYPE B Y THE rROP':R lTILITY 2~MPANIES. CONTROL P QI,~T A.SSOC IA-ES, INC. DOF'~ ~Ol GUARAN TEE THE UTiL TI ES 51-OWN COMPRISE ALL SUCH UTiLITIES IN THE AR EA EITI-ER IN SER VICE OR ABANDCNED. IIIIS PLAN IS BASED ON INFORMA Tl ON PROV1DEO BY A SURvEy PRI:J--'Ar~rn iN THE FIELD By CON TROL POIN T ASSOCIATES . INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON. TillS SURVEY IS PREPARED v>'TH REFERENCE TO A TITLE REPORT rRErARCO LlY CH ICAGO TITLE INSURANCE COMPANY, KSK FilE NO. 142P-51, WITH AN EFFECTIVE DATE OF 06/30/06, WHERE THE FOLLOWING SURVE y Rl LA 1m EXCEPTIONS APPEAR IN SCHEDULE 8 , SECTION 11: ® ORDE:R Of TAXING By THE TOWN OF J\GAWAM r~OR HIGHWAY PURPOSES IN BOOK 3451, PAGE 230 -~IGHT c r WAY OF AGAWAM STREET SH:JWN, DOES NOT AFF::CT LEASE AREA; ORCER OF TAKIN C IlY THE TmVN OF AGAV,iAt,.1 F'OR HI G"'WAY PURPOSES IN BOOK .3508, PAGE 40 -DO ES NOT AFFECT LEASE AREA, NOT SHOW'I; W'ESTERr>.J MASSACHJS:...IIS ELECTRIC COf/PANY AI\C r~Ev\' ENGLAND TELEPHON E AND fELEGRAPH COMP AN Y EASEMENT N BOOK .3531, P,\GE 205 --_OCAIION VAGUE, UNA.BLE TO PLOT, NOT SHOWC,; @ ORDER OF TAKING BY TI-E TOWN OF AGA'WMI FOR HIGH WAY PURPOSES IN IlCOK 7014. PAGE 255 -OO;::S NOT AFFECT lE,'SE AREA. NOT SHOWN : 6. BY GRAPHIC PLOTTI NG ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING.) PER REF. H2. 7 EI [VATIONS ARE BASED UPON DATA PROVIDED BY rHE ENGINEERING DFPAR I'MENT OF THE TOWN OF AGAWAM, REFERENCE MON. 123, ELEVATION = 126 48. 8 li tE OFFSETS SHOWN ARE NOT TO BE USED FOR TH E CONSTRUCTiON 01 ANY STRUC TU RE, FE~(E, PERMANENT ADDI TION, ETC. ASPHALT CURB 1== l.. . .J G 12\.2 1 , 'I l' __ ~ __ ~ ________________ 2~'~9,,=r:======N=0=9='=1=1='~4=2='='E===,;;;""Z!~ti=:1~~\'·~=~,,:y,r""~==~~~~;;;;'='=·"=-====I=~r~~1=2=5:====<~,.=,irP;;,O::;,;'B~"~~TgS,,;\~;;J;,,··riZ=~===========.;.TCll;G-;:;V2~):;;.j7q~==~~===l.=S.A=·==~;;t! ________ D~~~~ _______ :_~ _______________ _ ======'----====-'--=~~~=:8..::~,:,SAilio·~~'--"~~"~2.;,,·'=·=~"-~-~=AS==PIW.=-=-T=-W_R-,8====-_-,====~8--=~~~~~--==1=~~_===_-==T~~~l~~1:,'.IC-;5~===,,----===>,~iJ~~~=AS~~_P"HAL~-~T~~~~~::~B~.~,;:-~-~-;;;,:-w-____ '1/_ _ _ . __ w-____ w_ _ _ _ "1 -_ _ _ w-~~[~L~£,II' ____ -~'fI'- 4.30.+7' 11:;63 REFERENCES: 1. THE OFFICIAL TAX ASS~SSOR'S MAr OF IHJ:: TQWI\I OF AGAWAM, HM.PDEN COU "-lTY, COMMONWEALTH OF ~/ASSACHUSETTS , SHEE TS ,#1-7 &. 1-8 STORM MH R1M=l Z~'.47 I~N ::= 1; 7.52(A} '"V= 117.37(B) t------'11-----W ' .,,, SaUD WHIT[ U;;?---__ , ~ STORM MH --/ ----...::: _ 8" SAN. ----'II'-f>B<t1------w w -. =.:t!.-W W-----w---:r -w-l-I--w-----w-R.lM=..l..21,)'Lw," __ -r-i;8 INLET Lon --___ ---------~::::,;: ----I I' lNV=116.84(A) /1/'" GRT=12J.92 APPROX.LOC.UG.8'WAT£R PERREr.¥S--- OOUBL£ YELLOW LINE S---___ (j 1t'N=118.J9(8) ~ INV=12Q.1 2 (NOT FJELD VER!f1EO _ SEE NOfE 3) SOUD IIHITf LW[ ,APPIW>:, LOe U.C. 8" WATER PER REF 16 , (NOT rIEL~ \o!:Rl fiED . SE NO l l 3) (A1ANDON~ PER REF. j6 2. '~AP EN TITLED "NA,TlONAL FLOOD INSUi~ANCE PROGRAM, FIRM, FLOOD INSURAI\CE R;\TE MAP, TOWI\ OF AGAV\'AM, HA,1,1PIH-'l COUNT'r', PANEL 2 OF 2", COMMUNITY-PANEL NUMCIER 250' 33 0002 A, ~AP REVISED, FEBRUARY I , 1978. METES ANO BOUNDS DESCRIPnON McDONALD'S CORPORA liON LE ASE PARCEL PORTION OF LOT 1, BLOCK I TOW~ OF AGAWAM HAMPDEN CDUN I Y. M.A.SSP.,CHUSETTS EECINNING 1\ T 1\ POINT IN ,"-IE WEST£~LY liNE OF SliFFiElD STREET (?JBLiC, 60 =-OO T WliJ~" S,AID =::) NT BEING SOL TH 09 CEGREES -11 M ~uTES -.:..2 SECOi..;DS \\'E5-, :... DISTAr'JCE fJ~ 4.30~47 FEET FROM A CONCRETE BOUN D AT p, POI~H OF CURVE H,~\VI NG ~ .30 .00 FOO: RADIUS tIT THE SOJTi-wr::STERU' CORN[R OF THE Ir"T[RSrCTION or ~,AiIJ SJ-F IEl.-C S,REE T M~~ ~)il 'kH STRE~T. T-ENCE FROM SAID FOINT OF BE GII'>j\jINC THROuGH TH e. LANDS OF SOUTHGP',TE . PROf'r~I I['S LLC AS J::SCRIBED IN BO CK 1C690 OF CEEOS AT PAGE 177 TH E FOLLOtllN C THREE (3) COURSeS: I. 2. 3. 4. NORTH 80 DEGREES -48 MINUTES -18 SeCONDS WEST, .• DISTANCE OF 255.00 FEET TO A POIN T, THENCE; SOU TH 09 DEGREES -11 MINUTES -42 SECONDS WEST, A DISTANCE OF 290.00 FEE T TO A POINT, THENCE: SOUTH 80 DEGREES -48 MINUTES -18 SECONDS EAST, A DISTAN_CE OF 255.00 FEET TO A POIN T 0'1 THE AFOREMENTIONED WESTERLY LIN E OF SUFFIELD STREE , THENCE; ALONG SAID WESTERLY U\lE, NORTH 09 DEGREES -11 Mlt~LTES -42 SECOt-,OS EAS-, ,~ DIS T.~:--JCE OF 2JD.CO F~ET TO THE POINT AND J_ACE OF 8EGINNI~jG. COI,TAINING 73,950 SQl ARE FEET OR 1.698 !'.CR ES S l;FFIELD ST REET (PUBLIC -60 ' WIDE -1969 TO WN LAYOUT) GRAPHIC SCA LE ( IN FEET inch = 20 ft ® TH£ C:)t,l.IAQNW!:"l.Ti-1 or ..... ~$\.CHUSETTS REOu RES :-'()ll,OTIO'l 91 EXOi""TOPS. OCSKiNERS. a~ .-.NY P!:RSON F'F'!EP"-Rf'IC ro Clsn~E r~[ !:~'lTII'S :;IJ~fAt:~ 1I~'fYjH~R~ IN Ti'E: eOM...:lr .... II€Al..TI1 UTILITIES: THE FOLLOWING COMPANIES 'IIERE NOTIFIED BY Tr E M~.SSACHUSE TTS DIG SAFE SYSTEM (1-888-344-7233) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING TH IS SITE. TH E UND[I~GROUNO U nUTY IN FORMA 110N SHOWN I-I[I~EON IS BASED UPON rHl UTI UTr COMPANIES RESPONSE TO THIS REQUEST. SERIAL NUMBER(S)' 20062402567 lIT!! ITt COMPANY VERIZON COl<CAST BAY STA -E CAS '~~STERN MA.sS ELECII-\I~_: co TENNESSEE GA.S Plc'ELINE CO ON T~'l::;eT LOCATlt"'; PHONE N\1\:lAER (751) 8 49-6311 (60]) 695-1 457 (L..13) 781-9200 x22S3 L..1 3) 787-£'039 413) 786-5183 86J) 555-7717 3. MAP EN TlTLED "BOUNDARY SURVE Y. SOU THGATE SHOPPING PLAZA, SUFFIELD AND SILVER STREET, AGAWAM. MASSACHUSETTS, FOR GASTOWN INC .. 622 STA TF sr, SI "lD. MASS."' PREPAR ED BY SMITH & WALLEN, DATED: JUNE 1971. FilED IN fHE HAMPDEN COUNTY REGISTR Y OF DEEDS ON AUGUST 20, 1971 IN PLAN OOOK 129 PAGES 119 & 120. 4. MAP EN-ITLED "L.<ND OWNED BY J.L. ZERRA. SILVER STREET, AGAWAM-MASS," PRE PARED By DURKEE. \IV-liTE & TOWNF [NGRS. DATED: SEPT 1952, FILE D IN TH E HAMJD::'N C;OJN TY REGIS-RY or DEEDS ON APRI_ 15, 1960 IN PU\ ~ BOOK 75, PAGES 68 & 69 5. MAP ENTiTLED "M CDONALDS SOJTHGATE PL,4.ZA SUFFIELD STREE-,A.3AWAM f,.1!'\ PA3:: SP -1" PR E'ARED EY MeeONALes CORPORATI ON, DATED: APRIL 28, '981, LAST REVSED FE8RUARY 2, I 995. lH gHI S S\([R '45R iilofS' coo 14 P Eiffiffi II:ifXP I ~D RH E' LfflEL~ J:J ~D8lR! ~ 'IS 00 ~/ERVI SHi)1\ W~ till-T!J" lW ~ gr: S T BA'fE~ vvJ>1~w ,.~.@t Il+L!I;Ece~il AIJl!01R'\i'1l1~' ;',JIIlI'MM'VSr A~~9E'I'll'fll'li0~ IR E~'1'1§R AL'l'A~A:;~E~A'NDAC1'tETf£lJh~Ufl,A~Y"i\M'jDfRf'5TAOLISHED A.\,O ADOPTED 8 Y ALT!', AND NSPS " 2005, AND INCLUDeS ITEMS 2, 3, 1, 5, 8, 9, 10, I I(A.) & 13 OF fABLE A IHFRFOF. PUR SUANT TO THE ACCUf~ACY STAN DARDS AS ADOPTED By AUA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION , UNDERSIGNED FUR THER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH or MASSACHUSETTS. THE m I A IIVI POSIIIONAI ACCURACY OF THIS SURVEY DO ES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. rvOT A \/ALID ORIGINAL DOCuMEtn U">.JLESS EMBOSS::D .. JIT-j RAISED MPRESSION OR 8LLE INK SEAL 10-16-2006 GREGORY S. GALLAS DATE f.v'lSSACHUSETTS P~OFESS IONA'" LAND SVR'/Ev,:'R V'0762 ....... , .... " ::::::;-- REVISE WII f--j RECEIPT OF T -LE J,e,s lO-'6-'J6 ---".""._--_.--1 ---1 VI.P.H No. DESCRIPTION o=-R ~ SIO/\ DATE Fl::LC DATE ALTA/!>'CSM LMJD TITLE SURVEY 6-21 -2005 m FIELD !jiXIl( M:l. PLv/ ~-----i c~ona*~ FIELD 8001< PC.. McDONALD'S CORPORATION 868 SUFFIELD STREET PORTION OF LOT 1, BLOCK 1 TOWN OF AGAWAM N/A Lie # 020-0136 HAMPDEN COUN TY, MASSACHUSETTS MD.B. (<») ~?l~(7c~9~ E~?l~l "" 35 TECHNOLOGY DRIVE NEW BRlrAIN CORPORATE CENfER WARREN NJ 07059 1600 MANOR ORNE. SUIT£: 120 • CHALFONT, PA. 18914 908.668.0099 • 908.668.9595 FAX 215.71 2.9800 _ 215.71 2.ga02 FAX W.P.H. DATE SCALE FILl: flO. oW(;. NO. J.D.B. 6-30-LUOl "'=20' C06238 1 OF 1 , I I , . / / ' , , \ - ./ ,/ " ./ ./' \ t1 " ,/ , , (::.,/ /~. --- " ,,~-------' /~ 15.0' 12.0' , -1-(--""'----1--'-""-1--111 ~ .. \ '/ ~ .' \, .. '. " \ \,,/ / PROPOSEC WcOONALD'S 45-87 PROTO RESTAURANT .!,88. G~ Sf I 5,662 HrF Sf / 7. SEATS / , ~ \ ' .-' .-' \ .' ., \ .-' // / 1 , 10.0' 20.0' 18.0' I~-=-+-'-""'----j-------""''----I-~-I .j -' ~---....,." .@) ~ ,'(' :--<.--. .------- ,.;- " . :, I , " , " I; I: ; ! , , '~"" ~"-I 1·· I·t --- ~r----- , . i" , , rt----- t r------,--- ,,'--------- --- \ -·'· .. ---1 /, "-~."l II, ._' '-! ~fllVE IHilU It· -. ---------, ----.--~- ... ~-" .. -- ---.' .-... - •.. ,,-,~-~-. ----- -"-." ~--., ---1n .... _c.:::.-:"· -'-.- '--"----' --.. ---", ,--- ---.--- ..... -- -" -. -. ---------or ._--+----- J .. _._-----_.--1------ i : ------.. -.-.... ~------, 1 , 0+0 -----.----... --.--~~ __ --_0- i -----i--- I , .... _-----.. -.. __ ." -..... . i --.. , ... -----... .1- I i .. ------------1--- I I ... ----+----- I -"-'---'i I -'1'- -'--'-'. ·---------· .. ···f···--- i I .-----'"'----.. --..... -~--+--.... -,'--',_."."",.- -------1 ----I ..... -j ! 1 I .. ' .. '-1- ~~-~~~-i---- --+ CO~CEP T NOTES: 1. THIS PLAN REFERENCES DOCU~ENTS AND INFORMATION TAKEN BY A PLAN TITLED "ALTA/ACSM LAND TITLE SURVEY" PREPARED BY CONTROL POINI ASSOCIATES. INC., DmD JUNE lO, 2006, SCALE: 1"=20', 2. THIS CONCEPT '/lAS PREPARED STRICTLY BASED UPON INFORMATION IDENTIFIED ABOVE. 3. THE CONCEPT REPRESENTED HEREIN IDENTIFIES A DESIGN CONCEPT RESULTING FRO~ LAYOUT PREFERENCES IDENTIFIED BY OWNER COUPLED WITH A PREU~INARY REVIEW OF ZONING AND LAND DEVELOPMENT REQUIREMENTS AND ISSUES, THE fEASl8lL1IY WITH RESPECT TO OBTAINING LOCAL, COUNIY, STATE, AND OIHER APPLICABLE APPROVALS IS NOT WARRANTED AND CAN ONLY BE ASSESSED AFTER FURTHER EXAMINATION AND VERIFICATION OF SAME REQUIREMENTS AND PROCUREMENT OF JURISDICTIONAL APPROVALS. ~. THE CONCEPTUAL PLAN IS PRIJ'AREO FOR CONCEPTUAL PRESENTATION PURPOSES ONLY AND IS NOT INTENDED fOR UTlLlZAnON AS A ZONING AND/OR CONSTRUCTION DOCUMENT. THE EXISTING CONDInONS SHOWN HEREON ARE BASED UPON INfORMATION THAT WAS SUPPLIED TO OUR ornCE AT THE TIME OF PLAN PREPARATION AND MAY BE SUBJECT TO CHANGE UPON PERfORMANCE OF ADDITIONAL DUE OlliGENCE, ZONING ANALYSIS TABLE ZONING DISTRICT: INOUSTR~L 8 (RFSTAURANT PERMIII [Uj (O"M: THRU BY SPEcw. PERtJ~j ZONE CRITERIA REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 43,560 Sf E~STIN" UNKNOWN PROPOSEO UNCHANGED --NI~MUM fRONTAGE 100' EXISTING UNKNOWN PROPOSED UNCHANGED NI~IMUM fROIIT SmACK 75' 52.tt MATCH EX5T. MINIMUM SIDE SETBACK 25' EXISTING UNKNOWN rno t.jINJIAULI REAR SET8ACI( 25' E~STING UHKNOWN >25' NlXlWlJj BUIlDING HEIGHT i(]' [~STING UNKNOWN tl '-,,~ PARKING SPACES 50 Mill. II) 25 33 (2) PARKING C~TERIA (9"18') - (;/) VA~AHCE RECUIRED (1) IT LEAST 50 PARKING STALLS ARE 1EOUIRED FOR ORNE THRU USES. (2) PARKING REOUIREJjENTS fOR SHOPPING CENlER NOED fURTHER IHVESnGATIOH TO DETERWlIIE If PROPOSED PAlIKING IS ADEQUATE, OR If RELIEf IS HEEDEO, SUMMARY OF PARKING TMP ACTS: -EXISTING PARKING STALLS TO BE REMOV£O: 134 -PROPOSED PARKING STALLS: 98 A NET LO;S OT 36 PARKING STALLS IS ANTICIPATED WITHIN THE UMITS OF WORK REQUIRED 10 DEMOLISH THE EXISTING ~cOONALD'S AND CONSTRUCT THE NEW RESTAURANT. fURTHER DISCUSSIONS ARE NEEDED TO DETERMINE IT THE McDONALD'S AND SHOPPING CENTER ARE IN CO~PllANCE WITH CURR£NT PARKING REQUIREMENTS, ~'~'~o~O ~O~'~"~'~~"~'-~"~='=o==.~ _ _ ____________________________________________________ ~~~~~~~~~~~~~~~~~ '" • b---M-O~---t_------O~II-------O~II-___ _ • -.. _,--,-, . _.-._--'"-, .. "-... _-----... -O'~II----___ OI~II----t-------011.-------011+11 ____ _ -0,1+"-______ ~ . O'I+"-----b--tf------O~'I---_____ o,~,,-___ _ GRA PHIC SC ALE IPBELIMINABVI 10 W 40 00 ~ ___ '-----1 .... liIiIiIiIIiii_:~~~1 ( IN PEET ) 1 jnch -20 ft. BOHLER ENGINEERING, P.c. CML & CONSULTING ENGINEERS • PROJECT MANAGERS • ENVIRONMENTAL & SITE PLANNERS Other Office Locations: • PA • NJ PROJECT No: CONSTRUCTION CHECK CHECK WOSI094 Southborough , 01772 50S. i80.9900 fo, 508.480.9080 www.::ohleren g.com • MUNICIPAL ENGINl::ERS ,NY CAD 1.0. I: W051094sbcg 1 J .A. KUCICH PROFESSIONAL ENGINEER MASSACHUSETTS UCE"SE No. 41530 CONNCCTICL.T LICENSE No. 261 77 n r-r-r I \,tr;:: n .'; '. '. '", ".'" ",,/ APR 0 7 2009 "'" ". '-<:"" """'-.;, P·, .\ ." .. -, '.J',' 'U ~ ".i ~-._~ •. ' i '", ,j '_', .'" i..J ?d 'o" '., i ,;,_i w"" I \i \ f'LAN SCALE : 1"~2 0 ' STREET AD DRE SS SUFFIELD STREET (AKA ROUTE 75) TOWN STAT[ AGAWAM MA COUNTY HAMPDEN COUNTY REGIONAL DWG NO PLAN DESCRIPTION 00-0000 SURVEY BASED CONCEPT PLAN if) --' :; o a:: "-Q.. « z 5 "- if) f- Z w :::. :::. o (;) f- Z w :i (;) a:: w Q.. o w if) ~ a:: w ';;: o ~ o w n:: ::> a w 0:: N ~ w n:: ::> ';;: Z <.') (j) STATUS PRELI MINARY PLAN CH FCKED AS -BUILT RAWN BY: CHE CK ED BY: DATE: SCALE: SHEET NO . DAT E xxxx xxxx xxxx (j) w tj l) n:: ~ 0 LL 0 o « BY xxx xxx xxx x "DB JAK 01/02/09 AS SHOWN ©~Il OF 1 .~ MAP 17 BLOCK 1 LOT 8 N/F LANDS OF PANANAS REAlTY, INC. BK. 14486. PG. 157 ~~, '-I, BI-:~O"- MAP 1-8 BLOCK 1 LOT 1 \ \ LANDS OF SOlITHG:ATE PROPERTIES, LLC \ 1 0690, PG~ 177 PARCEL 1 \ lEASE AREA'(~~~~~ unr(N LINE. 42,875 SF "!V' .... ACRES) /' /' /' /' PROPOSED IS' X li)' COHCJI£1I IlAT P1IOPOsm 5' CONCRETE S'OOIAlK PROPOSED COI«:RETE, CURB (TYP) GRAPHIC SCALE IN FEET) 1 inch = 20 f t. r PR(J'POSED COIICRETE /' PROPOSED TRUIICAn~ SYSL @ o CURO (TYP.) /' , /' /' " CONCRETE CURB '-..... -1. (TYP) POlE PROPOSED fLUSH SCORm CONCRETE ISLOIjD (TYP.) • PROPOSED 10' X JlIl\iI'l 69' C\JICRElE WAT PROPOSED TRUNCAlEO OONES PROfOSEO""",- @ o o i@ -------PROIPOSEo 6' WIDE COHCRrTr SIDEWALK PROPOSED OO£R DlRECnONAI. SK>N LEI'! TURH" SIGN PROPOSED ruJSH SCORED CONCRETE r.;[.ANIJ CONCRETE WALK /--__ PROPOSED ADA PROPOSEII BlTUWINOUS e..:: COHCRETE 'AVEIIEN! (TYP.) \ f' PROPOSED SIGH .~ ) y ---------- --------~P.~WMro~~~~U~O~W=~·------------------------- PIIOf'OSEI) CONC~ETE, CURB -----~.-'-<:::::: "- \ ---1 I I - 4" SISL LpROPOSEO ruJSH SCORED CONCRETE ISWIII CONCREIE CONCRETE CURB (lYP) Jf-PROI'OSEI flUSH 5C()R[Jl COHCI!£lE HOT ENTER" ISlANO ~~~~~:::=---i-::;~S~: "KEEP S~H (TYP Of 2) ~GHl" SIGN (R4--7) n UW~ Of PROPOSED <;V ~~~!--1r---il:;~~ ro~EC~ ___ PROPVSED COIICR£![ CURB (TYP) PI!()f'()SED 8Il\MHOUS ~ CONCRETE ·p~VEUi:ii( _____ ~___ ~ ___ _ {TYP.} CURB (TYP) / ---+----( ---1----1 EJ ----t------~ 1 1 I ---j-----I --t------1 4"~ ~ .... ---='-'-t----I r==k.-~3'J 1 ~ 1 I It I 1 ) / .J CONe. CUI/8 .r-EXISIIING ISlAND TO RElIAIN !j] 75' FRONT SETB.\C1( (.sA COlIC. CURB M --+---8 N LLL-r, ,.., ~ VV I I I '-'r BK. -- A A I F TE 10 P ----~~ PAINT£[) WHiTf lINE (TYP.1 -~ '---_._ ... - -COHCRm (WATCH EXISnl«l r-@I-::@::".!l.'--:$:--I--'.f,!!...+~~::~ CURB) LSA ------.----~~-- /81 ,....- / lJj~ Of CONtRm CURB (IIATCH EXlS~ C1J!B) @ PROPOSED "KEEP RIGHT" ~GN (RH) ---------i'----------·----- ./ ASPIIALT CURB / ./ ./ ./ 011 01 1 SOI.ID Wl/iTf /IN£ SOLID wiiifi /JNf ASPHALT WAlK ASP/fA/.T CURB ASPIW.TCURB @ (ASPHAlT RO.4OWAY) ASPHALT CUI/fJ 011 UP 179 GRASS AI1~ 011 ---0,': all ----011 SUFFIELD (PUBUC -60' WIDE -STREET Ott-- ASPIIALT WAUl 352 TURNPIKE ROAD SOlJTHSiJROUGH. 1M Olm pt.;: (OO8)-43Q.WOO FX:(500J~ _.BoIft!rE""" __ ~'&""''' slJk vtmRS 1969 TOWN LAYOUT) COR~TE OFFICE: • WAXMEN. /'oJ OFFICES: • SQUTlUlOROIJCH,W.. 1IOtI1E,MO • N.a, •• .,rf IIf .. TO'r<tOIl."'~ • ~1i.IlY .. SfUI:I..t,C.VA • AQI'Oo«lH(OW\, on' • ~_"roH. VA IA Nn.'1C ...... P& "'RCHn1':Ct"!i : :;:u'~~~y.1'A .. 'OIITlAlJOll'RMLE,fI ::.:=":!!III".&:'I,;=i1,~tMY" ..... It.=: Ino.-=.=----- PA VEMENT STRIPING LEGEND [---=CO"'"N=STR=:U""COO=N~C""HE""CKC--ocDA"'l£=--1 [---=CO~N=ST=RU"'CTKlII=~C~H=EC~K---;IJA;;;J", --I SISl = SINGLE YELLOW SOUD UNE SWSL : S~GU WillI lOUD UNE J.A. KUCICH PROFESSIONAL EN GINEER MASSACHUSms LICENSE No. 41530 ZONING ANALYSIS TABLE ZONING DlS1RIC1: INDUSTRiAl B (RESTAURAtlr PERMllTED) (ORM: THRU HY SPECIAl PERMIT fllOM THE ZOJ.lNG OOARD or APP£AlS) ZONE CRITERIA REQUIRED EXISTING PROPOSED ~ ~- ~INIMUM LOT AREA 43,560 SI 527,48O± Sf UI«:HANGED -MINIMUM FRONTAGE 100' 810.5't (SUffiElI) ST.) UI«:HANGED 569.7t (SILVER ST.) UI«:HANGED ~.~ MINIMUM FRONT SETBACk 75' 14.i't (GAS STAIION) UNCHANGED 52.2'± (McDONAlD's) 76.4' (McDONAlD's) ~.-" Il1NIMUM SIDE SETBACK 25' 28.0't (SHOfP1HG CfNTIR) UNCHANGED 202.6'± (NcDONAlo'S) ~~ 28.0' (McDONAlD's) MINIMUM REAR SET8ACK 25' 47.2', (SHOP. CENIER) UNCHANGED 282.7'± (McOONAlll'S) 361.5' (McOONAUl'S) MAXIMUM B~lD~G HEIGHT 40' UHKIIOWH (I1IOP. CEIllER) UNCHANGED UNKNDMt (McOONALO'S) 21'-4" (UcDONI.lO'S) MINIMUM OPEN SPACE NI A 15.4X 16.6X ~~ PARKING SPAC£S NOI SPECifiED 555 520 50 .... (1 ) 42 (NcOONALO'S) 53 (NcOONAlll'S) (1) AT lIAS! 50 PARKING STI.llS ARE REQUIREII fOR rnm TH'U USES, AND WILL BE PROVIDED WITHIN THE WcOONl.lO'S PARKING AREA AND WITHIN THE "SOUTHGATE PlAZA" SHARED PARKING. WINIWUW PARKING OIWENSION = 9'X16' OPt!:! S:PAC[ o;.A.LCU LATIO~;, TOUl tol A'EA: 527,480 Sf EXISTING OPEN SPACE= 80,880 Sf I 527,480 Sf : 0.154 = 15~5% EXISTING OPEN SPACE: 87,360 Sf I 527.480 Sf : 0.166 = 16.6% PAVEMENT MARKING LEGEND SYLL SWlL BLUE BACKGROUND WHITE lETTERING SOU D YELLOW LANE LINE SOUD WHITE LANE UNE 1 1'-0", 0. 1 HANDICAPPED • PARKING ~ ~n :.... WNJ~2ED I r.lAY~"'_ L 0.0'$ EXl'fJr.L ~ VAN -d, ACCESSIBLE_I r .300 FlNE r .,---.Jb=n=:=!I. " 1 o I <- . ,". I I .1 lBS,fLf. QALVANJZED Sl!El CI-WltU POST ;C:NISHED GRADE /1 PAv{WENT ; " ...... 0 ' " -7·. ~. -• 'HANDIC AP P ARKING ONLy' SIGN NOT TO SCALE (f) z z o 0 f (f) L..L. U) 5= 0:: f--IJj U Z 0:: (f) W W :::;; '" o :::;; u o W U I > U Z $: c5 ~ ~ u (f) :::J (f) 0:: W til ~ z S{ 8 W ~ N 0:: w ~ o ~ o W 0:: :::l a W 0:: N ~ W 0:: :::J ~ Z (0 (f) STAIUS PRELI MINARY w </) W I 0-- (f) w t3 (.) 0:: ;:;: 0 LL 0 o <!: (f) W 0:: :::J ~ Z c, = (f) Z 19 iii I o (.) ~ . ~ ~ o • u c DATE BY --.... ~~----------------+-----------l---+- STREET ADDRESS 850 SUFFIELD STREET TOWN AGAWAM COUNTY HAMPDEN STATE MA NATIONAL STOR E NUM BER I PLA'J DESC RIPTI ON PLAN CH EC KED AS -BUILT DRAWN BY: SJL f-----------~ --~~-- CHEC KED BY: JAK DATE: 05/04/09 SCALE: AS ShOWI\ SHEET NO . -- :\ LOCUS PLAN , i , . ,. , . "C...'-_-:,7'/:'-:-, -4 / I )~ ) J1@rij1l j],~ IID1L@©~ j],~ £~~mJ~~@~~~ M£J]' ll~~ ~~@ ~lQfWWITmnLJ]) ~1PrnmU~1P ~©WW~ @llP £@J,£WW£JNr ffir£lM(~ill)~~ ©@lcr~1PW ~ JNr£ IE INDUSTRIAL DISTRICT B IE INDUSTRIAL DISTRICT B MAP 17 BLOCK 1 LOT 8 N/F LANDS OF PANANAS REALlY, INC. BK. 14486, PC. 157 PROPOSED MCDONALO'S RESTAURANT r --~ INDUSTRIAL DISTRICT B , ,-------- SUFFIELD STREET (PUBUC -so' WlO[ -I Q8g TOWN LAYOun \ PROJECT AREA PLAN SCALE: 1";100' 3!i2 TURtr.Pll(E ROot.O SOUTHBOROUGH, MA. 01m Ptt (5QB)oJ8O.tIIOO ~ (508) 4IlO-IlIl8O _.BohIIrEn~.oorn \ 1'R0RC'f Jl4..\lfAGEIIS ENVlRONMINTALOlN!IOLTANT8 1..AKIl8CArt: Ai,<:BflliCl1> P ELIMINARV COR.'"OIIATE OFfICE; • WAIUlIIf,NI "',.. ~~~~ ..... """" ~ • TOW'SON.KI • :nEJIIUHO. VA • WAMEIt.'OI4VA ·RWJI..'.~I,,£,R, - PROJECT No: NOT TO BE USED FOR CONSTRUCTION W051094 CONSTRUCTION CHECK DATE CAD 1.0. I: W051094ss2.dwg GENERA L NOTES: >--, ..J ~-------------------------------------------------irn ~ 0 1. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER SIGNS ARE BY THE GENERAL CONTRACTOR. 2. 3/4" E~PTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. UGHT- ING fiXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/oPERATOR. 3. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER. 4. PROPOSED UTILITIES ARE SHOWN IN SCHE~ATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 5. +~ED~~~~;)fiOERXA~~A~'oI~~OgWI~~1~,~~T~0~,*E~~~~TYArOE~ft~~Eg UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS,SIZES, AND CIRCUITiNG. 6. ALL ELEVATIONS SHOWN ARE BASED UPON DATA PROVIDED BY THE ENGINEERING DEPARTMENT OF THE TOWN OF AGAWAM. REFER TO SURVEY NOTE #7. 7. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. S. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMEN DATIONS FOR THIS PARTICULAR SITE. FOUN DATION OESIGN AND CONSTRUCTION IS BY THE GENERAL CONTRACTOR. PAVING SPECIFICATION (SEE PAVEMENT DETAIL) FLEXIBLE PAVEMENT SECTION: 1.5" MHD CLASS I TOP COURSE 1.S" MHO CI ASS I BINDER BASE COURSE 6.0" MHO Ml.03.0 TYPE C PROCESSED GRAVEL SUBBASE RIGID PAVEMENT SECTION: 6.0" 4000 PSI AIR-ENTRAINED CO NCRETE 8" 4000 PSI AIR-ENTRAINED CONCRETE AT TRASH ENCLOSURE 6.0" MHO Ml .03.0 TYPE C PROCESSED GRAVEL SU88ASE NOTE; FINAL PAVEMENT SPECIFICATIONS TO BE COORDINATED WITH GEOTECHNICAL REPORT RECOMMENDATIONS. McDONALD'S ENGINtTR RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, rESTS Wil l BE AT THE EXPENSE OF MCDONALD'S, OTH~RWlSE. G.C. WILL BE CHARGED. LOT LIGHTING TO BE SUPPLIED BY SOUTHCO LIGHTING COMPANY 7006 CHRISTOPHER AVENUE ST, LOUIS, MO 63129 1-800-783-4535 NOTE; ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. PARKING INFORMATION I---~~~+-- TOTAL SPACES 31 PROPOSED SPACES 9.0' X 18.0' @7S· 33 o 2 SANITARY SEWER WATER STORt.! SEWER ELECTRIC GAS PREPARED BY: EXISTING SPACES PROPOSED HANDICAPPED B.O' SPACES UTILITY INFORMATION SIZE TYPE 6" PVC 21" Rep SURVE Y INFORMATION CONTROL POINT ASSOCIATES, INC. 35 TECHNOLOGY DRIVE WARREN, NJ 07059 JOB #: C0623B X 18.0' @75· LOCATION ON SITE ON SITE ON SITE ON SITE ON SITE DATE: JUNE 30, 2006; REVISED THRU : APRIL 17, 2009 SHEET INDEX (f) z z o 0 ~ (f) (f) ~ ~ ~ ~ (f) W W ::> :.: o ::> (,) o W (,) I (,) Z z 5: 0 o f= I-(,) (f) :::> (f) ~ ~ tn o z o 0 <l: (,) I z a ~ o z & Q o Vl u Vl .UJ ~ O w <i. "-z z Ow '<l 1= " ii: u. " o 0: W ~ ~ w CL ... o ::> cr 0 CL j!: w ji: I >-0 W w 0: V '" 5 ~ ~ Ow ~ fr: _ W u. III 0 ... W o [), z o ~ z <i. '" I III Vl ~ ~ W if> W I >- (f) w ~ (,) o:c LL 0 ~ ~ 1--------------.... -.... ------I---,.----r--r--,.--r--,J-~~ SHEET DESCRIPTION C-l of 15 ....... COVER SHEET C-2 C-3 C-4 C-S C-6 C-7 C-8 C-9 C-10 C-11 C-12 0-1 D-Z D-3 of 15 ....... NOTES SHEET of 15 ....... DEMOLI TION PLAN of 15....... OVERALL SITE PLAN of 15....... SITE PLAN of 15 ....... GRADING PLAN of 15 ....... UTILITY & DRAINAGE PLAN of 15 ....... EROSION AND SEDIMENT CONTROL PLAN of 15....... EROSION AND SEDIMENT CONTROl DETAILS / NOTES of 15 ....... LANDSCAPING PLAN of 15 ....... LANDSCAPING DETAILS / NOTES of 15 ....... LIGHTING PLAN of 15 ....... CONSTRUCTION DETAILS of 15 ....... CONSTRUCTION DETAILS of 15 ....... CONSTRUCTION DETAILS 1 or 1 ......... BOUNDARY & TOPOGRAPHIC SURVE Y (BY OTHERS) 1 OF 2 ......... ARCH ITECTURAL BUILDING ELEVATIONS (A2.0) 2 OF 2 ......... ARCH ITECTURAL BU ILDING ELEVATIONS (A2.1) 1 COUNTY HAMPDEN NATIONAL STORE NUMBER PLAN DESC RIPTION COVER SHEET w !;;: o ~ o W o:c :::> a w n:: STATUS PRELIMINARY SCALE: SHEET NO. (f) w o:c :::> ~ z (:> iii z (:> iii I 9 u DATE BY SJL JAK 05/04/09 AS SHOWN ©~lJ OF 15 DEMOLITION NOTES 1. BO>l.ER lUGINEERltlC ~ OOT RESPONSIBlI fOR JOB SAfETY OR SUP£RVISION. 2. 3. S. s. 7. 8. 9. 10. 11. 12. T3. T4. lS. AU. OCNIXtOON 1C~)[s ARE TO 8[ PERfORlED IN ACCORIJANC[ mm m[$[ PlANS AND 'l'EafICATKlNS AS MU. AS fEDERAl, STATE AND LOCAL REGIUTIOhS. ;m ~REPANCIES OR OE'illTIONS SH>il BE ~EN1IRED BY mE CON1RACTOR TO BOHLER ENGlfI'E~NG " WRmNG FOR RESOlUTION PR~R TO INIT~TION Of SITE AClMTY, PRIOR TO STARTING ANY OCMOlITION CONTRACTOR IS RESPONSIBLE fOR/10, A. ENSUR~G COPI[S Of All PEHMITS AND APPROVALS MUST 1£ IMINTAINED ON SITE AND A'i~L\llLE ;OR REVIEW. B. NSTALUNG mE REQUIRED S(!L EROSloo />liD SEOIMENT CONTROl. MEASURES PRIOR TO ~TE 05TURBANCE. C. AlL UTlLIlIES mo SElMac" INCLUDr<C BUT NOT lINITED TO GAS, WATER. [L£CTR~, SANITARY AND STORM SEWER, TELEPHJN£, CABLE, FlI£R OPT( CAaE, ETC. WITllIN 1H[ UUITS or (!I'UREWlC[ THE CON1RACTOR SHAll USE AND COMPLY WITH THE REQJIREMEN1S OF THE Al'fU:I8..E UTlUlY NOTIFICAmN SYSTEM TO LOCATE ALL THE mwERGROUIf) UTJUIIES. D. PROl{CTING AND MAINlAIIIt«; lit OPERATION, All AClM: S'6TENS THAI ARE NIlT BSNG REMOVED rumNG All ()[\IOU1IOH ACTM11E5. E. fAUIUAAIZINC THEl1S£l\£S WITll M APPl.ICA!l[ UTIUTY S[IMCE PRlMOER .,"0 IS RESPooSIBI.£ fOR >il COORDINATIIl!j REGARDING UTlUlY DENa.mON REOIAIRED fOR mE _ECT. THE CONTRACTOR Sf'ALL PRlMOC THE OWNER WRmEN NOTITK:ATION 1JlAT THE [XJsnNG UTlL'11ES AND SEIMCES HAVE BEEN TERIMNATEO AND AIlI.NooNED IN ACCORtJANCE WITH JuRISOK:T1ON .,"0 UTIUTY CDMPAIf( REQUIREMENTS. F. COORDINATION WITH UILITY COMPANIES REGARDING WORKING 'OFF-PEAK" HOURS OR ON WEEKENOS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE /fFECTED PARTIES. G. A CONPLETE INSPEcmN OF COOTAMINANTS BY A lICEtlSED EtMRONUENTAl lESTING AGENCY, OF AlL B~LDINGS AND/OR STRUCTrn[S TO BE REMOVED. SAME SHALL BE PERfORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, At{) FEDERAl EtMRONNEN1Al REGUlATIONS. ANY/AlL CONTAMINANTS SHAlL BE REKlVEO AND ~POSEO or BY A FEDERAlLY lICENSED CON1RACTOR IN ACCORDANCE WITH fEOEIW., STAT[, /J>I) LOCAl. REGllATIONS. AlL £tMR()N.l£N1AL WORK ~CLUDU; HAZARDOUS NATERw.s, SOILS. ASBESTOS, OR OTHER REfERENCED OR IMPLED MATERW. HEREIN ~ THE SOlf RESPON~BILITY Of mE OWIIER'S EtMRONt.fNTAL CONSUlTANT. TItE fl<N OR ENC~EER or RECORO ~ NOT RESPO~BU fOR JOB SfTE SAfETY OR SUP~ION. CONTRACTOR IS TO PROCE£D Wlm THE DOOUTIoo IN A S1STEtMnC mo SAfE UANN[R, FOllOl\lHG >il THE OSHA REQUlREMEmS, TO EII9vIlE PUBUC AND CONTR!I:TOR SAfETY. THE CONTRACTOR ~ PRDVIIlE All THE 'MEANS I.NO .EfHOOS· NEU.SSARV 10 PRE'i£Nf MlMMtNT, SEITlEMENT, OR CO\.I.APSE Of ~NC STRUCTURES, AND AIf( omER INPROV£IIENTS rnAT ARE RENAINING ON OR OfF snE. mE OCNMION CONTRACTOR ~ R£SPON~BlE fOR All REPAIRS Of DAMAGE TO All rTENS THAT ARE TO RE .... N AS A RESULT OF HIS ACTMT1ES. All REP~RS SHAlL USE NEW W,TERW,. THE REPAIRS SHALL RESTORE mE BEM TO THE PRE-OENOUTION CONOlTIoo. IN THE ABSENCE Of SPEClnCATIONS, THE CONTRACTOR SH>il PERfORM EARTH MOVEMENT ACTMTES, OE.OUIlON AND RENCNAl or AlL fOUNDATION WAlLS. fOOTII><;S, AND OTHER W,TERW,S WITHIN THE LIMITS Of DISTURBANCE IN ACCOROmCE wnH DIRECTION BY OWNER'S STRUCTURAl OR GEOTECHNIC'J. ENGINEER. [)(PLOSM'S SHALL NOT BE USED WlIHOUT ViRITTEN CONSEN1 Of BOll' THE OWtlER AND WPUCAIILE GOVERNNEN1Al AUTII:JRI11ES. ALL 1H[ R[QUlR£O P£llIIITS AND EXPLOSM' CON1IID. t.(ASURES THAT IRE REQUIRED BY THE fEDERAL, STATE, AND LOCAl. GCM:RNt.I[NTS SHALl BE IN PlACe rRiOR TO STARliN(; HI EXPlOSrvE PROGRAM. THE CONTRACT~ 1$ AlSO RESPO~BLE fOR All INSPECTION ANO SEISIiC WlRAI10N TESfII«: THAT ~ REIJJIR£D TO MOOBOR THE EffECTS ON AlL LOCAl. SlRUCTUOES. CONTRACTOR WIl PRlMOE TRAFfIC CfMlROl AND GENERAllY ACC£PlED SAfE PRICTICES IN CONFORMANCE WITH: THE 'u.wJAl ON UNIfORM TRAfAC CONTROL', AS WEll AS FrOElW.. STA][, A.~D LOCAl. REW.ATKlNS \\I£J( DEM()JTION RElATED AC~TIES IWPACT ROOWAYS OR IROAOWAY ~GHTS-Of -WAY. OION= OEl(1lllllN ACWITIES IN SUCH A tt\NNER TO ENSURE NININUW IIT[RfERENct WITH ROADS, STREETS, S~EYiAlJ(S, WAlKWAYS, AND OTHER ADJACENT fAClun[s. STRm ClOSURE PERMITS MUST BE RECEM'O fRON THE APPROPR~TE GOVERNMEN1Al AIITHORlTY. OEMMION ACTMTIES AND EOU~MENT SHAlL NOT USE AREAS OUTSVE mE OEFINED PROPERTY UNE WITHOUT WRITTEN PERMISSION Of THE OWNER, mD/OR APPROP~ATE GOVERNNEN1 AGENCY. USE OOST CONTRa. MEASURES TO lINIT AIRBORNE OUST AND DIRT R~ING AND SCAmRlt.I; IN mE AIR IN ACCOROANCE NTH fEDER!<. STAT£. AND/OR LOCAl. STANOARIlS. IfTER THE DEMOlITION ~ C(l.IPlHf, _CENT STRUCTURES AND NPRO'IEMENTS SHAll BE CLEANED or AU. DUST mo OEBRIS CAUSED If( THE OEMOLITION OPoomNS. THE CONTRACTOR IS RESPONSiBlE fOR RETII1NING All ADJACENT AR(A.S TO T1E1R 'PRE-OEIIOUTION' CONflllON. OONTRACTOR IS RESPONStBL£ TO SAfEGUlRD SITE AS NEC£SSARV TO P£RfORtoi THE OElIOlITION IN SUCH A MmNER AS TO PREVENl THE ENTRY or UNAUmt!UEO P£RSllNS AT ANY TIM£. TIIS IJ[MIJ.ITIIl!j PL\N ~ INTENDrn TO I()[NnfY most: EX1S1tt.l; rTEIAS/COIflITtONS ~ICH 11£ TO 1£ R[)jIMO. IT IS NOT INTENDED TO i'1WI'DE ~RECTloo OIHER TIWI THAT >il tlEJHOOS AtIO I£ANS AAE TO BE IN ACCOROmCE Ii1ITIl STATE, FEDERAl, LOCA, AN!) JU~S[lCTION.\l REQJ~E1ENTS. THE CQNTRAGTOR SH>il BE RESPON~BlE fOR All OSHA AND omER SAfETY PRECAUTIONS N[CES~Y TO PRO~DE A SAfE W1lRK SITE. DEBRIS SfI6ll OOT BE BURIED ON THE SUBJECT ~1E. All DEMOlITION WI>STES AND DEBRIS (SOLID WASTE) SfIIlL 8( DISPOSED Of IN ACCORIlIIICE WIll' ALL TOWN, COUNTY, STATE. AND FEDERAl lAWS mD Pl'PUCABLE CODES. GENERAL SITE NOTES 1. THIS PlAN REJ£R£NCES A SlIMY PR[PARm BY: CO/fTRCt POINT ASSOCIATES 35 TECHNOlOGY ORNE WARREN, NJ, 07059 DATED: JUNE 30, 2006; R(VISEO APRL 17, 2009, SCIt.E; ,'=20' 2, SPECifiC RESOURCES. TECHNICAL REPORTS, OESJQ1 OCCUMENTS, IT. AI... RELATED TO THS PROJECT INCLUOE (BUT 'MAY NOT EE LIt.lITED TO) THE FOLLO~NG: -SURVEY, 'ALTA/ICSM lAND TITLE SU~.tY" PREP.AR[D BY CONTROl. POIIII ASSOC.,ES. INC .• WARREN, NJ, SCALE: ,'=20', DATEO 06-30-08. RE"SEO 04-17-09. CONTIOCTOR IS RESPONSI8LE fOR OBT~rm; THESE DOCUMENTS Al() fAIIIUAR~U; Tl£YSElf WITH SMlE fOR IJ'PlK:.lTKlN OOTH PRIOO TO AND IJIJRItIC CONSIRUCTION. 3. ALL ru:vAnONS SHO'M'l ARE IN REFER£NCE TO n-l£ REf[R[NC[O SUMlOR'S B£NCtIMfIRK M'D MUST 8[ VERflED BY THE GEIiEJW. CCHTRACTOR PItIJR 11l GROO>IlBID.l<. 4. APPUCANT FOR THIS P,!iOJ(CT IS: McOONALC'S CORPOAATiON 690 CANlON STREET WESTWOOD. IrdA 02090 5. PARCEL DATA: LOT: 1, BLOCK: 1, MAP: 1-8 6. BULK REav~[MENTS: SEE ZOIliNG TABLE OK SITE PLP.N 7. PA~KING REOUIREMENTS: SEE ZONING TAfH ON SITE PLAN 8. AU. HANDlCW PARKINC SPACES SHALL BE CON5mUCTED TO t.lEET AOA & 1M MB REOlJIREMENlS. 9. ffilOR TO STII!ri1>\; OONSTRUCmN, THE CIJN1RACTOR SHALL BE RESPONSI1lI.E fOR ENSURItffi Tf'AT All REQU~ED PERMITS AtIO APPROVN.S f'A\£ BEEN OOlAiNED. NO COtISTRUCOON OR F"I>8RICA1KJN smt. 8EC .... UtffiL THE CONTRACTOR HAS RECErIEO AND THOROl(;HlY R[II[Ewrn AlL PlANS NfJ OfHER DOCUI.IENlS BY ru OF (HI: PEIMTIf.IC NJTHQRlnES. IV, THf UmOVc,.QJITM..IUI\ ~ or: r ..... ~ "'1M AAU ru:;;,rort:llDLr: ron I'IltT/I'II.L cm'tJnOr>llotQ, 1II:)o"'1:CTlOII~ t'Tc. nCQVlnCO D'V loU. WIO'ltI ... O J~I)NAL AGENClS OU~NG AND AflER COtlSTRUCIlON fDA SII1H)Ff AND GERlFICATE Of OCCUpm;y ISSVNIC[ INClUDIIG Il'JT NOT UMnEO TO PROCUR£1,{N1 or SER\1CEs, SCli[{1lJ(N; Of flEW OBS£RVIJIOHS AND COOROINATKll WlIH REPRESENTAU.{S OF THE I'I'I'~R~TE PI/UIS. 11. ALL WORK StiALL B[ P{RfORWlO IN ACCORDANCE WITH lHESE PlANS 00 SP£CFICATIONS ~ THE REOUIROIENIS AND STAND.IRDS or n£ LOCQ. GOVERNII><; AUlHDRllY. 11. THE GEOTECHN(Al REPORT Nl) REOOM'EtiOATIONS SET FORTH THEREIN ARE A PIIlT or mE REOOOED CONSTRUCTION DOC\JMENTS AND IN ClSE or CONFLICT SHALL TM<E PRECEDENCE UNLESS SPfC1F1CftLl'{ N01EO OTHERWISE ON THE PlANS. TIlE CONlRACTCR SI1All NOTIF'1 THl ENGINEER IN WRITIt.I; OF ANY sv:t; O~CREPANGY BETWEEN GEOTECH.CN. REPCRT AND PLANS, rrc. 13. PROPERTY SURVEY SHI'I.L BE CONSIDERED' PART Of mESE PlANs. II. THESE PlANS ARE BASED 00 NfORW.mN PROWlED TO BOHLER Et.I;lNEERitlG, P. C. AT TIl[ TIME OF PlAN PREPARArION, CONTRACTOR SHALL fIELD VERIFY EXISTING CONomoNS AND NOTIFY BOHLER E~INEERING, P. C. IF ACTUAL SITE CONDITiONS DIFFER FROM THOSE SHOWN ON THE FUN, OR IF mE PROPOSED WORt< WII<JLO ~ .HIBITED BY IXY OTHER SITE fEAilJRES. 15. All Dll.!ENSIONS SIiJWN ON THE P\.ANS StW.l. BE FIELD VER!fI£D B'l' lliE CONTRACTOR PRIOR 10 CONST~T!ON. CONTRACTOR 5HAJ.l t«:lTIFY rnGINEEI( IN ,,'RInNe If ANY OISCREPMtES EXIST PRlJR TO PRQCEEDlt(; MTH COI6TRUCTION. tJO [XOO, COtr.tP[NSATION SHALl BE PAID TO THE tONlNACTDR FOR liORil I\\WIC TO ~ REiIOlIE QUE TO ~LfItS10NS OR CRADES SHOWN '"CORRECIL Y ON THESE PlANS J SUCH troTITK:ATION I'AS Nm B[EN GM.1l 16. CONlI!ACm< SI!AU. REf£R TO THE ARCH1TECTWlfllUllIlINC PIAIlS fOR EXACT LOCATIONS AND 0NE'90NS or OORYjEXIT POItIlS, Elf'iATIONS, PRECISE BUILIlNC O&t£NSlll!jS, EXACT Bl.lLIlNG UTlJ1Y 1.IlCA11OIIS. 17. orn.S SIfil NOT 1£ 8U~ED ON THE SlJBJECl SITE ,"0 All ItlSIJITABlE EXCI"'TED MATEIlAL 00 OEB~ (sa.~ WISTE) SHIll BE OI'l'OSED OF IN ACCOm\NCE WITH Iil TOWN, COUNTY. smE AND fEDERAl lAWS AND APf'UC'IlLE COOES. 18. CONTRACTOR IS RESPONSIBLE FOR Iti SHOR~G RE~Rm ~J1JNG E<CA'iATIlII (10 BE PERFORMED. ACCORDANCE MfH CURRENT OSf'A STIIIIlAROS) 00 ANY ADIlTIONN. PROVISIONS TO ASSURE STAEIUT'T OF CONTINGUOUS STRUCTURES, AS FIElD CONDITIONS DICTATE. 19 CONT'R4CTOR IS TO EXERCISE EXlRE~E CARE 'NHEN P[RFORIAING ANY WORK ACTh111ES ADJACENT TO PAVElJ[NT, STRUCTURES, ETC. TO REMAIIi. CONTRACTOR SHAll. BE RESPONSIBLE FOR TM:ING THE ;PPROPRIATE t.lOOJRES ~ NECESSARY TO ENS URE "lHl STRUCTURAl. STABllfiY Of 51DEWALKS AND PAVEloIEtH TO REMAIN, AND TO PROVIDE A SMI WORK AREA. 20. CONTRACTOR IS IKSPONSlEII.£ fOR REP~lRING THE DAMI\G[ DONE TO 00 EXISll!>K; ITEM DURING CONSTROCTIOH SUCH ftS BUT 001 UMITE\} TO DRAt<AGE, UIIU11E5. PAI1:MENT, STRIPING, GlIlB, ETG. THE CONTR«TOR SHAll BE R(SPONSELE FOR AND SHAlL R[PLACE All ~GNAI. INTERCONfI'CT CABLI, CONDl.lTS, AND f!.N'( ~O£RCROUNO ACCESSOIh' [QlJPMENT DAMi\GEO DURING COtSRUCTION. REPAIR SIW.l BE EQUAl. TO OR srnER f'rWJ EXlSn1>\; CONDmONS. CONTRACTOR ~ R£5P()NS~1I TD DOCUMENT AU. EXlSTlt.I; IJANAGE AND NOTIFY CONSTRUCIlON WWGER P~OR TO CONSTRUCTION STARt 21. ALL CONCI£1E StW..L ~VE THE NINIMUt.I COMPRE SSIVE STROIGTH AT 28 DAYS AS INDlCAT£O IN !F[CIFICATIOOS UHL£SS OIl-llmftSE NOrED ON Tl£ PlANS, DETM.S ,"O/OR C£OlECIINICAI. REPORT. 22. ENGINEER t) MOl RtSPONSIElE FOR CONSTRUtTKlN I.tETHOOSfo!f.ANS FOR COt.IPLITlON or rH[ WORK OEPIt1ID ON THESE PI.JoNS NOR Nfl CONflCTS/SCCff REVISIONS WHICH R[Sll.l fROO 5AM£. CONTRACTOR IS RESPQNSlBLE FOR OCTERt.lINING ~ETHOOS/I.!EANS fOR CONPlETI()\I or THE WOOK PRKlR TO THE COMII!ENCOIEHT OF CONSTRUCTJJN .a.ND NOlflCATiON OF ()WIER ,6110 ENG~EER OF RECORD WHEN A CONFLICT 15 ID£NTru. 23. [NGINEER or RECOR\) IS NOf RESPON5II!.E FOR ..KlB SrTE SAfElY NOR HAS HE BEEN RETA~ED fOR SU~ PURPOSES 24. ALL CONTRACTORS MUST ClARY STATUTORY WORKER'S COMPENSAmN INSURANCE. ElIPlOYER'S LIABIlITY INSURANCE AND Pl'PROPR~TE L"TS or CIlt.IMERCW, GENERAl L1'9IU1'1 INSURANCE (CGL). All CONTRACTORS MUST f'A11: THEIR CCi. POLICIES ENOORSED TO ",", BOflER ENGINEERINC. P.C" MiD ITS SUBCONSliLTAATS /oS ADDmONAL INSURED A,'J[l TO PRCMCi CCMRACTIJAL lIABllliY COVERAG£ SUFfICIENT TO INSURE THE HOLD HARMLESS AND INDE~NITY OBlIGATIONS ASSUMED BY THE CONTAACTORS. All CONTAA::TORS MUST FLRNISH EOJliR ENGINEERING. P.C. WITH CERTIFICATIONS OF INSURANCE AS E'IID£NCE OF THE REQUIRED INSU~CE PRIOR TO COt.l~ENCING 'IIORK MID UPQN RENEWAL Of EACfi POLICY DLRlNC THE ENTIRE PERIOD or CONSTRUCTION. IN AOOrTKlN, All CONTRACTORS WiLL, TO THE FUllfST EXl[tH PER~IlTED BY lA\"!, INOEI.4NIFY AND HOlD I{eRI.4lESS 80HLER ENGINEERING, P.C. AND ITS SUBCONSLAJANlS FROM ANO AGAINST Wi llf,t.W;ES. lIABIUTlES OR COSTS, INCLUDING RE~.E A.TTORNEYS' FIES AND OffENSE COSTS, ~ OUT Cf OR IN Nlf WAY CONNECTED WITH THE PROJECT, INClUDING AI.1 ClAIW3 BY [I,IPlO'f£ES OF THE CONTRACTORS. 25. t+EIlHER Ti'£ PROfESSOtW. ACTMTIES Of BCffi£R (NGIHEERU, P.C., NOR THE PRESEIiCE or BOHLER [NGIN[[Rlt«;, P.C. OR IlS HIPLOY[[S AND SUBCOHSllTAHrs AT A CONSTRUCTION/PROJECT SITE, StWl R£U[V( THE GENERAL CONTRACTOR ~ ITS OEl.ICATlONS, DUTlES AN[) R£SP(J6ISUTIES INCLUDING, BUT NOT UMITED TO. CONSOOCTKlN ",£Nt). WETHOOS, S£QUtNCE, TECHtt~UES OR PROCffiUR£S NECESSARY FOR PERFORtr.liNG, SlJPERlNTHIDIiG NtO C()OO()tIA.TI\G THE WORK IN ACCORt)ANCE "',TH TH( CONTRACT OOCUMOOS AND A)I't HEALTH OR SAfElY PRECA.unONS REQUIRED B't Nt{ ReGULAroRY AGENC£S. BOHLER ENQ~G, P.C. AND ITS PERSONNEl ~\jt M:J NJTHORIIY TO EXERCISE ANi CIl'flROL OYER mY ())NSTRUCTION COOTRACmR OR !TS EllPLO'1£ES 111 CONt£CTI)It WITH THEIR WORK OR 1m HEALTH OR SNUY PR(X.RAIAS OR PROC£DURES. 1HE GENERAl CONTIOCTOR SHAll BE SOL£LY RESPONSIllE roo JOBSITE SAfETY. BOHLER ENCl<EERlNG, P.C. SHAll BE INOENNIRED BY THE Gl:NER.\l COtITRACTOR AND S1iIti BE NADE AD~TIOttAlINSUREO UNDER 11<E GEfI'RAl CONTIOCTOR'S PCUCES OF GelERA. lJ'BIUlY INSl.W>NCE. 26. BOHlER ENGINEERIN~ P.C. SHAlL R[V1EW 00 APPROI'[ OR TAKE omER APPROPRiATE ACmN ON mE CONTRACTOR SUBMHILS, Sl,\;H AS SHOP ORAMNGS. PRDOUCT DATA. SMlPLES, ,"0 OTHER DATA, "'ICH THE CONTRACTOR ~ ~OUIREO TO SUB'IT, BUT ONLY lOR mE UMrTED PlJ\POS[ Of CHECKING FOR COtiFORWNCE wm< THE DESIGN CONCEPT AND THE iNFORMATION SHOWN IN mE CQNSTRUCTION W'ANS OR METHCIlS. COORrntl\IlON OF THE M}RK WITH O1HER TRADES, OR CONSTRUCTION SAfETY PRECAUTIONS, All or WHICH ARE Tl£ SOLE RESPONSIBILITY OF THE CONTRACTOR. BOHl£R ENG~EERING'S RE'AEW SHALL BE CONllJClED WITH R[,I.SOIM.E PRO'PTNESS ",n.r ALLOWINC SUfRCIE'1 T~E TO PERMIT AOEOOAlE REVEW. REVlEW or A SPEClf( ITEM SHAlL NOT IN~ClTE THAT BOHLm EN~NEER~C, P.C. HAS R[I1E'N£D rHE ENTIRE ASSEMBLY Of WH(H THE ITEM IS A COMPONENT. BOHLER ENGINEERINC, P.C. SHAll OOT BE RESPON~BlE FOR ANY OEVIATIONS FROM TN( CONSlllucmN DOCUMENTS Nor 8ROLK:HT TO mE AillNTlON or BOHLER Et.I;INEER;NG, P.C. ~ MlIT.G BY THE CONTRACTOR. BOHLER ENGlNE(roNC, P.C. SHAll NOT BE REQU~ED 10 RE~EYi PARTIN. SUBNIS~OHS OR 1f<JS[ fOR WHlCH SUB~S~OHS or CORRElATED ITOIS HAlt NOT 8E!:N RECEr.ul. 27. III AN EffORT TO ~SOI.\£ IJ(f CONfLm TlIIT IIl!SE DURING TI£ D£SiGlI AND OO>tSTRUCTI1H Of TI£ PRIl.{CT OR FOllO'MllC THE CONP1.ET~N Of THE PRI\£CT, BOHl£R ENG~EERING, P.C. AND TN( COtlTRACTOR ~ AGREE 11I\T All ClSPlJ1ES B£1W££N Tl£M 1Il~ING OIJT Of OR RElA1l<G TO 1H5 At:llHlIENl OR TI£ PR()J[CT SHALl BE suoumEO 10 tIlNiINIlMG MEO"11ON UII.ESS TI£ PART1ES MIlTUAllY AGREE OmERW5E. 28. THE CONTRACTOR MUST ~Il.UOE A lIE~OON PRO\1SIOH ~ All AGRffilENTS WOH INOEFENDENT SIJBCOItT1lOC1ORS MIl CONSULTANTS RE1~fI'D fOR THE PRI\£CT ANO fO REQUIRE Ail. INOEPOOOO COORACTOIlS Ill) CONSULTAHTS ALSO 11l ~CLU()[ A SMlAR MEDIATION PRtMSION ~ All AGREE.EIBS IMH THOO SUBCONTRACTORS, SUBCO~~TANTS, SUPi'UERS AND fAB~CA1(llS, lHEREBY PROM~NG fOR MEO~TIOM AS TI£ PRIll'/1\' .£mOO fOR ~SPUTE RESOLUno, BElWEEN THE PARTIES TO >il THOSE AGREEMEIBS. 29. IF THE CONTRACTOR DEVATES FROM THE PlANS AND SPEaFH)lmNS, INa.UDING mE NOTES CIlNT~>ED mEREON, YoffilOUl fiRST OOT.NINC P~OR WRlmi AUfHORllAllON fOR SUCH D[I1AmNS fRO' THE O~ER AND EN~tIEER, IT SHAlL BE RESPONSIBLE fOR THE PAYiENT or >il COSTS TO CORRECT ANY WORK DONE, >il FINES OR P[NAlT[S ASSESSEO WITH 'ESPECT mERETO AND PlL COMPENSATORY OR PUNIIIVE DAMAGES RESULnNG mEREfRDM THE CONIRACTOR SHAlL INOEMMTY AND HOUl THE OWNER AND ENGINEER HARI.<LESS FRON N.L SUCH COSTS TO CORRECT AIf( SUCH WORK AlID fROM All SUCH fiNES AND PENOlTIES. OOMPENSAmN AND PUNITM' DAMAGES AND COSTS Of ANY NATURE RESULTING THEREfROM. GRADING & UTILITY NOTES PROPOSED MASTER LEGEND 1. LOCATKIN Of All EXISTING AND PROPOSED SER~CES ARE APPRO~hI\][ ANI) .UST BE COORRIj£D INOCP£NDENTI.Y .,TH UlCAL IJTIUlY COI.IPANIES P~OR TO COUM£NCEl1EN1 Cf ANY CONSlRUCTION OR EXCAVATION. s.AN~ARV S£WfR ANO .Iol.l OTHER UTILITY SERVICE CONNECTIDN POlII15 _L BE CONRRWEO INDEPENDENTLY BY THE CONTRACTOR IN flELO PRIOR TO THE COM~ENCENOIT OF CONSlllucmN. >il DISCREPANCIES ~AlL BE REPORlED IMMED"TELl IN WRITING TO THE ENGII£ER. CONSTRUCTION SHALL COMMENCE BEQNNINC AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRAI]ENT. PROPOSED INlERfACE POINTS (CROSSINGS) WITH ~S1lNG UNDERGROUND INSTALlAmNS SHAll Dr nEW VmlflEl BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. AlL UTllIT[S AND SER~CES ItUUOING BUT NOT L!.IITED TO GAS, WATER, ELECTRIC, SANITARY AND STDRM SEWER, TELEPHONE, CARLE, FIBER OPTIC CAaE, ETC. WITHIN THE LIMITS if ~STUREWlCE SIlALL BE VERTICAlLY AND HORIZONTALLY LOCATED. mE CONTRACTOR SHAlL US[ AND CONPLY WIll' THE REWOEUENTS or If[ APPL~AIlLE urKJlY NOTIRCATION SYSTEM TO LOCATE ALL Tf[ UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPON~BLE fOR REPMRS or D»JAGE TO AIf( E~S1lto:; IJTIUllES DU~to:; CONSTROCTliN AT NO COST TO THE OWNER. 3. n IS mE RESPONSIlUTY Of THE COOTRICTOR TO REVIEW AlL Of THE III!A'!1NGS AND SPEaflCATKJNS ASSOCIATED Wf1H THE PROJECT \IORK SCOPE PRIOR TO Tft I'IITIATION Of CONSTRLtTl'lN. SHQJLD THE CONTRACTOR AND A CONfUCT Wl1H THE OOCUMENTS RElATM' TO THE SP[CtfK:Af1ONS OR THE RELATM: COOES, IT IS THE c001RACTOO'S RESPONSIBIlITY TO OOTIfY mE PROJECT ENOt>EER or RECORD'" WRITING PRIOR TO THE START Of CONSTRUCTION. fA~URE BY THE CONTIRACTOR TO NOTIfY THE PRO.I:CT ENGINEER SHAll. OIONSlITVTt ACcrPTANCE or rw. R£SPONSlBtUlY BY THE CONTRACTOO TO COMPL£][ mE SCOPE or W1lRK AS Q[RNEO BY mE DRAII1~S AND IN fUll CONPLIANCE Wl1H LOCAL REGULATIONS AND COOES. 4. DERNE AND LOCATE VERTICAlLY mD HORIZONTALLY AlL ACT~E Ull.1TY AND/OR SEIMC[ SYSTEMS rnAT ARE TO BE REUOVED THE CONTRACTOR ~ RESPONSIIU TO PROTECT AND MAlNTMN AU. AClNE SYSTEMS THAT ARE NOT BE~G REMOVED/RELOCATED OURI~ SITE ACTMTY. 5 THE CONTRACTOR SHALL fAMIUARIZE THEMSELVES MTH THE APPLK:ABLE IJTIUlY SER~CE PROVIDER REQ~RENENTS me IS RE'l'ONSIBLE fOR ALL COOROINATKtN REGARDlI><; UTILITY OEN()JTlJN IS IDENTIFIED OR REOOIRED FOR PROJECT. THE CONTRACTOR SHALL PRO~OE Tft' OWNER W~TTEN NOTlflCA11ON THAT THE EXIST~G UTILITIES ANO SER~CES HAVE B[EN TERMINATED mD ABANDONED IN ;CCQROANCE WITH JURISDICTION AND IJTIUTY CONPANY REQUIREUENTS. 6. CONffiACTOR ~ R[SPONSI1lI.E faR COORIIINATION or SITE PLAN OOCUMENT5 AND ARCHlTECTL.IlAi. DESIGN fOR EXACT BlJILOOG UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIRE"ENTS/OET~LS, DOOR ACCESS, mD EXlERIOR GRAONG. THE UlLITY SEIMCE Sill'S Ill[ TO BE DElERMINEO BY THE ~CHnECT. THE CONTRACTOR SHAlL COOROINAl[ INSTAlLATION or UTILITIES/SERVICES Wl1H THE "D~UA1. CONPANIES, TO A'.IlID COtHlm AND ENSURE PROPER DEPTHS ARE ACHEV£D. THE JURI~CTIIl!I UTJUTY REQUIREMENTS SHAll AlSO BE UO. AS ~m AS COOIIDNATIWC TI£ IJTllITY TIE -INS/CooNECTIONS PRIOR 10 CONNEC~NG 10 THE ~TtNG UTILITY SERVICE. WHERE CONflICTS ~ WIlH 11BE SfTE PlANS, ENG"EER ~ 10 BE NOTlfED PRm TO CONSTRUCTION TO R£SOLVE SAME. 7. WATIER SEIMCE MAlERlOlS, BUM Q[pm, AND COV£R REOORJ<ENTS SHAll IE SPEGlf~D BY THE lOCAl UlIU1Y CQMP>'IY. CONTRACTOR'S P~CE fOR WAl[R SERVeE SHAll tJCLUOE AlL fEES mo APPURTENAtJCES REQUlRED BY THE UTIlITY 10 PRO~OE A CONPlill WORKING SERVICE B. AlL NEW UTnJlIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABlE TY, ETC. ARE TO BE INSTAlLEO UNDERGROUND ALL NEW IJTIUlIES/SE~IICES SHAll BE INSTAL~ED IN ACCORDmCE WITH nlE UTUTY/SERVIC£ PRO~DER INSTAlLAnO~ SPECIF.:ATIONS mD STANDARDS. 9. ~TE GRADING SH>il BE PERfCRMED IN ;CCOROANCE WITH THESE PlANS Atf) SPECIFCATIONS AND THE RECO~MENOATIONS SET FORTH IN [HE GEOTECHNK:AL REPOR[ REFERENCED IN TH~ PlAN SET. THE CONTRACTOR SHAlL BE RESPONSIIl.E FOR REMO~NG ANO REPlAC~G WIll' SUITABI.£ NAlERlOlS AS SPED FlED IN mE GEOTEQiNIC'J. REPORT. ALL EXGAVAT£D DR ~LlEO NATERlOl SHAll BE COMPI'tTED I>S OUTl.I<ED " THE GEOTECHN.:AL R£POIlT. 'iOISTURE r.oNT[Nf AT nIE Of PlACEMEN1 SIlALL BE SUBMmm IN COMPACmN REPORT PREPARED BY A QUAlfIEO GEOTECH~ ENCINEER. REGSTERED ~lm THE STATE WHERE THE WORK IS PERFORMED, ruJFYlto:; rnAT AlL AILED AREAS AND SUBGRADE AREAS wnH~ THE BUiLDING PAD AREA AND AREAS TO OE PAVED HAVE BEEN COt.l'ACTED II ACCOR!lAl«:E WITH THESE PImS AND SPEC~ AND lllE R(COHMENOATIONS S£T fORTH IN mE GEOTECHN~Al REPORT. SUB8ASE MATERIAl. fOR 9DtWAlKS, CURB, OR ASPHAlT SN ... L BE TREE Of ORGANICS Ali) OTHER OtBJffl8..E MAlE~. SHOULD SIllBASE BE Q[EDED UNSUllAIlI BY IfflNtR OR OWNER'S REPRESENTATIVE. SUBBASE ~ TO BE REIIOVEO mD RllIO WITH APPROYID All MATERIII. COII'ACTED AS DIRECTED BY THE GEOTECHNICAl. REPORT. 10. ALL All, COIAPACTION, ANO BAi)(filL IIITEIMS REOUIRED fOR IJTKJTY INSTAlLATIoo SHAll BE AS PER lllE RECONMENDATI)NS PRlMDEO IN TI£ GEOTECHNIC'J. REPORT AND SHAlL BE COOOrnNAlED WIll' THE Pl'PlJCABLE IJTIUiY CONpmr SPEClFlCATIONS. 11 THE CooTRACTOR SHAll COMPlY TO THE fULLEST EXTENT wnH THE lATEST OSHA STANDARDS mo REGULATIONS, OR ON'! OTHER AGENC1 HA~NG JlIRBOIcnON fOIl [)(CAVATON AND TRENDiING PROCEDURES. THE CONfAACTOR IS RESPONSIBLE FOR OCTERN~~G THE "MEANS mo iETHODS' REOUIRED TO mT THE INTENT AND PERfORMANCE C~TER~ OF OSHA AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 12. PA\£MENT SHAlL BE SAW CUT IN STRA~HT LINES TD THE FULL DEPm OF mE EXISTING ?AVENEN!. ALL DEBRIS fROM RENOVAL OPERATIONS SHAlL BE R[M()I1:D fROM THE SITE AT THE TIME Of EXGAVATKlN. STOCKPILING Of DEBRIS WILL NOT BE PERt.lTTED. 13. TI£ TOPS OF EXm~ MANHOlES, INlET STRUCTURES, AND SANITARY CLEANOUT TOPS SHAlL BE ADJUSTED, If REWIRED. TO MATCH PROPOSED GRADES IN ACr.oROANCE WITH >il APPlCAIl.E ST,"OARlX>. 14. THE CONTRACTOR IS RESI'U'lSIBlE fOR ~1FK:ATiJtl Of EXIST~G TOPOGRIPIIC INFORMATION ",0 UTILITY INVERT ElEVATIONS PRQl TO OQII.tENC[)jEN1 OF AIf( CONSTRUCTION. CONTRAClOR TO ENSURE .75X MIN. SLOPE AClJNST AlL ISlANDS CUTTERS, CURBS; 1.0r. ON Iti CQNCRElE SURfACES, AND 1.5~ .... ON ASP1WJ, 10 PREVENT PON~NC. ANY OISCREPANC(S 11I\T MAY AFFECT THE PLIlliC SAfETY OR PROJECT COST UUST BE IDENTIFIED TO T\{ ENC"EER N WI!Il~G INM£DII\TElY. PROCEEDING WIll' CONSTROCTION WITHOIJT N011f~Aro~ ~ DONE so AT THE CONTRACTOR's OWN RiSK. 15. PROPOSED lOP OF GURB ElEVATIONS ARE GENERAlLY 6" AI3IOVE EXISTING LOCAL ASPHAlT GRAOE UNlESS omER'lo"SE NOTED. RELD AMJST TO CREATE A UINI~UM Of .75X GU11ER GRAOE ACooG CURB FACE. ENCINEER TO APPROVE flW CURBING CUT SHEETS PRKlR TO INSTALLATION. 16. REFER TO SIT[ PLAN roR PDDITIONAL NOlES. 17. 1I~ CASE Of ~SCREPANCIES BETWEEN PLANS OR RELAlNE 10 OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. I~MED~TELY NOTIFY THE ENGINEER IN WRmNG or ,"Y CONFLX:TS. 18. CO>l1RACTOR SHALL BE R[QU~EO TO SECURE AlL NECESSARY PERMITS AND APPROVIi.S FOR ALL OfF-SITE MATERW, SOURCES mD DISPOSII. rACtUlES. OIONfRACroR SHAll SUPPlY A COPY OF APPROVALS TO ENQNEER AND OWt>ER PR~R TO INIT~TING WORK. AIR • BOUND = CARl CORRAL = CURB S](l' & 'iAN ACCESSiBlE Vt100 o IRON AN • W>JLBOX PAR' NlIIBER ROUND PICNE TIIIlE ACNIC TABt.E RR XltiC TRAfTK: S~NAI. U SHAPEO BOLlAI'D VACCUM -------------100· lIP, -------------200' lIP, SITE ,~ ~. ~ + =~--= i : : i EROSION HAYBAl.E -----RLTER SACK --------------- Iv1W -3 ~ ~O~110RtlG Will ----------------- ---SF ---SF ---SF ---SF ---SF---- ----TPF -----'PF ---IPF ---TPF ---- ARROW DOUBLE ARROW ARROW CURVE LEFT ARROW CURVE ~GHl ARROW LEFT ARROW RIGHT ARRDW S1R.'JCHT LEFl ARROW STRAIGHT R~HT ONlY STC/' BAR AREA UGHl AREA UGHl 9~ AREA UGHl 120' AREA UGHT QUAD GOOSENECK UGHl S~N BACK TO BACK SION omCml£ WARNING pma 100' RIPARIAN BOUNDARY 100' RIP~AN BOUNDARY WETlAND OOUNOARY TREELINE H.\1!lAl.ES OI-l.ET PROTE~,'ON) HAY8ALE STOCKPILE STDNE STOCKPILE HAYBAlES AND SILT FE\>JCE COM81t1\TKlN SILT FE~E TREE PROfEcmN FENCII><; GG [XI EM [] '(0--' , , , , \.~-~ C.o. o DRAINAGE & UTILITY PROPOSED CB PROPOSED CB (DOUBLE) GUY WIRE f'AtlD HOt[ TRANSfORMER • UTIlITY POlE + GAS NETIER GAS GATE PIV • ELECTRIC METER ... ElECT~C MANIW' .. CLE»OtJr ----c-----c-----c-----c-----c-----c---- ----E-----E-----E-----E----E-----E---- ____ --E/T - - - --E/T -----E/T - ----E/T-- ----FO ----Fa -----FO ----FO ----FO ----- ----G----G----G----C----G----G---- ----S-----5----5----S----S-----S---- ----T-----T-----T-----T-----T-----I---- ---w ----w -----w ----w ----w -----w--- TC=1oo.50 BC-loo.DO ~m EXIST [TC= 100.50 I [1lC=TDD.OOI ~GRT=1005~ ~ ::>T 1 GRADING TOP & BOTTOM or CURB MECT EX~TING GRADE TOP « BOTTOM or CURa CATCH 8AS~ CRATE £LEV. PROPOSED SPOT SHOT PERk TEST 8ENCHUARK ~1 ~~~~:5~1 l ~~:~~:~1 ~RIN-100.501 IfFE=1oo,5g TH 1 I I I ------------~@B~--------------- ---------123---------- ~DGE UNE .-------------------- PROPOSED OMH PROPOSED fES 12 INCH 1000 GAL. PROPANE TANK SE1I£R >lANHa.E CORPORATlJIISTOP CROSS WATER GATE HYDRANT PW REI10CER lEE THRI!.;TBt.OCK CABlE SEIMCE ELECTRIC SERVICE ELECTRIC & TELEPHONE SE"-ICE f~ER OPTIC SERVIC!: GAS SERVICE SEWER SElMCE STOR1.I ORIJN APE TELEPHONE SERVICE WATER SERVICE TDP « ooTTOU or WN.L fOP « oo110M OF OOCK MANHOlE RIM ELEV. PROPOSED fltllSH fLOOR lIST H(li fLOW ARROW PROPOSED CRADE EX~TING CONTOUR ~NG U'IllEX CONTOUR PROPOSED RIDGE UNE z o (f) z o t (f) ~ ~ ~ o z a::: If] W W ::;; '" o :2 G:l o I U U z 3: Z o ~ f= u (f) ::> (f) DO L.JJ r-ae (f) o Z o 0 <t U I I w if) w (f) u i>! G: 0 u.. 0 o <t ';;( o EXISTING LEGEND /' 1JP'9.l}s~!t~ 3521U'HPII(.EROAD SOUntiOROUGH. MA D1m PH:{5DI)~ F)(:(!J08)~ _.I!nhI.t:nil~.w.l 124 -125- X 12345 x rc 12).<5 x G 122.95 XTW 12145 x8W 122.95 X fF 12).45 M 'iN r><J GV r><J ---OH .. -- --G-- EXISTING CONTOUR EXISTIN G SPOT ELEVAT ION EXIST. TO P OF CURB ELEVATION EXIST. GUTTER ELEVATION EXIST. TOP OF WALL ELEVATiON EXIST. BOTTOM OF WALL ELEVATION EXIST. FINISHED FLOOR ELEVATION HYDRANT WATER VALVE GAS VALVE OVERH EAD WIRES APPROX. LOC. UNDERGROUN D GAS LINE UTi liTY POLE CONSTRUCTION CHECK DATE CCflp()R.\ TE OFFICE: • wAUJtN.NI ""-• ~"" 'lOI¥IE.fItl • AUWI'I', ~ • lOWSOM. lie • 1'Ui:CJW!.f. N'I • $'ICIII.fNO,IIA .~~ .w~v" LAND!lCAl'J:ARClIl1I:crs : ~~,~ • rOl(lLlt.~A. ==:'I1=-.::-..:=.::.~'""=":.:'.r.gj,~~-.--... CONSTRlICTION CHECK DAlE PROJECT No: CAD 1.0. N: . PRELIMINARY NOT TO BE USED FOR CONSTRUCTION W051094ss2.dw9 W051094 lEI • Ct 0 == E.O.P. G.L. L.SA. J UTILITY POLE/LIGHT POLE GUY WIRE ELECTRIC METER GAS METER SIGN BOL..ARD METAL GUIDE RAIL AREA bigHT PAY PH ONE PAINTED ARR OWS EDGE OF PAVEMENT GUTTER LINE LANDSCAPED AREA • RRT WALL u.G. ~ RAILROAD TIE WALL UNDER GROUND PARKING SPACE COUNT RRT WALL STONE WAL'- STREET ADDRESS 868 SUFFIELD STREET TOWN STATE ~ o w ae => a W ae w '" ::J ~ Z (J (f) STATUS PRELIMINA"?Y PLAN CHECKED AS -BUILT DRAWN BY: (I) W e:: ::> ~ () 1ii z () 1ii I o U DATE BY SJL AGAWAM MA C'U ,11 CHECKED BY: JAK • ,r-----------------~~------------------4-DA-T-E:----------------~ 41530 26177 COUNTY 05/04/09 HAMPDEN SCALE: AS SHOWN NATIONAL STORE NUMBER T PLAN DESCRIPTION I NOTES SHEET NO. ©I::J~ OF 15 ,. £XISTINC [DG[ OF PAVEMENT (TO REMAIN) MAP 17 BLOCK 1 LOT 8 N/F LANDS OF PANANAS REALTY, INC. 8K. 14486, PG. 157 THI!' FOLLOWING STATES REQUIRE NOTlf1CATION IlY EXCAVATORS, [lES(;N~ftS. OR »If PERSON PREPARING 10 DISlURB rHE EN;-rh'S 5U~F~ ANY'frnERE IN rHE SlATE. (w.. hI[, NH, HI, 'IT l-MlI-344-723.'1) (cr 1-&I0-922-4.4!i!l) (NY 1-800-962-7962) GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. ~~--- 7 Ir-;-IIIIIIIIIII ----f- ----~,.-- ---+----- --------------------" ----+---- __ -,-A",'AIN"'"":c"D, WHIT[ LINE (J:1'.! L.FLJ -----------------------f-- SPECIAL DEMOLITION NOTES -;--.<.. . . , U H 0 "Ii 8H f _ ~IJP /19 GRASS AR&4 '1)--/ / ASI'IWJ WAIJ( / ~ 'F--UH 01 STREET ~ /// / SU~ul:~l~,~J~ / / / I 1969 TOWN LAYOUT) ... I. 2. CONTRACTOR SHAlL BE RESPONSiBlE 'OR PHfoSINC PROJECT SUCH THAT EUMIN~TION OF 21" RCP DRAIN LINE WILL NOT IMPACT SHOPPING CENTER'S DRAINAGE SYS'EM. TEMPORARY DRANAGE SYSTEMS SHALL BE CONSTRUCTED AS REQUIRED. CONTRACTOR ~1ESPONSIBL£ FOR PH~NG PROJECT SUCH TWIT EXISTING SlORE REIMJNS OPERAmNAL DU~NG CONSTRUCTION OF THE PROPOSED STORE. CDIITRACTOR SHALL BE PREPARED TO COOllDINATE EFFORTS WiTH BOTH THE CITY ~ND PRQP[<1Y OWNER. EXISTING smRE CLOSING DATE WILL BE COORDINATED W'lH CONTRACTOR AND McDONALD'S ACM . z o '0 Z o r-if) CL CL:: ~ ~ '-' Z 0" I/) W w ::;; ~ o ::;; (,) o w I U '-' Z z 3< 0 ~ f= '-' o 0:: to z o '-' I I o W 0" ::::J o W 0" N STATUS PR ELI M I NARY z o w VI W :J: >- if) w if) () ~ l.L 0 l.L 0 o « Vl W 0" ~ (:J Vl Z () Vl I o '-' o o o I~ ,w 13< OAT BY 1-----------------------1-------+-------1----; lI[j{]D~ [J)[1&~ u@ [IDB MuD[1D~B@) [?@~ @)B[D]@[1DuD@~ ~QD~~@~~@ @~[1 \:7 3li2TUf'lNPIKE ItC).t.D SOUTHBOROUGH, MA01712 PH: (508) 48IHIIIOO fX: (SOB) 4aO«IeIl W-.BDhI.E~aI~Ill·OOIn CORFORA IE OFFICE: • W.unN,NJ O~~Ices; • ~H. 1M .!ICWfIE. It'D • AWANY', Nr • TOW8OK KI • I'l.K1'A!iE, ~ • MEN-INIJ, VA • FIOI<IOCIN«Ho!A, Il!' • WAAR:NroN, w.. • ~PA • ,uU~.fL I:NVDONMDiTAL cm.1iULTA-'O'S LANDSCAl'E AIU:RITECT8 • CENlEAVI<I.iZI'. PA ~:r.:.:""'.:=:::.~~V.:'..:.:a.·AVn. .... ----....... PRELIMINARY PROJECT ND: W051094 NOT TO BE USED FOR CONSTRUCTION CDNSTRUCTION CHECK on CONSTRUCTION CHECK DATE CAD 1.0. ;: W05! 094ss2.dwg r J .. """~ 4153D . 26177 STREET ADDRESS 868 SUFFIELD STREET TOWN AGAWAM COUNTY STATE MA HAMPDEN NATIONAL STORE NUMBER PLAN DESCRIPTION DEMOLITION PLAN PLAN CH ECKED AS BUILT DRAWN BY: SJL 1-----------_._- CHECKED BY: JAK DATE: 05/04/09 1----------_.- SCALE: AS SHOWN SHEET NO, ©~® OF 15 J'1oE fOLLOWI~ STATE$ !![QURE NOTIFICATION 5'f EXC,o,vA'T01tS D[SI:lN[~ 011 NIf PERSON PREPARING TO DISTURB ThE ~s SlRF"AC£ AH'I'M£R[ IN lHE STATE. c ...... ~t, NIi. Itt, Vl 1-M8-3U-713J) (cr 1 ~O-W.:n-~4M) (1lY l-BOO-g62-7962) DI1STIN(] I !STOIC?' fiNCI( 6tJf1.0IfVrJ "llffAJt srOf/ES' /8JO-870 PROI'IlSED WeDOIfAU)'S lH7 PROIO ilESTAURAHT 3,!8t CROSS '!II 3,162 II£T Sf 74 SEATS r{ • /' p /, /x · /' . \ / /' \ /' / / // /' ~~ / ~ /' /' / / / / /~ // \ / / / // ---~=~~~~ ~/ ~ ~ ~ --\ ----~ --~ £XJS1lNG , srrmr B/IICJ( 9JIi1JING 7/ETAJ{ S/VRfS' /8JO-870 ~ ~ / CtJIC. 1.'lK /' ~ ~ -----~ ---~ -crio<U 1:":::<::,,--'.:.,-,--"l ,rr' .v l~~ ~,-"" M @ -- \ \ , , , -----, --~ CXlSTlNG , SlVfIY 8II/CI( BIJIlDINC 7/ETAIL SIOMS ' IIJ.XJ-BlO .- \ , \ \ \ CONe. _ _M, M --- --- ---- 75' 'ROO YARO SEfIACI( -----=:r- ----_.- \ ~, ~~ T ~ h\ /9\ I , r '\' \ .;",'=~" I / I ~;·2:S.t.- i \ 1,,---I .. f··· I __ 0_' L_ \ -.1IASGWf' SIOHYir -BUIWING ~CErTY" /82, •• 1-<> ZONING ANALYSIS TABLE IONlIIC DISTRICT: INDUSTRIAL B (RESTAURANT Il:RMITTEO) (DR~'( !HRU BY SPEW/. PERMIT FROO THE lOOING IiO.'RIl Of APPf)15) ZONE CRITERIA REQUIRED EXISTING PROPOSED l.I .... u .. LOT AR[A ,3,560 SF 527,480:1 SF UNCHANGED '~INUN FRONTAGE 100' 81 0,5':1 (SUFFIELD 51,) UNCHANGED 569,7:1 (SILVER Sl) UNCHANGED ,INIIIUM FRONT SETBACK -",' 14.6':1 (GAS SIATKlN) UNCHANGED 52~'± (",DONAlO'S) 76 .• ' (',OONALO'S) ,iHlIIUN SIDE smACK 15' 28.0'! (_ WlT£R) UNCHANGED 202.6':1 (M,DONill'S) 28.0' ("DONALD'S) IIINIIIUN ROO SETBACK 15' ~7.2'! (SIU. COOER) UNCHANG£D 282_7'! (McDONALD'S) 361.5' (M,DONALD'S) - WIWUW BUllCING HEIGHT 40' lIIK_ (5I11P. mIl{R) UNCllANG£D UNKNOWN (M,DONALD's) 21'-," (W,DONALD'S) ~IHlIILJIj OPEN SPAC[ N/A 15.4% lUX PARKING SPACES HOI 5PECFIED SS5 520 50 WIN. (I) 41 (McOOHill'S) 33 (McDONAlD'S) (1) AT L£ASI SO PARKING STAllS ARE REQUIRED fOR ORNE THRU USES, AND Will BE PROVIOED WITHIN TIE .,DONALD'S PARKING AREA AlIO WIlHIN TI£ "SOUTHGAT[ PlAZA' SHAR[D PAJlkIlG. MINI'UN PARKING DlNEN~ON = 9'XI8' OPEN SPACE CAlCUIJ.TlOHS: TOTAL LOT AREA= 527,410 Sf EXISIING OPEN SPACE. Bfl,BBD SF I 527,480 SF • 0.1~ = IS.5X rI1s.m.m OPEN SPACe: 87.l6O Sf I 527,48£) Sf :: O.US :: lUX ~ <",L. ~ ~ ~ ~ \ t a If) Z 0 Ui (f1 G:\ f-Z Q:C w ::; '" ::;; U 0 w U I U Z Z ~ 0 0 i= f-U If) => (f1 Q:C w f-a::: If) 0 Z 0 0 -0: U 0> '" 0 0 ...... ...... cf) o:J "(0-"(0- 0 0 '" @ fj!jD z B 0 ~ o . 0 IL Z ",0 to 0 (1) V o til I I til :; I , '" '" Ow @ :;;! n. '" f') Z Z Z ~ Ow W 'il ~ 0 W '" "' C3 a:: ~ ~ ~ W If) [S o It: a:: ~ !j! f-Z 0 If) 0 '" It: I-L5 f-a w Z '" a. ... o=> I « a '" 0 f-U @ n. I" a:: « w '" 0 0 ::; z '" I <J) ... c 0 w w 0 crt) 0 .. ::> (Q) C ~ '" 0 z 0: If) o n. W _w ~o: "" ~ w "-'" 0 ... @ W 0 i); z o :::J z « .. I '" V> ~ Z 0 ~ ~ W If) tI> I/) w w W I U I-a:: c:: 0 "-0 0 « w ~ 0 ~ 0 w Q:C :J I/) If) 0 W .J W 0' -0: a:: => > f-a <t Q:C N Z ~ " 0. 0. w Ui .. 0' => Z Z ~ " 5 <t If) Z Q " I [lJ Q u ,..; r' "-e, w " C C ~ " ~ :0 to <> '" '" ~~~~~~~~~~~~~~~§u~~~~~~~~~~~·--··-··--····--·~~·-·-..... --IX --•. __ '----r~ ... --.--~1;,,-.. _ .•...... ~ ________ :::..- GRAPHIC SCALE ( IN FEET) inch = 40 It. o ~~~~~II ~~~-••• --•• -.-•••••• -'--1 PROJECT No: W051094 CONSTRUCTION CHECK DATE CAD 1.0. I: W05'r094ss2.dwg ~ ~ Iii ~ ci '" 0 i1i ~ (l '" '" w 0 "-0: U 0 0: r-________________________________________ ~~S~TA~T~U~S----~~DATE BY PC;:ElIMINARY STREET ADDRESS PLAN CHECKED 868 SUFFIELD STREET AS-BUILT TOWN STATE BY: SJL AGAWAM MA CHECK ED BY: JAK COUNTY DATE : 05/04/:)9 HAMPDEN SCALE : AS SHOWN NATIONI'.L STORE NUM BER PLAN DESC RIPTION SHEET NO_ OVERALL SITE PLAN ©CJ~ , '. I 1 .\ ~~~~~~awc ~~ MAP 1-8 ~ / BLOCK 1 LOT 1 ~ N/F lANDS OF \ /' SOUTHCATE PROPERTIES, LLC ElK. 10690, PG. 177 PARCEL 1 / // / APPROXIMATE LOCATI~'/ UNDERGROUND UT::Jh." LINE. MAP 17 BLOCK 1 LOT 8 N/F lANDS OF PANANAS REALTY. INC. BK. 14486, PC. 157 TIE rOl,.lCMlJoiG $TAUS li/EQUIII[ NClTFlCATION 1fT EXCAYAJORS. OES[)H(1tS. OR HI'( PeRSON PR(PNlINC TO GlSfURB 1M[ EAlffil's SURrolCE ..u«MiERE IN TI-£ STATE, (MA, 1.1(, NI1, RI. VT , -!8I1-~ ... -nJJ) (CT l-I!!OIHI22-~~~~) (Itt l -eoG-96Z-7$$t) /' /' /" \ \ \ \ PROPOSED ~. WIlE COII:RETE SIlEWALK PROPOSED CONCRETE \ \ CURS (TYP) GRAPHIC SCA LE ( IN FEET) 1 inch = 20 It. 10'A: -----18.0' PROPOSED TRUNCATED OON£S 17.0' /' ./ /:, PROPOSED CONCRETE /" ctJRB (m.) /" /" ~0P05[D ILUSH SC01I(D COMCI!£I[ ISLAND (TYP.) ~~=r!!;'.-" CONCRm CURB I . lD.J' PROPOSED IkDDMAlD'$\ i 45-87 PROTO RESTAURANI \. 3,186 CROSS Sf / 3,662 HE! Sf \. 74 SEATS (TYP) 3'R 46'R ." SYSL 3'RL~-ll 1M' @ @ ~ 16.0' I OPOSED 6' WlM COHCRnE SllJ{WALK ---........ PROPOS!]) EMTER DIR[CnONAl geN 18.0' 18.0' \ V PROf'OSEO CONCRm IS'R CURII (TYP) 10S'R PROPOSED CIJiCRETE CURB (m] -----,o'R rftQr~~fD ~~~~tT' ASPHALT \ \PAVEIIENT _ .... --«::-- " \ - CURB (1'1') PROPOSED UNIT 3'R'-=~~4-_-":Of~W<JRl~ I 1 1 fr---="'.3'R PROPOSEIl UNIT ~ PROPost:D UNIT Of PAVOOHT MRLlY CONe. CURB LS.A ~ .. =n -----------_ I ~-PARKING WITHI" OVERlAY AREA SHAll BE RESTRIPED TO MATCH EXISTING --~~~-~~ 1 [~STING ISUNO TO RMIN If-----/ PROPOSED BlTUNINOUS ~ /' tafCR£T[ PAYDI[HI ____ -1f--____ ) (TYP.) / ( ---~~Il";", ~~ --1--_1 ~ ..... !o' ............. -18.0' 8 11=====j.------'lti4.0&:'~ _ _t==18~.0~' =4=:~8~.D:' :~~--lliL---jC::::::JiM=~ /I 24.0' 13.0' E:! __ +-__ 1 1 ---+---1 ____ [011 / -- - - -:: - £ ~ - --- M B N/ F E o F ~ uUlnGl T BK, 1 £ '- .----- ~-f'R{_IED .. PI!OfoS!]) _-5'Hh ·NO LErr --f---I -_ .. _.- CONCiVE CUIIII '--",-I (m) PROPOSED 10' X 69' CDIICI!£T[ IlAT I .. PROPOS!]) ~ "00 NOT [NYU- S~N PROPOSED AOA ~GN WITH VAN PROPlmJ TRUNCATED IlOKS PROP05[O rwsH COHCRETE WAlJC PROPOSED ADA SICN PROPOSED lliAHSITKlH CURB ~ GRASS MEA 1lETN. GUIDE fWL IoSPHN.T CURS TUIIH· S~N ~OPOSED flUSH SCORED COHcmE ISLAND \ \ PROI'OSED EXIT \ DIRECTIONAL \ ___ •• gGN V1<"""'" STOP \ SIGN (TYP.) 30.2' 16.8' PROPOSED fLUSH SCORED CONCRnE ~ PROPOSED CONCRETE CURB (m) -~- I _0 STOP PAYDlEHT ID'R NARta!IG (TYP.) PROPOSED ,,."' SYSl CONCRm CURB (TYP) ROPOSED COIICI!m CURB (m) ----11--_1 ;;;1 " SWSL (TYP) ~ I I 1 3'R F=='===~ 3,J U.O' 13.0' 1 ~ 10'R RElOCATID lIGH!' :>~~=====-~/O'R POLE 2t.O' :~~~ CURS 10.2' 26.0' (Trp) PROPOSED flUSH PROPOSED 25'R SCORED CONCRETE '00 NOI ENTER" ISlAND SIGN (TYP Of 2) ~ _---11-~S!]) 'KEEP JJ -~CHT' SIGN (R4-7) n 2'R LIIIT Of PROPOSED ~ -f~~'."...--,(7-_--jlPROPOSED CQIICRETE aiRS 0, r--::/~5~.6'::-+-1/21!.0[' _1~8!.9~' COIIOIETE (HATCH EXlST~G N ~.!l,~ ~@.!l,~ CURB) I \'R ~ o L.5.A ~I_-' / -1 75' FROHT .............. CONe. CURB PAINTED WHITE LINE ITYP.) --- SETBACK A T CI)// W-1.J----..-.:=--Jl0'R:tJ=:;;;:;;;=r=====--.,J~==_========~=======,!F========_======~ _____________________________ ~~~~=-,I~+-.~~------t-------~~~P~~~PO~S~EDSUWED---~P~TC~B m GRANITE CURli ASPHALT CURS UIIIT OF P~POSED II PROPOSED SlCF PROPOSED ·kEEP SOUD WHITE~LlIIf;,;:-----t-----.:,-------~s~~,..,.---~V'-----------------------------__ _ CONCRETE CURB iif'li PAVEWOO IIICHl" SlQI '" =======================~(IIA~~:H;~:S:TI~~OOR8~)==~ :::NA:~:::(Tr:p:,)::::::~~4-:n;:::~~~~~==~==1=========~'~~==~==============~==~============================================================ DOUBLE I'lILDI/' LINE 'II ----- a4.5' OPENIHG (ASPIfALT i1OJlIJWAY) 181 ,/ ./ ./ ASPHAJ. T CURB I C/IASS ~ / / ,/ 011 / ! JIJW W/lITf lIll all OH---OM ASPHA/. T WALK all all 0 ,1 -OH SUFFIELD (PUBLIC ~ 60' WIDE ~ STREET 1969 TOWN LAYOUT) ~BOHLER m BOHLER .:wENO[H".['O W II! N GIN IE lE li. IN G 3S2 Tl.JftM'I!<E ROAD SQUTHtlOI«ll.IGtt,IM DTm PH: (508)4&0-0000 CIVIL II: CONSULTING ENcamJ.:M ENVIRONMENTAL CONSULT AN1'S CORPOAA TE OFFICE: + WARRIN,I'IJ Qf=.ce.: • SOIJn4IO~ WI • 't:MIE. 101) • AIJINN. N'I' • ~ IoD • ~~,,,,,,, • ~N1.\·A • ~~»i • ',,·_O(r'O/o,I,VA FX: (®S) ~fIO.8OfIO _..8olIII!fEngJ~oom I .AN'DS('.API: AJlClUTl:cn : ~~~,pp • FQRTLAI.CUUlO.lZ, II. ~ ... -=--..:=.=.,.""':"I,'G".-..u&'lr&:' =--==---..... PRELIMINARY PROJECT No: NOT TO BE USED FOR CONSTRUCTION W05 1094 01 1 CQt,STRUCTION CHECK DATE CONSTRUCTION CHECK DATE CAD LO. #: WOS1094ss2 .dwg GRASS ARfA 011 sOLID WIIITf till ASPifAt. r CIIfIB neo--- ASPHN.T WN.. SYSL = SlNGL[ YELLOW SOUD UI£ SWSL = SINGLE WHITE SOUD LINE ZONING ANALYSIS TABLE ZONING DISTRICT: INDUSTR~L B (RESTAURANT P"cRWIffiD) (D1M: Tf'RU BY SPECIN. PERVlf fRQi,l THE ZONl~G HIlARD Of .IPPEAlS) ZONE CRITERIA REQUIRED EXISTING PROPOSED WINIMU~ LOT AREA 43,560 SI 527,48Df Sf UNCHANGED MININUM fRONTAGE 100' 81O.S't (SUffnD Sr.) UNCHANGED 569.7f (SILVER sT.) UNCHANGED MININUN fRONT SETBACK 75' 14.6'i (GAS SUlION) UNCHANGEO 52.2', (McDOHAl.II'S) 76.4' (IkOONALO'S) hiN:NUN ~DE SETBACK , 15' 2a.O'± (SHOPPING CENTER) lIlCHANGED 2D2.6't (IIcOONALO'S) 28.0' (HcOONALO'S) MININUN REAR SETBACK 25' 47.n (SHOP. CENTER) l1ICHANGED 282.7' ± (McDONALD'S) 361.5' (McOONAlD'S) --MAXIMUM BUILDING HEIGHT 40' ilNKNOWN (SN01', CElITU) UNCHANGED UNKNIlWH (McDONALD's) 21 '-4" (IkDONALD'S) NINII.IUM OPEN 5PI\CE H/A 15.4% 16.6r. 1---:----. - PARKIN" SPACES HOT SPECIRED 555 520 5() I.IIN. ~1) 42 (McDONALD'S) 33 (NcDONALD'S) (1) AT LIAST 50 PARKING STALLS ARE REQUIRED 1011 ORIVE THRU USES, ANO WILL I[ PROVIDED WITHIN THE McDONALD'S PARKING AREA AND WITHIN THE ·SOUTHGATE PlAZA· SHARED PARKING. UlHI~U~ PARKING DIMENSION = 9'XIS' OPEN SPACE CALCUlATIONS; TOTAL LOT AR£A= S27,~ 51 EXISTING OPEN SPACE= 80,880 SF / 527,480 Sf = 0.154 = IS.SX [KISTING OPEN SPACE::: 87,560 SF / 527,480 SF :: 0.1&6::: 16.6" PAVEMENT MAR KING LEGEND SYLL SWSL Bl..UE BACKGROUND W\·UTE LEffERING b I ;-. SINGLE YELLOW SOLID LINE SINGLE WHITE SOLIO LINE 11·~O·1 0. -I HANOICAPPED ' PARK-ftC 'f SP£Cl,ll I\.U[S ..... -"" "'"'-"' J wl\Y~l\r L O\II:ER'S 01'["5£ 'i.e VAN ;; ACCESSIBLE J r 1$300 FINE I ! 1 .3 L9S./l.F", CAl VAN1Zro STEEL CHANN£::.. POST r ",N>SHED GRODE 'HANDICAP PARKING ONLy' SIGN NOT TO SCALE STREET ADDRESS 868 SUFFIELD STREET (/) z z o 0 ..... (/) Il. I./"J GJ 5 ~ oc (/) W UJ :::2: ">(' o :;; u o w U I (/) --' :; o '" (L (L « z S (L o Z z :;: 0 o i= ..... U 01 ~ U1 frO W I-'" [/) o z o 0 « 0 ~ o w '" ~ o w '" N STATUS PRELI~1INA RY PIAN CHECKtf) w v, w I >- VJ W Vl o :J:! ~ 0 "-0 o « C0 W '" ~ ';;: z (5 VJ Z (5 iii I o i.j DATE BY .------+._-~-j----\ AS-BUILT TOWN AGAWAM __ ~ _____ -+ _______ -L-___ L----I STATE DRAWN BY: SJL... MA CH ECKED BY; JAK DATE: SCALE: D5/D4/09 ----------l AS SHOWN COUNTY HAMPDEN NATIONAL STORE NUMBER PLAN DESCRIPTI ON SHEET NO. SITE PLAN ©=@ OF 15 \ '. .' \ ,!;.'2 \ \ \ ./ ./ / /~PPRox. ~OC'JIO~, / /:':::~U.' ./ ./ ./ ./ '" ./ • '., GRAPHIC SCALE 20 0 10 20 eo ~~~·_~"_I~I-~~~I ( IN FEET ) 1 inch = ZO ft. /\ / 11,16\ -- \ '%,. \ 5X W. SlIP[ 0, ~ \ WAX. CROSS SLOPE '%,:%,' .••. 22 IN ILL ADA ~ .,' ACC£S~8LE ~~ SIDEWALK AREAS ~'" ~\. ~~\ PROPOSED NcOOH~S 45-87 PROIO REST'UR'~l 3.886 GROSS SF I 3.662 NEl-SF 74 sms \ 5X WAX. SUCPE 2X WAX. CROSS SLOPE IN AU. AIlA ACCESSIBLE SVEWAIJ( ARDS \ \ \ --~~ /lill}2] ------~-~----!~~~-----t 0 • ./ / IFFE-126.1Q! ~~~f~;.;.~~~ 5X WAX. SlOPE IX WAX. CROSS 'l§ )J G I . IN AU ADA ACCl:SSBlE 1 '. 'j.. \,Z4,62 1 ~"-JE§ l X IlAX. SlOPE IN AU. '" ADA SIAllS III 0 1. 2 r ,/ ./ /' 1 . APPROf(. Of SAWCUTjUI411 or WORK lIN @ " . E ~ (lYP.) j 11 I G 11·· I r. \25.06 -, --/ off---/. 0 11 all ,/ / / ,/ SPECIAL DEMOLITION NOTES - _m-- CONTRACIOO SIIIl.L BE RESPCNSIBli FOR PHASING PROJECI SUCH THAT ELIMINATION Of 21" ReP ~N L~E WIlL NOT I~PACT SHOP~NG CENTER'S OFWNACE SYSTIM. TIMPORARY IRAJNAGE SYSTEMS SHAU Il: CONSTRUCTID AS REOIJIRED. CONTRACTOR IS RESPONSIBLE FOR PHASING PROJECT SUCH THAT EXISTING STORE R["~S OPERATIONAl. DURING CONSTRuCTiON or -f{ PROPOSED STORE. CONTRACTOR SHAlL BE PREPARED TO COORDlWlTE EfrORTS ~lTH BOTH IH[ CITY ~D PROPERlY OWNER. £X~nNG SIORE ClO:J1(; DATI \\Ill BE COOR!)INATIO WITH CONTRACTOR AND hlcDONAlO'S ;Q,[ ., Ic 1 2"~ C 12!1· --~ ----\ ?5-6~ 125·! APPROX. LOt.nON or SAWCUI/Ullrr or WOHl( UIE (TYP.) ~[_:..""-_".,.,,,;;;~~~ "-_ -126-_ ~ \~ \!g 12 5,j7 125-18 G ------ ---;ilS.;f" /' 't 12· , ~ I APPlIDX. LOCATION \ or UMII or WORJ( 1.="",UNE (TYP.) "'-./ "- ( 12,.91 I < -- /' -__ ~t./ /' PARKING WIIHI' OVERLAY .IIEA SHAll. II[ R£SIRIPED 10 W.1CH EXlSl~ / I -- G '/- 125.7:') ---~ ~ ~ -- -m ----'2~.15 123)4 \ \ - I I 'PPROX. LOCATIOH Of ~I SAWCUI UN[ (TYP.) r / PROPOSED BITUMINOUS ~ ~ CONCR£l£ PAVEMENT TC=126.32 T =1 . BC=125. (TYP.) !" 8-1 "l-Ff 1 .J. I I I I I \ \ 1 I ,'25.2l / I ~ T 1 "'2,·,9 1 1 I I I I I \ \ ( \ \1~ \}?;.tiJ " TC=125.85 BC=I! . -- \ APPRO( LOCATION Of uwrr Of \ WORK LINE (TYP.) "-" --- - -/25------ APPROX. LOCATION Of S.lJlCUT I\JIiIT or WORK UI( (TYP.) '~ --- @ -(:0 .. --- -----12l.,O} ---, ---_ .. - " G -,<1 -- ,:it .rJJ -'" ----.-I _ --;24-----G \24.69 J r: 12~J2 G 11 •. 05 r. G \23·,a3 " c Ik .. 011 0" 0 11 I i;! SUF FIELD li5l TURfII'l1(£ F«:IAO SOUTHaotWUG/'I, Wo01m PH:CSl6}~ FX: (Sl8}48O«l8O -...BGII!.-:n~.am (PUBLIC -60' WIDE - cwn. &: CONiD1.11N(;: ~GlHn:lII!iI SURVEYORS PROItCT M.\KACDS £NVDlD .. ·.'MINTAl COI'tfI1lI.TANRI J.AI"(DfiC.U'l AltC.:.ncr1'l PRELIMINARY all STREET 1969 TOWN LAYOUT PROJECT No: NOT TO BE USED FOR CONSTRUCTION WOS 1094 L 01 ' Of! O<i-- CONSTRUCTION CHECK DATE. CONSTRUCTION CHECK DATE ' CAD 1.0. I: WOS1094ss2.dwg STREET ADDRESS 868 SUFFIELD STREET TOWN AGAWAM COU NTY STATE MA HAMPDEN NATIONAL STORE NUMBER PLAN DESCRIPTION GRADING PLAN (J) Z Z o 0 ~ If) (f) GJ 5 ~ ~ (f)W W :;;; ::<: o :;;; u o W u :r: u '::J :;: o cc: 0.. 0.. « z :s 0.. z z ~ 0 o r= f-u (f) => (f) cc: W if; gs z o 0 « u W ';:( o ~ o w ~ :::J a w ~ N w cc: :::J 1---« z g (f) STA.TUS PRELIMINARY PLAN CHECKED AS -BUILT DRAWN BY: CHECKED BY: DATE: SCALE: SHE ET NO. '" '" w I ~ (J) W t3 <..l ~ ;;: 0 c.. 0 o « V1 w ~ => ~ z o iii z o iii I 6 u DATE BY SJL JAK 05/04/09 AS SHOWN @=@ OF 15 o "-\ \ \ \ \ \ \ \ \ MEW .. COY[fI (C/O)- TOP Of COV[fI=J24.56 REllICATEO UGHT POl[ /' /' /' " r-REPIACE EXISTING C8 FRAME AND GlATE "i2,\ o.~\ :.,. ~. \ '2>.~ APPROx. lOCATIOIf'y Of SAWQJT/LIIIT or /' -lINE (TYP.) /' 'filTH ~ fRAIIE AHD ro'IIR (EXmIIG 1ft OUTlI:r TO II: CN'P£D) /' PROPOSED TRAHSFORIIER (CONTRACTOR TO COORDINATE fiNAL LOCAnQlj AND CONNECTIONS wrrH LOCAL UTIUTY CIlIIPAMY. If COMfUCT EXISTS CONTRACTOR IS TO comCT TH[ ENGINEER IN W~nNG I~MEDIAT[LV,) /' /' \ /' "&.~\ ~~\ ~~\ /' -;y /' 2'· HJP( L1I70; S=OoOOf OIIH-02 12" 1.=26'; 5=0.005 RlWJl I25."S IMY (IN)=1I8.42 (1lIIH-J) /' /' /' 21" HOPE L=70'; 5=0.004 GRT=123.50 IHV (1H)=IIU4 IMY (ooT):118.94 , PROP, l1li=123.80 EXlSlI«l IN'I=119.0 PROP. IN'I 0UT=119.0 H~~~=-=-~-_~:-/T.:j_-~1ttttI~fftjtfr.. ~" • d '<"" --;>- PROP. GAS SERVICE .. I PROPOSED ... \.. ELECT~CAL _ GATE VALVwE • " .. ,~ \ AND TELEPHONE SERVICES.. , \ PROP .. ~~g 1[=11 ---" 9, "i2,.\ SE .. 0; ~ 4" V£NT---<l ~ PIP£; L:28' '2>."'\ ~_~'\ KIfCIIEIO IMY D-i-Is --- '-~ \ 001= 122,60 ~~'\ ~ \ \111"5 4?J. \ \ ~'?: \ ~~ \ \ ~~ \: \ \ IMY (1N)=120,17 (CB-2)~~=::~~;~)~~::~ IHV (lH):12O.02 (ROOF) INV (OUT)=IIB.42 \ SANIh/!V INV Itf::<+--s __ _ OUT: ~.60 ]' <.AU\,·\ \ ~~\ \ ~~ \ \ \ 2'" HOPE L=77'; S=O.OO4 \ \ \ \ 'f\1If6 , \ ~ ~ " " \, ,,\ ~~\ ", PROPOSED McDONALD'S ~5-87 PROIO RESTAURANT 3,886 GROSS Sf / 3,662 NET SF 14 SEm IFF£= 126.1@ '\ 6" 0.1. 1.=50: 5:0.054 " " " \ \ \ RIM: II/V;119.8 PROP, IHV 1":119.i0 PROPOSED CUT/Cli S" I.\IERAl TO EXISTING 14(00IIIIJ)S \ \ \ \ \ \ " = -- 18" RCP TO RENAIH. CONIRACTOII SIIIU CQfIftIj IN'/!RfS PII!Il 10 COISTIIUCTIOII 10 ENSIIIIE PI<OPOSW CONNEcnOliS ARE FEASIll£ AS PROPOSED. CQljTRACfOR ~ TO CONTACT EllQIt:ER IMlllATELV IN WIIITIIC IT COIfllCT EXlm. APPRO~, LOCAnON Of ~ SAwtIIT/tltrr Of WORK UHE (TYP.) -~ \ V / - PROPOSED 2000 GAL GREASE TRAP INY (111)=121,41) INY (OUT):12I.1S ALL CROSSINGS SHALL BE ENCASED Ii COMCI!ETE PER TOWN REIlJlREWENTS ------~::: --...... " \ I I I I I / ( I I APPROt LOCATION Of ~ II SAWCUT UIt: (TYP,) ~ ca CRT=124.99 8OT=120.9± PROPOSEO 2" IYPE K COPPER r Il)I4TRAC1;oR SHAll ""~fY T1RIIItIS Of DRAIN UN[ PIIOR 10 COHSTR\JCTION AMD HOTJY lICOOIWD'S IIIIIAG(Il All) ElICII[[JI IN WRmNG WDlAlD.Y Ii 1. COIIFUCT ElOSIS CONNECT PROPosal GAS AI() 'Am SERVICES TO EXISnNG SERVICES. COIITRACTOR TO COOROINATE FINAL LOCATIONS AND CCHNECIIONS WITH lOCAL UTlUTY COMPANV. Ir CONFUCl EXlm OR If THE E~snNG SERVICES "" CAM HOT BE REUSED, CONTRACTOR IS 10 " '-c...~ " CONTACT THE o.GlN[[R IN WRIIING IWMEOIATElV. /-"" I ""- -~ APPROx. lOCAl1OII Of LMT Of WOIJ( \ UN[ (TYP,) 11 = --------:::::: ~ = =It= = = = - __ GRT=J2J.48 l.f 261 'z JS"I!CP --~ INV:: 12(}.O 1lIIH-03 \' ~W:I~~!r--~\~~~~_~~~2'! INY (1N)=119.20 (C8-1lI) IIY (IH)=118,14 (1lIIH-O.!) \ \ o \ \ \ COHIIECT PROPOS£IJ UNIlERGIIOLIID ELECTRIC .\111 TEUPHONE SERVICE TO EXISTING SERVICE. COHTRACTOR TO COOIlIlIHATE FriAl LOCAfIOHS AIIIl CONNrC1l(lHS WITH LOCAL unurv C()IjPANY. f CONflICT EXISIS OR f THE EXlSnI(; SERVICE CAN HOT lIE REUISED, COIOlRAC1OR IS TO CONTACT lHE ENGINEER IN WIlIIlNG IWNEDIATELV, ,,"Q~~~~~========~ t '\ G_-C __ G_-."I I I I I I I I I I I ~ lIN (0UT)=1I&.14 (1lIIH TO CONII[CT TO EXl5nNG 21" RtP. roHTRACTOR SIIAU. COItFIRII PfE lOCAOOll, ~ZE, TlPE, AND IIIYElTT PRIOR TO COMST1!IJCfIOIi. Ir COlOnIC! EXI5~ CMRACTOR IS TO COlnACT THE EH~N£ER IN WRITING IllIIEDIATELV,) GRAPHIC SCALE ( IN FEET ) 1 inch :: 20 ft. &.. Wf12 ....... CONe. I/£AJ)WAll 12" HOPE L=80', S=0,005 CB-Ql/srORMCEfTOR GRT:12l.60 IllY (OUT)=1I9.60 ~"'1 APPROX LOC. Of U.G. flEe. of TfJL __ -11-------; PER UTlUTr MARKour (S£E NorE J) , is , S , , , w_--w ___ w PROPOSED WATER YALVE -,*o~j I " I I I I I I I APPROX. lOCAI1OII or LIIIT or WORK UNE (TYI',l ~ --- ------------ ------------~~~~~~---=~~~=====:~~~~~~~~=f~============----~~~~~~===-r====--=~==~~~~~========~====== =~=I---===~. .==~=--====----===----=::=s;t-' 8 " SM ", ' "-8 APPROX. LOCAOON OF -• S/oWQJT/U~ff or WORK UNE I-------w---/t-fS1 -w-- - __ w~ ____ w~A!'fIlOlI . .lOCol1!9N_O£. _ _ _: (TYI'.) <iiI SAWCUT/uwlt or WORK UK( W :----w-- (m.) ---- ~---w-----w-___ _ ~APPRl'X. LOC. Of ~G. 8' WAI[R P£R REr /6 (Nor FlEW V[fIIfI£O -SEE NOTE J) -------------------------------------------- -_~" ___ -1J~RCP_ ----IL_ --_____ ~_ I I = = -+ = =: ::: =: =: =: =: =: _B=~=v =~=~=~======~~~~. _w_~_1 -'t/-------w-----w--_ CIJfIC~ / HEADWAlL / / /' /' ;' S5:2 TURIoPIKE ~D SOUTM!lOROUGH, MA 01712 Pit (S08) 4Me9DO FX: (~l4llG«110 WfIW.Boh'-Enlll.-lIlll.CCIm ~ N?fi-';''!f8;QUit--;/n.OG:., wor:-;yu,gc, tJA,;;;§Sf?JPi'[ff1iU:rwr~-----:~-'----;-=i-78w~---------..:,..:---------...:..::VI,::-,::-::"-=-:=-:..:-::..w::-=-=-..::- I MARKOVT & REF. /5 (S[E NOTE ----G-----G- -50' WIDE - 1969 TOWN LAYOLIT) BOHLER ENG I NEER I NG CIVIL ... CmaIIDLTtNG I:NGIKI:DIfI IIUR\'l:YOIlIli CORPORATE OFFICE: • W.u.uN,NJ o,~ .~""' •• ONE.1IIIl ._,>1£ t Tt/loOSClN,IID • ~~.f{¥ • S'!rN.1M\J,VA • ~t«OloI'\, tIf • WAAA&:~ WI. L.o.NOIlCAPiAllCBITECTS : ~~,AA • fOlt'"I.lW90.l.Ii,R. ~=-'::':::::::'''~V:!IA''I&I ~---- ---------- II CONSIRUCTIDN CliECK DAlE CONSTRUCTION CHECK DATE THE roLLOWI~ STAlES REQUIRE NOTIFICATION 8T EXC!W"TO~ ()ESIGN~R$. OR 1M' PERSON PREPARING TO DISTURB THE EAR'TH'S SURrACE IM'WHERE It.! THE STAlE. PRELIMINARY PROJECT N" W051 094 CAl I.D. I: (IlIA, ~E, NH, RI, 'IT , ~ssa-l«-12lJ) (o;;r l-DOO-'32Z-4'i6:'» (Ill'" 1-500-982-19~2) NOT TO BE USED FOR CONSTRUCTION W051094ss2.cw9 STREE T ADDRESS 868 SUFFIELD STREET T~N SWE AGAWAM MA COUN1Y HAMPDEN NATIONAL STOR E NJ MB~R PLAN DESCR IPTION UTILITY & DRAINAGE PLAN if) Z Z o 0 ~ U) 0:: ~ (5 o Z 0::: ~ ~ y: o ::i 0 VJ ...J :;: o 0' Q. Q. « z 5 Q. o w o I o Z ~ Z o 0 f-tJ (j) ::l (n 0::: w f-0' if) o Z o 0 « u w '..;; o w Q' ::l '..;; Z o G1 STATU S PREI.IMtNARY PLAN CH ECKED AS-BUILT DRAWN BY; CHECKED BY: DAT E: SC ALE; SHEET NO . w Ul w I .... (/l w 0:: ::0 i '-' Vi Z '-' Vi I 13 o I on N n DATE BY SJL JAK 05/04/09 AS SHO WN @=7) OF 15 \ . " , o T~ fOLlJ)'WlNG STA1[$ ltEQUIf/E NOTlfICMlON !fr EXCAW.TORS. DESIGNERS, OR INf PEJ/SON PREPARING TO DISTURB nit EAJrnt'$ 5VRFACt HlTWl-ER[ IN THE STATE:. (~ !olE, NH, RI, vr 1-StlB-l«-7213) {CT 1-800-!2Z-4+5~) (loIY 1_800_962_1952) "-\ \ \ \ \ \ \ \ \ IJf1JN£AlION I.N£ GRAPHIC SCALE ( IN FEET ) I inoh = 20 ft. \ \ PR01(cr CATCH BASIN WITH IUT AlTER fABR1C (TYP.) /' /' /' /' \ \ '. \ PIIOJ[tl tAltN BASIN WlIH lrotfl fllER fABRIC (TYP.) A... WfU-....· ... \ \ /' /' /' \ ~.\ ~.~\ ~"'i\ ,~ ... ~ ~ l'!:.. \ Pf!()f'OS[D II<IIONAlD~ 45-87 PROTD II£SIA~ 3,8S6 GROSS Sf / Mi2 NET Sl 7~ SEAlS' AREA OF DISTURBANCE= 76,785± SF (U6± ACRES) APPIIO •. LOCAnoN Of SAWClJT/UWII or IIa!I LH: (TYP.) \ ® , -- I I I - "\ ~~~~~~ii~~~ I PROPOSED SIABllIZEO I CONSTRUCTION /' .-, ENTRANCE " j \ I \ I \ ;' \ \ \ -1--- I \ \ k \ \ \ \ \ \ \ \ PROTECT CATCH-' BASIN WITH IIIL.EJ mER fABRIC (lYP.) - .---- ~ //// ./ ./ vGiJD @ [P[1&~ v@ §I]: (]JvD[1D~[§@) [?@~ @@D[1, §~@@D@~ [P{]J~[P@@[§© @~[1, V -- \ '. '. " \ \ \. ~ \ APPROlC. LOCATION OF ~ SAWC\IT/Ulltl OF _ Uti: (TYP.) - \ I \ I I -- ----- - I mRO •• LOC.\nON or \ I LINn Of WORK UN[ ---------........ ---- /1 APPIIOX. lOCATION Of SAWCUTjUtIT Of wall( IJI( (lYP.) (TYP,) I /~ I I ) / / '., I " APPRO'. lOt.nON or '\ ( SAWCIII UNf (TYP.) \ I I I I I I I I I I I I C ): '===="'" ~- I \ \ r ~ T I I I I I r I I \ \ J I \ \ \ I J \.-....,-=~ / -1 I APPIIOX, lOtATlOH Of OWIT Of WORK UNE SR.1lTKtN BARRIER (TYP.) I (lYP·l I / ! I \ \ \ / \ / __ ----124 __ /" --... --- \PROTECT CATCN BASIN WITH IIUI FILlER fAIIHIC (TYP.) --_ -----125-- ----- -------- -_ = -ll4-,- /~ I SUFFIELD STREET (PUBLIC -50' WIDE -1969 TOWN LAYOUT) 152 ~IKE ROAD SOUIHtfOKOUGH, MA01m PH; fSOI}-4IO-tIOtI FK: (SOB) 4f»«f{) 'f#/ItW,IIoIMEI\Q'I'tWtI'C-CiOtI'I PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PROJECT No' W051094 CONSTR tX;TION CHECK Dm CONSTRUCTION CHECK DATE CAD I.D. U: WOS1094ss2.dwg (f) z z o 0 b: If) ~ ~ GS u z ~ (f) W W 2: '" 02:(.) o W (.) I ~ ~ o 0" Q. Q. « z :5 Q. (.) Z Z ~ 0 o >= f-(.) (f) :::> (f) ~ ~ try o z o 0 <i (.) W ';;( o w n:: ::J '::;: Z o (fl w VI w i" (f) W ~ U 0:: c;: 0 L... 0 o « (J) W ~ :::> ';;( z <.:> iii z o (f) I o u I en N 1'1 STATUS DATE BY PRELIMINARY STREET ADDRESS PLAN CHECKED 868 SUFFIELD STREET AS-BUILT ------------r---~~--~~ TO WN STATE DRAWN BY: SJL AGA WAM MA CHECKED BY: JAK 1-------. --.-. --C-O-U-N~TY----------+D::-:A~TE=-:------'::O~5/-;'O:;-:4~/~;;:;0-;;19 HAMPDEN SCALE: AS SHOWN NATIONAL STORE NUMBER PLAN DESCRIPTION EROSION AND SEDIMENT CONTROL PLAN SHEET NO. @c::J® OF 15 \ EROSION & SEDIMENT CONTROL NOTES 1. Nl. SEDI~[NT ANO EROSION CONTROL .II£ASLIRES Sfi<lU aE ;xmE AS SET rOR7H IN THE 'EROS!().j N\D SIDutNT CCfI'TROL f-Ib.N':eO:K' PUBUSIlED 111 Tf£ U.S.DA srnL COOSERVAmN S£RllCE, STDRRS, CDNNECT~UT, 1972, ~ AME]DED. 2 THOSE ARE.'S UNIlERGrnNG ACTUAl C<mrnucnoN WILL BE LEfT IN AN UN1REAfED OR UWEGE1AfEO CWinOll flIR A ~~UUU TIUE. PREAS SfWl. BE P~RMAN[NTlY SUBUZED WITHIN 15 DAYS rs FINAL GRADING AND TEMPORAAILY STABn..IZED WITIiIN 30 DAYS or INITIAL DIS11liBMCE or THE SOIl. W IHE D1Si1ll<llANC[ IS WITHIN 100 fIET OF A STR£Nj OR POND, Il<£ AREA SlW.L 1£ STI8UZED WllHlN 7 1I!.YS OR PR~ 10 N<Y SlORw E'JENT (1H~ WOUlI ~ClUIlE 1>fJ1AN1JS). j Sffi"ENT BAARl'RS (SILl fE'c[, "" BARRl£RS. ETC.) SHOULD BE INSl.lU£O PRIOR TO All! SOL [)<51URBAl.CE Of lHE CONTRIBUTING DRAINAGE AR~ A8(N[ TH[Lt MllCH NETTING SfJALL B£ USEO TO ANCHOO I.flI.CH IN ALL AAfAS WITH SlOP[s GREAT£R TI-\\N 1~% AFlER OCl0BER lS11hE !>\ME APPliES fOR AlL SLOPES GREAlIR 'HAN B%. -4. INSTAll SlY fINe( AT roc or SLOPE TO FU.TER SILT FROU RUNOFF. SE£ SLT rEHC£ O£TAIL fllR POOPER IUSTALlATIOI4. SlY fENCE WILL REfMlN IN PlACE PER NOTE 15. S. ALL EROSI)N CONlRQ STRUCTURES MtL B£ INSPEClfD, REPLACED AND/OR R£P~R£D lVERY 7 DAYS AIlD I1fJEO"fELY FCUIlll~G mr SiGNlflCMfr R~NFALl 00 SNOW MElT OR WHEN NO lotro SERViCEABLE DUE TO s(DI!JENT ACCUt.lUlAOON OR OCCOMPOSURE. SEDIMENT OEPo,sns SHOUUl BE REMOVED AllER EACH SroRiI1 E\lENT. THEY ~UST EE REMDV(D \VH [N DtPOSITS REACH APPROXlfMTELY OtJE H.&LF ll£ f£lGHr or THE ~Rl£R. SEDIMENT CONTROL DEVlC£S SHAll REWJN IN PlJCE ~o BE t.WNTAI~D BY THE CONTRACTOR UNTIL AREAS UPSlOPE II<[ SllllUZEO 1l11U!!f. 6. NO SLOPES, 81H(R PE"""ENT OR lE"PORAR'I', SHALL BE STEEPER 1"", TWO 10 ONE (2:1). 7 If FlNAL SEEDING Of TI£ [XSTUREED AREAS IS NOT COMPlETED 45 DAYS PRIOR TO TI£ FIRST KillING FROST, USE TElJPOIWN ~UL.CH (OOR~T SEIDNG IMY II: ATTEMPTEO AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTil THE NEXT RECOMMENDED SEEDI~ PERm 8. f[NPCRARY SEEDING Of DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHAlL BE COMPUJED 45 DAYS PRIOR 10 THE FIlST "_ fROSl TO Pl<)fECl FRO" SPR~G RU>.Ilff PROBWJS. 9. OORING THE CONSTRUcnON Ms[, ImERCEPT£O SEDI~Hrr wu BE RETlRNEO TO TH£ 9T[ AND RECRAD£O ONTO OPEN AREAS. 10. REVfGt"lAllOH t.lL\SlIRES "ll CCMIfNC[ lJlON COMpt£TlON OF CONSTRlK:TiOH EXCEPT AS NOTED AB<Nf.. AU OISTU~ED .aRfAS NOT OTHERWISE Sl'~L~D WLL BE GRA11ED, SJ.I1OTHGl. AND PREPARED FOR f~Al S££DNG IS FOLLOIIS: 10.1. flIUR KHES OF LOAN WILL BE SI'IDI) OI1:R 05MBID AREAS 00 SWOOlHED 10 A UltFORM SURFACE. 10.2. MlPLY LIMESTONE MID FERTLIZER ACCOOOING TO SOIL !E!)!. t :,uIL Il:'lIN;; I';) NUl rCl\C>iDIL on :)II1\lL on YMlJI(Ilf: .JITr:::l, on WHERE Tl),11~ IS CPJnCAl, fERTIUZER MAY BE APPUEO A1' THE RATE Cf BOO LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR lOUIVAl£t1T. APPLY CROOt..t) I.II.IESTM: (EOUIVAlEtlT TO SOX CftLClJM PlUS t.tAGN£S1UW OXIOC) AT A RATE OF 3 IONS PER ACRE (138 LB PERT.COO Sf). 10.3. fOWl'II.G SEID BED PR[PARAnON, OlTCHES A'O B/£l( SLOPES >ILL BE SEEDED TO A MIXTURE r.f 47% CREEP~G RED FESCUE. 5~ ReDTOr, mJ 481 TALL rrscUL THE IlIWN JRfJ5 Wll BE SEEDED TO A PRfYIUM TURf I.!IXTURf Of 44% K[t.IlUOO BlUE-GRAS\, 44l CREE~NG RED fESCuE, AI«l 11% PERENNIAl RVEG"'SS SHOo.!: RAIE IS 1.03 LBS PER ',000 ~ 1,\" QUMJrf SOD .AY BE suasnlU1ED FOR SEED. 10.4. HAT I.!LlCH AT Tl£ RrllE (f 70-00 LOS PER 1.000 sr. >. H'rt)RO-fof'PUCATION CF '11'000 DR PAPER fiBER SHALL E[ APPl!W FOlUJNING SEEDING. A. sunABl£ fliNOCR SUCH AS [lJAASOl. OR RMB PLUS WILL BE USED atl HAY MULCH FOR WIND CONTROl. 11. ILL l£1iP()RARV EROSION CQNTROl .£ASl1R£S S1iAlL BE REUO'iID ONCE 11£ ST1E ~ SlAEIUZEIJ. I~ WETLANDS ru 8[ PROfECfEO "/HA\'BAlES AIIJ/OR ~LT fINeE INSTII.LEO AT THE mGE OF THE WET","D OR 11-£ OOUNOARY ()' WE1lAND ~S1URBANC£. 13. ,olJl AREAS WHHIN 100 FEET OF fA FLAGCED Y£TlAND OR SlR£N,I, SIib.U. HAVE NIl EXPOSURE W1N[)()W Of NOT MORE THAN 7 DAYS. 14. ~L AREAS WITHIN 100 F[ET OF A FLAGGED 'fUWIJ 00 STRDU SHALL rOllOW APPROPRWI (RQSk}N CONTROL IllEASURf.S PRIOR TO EACH STORU IF NOT BONG AC11V£LY 'ORKED, M\IWj ~ PROTECT lID. WINDY AREA MOOERAIE 10 HIGH \£lOClrf AREAS OR STEEP SL{P[S CR«fER THAN J: 1 GREATER lH\N j: 1 M\IWj STRAW OR K\Y SIlREOOED OR CI-KlPPED CORNSTAiJ<S STRAW OR HAY (OCHOREO)' JUl[ MESH OR EXCELS~R "'T RA1E (1000 sf) 100 POIJNI)S 185-275 POUNOS 100 POOtlDS IS RECtiIREO (RiJER TO GEOTECIflUI.. R£POOT fOR fiNAL DESIGN REOUIRfMENT) • A mDRO-APPUCATION Of WOOO, OR PAPER FIBER \lAY BE APPliED FOlLOWING SEEDING. A SUITABLI BINDER SUCH AS C~l OR RMB PLUS S1W.L BE USED ON "'Y "ULCH flIR !oj"O CONIROL MULCH ANDlQRING . IIjC!iOll MULCH 1I1lH PEe ~D T\ilNE (1 SQ. YD/BLOtK~ MLtCH NEmNG (AS Pm UANUfACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); Cf£H1:Al lACt< (AS PER 1.IINUFACTURER'S SPECIACA11OOSr, llSE OF A SERRAl£D SIRA1GH1 01S1<. W[111NG FOR SIIIll AREAS AHO RIJ,\D OI1CHES "'Y BE PERMITTED. EROSION CONTROL NOTES DURING CONSTRUCTION , I. WINTER CONS1RtJ::TlON PI:RlOO: HO",HII[R 1 THROU(}i N'Ril 15. 2, WINTER EXCAVATION ~D EARTrIWORK SHAlL BE OONE SUCH THAT tiC MORE THAN 1 A(R( or THE SlIT IS WITHOUT srABluiATlON AT Am 01£ TIME, .3. [XPOSED NO. SH<lUlD 8£ Ul.!ffED TO Ti'lAl CAN BE MI.lCHED IN ONE DAY PRIOR TO mf SHOW Mm. 4. COIiTHUA'lKW or EARTHWORK OPERATI)N ON AOCiIOONAI. AREAS. StW.l NOT BEGIN UNlIL THE [X.;;oSEO SOil SURF,AC[ O~ THE iREA BEING Y«)RK£[) HAS BEEt' SlAIJlIZID SOCH TH.\r NO LARGER ARt) OF TIf SITE IS. WITHOUl EROSION CONTRa. PfiOTEcncw AS U5J[() IN !TEll 2 IBOVE. S. ~"AR£A SHALL BE CQNSIl[R£D TIl "'II[ BEEN STIill~D \II1EN OO'OSED SLIlfAC[S HAil[ BHll BTHER UULC\£D W1TH STRAW OR \rAy AT A RA1[ OF 100 LB. PER 1,OCQ SQUARE FEET (WITH OR Wffi,QIJT SEIDNC) OR DORMANT SEEDED, MULCHED AAO AQEOUArELY »-.'CHOREO BY AN APPROVED A.ND-IDRII4G fECHNKJUE. •. BETWEEN r,E DATES Of OCTOBER 15 AND APRL 1ST, LOAN OR SEEC WILL NOT BE REQU;REC. DURNG PmOOS Of IW,( fREEZING T£~PERATURES THE SLOPES $HI>Ll BE nNE CIWI£D AND EITHER PROTECTED WITH I.4ULCH OR TEMPO~R1LY SEEDED ANO ~ULCHED UNTL SLOl llt.l[ AS THE FlWL TREATMENT CAN 8[ M>PlI£O. IF THE DArE IS A.llER NQ'J!)AB£R 1ST AND If THE EXPOSED AR£A HAS B((N LIYoNED, mw GRADEO AND IS $!.loom, Tl£N mE MEA W-Y B£ 00RM.4NT SEEOOJ AT A RATE ~ 200 -300l IfGH[R 1J..IN! SPEClJ'lffi fOR P£R,IIjENT SEED AND THEN MULCHED. IF CONSlROC11ON CONT1NUES DURINe FRE£nNG WEATHER, AlL EXPOSED AREAS SHAlL BE COHTINOOUSlY GRADED SHOO[ FREEZINC AND THE SURFACE TEMPOMLY PROTECTED rROM EROSION BY THE APP\JCATIOtl or fJULCH, SLOPES SHIH NOT OC L£n UNEXPOSED OVER TH£ '''Ir'I'l[R OR ANY OTl(R [.'ODiOCD UU[ (F WOOK SUSPENSION l'U'£SS TREATED ~ '11£ A80VE t.WiNEft UNTIL SUCH TIlAE AS \YEAll£R CONDlnoNS /IJ.,10'N lJTCHES TO BE flNIStlEO WITH THE P'ERMN£NT SUIi'FAcr TREAJ1jENT, EROSION SHAll BE CONTROllED BY THE INS1AlLATlON ()' BIJ.ES Of HAY OR STOII[ CHECK OA'S IN ACCORDANCE WITH HIE STANOAAI) OEl.LS. 7. t.lJlCHINC REQJIREMENTS: 7.1. B£TWEEN Tlf: 1>11[5 or NOYEltBl'R 1ST ~O ;PRIl 15lH AlL MUttH SHAlL BE ANCHORED 111 8M' PEC lIN[, lIUleH NET1ING OR \0000 CEllULOSE fiIlR. 7.2. UIACH NET1iNG SlllLL BE USED TO At(It,1Il L1llCH IN ALL IJIWNA(;E WAYS WIlH A SlIPE CREATER lHAN 3~ f1IR SLOPE EXPOSED TO DiReCT WINDS ~O FOR N.l OTHER SL<PES CREAT£R 1lWi ex. 1.3. NUl£H Nmn;C SHAll BE USED TO OCHOR "LtCH IN All AREAS WITH SLOPES CREAm lHAN 15% AfTER OCTOBER 151 T"E SlWE APPlES FOR AlL SLOPES !:REAfER 1lIHI 8it a IffiR NOII[J4i£R ISllHE CONTRACTOR SHAlL APPlY OOR1I.ON1 SEWl£ OR MULCH AND OCHORI«; ON All BARE EARTH Al THE END OF EACH WORKIfI3 rm. 9. OIJlINC THE 1'I1N1ER :ONSTRUC110N PERIOil All SNOW SHAlL BE REUOVEO fROM AREAS OF SEE!lING AND MUlCHING PR~R TO PlACEMENT. I D. STOC!Pt1NG Of \lAl£RIAlS (DIRT, YIOOQ, CONSTR\JCTIOn "'lIRIAlS, EK) \lUST R!N.<N CQ\'[RED AT All nMES TO MI~1AlE 1H111\JST PROELEMS ~l ~AY OCaJR WITH .eDJACENT PROPERTI(S AND TO PROVIOE !MX1MUM PROTECTION AGAiNST EROSKJi RUNOFf. 11. £xlSrnrc CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTl SUCH TIUE K5 TH['Y ARE REIIIIMO. CONSTRUCTION SEQUENCE HE ra.LOWING cONSTRljcnON SEQUIJ~CE IS RECOMIIoEN~D: -O<SlAillnDN ()' S1AIIL~ED CONSTRLC1~N ENTRANCE/EXIT (AS SHOWN) -INSTAUJ.1I0N ()' EROSlON CONlR(>. BARRIER (HA1'll'ilS INO SLl ftNC£) (~ SIlD"N) -INSTAllAmN or INUJ PROfEClION IN SlREET (AS SI-KlWN) -DEllOU11OH Of EXISTING SITE STRlJCTURES (SEI DEIIOUnOll 1VIl) -DEUOU1KlN OF EXIS1ING SITE PAVEMENT INO ANE]nnES (SEE 1lEUounOll PlAN) -C~[AR~G AI£ (FUBfJlNG -£ARTHMJRK ,6."10 EXCAVAfICfJjFllUNG AS NEC[SSAHY -STAEAl~E PERUANENT lAWN AREAS AND SlOPES \11TH l[UPORARY SEEDING -CQNS1ROC1lO1t Of UTIU1lS -INSTAlLAlION Of Ifl[1 PROT[CTION ON ON-~TE umnES (AS SHOWN) -CONSTRUCTKlN OF BUilDiNG -CCMSlRucnOll or AlL C1JRaNG >'" IMOSCN'E 5lAHOS '5 INomD ON THE PL»l1 -SPRlAD TOPSOIL 014 SLCf'ED AREAS AND SEED AND MU:"CH -nlt\l GRA11t1G Of AlL !lOPED AIiEAS -Pl.'CE " TOPSC<L ON SLCI'ES AfTER _ GRIlliNG CONPL[[[O. fERlIUZ[, SEED, /NO M,LCH SEED NOCIURE TO BE .SfIJ.LfO REI)J~ED. -R[)jJ)V1J. Of IHE fENPORAAY SED~ENT BASINS -p~ PARXIt{; LOT -lAHDSCAPING pm LmOSCAPING PlAH -REWIE EROSION CON1RQS AS OISTURBEO /SlW BECOLt: STABlJl[D TO 7()% STIllUZATlOO OR GREATElI. 2 RE-BAR, STEEL PICKETS OR 2"X2"~ STAKES 1 l/t TO 2' IN GROUND, DRIVE STAKES FLUSH WITH BALES ANGLE FIRST STAKE TOWARD PREVIOUSLY lJ>JD BALE' FLOW BOUN~E5,,;,~~.ED v~R DRAINAGE AREA NO MORE lHAN 1/4 AC. PER 100 FEET OF STRAW BALE DIKE COR SLOPES LESS THAN 25% NOTES: 1. BALES SHALL BE PLACED AT THE TOP OF A SLOPE OR ON THE CeNTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE PLACED SO THE BINDINGS ARE HORIZONTAL. 3, BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS DR~EN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHAlL BE DRIVEN TOWARO THE PREVIOUSLY LAiD BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 4, INSPECTION SHAlL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE PROMPTLY AS NElDED. 5. BALES SHAll BE REMOVED WHEN T1-iEY HAVE SERVED THEIR USEFULNESS su A~ NUl IV tlLlJC'..K (Jrt IMrr::DC ~TOr;;tyI f'"LOW on Dr. ..... lt~"OC. STRAW BALE DETAIL NOT TO SCALE jr-----------Tj--AREA OF SITE CONSTRUCTION EI EYATIO~ ARFA WIfHIN PROTECIIQN ZONE/TREE DRIP LINE FENCE TO FOLLOW TREE DRIP LINE OR 6' FROM TRUNK, WHiCHEVER IS GREATER _______ 4' WOOD & WIRE SNOW FENCE ,-,,~ WITH STEEL STAKES 1B" D.C . WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENl TIREE DRI P LINE/TREE PROTECTION lONE AREA WITHIN TREE PROTECTION ZONE TO REMAJN UNDlSTURBEO DURING CONSTRUCTION 4' WOOD I< WIRE SNOW FENCE WllH STEEL STAKES IB' O.C. TREE PROTECTION DURING SITE CONSTRUCTION NOT TO SCALE _~ ___ S_EE_C_H_AR_T __ ' _~ . __ ._~. __ ,,_~_~PUBLIC ~ R.O.W. [ EXISTING GROUND PROFILE 2 -j" CLEAN STONE SEE CHART 1 PROVlDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENlRANCE .<ND PUBLI C R.O.W. • I I" - - ------c..,...,...,-------------~<:lYl' EXISTING GROUND PUBLIC RIGHT OF WAY ----~-~~~-~ / PLAN VIEW PERC ENT SLOPE OF ROADWAY LENGTH OF STONE REQUIRED COARSE GRAINED SOILS FINE GRAINED SOILS o TO 2% 50 FT 100 FT 2% TO 5% 100 FT 200FT >5% ENTIRE ENTRANCE STABILIZED WITH FABC BASE CO URSE (1) (1) AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. CHART 1 STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE El'iVIItO~NTAL COiSULTAN1'8 C~PORA TE OA'=ICE: • WAUI:N,NI """'" • ,CI'JII«)IIOWIi loti. • 1OIYt:.1I'O • A'oMHt,.... • 'TCWSON, loll • ~lI'II:)IMe:, J(f • $'1UilIN~, WI • PlCII mow Hi • WIoMENT'IlN. VA . 3.52TURt.5'IKIEAOAD SOUTHBOROUGH,MAOtn2 PH: (5011) 4M.xI fX:(5OB)""" _.eo.I_En81'-~COI'lI LANDlCAPllAaCBrmCII : ~~.'A • F(RI'~I\. ~"""-"::lZU'lln.U'd''''''..a.:I n.-:.:---- PRELIMINARY PROJECT No: I NOT TO BE USED FOR CONSTRUCTION W051094 CDNSTRucnON CHECK CONSTRUCTION CH£CK CAD 10. 8: INSTALLA TlON 1. EXCAVATE A 6"x 6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITF. 4. LAY THE TO£-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED sonOM OF THE TRENCH, BACKFI LL THE TRENCH AND TAMP TH E SOIL. TOE -IN CAN ALSO BE ACCOMPUSHED BY LAYING FABRIC FLAP ON UNOISTURBED GROUND ~ND PILING & TAMp ·· INC FILL AT THE BASE. 2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 3. DRIVE THE POST INTO THE GROUND UNTIL THE NmlNG IS LAYING ACROSS THE TR ENCH BonOM. , v N WOOD OR PlASTIC SLAT STAPLED THROUGH FABRIC TO POST 1-t )( 1-1" POST F.~BRIC POST FILTER FABR:C SLAl BACKFiLL NATIVE POST SLAT FILTER DETAIL OF POST AnACHMENT (PRE-ASSEMBLED PRIOR TO INSTAlLATION) POST SILT FENCE (3' WIDE) FABRIC :::J----IjH-/----. TOE-IN METHODS BACKFILL PERSPECTIVE OF FENCE TYP. SILTATION FENCE DblAIL I I l NOT TO SCALE 1. CONTRACTOR IS 10 CLEAN INLET FILTER AFTER EVERY STORM 2. CONTRACTOR TO REMOVE FABRIC AND MESH JUSl PRIOR TO PAVING. SECURE "MIRAFI l00X· tillER FABRIC CHICKEN WIRE SUprORT BACKFILL AFTER INSTALLATION OF' INLET FABRIC INLET FILTER DETAIL NOT TO SCALE 1:l MAXIMUM SLOPE ~ 3 CONSTRUCT SILT FENCE AND HAYBAlES AROUND PERIMETER DF STOCKPILE TEMPORARY STOCKPILE DETAIL NOT TO SCALE STREET ADDRESS 868 SUFFIELD STREET DATE DATE TOWN AGAWAM COUNTY HAMPDEN STATE MA NATIONA L STORE NUMBER PLAN DESCR IPTION W051094ss2.dwg EROSION AND SEDIMENT CONTROL DETAILS / NOTES VI Z z a a ~ (f) ~ ~ ~ u Z 00: ~ ~ Y: o :; 8 o I U U Z Z ?; a 8 i= u VI :::> VI 00: W f-00: VI o Z o 0 « u " .-----<0 <0 o 0 w ';( o STATUS PRELlM I,\lARY PLAN CH EeKED AS-BUILT DRAWN BY: CHECKED BY: DATE: SCALE: SHEET NO. '" Vl w i" VI W VI '--' ~ G: 0 LL 0 a « VI "-J '" :::> ';( Z l? iii Z l? (f) I a u DATE BY SJ L JAK 05/04/09 AS SHOWN OF 15 , ,. o PI!OPOSED 4' POUBIC SHREDDED HORDWOOD WUlCH BED (m.) PROPOSED HYDIlOSEID...J LAWN I11III1. OISTURIIED ARrAS OM.Y .. \ \ \ \ \ \ \ \ \ PROPOSED ," COUBLE SIIIEDIl£D HARIJ\I'OOD HUlCH BED (TYP.) • -te \ PROPOSED," IlOIlBtr o. . \ SHREDIl£D H'R!JWOOO '.-'f<-<:. \ HlA.CH BED (TYP.) <e.-e ~~\ ~q,\ cl~\ ~- 14 JCpc.-t-:., 7 TWO \ pp \ \ \ \ 1---PltOPO:SED SODDED LAWN 0'IEt 6" or NEW IOPSQL (TYP.) 9 RPJII 4" DOUBtr SHRElIOED H_ WUlCH BED (m.) ,,-PfIOPO!{1) " Drul£ SHiEDDED H.iDWOOD MIlCH 8£0 (TYP.) • 0lJ.JN£A1JON I.K A... WF12--• \.. "-"- PR()POS£D 4' IlOUIIlE 7~~ \ PIKIfOSED I ri~~~ 11=f::=}-2 YO \ SHREDIl£D ItIRDWOOO "i \ HYDROSEED LAWIt ~BED~ 17~ \ PR()POSEO " DOURL£- SHR£OOEI) IIARDWOOD HULCH lED (TYP.) ® PII(IIOSED SODDED LAWII ovtR 6" or NEW TOPSOIL (TYP.) LAWN \ \ \ \ \ \ \ \ I PROPOSED HYDROSEED LAWl! 1 GnS _0 IiVDROSEED LAWN • I cns PtIOPOSED HYIIIIOSEED LAWII 6SBG rll~r::o "," OOVDLI:- SHREDDED HAROWOOO wLlCH BUl (m.) H_SEED LAWN 10 1lI 5 SSG ----------------.~, -------------® t/i/ ~ -------.:§I---------"«7<IX,,---It 1><1 q I J ~ } I . '" / ~ -I r -l l is l ;:, Of+--. 0 , l (011 01+--all 011 - , , 011 01 1 GRAPHIC SCALE 10 20 40 60 ~~I~I~I~~~I ( IN FEET ) 1 inch "'" 20 ft. ~ ,/ ./ /' , / / / ll'GGO@ [;)[S&~ V@ ~~ QDVO[sOZ6§@ [?@~ [!:,&~@@©&[;)§ ~QD~[;)@@§@ @~[S 'l1 /~ / SUFFIELD ( PUBLIC -60' WIDE - l:JIIYIJ:t.ONMENlAJ., COJIo'8DL T ANnI LAl'Ol8CAn ~crs "" .... , .... .... l 'al l STREET 1969 TOWN LAYOUT) COFfI>OHATE. 0I0'101CE: • WAJU\E!';,PU O",Cf5> • ~ ... IICIWIE,IoIl • "UIM¥', WI' • 1'CI\YION; III) • IIUtOI.I.SII, i'H • 1'T!IU8, VA • ~w.. tH • "AAIC~. VA • ONFONT,..... • FlJ'(f lJiIlIlEIiO.I&. R. • ca.Rw.&J.D', PI\ THf roUOMHO STAllS MOURE HOOfCAllON 81' lXCA'I!-.TOI!$. OESIGNfllS. OR Nlf P(RSON I'REPARltr.; 10 0IST1JN8 n£ L\RTH'S SURf.-t( A'NWI£R[ IN TME STAlE. ~@:[?I]~[§~©§ @)§'U' &O[S ®GG[3[3'U' [?@~ ~[S&~u[R]@ @~§©O[?O©m VO@~@ ~'=A..-::=:,;.'t.-:n"L.-.r.:..=.~ ~-::---- (w" !olE, ...... AI, vr 1-888-344-'2») (Cl l-8OQ-9n-.4M) PRELIMINARY PROJECT No: .... .... "", .... @ ~ "" .... \"",-- *= COlIC. IW.K --=--_ .... II ell CONSIRUCTION CHECK DATE . CONSTRlX:TlON CHECK DATE CAuI D!: (NV l-SOO-gl:2-7962) NOT TO BE USED FOR CONSTRUCTION W05 1094 WOS1094ss2 .dwg --~ OH~ - LANDSCAPE SCHEDULE BOTANICAL NAME COMMON MiME SHAll TREE cns , CLE1llTS~ TR~ V". INTERIIS 'SIWlOIASTER' SlIAIl£IIoISIER 1OIffi0CUST ZS 2 ZELKOV' SERROT' 'GREEN VASE' GREEN VASE ZELKO .. 6 OSN,wfNLU JR(E AD 2 EVERGREEN TREE PP 5 EVERGREEN stEllA ICC 7 IGS i JePC 14 JHBH 17 RCN2 5 RPM , IH 27 llil 21 101 0fJ'I)!!0l1S SHSUB cs 12 PfA 8 PrG 9 SSG 17 vc 15 VD 7 '/I AMELANCIllER CAftADEN~S P\C[A PUNG[NS lEX CRlNAJA 'OOWPACTA' ILEX CLABIfA 'SH.\IIROCK' JUNIPERUS CIUNENSIS 'PrlTZEJI~NI. COIIPACTA' IUJljPlRUS IHlRIZORIAlJS 'BAR HAROOI!' RHODODENDRON ""WBIENSE 'NO'I' ZElIIU' RHOOO_ CAROUHIIlIA K PJII 'lAXUS OA ·HICKS.· TAM X W£DCA 'oOOIfOlllllS' ~US SElI1W (fORll[RlY SIOLotIlfE1!A) POIENTlLI.A fRUTl1mA 'AB801SWOOD' POlOOlUA fRUnlmA '00lDfl1tCER' SPIREA X BUYALOA 'GoLOfI.AIj[' VACCINIIJIj CORYIIIIOS(.Ij ~BURHUII DENTAIUN WIILTI STE. SHADBLOW SERVICEBERRY COlORADO SPRUC£ COMPACT JAPAHESE HOllY SHAiROCl< IKKBERRY HOlLY COII'ACl PFITZER JUNf£R BAR HARBOR CREEPlI«) JUNIPER NOV' ZEIIIIU RHOOOOENDROH PlY RHOOOOENIlRON HICKS YEW DEHSlfOlUS YEW RED OSIER OOOWOOO .8BOTSWOOO ClH01JEfOil OOlIlflNGBl BUSH ClHOl.UOl GOlD flAME SP~EA HlCIIIIUSII IlUEBERRY _COD VIBUIUIUN 2 1/2-3' CAl. 2 I/H" C.L 6-10' 6-7' 24-30" 24-30" 18-24' SPRO. 15-18" SPRD. 30-36" 2'-30' 30-36" 24-30" 2-3' 18-2"" lIJ-2 .... 15-18' 30-31" 3--4' BtB B+B B+B B+B ,3 CAlI #5 CAlI #3 CAlI #3 CAlI BtB B+B BtB B+B B+B f3 CAlI f3CA11 #3 CAlI #5 CAlI B+B if) Z z a a ~ Ui i'2 ~ ~ u z a::: ~ ~ y: o ::< &l a I u U z z ;;; a ~ t= u (f] ::> (f] a:: w f-a:: if) o Z o a « u (J) <J') ptR[MNIM-W ~ ~ L-~"'~D __ ~,,~ ____ ~",~"~~~~~~~'ar~I~"~n'n~~~'~~~~~g~ELI.A~D~'O~~~D~M=U~~~~~~'~GA!.~~ __ ~~~~~R~~ .~ .~ NOTE, J ANY DISCREPANCIES OCCUR IlEJW[EH AHOUH1S SIIOWH IN !lIE PLAN .NO 1I£ PlAII1 UST, !lIE PLAN SHAll DICTATE. :g :g 0-0 - OH- SPECIAL LANDSCAPING NOTE All PUJIIIIC IIJS1 8[ IWHIAlN£O IJIO THAT PORI1011 or THE PUIlJC WAY ABUmNG THE PARCEl .lHO ItClUDlN{; THE TRfUEl..T SHAll BE WAlNlAlH£O II • SM£ ANI) ATlRACTIVE CONDITT<lN Il'I 11£ OWNER OF THE PARCEL STREET ADDR ESS 868 SUFFIELD STREET TOWN AGAWAM COUNTY HAMPDEN STATE MA NATIONAL STORE NUMBER PLAN DESCRIPTION w ~ o ~ o w oc :J a w a:: STATUS PRELI MINARY PLAN CHECKED AS -BUILT O"AWN BY: CHECKED BY: DI'.TE: SCALE: SHEET NO. (f] W ~ U a:: c;: 0 u.. 0 a « (/) w CL ::> ~ Z C) iii Z C) (f] I 6 U DATE BY SJL JAK 05/04/0 9 AS SH OWN LANDSCAP ING PLAN @c::l1l@ OF 15 q , , LANDSCAPE SPECIFICATIONS I scoPE (f WORK· THE l'NDSCAPE C'JNTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEMING, ~NISHED GRA~J(;, SOiL PREPARAIION, PERMANENT SEEDING OR SODDING, PlANTING AND MOLCHING INCLUDINC ALL LABOR, NATERVIlS, TO') S AND EQUIPMENT NECESSARY FOR THE COMPLETION OF lHlS PROJECT, UNLESS OTHER~lSE CONTRACTED BY THE GENERAL CONTRACTOR 2. IlATE8IAlS A GENERAL -ALl HARDSCAPE MATERIAlS SHALL MEET OR EXCEED SPECI~CAmNS AS OOTLINED IN n£ STATE [)CPARTMENT OF TRANSPORTATION'S SPECIF~ATIONS. B. TCI'SIJjL -NATURAL, F~ABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS lHAN Sr., A PH RANGE BETWEEN 4.5-7.0. IT SHAll BE FREE OF DEBR~. ROCKS LARGER THAN ONE INCH (1"), WOOD, ROOTS, VEGI:TABLE MATTER AND CLAY CLOOS. C. LAWN -ILL rnSTURBED AR£AS ARE TO BE TREATED WITH A MINIMUM 4" lHlCK LAVER OF TOPSOL, OR IS DIRECTED BY lHE LOCAl O~NANCE OR CLIENT. ANI) SEEDED OR SOODED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METfJODS ~DICATED ON THIS SHEET OR ONMlANDS~NG PlAN. 1. LAWN SEED I.IXTURE SHALl BE FRESH, CLEAN NEW CROP SEED. 2. SOD SHAlL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNFORM THCKI£SS. SOD INSfAlLED ON SLDPES GRfATER THAN 4:1 SHALL BE PEGGED TO HOLD SOO IN PlACE. D ~ULCH -ALl Pl'NTING BEDS SHAlL BE MULCHED W1TH A j" TH~K LAYER Of DOUBLE SHREDDED HARDWDOD BARK MULCH, UNLESS OTHERWISE STATED ~ THE l'NDSCAPE Pl'N. E. fERTIUZER 1. FERTIUZOl SHALL BE DELNERED 1C THE SITE MIXED IS SPEa~ED IN THE oo(INAl UNOPEI£D STANDARD BAGS SHOWING WEIGHT, ANAlYSIS AND N~E Of MANUfACTURER. FERTIUZER SHAlL BE STORED IN A WEATHERPROOF PLACE SO THAT IT CAN BE KEPT Dirr PRIOR TO USE. 2. FOR THE PURPOSE Of BIDrnNG, ISSUME THAT FERTlUZER SWoll BE 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM BY WEIGHT. A fERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORUED BY A C[RTIREO S~L LABORATORY. f. PlANT MATE~AL 1. PU PlANTS SHILL IN All CASES CONFORM I{) fHE REQUIREMENTS DE THE "AMrnCAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1), lATEST EDITION, AS PUBL~HED BY THE ~ERICAN NURSEirr & lANDSCII'E ASSOCIATION (FORMERLY THE AMERICAN ISSOOATIill< Of NURSERYMEN). 2 IN ALL CISES, BOTANiCAl NAMES SHALL TII<E PRECEDENCE OVER COMMON NAMES fOR ANY AND AlL PlANT .ATER~L 3. PlANTS SHAlL BE LEGIBl~ TAGCED \11TH THE PROPER NAME AND SIIE. TAGS ARE TO REllAN ON AT l£AS] DNE PLANT OF EACH SPEQES FOR VE~~CAnON f'(JRPOSES DURING THE FINAl INSPECTION. 4. TREES WITH ABRASION Of THE BARK, SUN SCAlDS, DlS~GURATION OR FRESH CUTS OF LIMBS OVER 1 ~", WHCH HAVE NOT QI:CN COlJ~Lcrr:L" c-'U.uctn, CWJ..L oc r1tJI::CTro. r>L.At-ITC C1I.'.LL NOT !:]I: ClOUND WITII wtnC all no['e ,.,T ... NV TIM[ CO 110 TO DAMAGE THE BARK DR BR8II( BIlAfl:HES. 5. AlL PLANTS SHALL BE TYPICAl OF TH8R SPECIES 00 VARIETY AND SHAlL HAVE A NORNIL HABIT OF GROWTH: WELL DEVELOPED BRANCHES, DENSElY fOLIATED, ~GOROUS ROOT SYSTEMS ANI) II' FREE OE DISEAS~ INSECTS, PESTS, EGGS OR LARVAE. 6. CAliPER MEASUREMENTS OF NURSERY GROWN TREES SHAlL BE TAKEN AT A POINT ON lHE TRUNK SIX INCHES (6") /rolE Tl£ NATURAL GRADE FOR TREES UP TO AND INCLU~NG A FOUR INCH (4') CAliPER ~ZE. F]f£ CAlIPER .AT SOC INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CAlIPE~ mE CAliPER SHOUlD BE MEISUREO IJ A POINT 12" ABOVE THE NATURAl GRADE. 7. SHRUBS SHAlL BE MEASURED TO lHE AVERACE HE~HT OR SPREAD OF THE SHRUB, AND NDT TO THE lONGEST BRANCH 8. TREES AND SHRl1IS SHALL BE I-L\NOLED 'MTH CARE BY THE ROOT BALL. WORK • . TO I "I" INDUSTRY STANDARDS IN PERfORNING AlL lANDSCAPE CONSTRJX:TION. THE SITE IS TO BE LEn IN A CLEAN STATE AT THE END Of EACH WORKOA~. AlL OEB~S. IlATERIALS AND TOOLS SHAlL BE PROPERlY STORED, SlOCKPILED OR D~POSED OE. B. WISTE MATERW.S AND DEBRIS SHAlL BE CO~PLEfELY DISPOSED OF AT lHE C~TRACTOR'S EXPENSE. DEB~S SHAlL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY fR0t.4 THE SITE. -4 SITE PREPARAnONS A BEFORE .'1<0 DURING PREliMINARY GRADING AND ITNISHED GRADING. ALL WEEOS AND GRASSES SHALL BE DUG 0IJ1 BY lHE ROOTS ANO ~SPOSED Of 1M ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. B. !I!.l E~STING TREES TO REM~N SHAlL BE PRUNED TO REMOVE 1m DAMACED BRANCHES. lHE ENTIRE LIMB OF 1m DAMAGED BRANCH SHAlL BE CUT OFF AT THE TRUNK, C~TRACTOR SHAlL ENSURE THAT CUTS ARE SNOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALl BE CUT BACK WITH QEAN, SHARP TOOLS AND TCPSrnL SHAlL BE PLruO AROUND THE REMANDER Of THE ROOTS. a1STING TREES SHALL BE fJONITORED ON A REGULAR BASIS FOR AOOITiONAL ROOT OR BRANCH DAWIGE AS A RESULT or CONSTRUCnON. ROOTS SHAlL NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHAlL WATER EXISTING TREES AS NEEDED 10 PREVENT SHOCK OR DECLINE. C. CONTRACTOR SHAlL ARRANGE TO HAVE A UTIUTY STAKE-OUT TO LOCATE AlL UNDERGROUND ,1IUTIES PRIOR TO INSTAlLATON OF ANY LANDSCAPE MAITRIIl. UTIUTY COMPANIES SHAlL BE CONTACTED THREE (3) DAYS PRIOR TO THE BEG~NING OF WORK. 5. TREE PROrrC!!~ A CONTRACTOR SHALl BE RESPON~BLE fOR THE PROTECTION Of AlL EXISTING TREIS TO REMruN. A TREE PROTECTON ZONE SHAlL BE ESTABL6HED AT mE DRIP UNE OR AT THE UMIT Of CONSTRJX:TION DISTURBANCE, WHICHEVER IS GREATER LOCAL STANDARDS THAT MAY REQ~RE A MORE STRICT TREE PROTECTION ZONE SHAlL BE HONORED. Ii A FORTY-EIGHT INCH (4B") HIGH WDOOEN SNOW FENCE OR ORANGE CIl.DREO H,,"-DENSITY 'ViSI-FENCE', OR APPROVED EQUAl., MOUNTED ON STEEL PDSTS SHAlL BE PlACED AlONG THE BOUNDARY Of THE TREE PROTECTON ZONE. POSTS SHAlL BE LOCATEO AT A. MAJ(INUM Of mn FEET (8') ON CENTER OR IS INffiCAT[Q WlfHIN THE TREE PROTECmN OET'l, C. WHEN THE TREE PROTECTION EENC~G HIS BEEN INSTALLED, IT SHAlL BE INSPECTED BY THE APPRO~NG AGENc"'f PRIOR TO OEMOUWN, GRADING, TREE CLEAR~G OR ANY OTHER CONSTRocmN. THE FENCING ALONG THE TREE PROTECTION lONE SHALL BE REGULARL~ INSPEC1[D BY THE lANDSCAPE CONTRACTOR AND MAlNT~NED UNTIL ALL CONSTRUCTION ACTMTY HAS BEEN COMPlETED, D. AT NO TIME SHALL MACHINEIrr, [)cBRIS, FAlLEN TREES OR OTHER MATER"'-S BE PlACED, STOCKPLlD OR LEFT STANDING IN lHE TREE PROTECTlDN ZONE. 6 SOli MOO!fJCAJ!ONS A. CONTRACTOR SHALl ATT~N A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PlANTING. SOl TESTS SHAlL BE PEREORMED BY A CERTIFIED sm lAOORATORY. B. lANDSCAPE CONTPIoCTOR SHAlL REPORT ANY SOIL DR DRAINAGE CONDITIONS CONSIDERED OCTRIMENTAl TO THE GROWTH Of PLANT "'TER~. SOIL MODFK:'.TIONS, AS SPECIFIED HEREIN. NAY NEED TO BE CONOLX:TED BY THE lANDSCAPE C'JNTRACTOR OEPENDING ON ~TE CONDITIONS. C. THE FOLLOWING AJ,{NDMENTS AND OUANTITIES ARE APPR@MATE AND ARE FGIl BIDDING PURPOSES ONLY. COMPo~nON or AMENDMENTS SHOULD BE REVISED DEPENDiNG ON THE OUTCOME OF A TOPSOIL ANAL~SS PERFORMED BY A CERTIFED SOIL LABORATlJR'f. I. TO INCRfASE A SANDY SOIL'S ABILITY TO REE~N WATER AND NUTRIENTS, THOROLK:HLY TILL ORGAN~ MATTER INTO mE TOP 6-12'. USE COMPOSTED IJARK. CONPOSTED LEAF MULCH OR PEAT MOSS. ALL PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES \11TH VENTlF~BLE LEAF OR WOOD STRUCTURE AVO~ MATE~~L WITH A PH HIGHER mAN 7.5. 2. TO INCREISE DRAINAGE. NOOfY HfAVY CLlY OR Sll (MORE THAN 40% CLAY OR SILT) BY ADDING COMROSTED PINE BARK (UP TO 30% BY 'IOLUNE) ANO/OR AG~CULTURAL GYPSUM. COARSE SAND NAY BE USED IF ENOUCH IS ADDED TO BRING THE SAND CONIENT TO !AORE THAN 60% OF THE TOTAl MIX. SUBSURFACE DRAINAGE LINES MAY NEIO TO BE ADDED TO INCR£ASE DRANAGE 3. MODIFY EXTREiEl' SANOY SOLS (MORE THAN 85%) BY AIlO~G ORGANIC MATTER AND/OR DRY, SHREOOED CLAY LOAM 1.I' TO lO% OF THE TOTAl NIX. 7. ~NISHED GRADING A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHAll BE RESPONSIBLE FOR THE lNSTALLAnON OF TOPSOIL AND THE ESTABL6HMENT OF F~E -GRADING WITHIN THE DISTURBANCE AREA OF THE SITE, B. lANDSCAPE CONTRACfOR SHAlL VERIFY THAT SUBCRADE FOR INSTALLITION OF TIl'SOIL HAS BEEN ESTABl~ED mE SU[l;RADE OF THE SITE NUST ~EET THE FNiSHED GRADE LESS THE REQUIRED TOPSOIL THICKNESS (I"±). C. AlL LAWW AND PlANTING AR£AS SHAlL BE GRADED TO A SNOOlH, EVEN AND UNIFORM PlANE WITH NO ABRUPT CHANGE Of SURFAilE IS DEPICTED WITHIN mlS SEE OF C~STRucmN PlANS, UNLESS OTH[RW~E D~EC1ED BY THE PROJECT EN~NEER OR lANDSCAPE ARCHITECT. D. ALL PlANTING ARfAS SHAlL BE GRADED AND MAlNT~NED TO IUOW fREE flOW OF SURFACE WATER IN AND AROOMD lHE PlANTING BEDS. STANDINC WATER SHALL NOT BE PER~ITTEO IN PLANTING BEDS 8 TOPSQIlt!G A. CONTRACTOR SHAlL PROVIDE A 4" THICK MINIMUM LAYER OF TOPSm, OR IS O~ECTED BY THE LOCAl DRDMNCE OR CUENT, IN ALL Pl'NTING AR£AS. TOPS~L SHooLD BE SPREAD OVER A PREPARED SURFACE IN A UNifORM LAYER TO ACHIEVE THE IJj[SRED COMPACTED THICKNESS. a. ON-SITE TOPSOL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FRON THE SITE MAY BE REJECTED If IT HAS NOT BEEN PROPERLY REMDVED. STORED AND PROTECITD PRIOR TO CONSfRUCTION. C. CON_TOR SHAlL FURMSH TO THE APPRO~NG AGENCY AN ANAlYSIS Of BOTH IMPORTED AND ON-SITE TOPSOl TO BE UTILIZED IN III PlANTING AR£AS. THE PH AND NUT~ENT LEVELS NAY NEED 10 BE ADJUS1£D THROUCH SOiL MODIF~TIONS AS NEEDED fO ACHIEVE lHE REoolRED LEVELS IS SPECIFIED ~ THE MATERW.S SECTION ABIIIE. D. AlL PlANTING AND LAWN AR£AS ARE TO BE CULT~ATED TO A DEPTH OF SIX INCHES (6"). AlL DEBRIS EXPOSED FROM EXCAVATION AND CULTNATION SHAlL BE DISPOSED OF IN ACCDRDANCE WITH GENERAL WDRK PROCEDURES SECTION ABlNE. THE FDLLDW1NG SHAlL BE TILLED INTO lHE TOP fOUR INCHES (4j IN TWO DIRECTllNS (QLI\NTITIES BlSED DN A l,lI!IO SQUARE FOOT AREA): L 20 POUNDS 'GROW POWER' OR APPROVED EQUAl 2. 20 PDUNOS NITRO-FORM (COURSE) 38-0-0 BLUE CHiP E THE SPREADING OF TOPSOL SHALL NOT BE CONDUCTED UNDER MUDOY DR fROZEN CONrnTIDNS. 9 PlANTING A INSOFAR THAT IT IS FEASIBLE, PlANT "'IERW. SHALL BE PlANTED ON THE DAY Of IIEliVERY. IN THE [\'[1\1 fHAT1HIS IS NOT POSSIBLE, l'NDSCAPE CONTRAC1QR SHAlL PROTECT UN-INSTALlED PlANT MATERIAL PlANTS SHALL NOT REMAN LNPlANTED FOR LONGER THAN A THREE DA~ PERIOD AFTER IIEliVERY. PlANTS THAT WIL, NOT BE PlANTED fOR A PERIOD Of TIME GREA1ER THAN THREE DAYS SHALL BE fEAlED IN WITH lOPS~L OR "IA.CH TO HELP PRESERVE ROOT MOISTURE. B. PlANTING OPERATIONS SHAlL BE PERfORMED DURING PER~OS WITHIN fHE PlANTING SEASON WHEN WEATHER AND SOIL CONOITONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPITD LOCAl PRACTICE. PLANTS SHAll NOT BE INSTAlLED IN TOPSOl THAT IS N A IAUDDY OR FROZEN CON~mN. C. ANY INJURED ROOTS OR IIIlANCHES SHAlL BE PRUNED TO NAKE ClEAN-CUT ENDS P~OR TO PlANTING UTiUIING CLEAN, SHARP TOOLS, OflJ INJURED OR DISEASED BRk1CHING SHAlL BE REMD\£D. D. ALL 'lANTNG CONT~NERS, BASKETS AND flJN-BIODECRAOABLE MAITR~S SHPlL BE ,EMOVED FROM ROOT Il'lLS ~URING PlANTING. NATIllAl FIBER aURLAP NUST BE CUT FROM AROUND I HE TRUNK Of THE TREE AND FOLDED DOWN AG~NSf THE ROOT BAlL PRIOR TO BACKFillING l. PO~mN TREES AND SHRUBS AT THElo ~TENDED LOCATIONS AS PE, THE PlANS AND SECURE THE Ai'PROVAL OF THE l'NOSCAPE ARCHITECT PRIDR TO EXCAVATING PfTS, MAKING NECESSARY ADJUSTMENTS IS ~RECTm F. PRIOR TO T~E ISSUANCE OF 1m CERTlfCATE OF OCCUPANCY, THE PROPDSED LANDSCAPE, AS SHOWN ON THE APPROVEO LANDSCAPE PLAN, MUST BE INSfAlLED, INSPECTED AND IPPROVED BY THE APPROVING AGENCY. lHE APPROVING AGENCY SHILL TAKE INro ACCOUNl SElSONAl CONSIDERATIONS IN THIS REGARD IS FOLLOWS. THE PlANTING or TREES, SHRUBS, ~NES OR GRDUND COVER SHALl DCCUR ONLY DU~NG THE FOlLOWING PlAN~NG SEASONS: I. PlANTS: MARCH 15 TO DECEMBER 15 2. LAWN: MARCH 15 TO JUNE 15 OR SEPT. I 10 DECEMBER 1 PlANTINGS REQUIRED fOR A CERTIF~IT DF OCCUPANCY SHAlL BE PRIl'IJDED DURING THE NEXT APPROPR~TE SEASON AT THE MUNICiPALITY'S ~SCRETION. CONTRACTOR SIiOIA.O CONTACT II'PRO~NG AGENCY FOR POTENTIAl SUBsmUmNS. G. FURTHERMDRE, HI rOJ.LOWI~ fREE VARIEEIES ARE UNUSUAlLY SUSCEPTIBLE TO WINTER DAiAGc W1TH TRANSPl'NT SHOCK AND THE S£AS(J<AL LACK OF NITROGEN AV~lABILITY, TI,E RISK OF ~ANT DEAm ~ GREATLY INCREASED. 11 ~ NOT RECOMMENDED THAT THESE SPEC[s BE PlANTED IlJRING THE FAlL PlAN~NG SEASON, ACER ROBRUM HAlES~ vmETIEs ACER BUERGER,NUM KOElREU1ER~ BETULA vmETIEs L~UUANBAR SffRACIFLUA CARPINUS VARIEEIES lIRK:IIENORON TULIPIFERA CElTIS VARIETIES MAlUS-(IN LEAf) CERCIS CAKADENSS NYASSA SYLVAT(A CERCIDiPHYlLUM VAR[1JES OSTRYA CRATAEGUS VA~EnES PLATANUS X AC[~fOLIA FAGUS VARIETIES POPUlUS VARIETIES PRUNUS VARIETIES PYRUS VARIETIES QUERCUS VARIETIES SAl.IX -(WEEPING VARIEEIES) SORBUS VARIETIES nliA TOMENTOSA IA.MUS PAHVIFOUA VARIETIES lELKOVA VAR£T1ES H. PlANTING ATS SHAll BE DIIG WIT, LEVEL BO'1ONS, WITH THE W1DTH fWlCE THE DWmOl DF ROOT BALl. THE ROOT BAll SIiAlL REST ON UN~STURBED GRADE. IXH PlANT PIT SHALL BE BACKFILLED IN LAYERS WITH fHE fOLLOWING PREPAR[Q SOIL NIXED THOROUGHLY, 1. 1 PART P[AT MOSS 2. 1 PART COMPOSTED COW MANURE BY VOLUME l. J PARTS TO/SOIL BY VOLONE 4. ZI GRAMS 'AGRFDRM' PLANTING TABLETS (00 APPROVED EQUAL) IS 'OLLOWS, A) 2 TABLETS PER 1 Q\.LLON PlANT B) l TABLETS PER 5 GALLON PlANT C) 4 TABLETS PER 15 GALLON PLANT D) LARGER PlANTS. 2 TABLETS PER W CALIPER OF TRUNK L FILL PREPARED sm ARDUND BAll QF PLANT HALF-WAY AND INSERT PLANT TABLETS. COMPLETE BAIlKflLL AND WATER THOROUGHLY. J. AlL PlANTS SHAlL BE PL~NTEO SO ifill THE 'OP OF THE ROOT BAlL, THE 'O~; AT WHICH THE RODT FlARE BEGINS, ~ SET AT GRooND LEVE, AN) IN THE CENfER OF THE AT. NO SOIL ~ TC BE PIlICED DIRECTlY ON TOP OF THE ROOT BAlL K. ALL PROPOSED TREES DIRECTlY ADJACENT TO WALKWAYS OR DRWEWAYS SHALL BE PRUNED AND MANTAINED TO A MINIMUM BRANCHING HEIGHT Of 1 FROM GRADE. I.. GROUND COVER AREAS SHAlL RECEIVE A ~" LAYER OF f!JNUS RAKED INTO THE TOP I' OF PREPARED 9:!L PRIOR TO PlANTING. AlL GROUND COVER AREAS SHALL BE WEEDED AND TREATED Wffij A PRE-ENERGENT CHEMICAL IS PER MANUFACTURER'S R[COMMENDATKJN. M. NO PlANT, EXCEPT GROUND COVERS, GRASSES OR ~NES, SHAlL BE PlANTED LESS THAN TWO fEET (1') fROM EX~TING STRUC""'ES AND SIDEWAlKS, N, ALL PlANTING AREAS AND PlANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO Fill THE ENTIRE BED AREA OR SAUCER NO MULCH ~ TO TOUCH TilE TRUNK OF THE TREE OR SHRUB. O. AlL PLANnNG AREAS SHALL BE WAITRED IMMED~TELY UPON INSTAlLATION ~ ACCORDANCE W1TH THE WATERING SPWFICATIDNS AS L~TED HEREIN. 10. l!lI/lSPlANTING (WHEN ~U~ED) A. AlL TRANSPlANTS SHALL BE DUG WITH INTACT ROOT Il'US CAPABLE OF SUSmMNG THE PlANT. B. If PlANTS ARE TO BE STOC~PILED BEFORE REPLANTING, TYE'f SHAlL BE HEALED IN WITH MULCH OR SOIL, ADEQUATELY WATERED AND PROTEl1£D FROM EXTRE~[ HEAT, SUN AND 'NIND. C. PlANTS SHAlL NOT BE DUC FOR TRANSPlANTING BETI'iEEN AP~L 10 AND JJNE ?Il. D. UPON REPlANTING, BACKflLL SOIL SHALl BE AMENDED WITH FERTIJZER ~O ROOT GROWTH HORMONE E. TRfINSPLAl~T.5 .5HI'ILL O[ (,UAAANfEW rUN lHt. LtNlJlH vr INt I..tUfV{JI,Nllt. I"'lKIW ~C'll...ltIlLJ HlKtIN. F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN ~X INCHES (6") OBH SHALL BE REPlACED IN KINO. fREES GREATER THAN ~X INCHES (6') DBl-I MAY BE REQUIRED TO BE REPlACED IN ACCORDANCE WITH THE MUNICIPALITY'S TREE REPLACEMENT GUIDELINES. 11. WATERING A. NEW PlANTINGS OR LAWN AREIS SHAll BE ADEQUATElY IRRIGATED 8EGIN~NG IMMEDIATE,Y AfTER PlANTING. WATER SlI'lL BE II'PLIED TO IXH TREE AND SHRUB ~ SUCH MANNER IS NOT TO ~S1URB BICKFILL AND TO lHE EXTENT THAT AlL MATERIALS IN THE PlANTING HOLE ARE THOROLK:HLY SATURATED. 'NATE~J(; SHALL CON[INUE AT lEAST UNTIL PlANfS ARE ESTABLlSf£D 8. SITE OWNER SHALL PROVUE WATER IF AVAILABLE ON SITE AT TIME Of PlANT~G IF WATER IS NOT AV~LABlE ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER THE USE OF WATERING BAGS IS RECOMMENDED FO.~ ALL NEWLY PL4.NTEO TREES. C. IF AN IRRIGATION SYSTEtJ HAS BEEN INSTAlLED ON THE SITE, IT SfiA.LL SE USED TO WATER PROPOSED PLANT W.TERIAL, BUT Nff fAILURE OF fHE SYSTEM ODES NOT EUMINAIT TI£ CONTRACTOR'S RESPONSIBIUTY OF MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, I-{AlTI-fY GROWTH. D. AN IRRKlATION SYSTEM ~ REQUIRED TO BE INSTAlLED. CONTPIoCTOR SHAlL PRO~DE DESIGN TO WAlGREENS FOR REI1EW ANa APPROVAL 12 GUARANTEE A. THE LANDSCAPE CONTRACTOR SHAlL GlJAR~TEE AlL PLANTS FOR A ImDD Of ONE Y£AA FROM APPROVAl Of lANDSCAPE IN$TAl..lA!lOO IN TI-E APPHUVING AGI:.Ncr. CUNIHAL:IUW SHflLL SUPPl't IHI:. UWNI:H WIIH A IMINlENftNCE BOND FOR TEN PERCENT (10%) OF THE VAlUE OF THE LANDSCAPE INSTAlLATION WHICH WILL aE REL£ASED AT THE CONCLUSON OF THE GUARANTEE PER~D AND WHEN A RNAL INSPECTION HAS BEEN COMPLETED AND APPROVED BY THE OWNER OR AUlHORIZED REPRESENTATWE. 8. ANY DEAD OR DYING PLANT MMERIAL SHALL BE REPLACEO FOO THE LENGTH OF THE GUARANl'EE PUliDO. REPlACEMENT OF PlANT MATERIAL SHALl BE CONDUCTED AT THE FIRST SUCCEfDlNG PlANTING SEASON. AtN !}fBRtS SHALL BE DISPOSED OF OFF-SlIT, WITHOUT EXCEPTION. C. TREIS AND SHRUBS SHAlL BE MANTAINED BY THE CORTR\cTOR DURING CONSTRUCnON AND THROUGHooT THE 90 DAY ~AINTENANCE PERIOD KS SPECIFIED HEREIN. CULTNAOON, WEEDI~, WATERING AND THE PREVENTATNE rREAT~ENTS SflAl.L BE PERFORMED AS NECESSARY TO KEEP PlINT MATER~L ~ GOOO CON~TION AND FREE OF INSECTS AND OISEPSE. D. LAWNS SHN.L BE MAINTAINED lHROUGH WATERING, FERTILIZING. WEEDING, MOWING. TRIMMING AND OTt£H OPEHATONS SUCH 16 ROlliNG, REGARDING AND REPLANTING AS REOUIRED TO EST.'IlL~H I. SMOOTH, ACCEPTABLE LAWN. FREE Of OlOOED OR BARE AREIS. 13. a.EANUP A. UPON lHE COIJPLET~N Of AlL lAN~SCAPE INSTAlLATI~ ANO BEfORE THE EINAl ACCEPTANCE, THE CONTRACTOR SHAlL REMOVE AlL UNUSED MATER~LS. EQU~MENT ANO DEBRB FROM THE ~TE, AlL PAVED AR£AS ARE TO BE CLEANED. B. THE SITE ~ BE CLEANED AND LEn IN A NEAT AND ACCEPTABLE CONDIllON fI.S APPROVED BY THE OWNER OR AUTHORIZED REPRES[NTAlIl£. 14. MAlNTEtw1CE WTfRtWIVf BID)' A 90 OA~ MruNTENANeE PERIOO SHALL COMJ,{NCE AT THE END OF ALL LANDSCAPE INSTAlLATION OPEPATIONS. THE 90 IJA~ MAINTENANCE PERIOD ENSURES TO THE OWNER/OPERATOR THAT THE NEWlY ~SfALlED lANOSClI'lNG HAS BEEN \IAlNT~NED AS SPECIFIED ON THE APPROVED lANOSCAPE PlAN. ONCE THE INITIAl 90 DAY MANTENANCE PERKlD HAS EXPIRED, THE OWNER/OPERATOR MAY REQUEST THAT BIDDERS SUB"IT AN AlTERNATE MANTENANCE B~ FOR A MONTHLY ~AINTENANCE CONTRACT. THE AlTERNATE MNNTENANeE CONTRACT WILL ENCOMPISS ANY WORK THAT IS CONSIDERED APPRCI'R~TE TO ENSURE THAT PLINT AND LAWN AR£AS ,\IlE HEALfHY AND MAN~URED TO THE APPROVAL Of THE OWNER/OPERATOR. STANDARD FOR PERMANENT STABILIZATION WITH SOD METHOOS AND MATERIAl S 1. CJLTWATEO SOO S PREFERRED OVER NATWE OR PISTURE SOD. SPECIFY "CERTIFIED SOO," OR OTHER HIGH QUAlITY CULTWATED SOD. 2, SOD SHOULD BE FREE Of WEEDS AND UNDESIW!LE COARSE WEEOY GPASSES. l. SOD SHOULD BE Of UNIFORM mCXNESS, APPROXIMATELY 5/6 INCH, PLlS OR MINUS 1/4 INCH, AT TIME Of CUTTING. (EXCLUDES TOP GROWTH.) 4. SOD SHOULD BE VIGOROUS AND DENSE AND BE ~,BlE TO RETAIN ITS OWN SHAPE fiND WH;HT WHEN SUSPENDED VERTK:ALLY 'NITH A FIRM CRISP FROM THE UPPER 10 PERCENT OF THE ST~P. BROKEN PADS OR TORN AND UNEVEN ENDS W1LL NOT BE ACCEPTABLE. 5. fOR DRAUGHT SITES, A SOD OF KENTLX:KY 31 TAll FESCUE AND BLUEGRASS IS PREFERRED OVER A STRAJGHT BLUEGRASS SOD. 6. ONLY MOIST, FRESH, UNHEATED SOD SHOULD BE USED. SOD SHOlA.D BE HARVESTED, DELIVERED, AND INSTALLED WITHIN A PERKID OF 36 HOURS. I. SITE PREPARAlRN A.. GRADE IS NEEDED AND F£ASIBLE TO PERMIT THE USE OF CONVENTIONAL EQJIPlJENT FCR lI~IJ(;. fERTILIZING, AND sm PREPARATION AlL GRADING SHOlA.D BE DONE IN ACCORDANCE ImH STANDARD fOR lAND GRADING. B. ~STAlL NEEDED EROSION CONTROL PRACllCfS ANO FWlITiES. SUC'H AS INTERCEPTOR DITCHES. DIKES AND ITRRACES, EROSION STOPS, AND DE-SILT~G BISINS. II. SOL PREPARATION A.. APPLY LIMESTONE AND EERTIL~ER ACCORDING TO SOL TESTS SUCH AS THOSE OFFERED BY RUTGERS UNIVER;)TY SOIL TEsr~G LABORATORY SOIL SAMPLE M~LERS ARE "MIJIIlLE FROM lHE LOCAl COOPERAnVE EXTENS~N SERVICE Off~E IF SOl TESTING r3 NOT F£ASIBLE ON SMALL OR VAR~BLE SI1£S, OR WHERE TI~ING IS CRITICAL, FERTIUZER MAY BE APPLIED AT THE RATE Of 5DO POUNDS PER ACRE OR 11 POUNDS PER 1.000 SQUARE FEET OF 10-Zo-10 OR EQUIVAlENT. IN OOmN, 300 POONDS 38-0-0 PER ACRE OR EOUNAlENT OF SLOW RELEASE MTR[X;EN MAY BE USED IN LIEU OF TOP-ORESSING. APPLY lIMESTill<E (EOIJYAlENT TO 50 PERCENT CAlOUN PLUS Mfo(;NESIUM OXIDES) AS fOLLOWS: SOIL TEXTURE CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL SANDY LOAM, LOAM, SILT LOAM TONS/~CRE 4 LBS/l000 SQ. FT 180 135 _OAMY SAND, SAND 2 90 B. WORK LIME AND ~-ERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL 1"0 A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCOING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM. FINE SEEDBED IS PREPARED. C. REMOVE FROM THE SURfACE AlL OBJECTS lHAT WOlA.O PREVENT GOOD SOO TO SOIL CONTACT 1110 REMOVE ALL OTHER OEBR~, SUCH IS WIRE, CABLE, TREE ROOTS, ~ECES OF CONCRETE, CLODS, LUMPS, OR OTHER UNSUITABLE MATER~l. 0, INSPECT SITE JUST BEfORE SEEDING. IF TRAfFIC ~AS LEFT THE SOL COMPACTED, THE AREA MUST BE RE-fiLLED AND ~RM[O AS ABOVE III, SOD PlACEMENT /, SOD S1RIPS SHOULD BE LAID ON THE CONTDUR, NEVER UP AND DOWN THE SLOPE, STARTING ,\T THE oonOM OE THE SLOPE AND WORKING!P. ON STEEP SLOPES. TH£ USE OF LAOOERS WILL FACLITATE THE WORK AND PREVENT DAIMGE TO THE SOD. DURING PERIODS Of HIGH TEMPERATURE, LIGHTLY IRRIGATE fHE SOIL IMMEDIATELY PffiOR 10 LAYNG THE SOO. B. PLACE SOD STRIPS 'NITH SNU;, EVEN J~NfS TII\T lIRE STAGGERED. OPEN SPACES INVITE EmON. C. ROLL OR TAMP SOO IMMEDIAITLY FOLLOWING PlACEMENT TO INSURE SOUD COOACT OF ROOT MAT AND sm SURFACE. 00 NOT DVERLAP SOD. AlL JDINTS SHOULD BE BUTTED TIGHTL~ IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE DRYING OF THE ROOTS. D. ON SLOPES GREATER THAN 3 TO 1, SECUR: SOD TO SURFACE SOL W1TH WOOD PEGS, I'!RE STAPLES, OR SPLIT SHINGLES (8 TO 10 INCHES LONG BY J/4 INCH W1DE). E. SURFICE 'NA"[, CANNOT AlWAYS B, DVERTED FRON 'lOWING O'IER THE FAC, OC THE SLOPE, ,UT I. CAPPiNG STR!' OF HEAVY JUTE OR PLASTIC NffilNG, PROPERL~ SECURED, ftLONC THE CROWN OF THE SliH AKa EO;ES WILL PRO~DE EXTRA PROTEcnON AGl'JNST miND AND UNOERCUTIING Of SOD. THE SAME TECHNIQUE CAN BE USlD TO ANCHOR SOD IN WATER CARRYING CHANNELS AND OTHER CRITICAl AREIS. WIRE STAPlES MUS1 BE USED TO ANCHOR NETTINC IN CHANNEL I\vRK. F. IIIMEDlATELY ftX.L.OWING INSTALLAmN, SOD SHOULD BE WATERED UNTIL MOISTURE PENETRATES THE Sail LAVER BENEATH SOD TO A DEPTH OF 4 INCHES. M~NTMN OPnMUM MOISTIllE FOR AT LEAST fWO WEEKS, AND CONTINUE IRR~ATION THROUGHOUT ENTIRE SEAS~. N. TOP-DRESSING IF SLOW REL£ASE NITROGEN (lOO POUNDS 3B-D-0 PER A.."RE OR EQUr/ALENT) IS USED IN ADOITON TO SLK:GEST£D fERTILIZER, THEN A FOLLOW-UP Of TOP DRES~NG IS NOT MANDATORY. A. SPRING INSTAl.,-A.TIOO OF SOD WILL R!:.Ql..:lRE A.~ APPLICATllN Of HHIILlZER SLCH 16 10-20·10 OR EQUIVALENT AT 500 POUNDS PER ACRE OR 11 POUNOS PER 1,000 9:!UARE FEET BE1WEEN WoRCfI 15 AND APRL I. B. FALL INSTAlLAmN OF SOD W1LL REQUIRE mE .ABOVE BE1WEEN SEPTEMBER I AND OCTOBER 1S. PLANTING NOTES: 1. PLANT MATERIAL SHALL BE FURNISHED AND INSTM..L[D AS INDICATED; INCllJ[)NG All lABOR. MATERIALS, PlANTS, EQUIPMENT, INOOENTALS, AND CLOO-UP. 2. THE CONTRACTOR SHAlL BE RESPONSIBLE FOR PLANTINC AT CORRECT GRADES AND AlIGNMENT. LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO INSTIlLAWN. 3 PlANTS SHAlL BE TYI1!'AL OF THfJR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED RANCHES, DENSELY FOL~TED, VIGOROUS ROOT SYSTEMS AND BE FREE FROM DEfECTS AND INJURIES. 4. CONTRACTOR SHAlL REPORT ANY SOIL OR DRAINAGE CDN~mNS C'JN~DEREO DETRI"ENTAl TO THE GROIVTH OF PlANT MATERIAL 5. ALL PlANT MATERVol SHALL BE GUARANTEED BY mE CONTRACTOR TO BE IN VK>OROUS GROfflNG CONDITIDN. PROVIS~NS SHALL BE NADE FOR A GROWTH GUARANTEE Of AT L£AST ONE YEAR FROM THE DATE OF ACCEPTANCE fOR TREES ~O SHRUBS. REPLACEMENTS SHILL BE HADE AT THE BEGINNING DF THE FIRST SUCCEEDING PLANT~G SEASON. AU REPlACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE. INCORPOR~TE 2" OF PEAT INTO 6" OF PLAI\TING f..IIXTURE. AS SPECIHFD 1" FINELY SHREDDED COi;.ltJCSITE BARK NOT TO SCAL E If) z z o 0 b:: If) Ul GJ 5 ~ Ct: If) W 6. INSOFAR AS IT IS PPIoCT~ABLE PlANT MATERIAl SHAlL II' PlANTED ON THE DA~ Of DELNERY. IN THE EVENT THIS IS flJT POSS~LE, THE CONTRAIllOR SII\LL PROrrCT STOCK NOT PLANTED. PlANTS SHAll NOT REMAIN UNPI.ANTED FOR LDNGER THAN A THREE DAY PE~DD AFTER DEUVEIrr. M~ PLANTS NDT INSTAlLED DURING THIS PERIOO W1LL BE REJECTED. W ::;; "" ~--------------------------------------------------------------------~-----------------------------------------j0 ::;; 8 o I U U 7. QUALITY AND SIZE or PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SfiPiU BE IN ACCORDANCE WITH ANSi Z60 (REV. 198<J) "AMERICAN STANDARD FOR NURSERY STOCK" 'S PUBLffiHED BY THE AMER~AN ISSOC~WN OF NIllSERYMEN, INC. 8. m PlANTS SHALL BE PlANITO IN ANFNOEO TOP SOIL THAT is THOROJX:HLY WATERED AND TAMPED AS BACK FILLNG PROGRESSES. PlANTING MIX TO BE IS SHOWN ON PlANTING OETruLS. LARGE PlANTING AREAS TO INCQRP<1RATE FERTliZER .AND SOIl CONOITIONERS AS STATED IN PlANTiNC SPECIFICATONS. 9. PlANTS SHAlL NDT BE BOOND WITH W1RE OR ROPE AT ANY TIME SO IS TO DmAGE THE BARK OR BREAK BRANCHES. PlANTS SHAll BE HANDLED FROM THE BonOM OF THE BAlL ONLY. 10. PlANTlNC OPERATIONS SHALL BE PERFOR~ED DURNG PERIODS WITHIN THE FLANTING SEASON WHEN WEATHER AND sm CONDITIONS ARE S~TABlE AND IN ACCORDANCE \\1TH AIlCEPTED LOCAl PRACTICE PlI>NTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR t't!CUo.l CONIlITIO~L M.l. PLANT UAT[>:IIM. SJ.lALL 9[ s:pRo\vm WlTI.I '\IIILT_PRU~' OR [/}UAl AO;:: PI::P UAIJII~A(,TII~m't:: l)Jo::TRllrTlnIoJc:. 11 NO PlANT, EXCEPT GROUND COVERS, SHAlL BE PlANTED LESS THAN TWO FEET fROM EXISTING STRUCTURES AND SIDEWALKS. 12 SET ALL PlANTS PLUMB AND STRAJGH1. SET AT SUCH LEVEL THAT A NORMAL OR NATURAL RELATIONSHIP TO mE CROVIN OF THE PlANT WllH THE GROUND SURFACE WlLL BE ESTABUSHED. LOCATE PlANT IN THE CENTER OF THE PIT. 13. ALL llillRED ROOTS SHAlL BE PRUNED UTlUZIiG CLEAN, SHARP TOOLS TO MAKE CLEAN ENDS 8EFOOE PLANTING. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE GROWTH OF LARGE TREES (2" CAliPER AND OVER) BY THE RElmVAl OF SUPERFlUOUS BRANCHES. THOSE WHICH CROSS, TfJOSE WH[H RUN PARAlLEL. ETC. MAIN LEADER Of TREES WILL NOT BE CUT BACK. LO'G SIDE BRANCHES, HOWEVER, ~UST B£ SHORIINED. 14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HOR11CUlTURAI PRACTICE TO PRESERVE NATURAL CHARACITR OF PLINT. PRUNING SHAlL BE DONE WITH ClEAN, SHARP TOOLS . lS. TREES SIiAlL BE SUPPORITD IM"ED~TELY AFTOl PlANTING. AlL TREES SIX (6) INCHES'I<D OVER IN CAlWER SHALL BE GUYED. S.,\lLER TREES SHALl BE STAKED. GINING WIRES AND STAKES SHAll BE INSTAlLED AS INrnCAITD. THE lANDSCAPE CONfRACTOR SHALl REMOVE· STAKING. GLNIN~ &: TREE WRAP AT THE END OF THE ONE YEAR MNNTENAf¥.:E & GUARANTEE PfRlOO 16, THE TRUNKS Of ALl TREES SHALl BE WRAPPED IS SOON AS POSSiBlE AFTER PlANTING ACCORDING TO STANDARD PROCEIlJRES AND AS INDiCATED. 17. ALl PLANTING BEDS SHAll BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH lB. NEW PlANTING AREAS AND SOD SHAlL BE AQEQLI\TELY IRRIGATED DR WATERED TO ESTABUSH THE PROPOSED PlANTS AND lAWN. 19. PR~R 10 THE ISSUANCE Of ANY CERTW~ATE OF OOCUPANCY, THE PROPOSED LANDSCAPE /6 SHDWN DN THE APPROVED l'NDSCAFf PlAN MUST BE INSTAlLED, INSPECTED AND APPROVED BY THE TOWW lANDSCAPE ARCHITECT. THE TOWN EN~NEER ANO LlNDSCAPE ARC~TECT SHAlL TAKE INTO ACC'JUNT SEASONAl CONSIDERATIONS IN THIS REGAAD AS FOLLOWS. THE PLANTING Of TREES, SHRUBS, ~NES OR GROUND COVER AS REQ~RED BY OR ASSOC~TED Wffij A SUBDMSION OR SITE PLAN APPROVAl BY THE PlANNING OOARO OR lONING BDARD OF APPEALS SHALL 8E INSTALLED DURING THE fOLLO'MNG PlANTING SEASONS: TYPE 00li PlANTS 3/15 TO 12/15 LAWN l/15 TO 6/15, 9/15 TO 12/1 F\JRTHERMORE THE FOLLOWING TREE VARIETIES SHAlL NOT BE PlANTED OURING ·HE FAll Pl'NnNG SEASON DUE TO THE HAZARDS ISSoo~TED WllH PLANTIND r"ESE TREES IN THIS S£ASON. ACER RUBRUM POPULUS VARIEnES PRUNUS VA~ETlES P'l'RUS VARIETIES QUERC\JS VARIETIES SEEULA VARIETIES CARPINUS VARIETIES CRATEGUS VARIEnES KOELREUTERIA UQUIOANBER STYRAClflUA URODENDRON TULIPIFERA PLATATNUS ACERFOUA SAUX WEE~NG VARIETIES TlliA TOMENTOSA ZELKOVA VARIEnES 1. 2. , o. HYDROSEED SPECIFICATIONS PRm TO SEEDING, AREA IS TO BE TOPSOILfD, FINE GRADrn. AND RAKED Of ALL DEBRIS lARGER THAN 2" DIAMETER. PRIOR TO SEEDING, CON'!.IIT MANurfoCTURER'S RECOMMENDATIONS AND INSTRUCTKJNS. SEWNG RATES: PERIN MAL RYEGRASS 1/2 LB/ I 000 SO FT KENTUCKY BLUEGRASSl LB/100D sa FT RED FESCUE 1/2 LB/l 000 sa FT SPREADING FESCUE 1/2 LB/l000 SO FT FERTILIZER (16.32.16)2 LB/l000 SQ FT LIQUID LINE I GAL/BOO GAL. TANK TACKIFIER 35 LB/BOO GAL, TANK fiBER NULCH 30 LB/l000 SO F1 4. GERMINATION RATES WU VIJi:( AS TO ~ME Of YEAR FOR SOWING. CONTRACTOR TO ~RIGATE SEEDED AREA UNTIL AN ACCFPTAB\f SIAND OF COVER IS ESTABlISf£O BY OWNER. 2" LAYER OF SPEClnED BARK MULCH 'OT TO SCALE .~~./ REINFORCED !>JOTES: ~ " ~UI:n::l!:R HOS!: 1. NO SOIL OR MULCH SHALL ~/. (1/2" DLII. BlACK) BE PLACED AGAINST ROOT ~ '1/1 r 2 ~~~~~ ~~/ro~~ fROM ~ V.,·, / -~~~~~z~6 0 W?:E TRUNK AND TOP OF ROOT V ~ GUYS TWISTED BALL fOLD BURLAP BACK .tl~"~ A~IT'q-2" DiA. HARDWOOD l VJ,.i,~~M D~~~~ :~tL BE' • " / STAKES 2/3 TREE THE SAME OR HIGHER AS H1. 3 PER TREE GROVIN IN NURSERY V=3" SHREDOEO HARDWDOD BARK MULCH iIliSAUCERRIM 81 FINISHED GRADE )1 TOPSOIL PLAN11NG MIX ffimffimp' 1;= I I PART PEAT MOSS I "'ll" 110011 ~I III 1 PART cow MANURE !.Urn""'" III -, Il~lllj'" ., I 3 PARTS TOPSOIL -,1-~ 4" -B" TOPSOIL MOUND UNDISTURBED SlIBGRADE DECIDUOUS TREE PLANTING DETAIL NOT 10 SCALE ~ 1. NO SOIL OR MULCH SHALL BE PLACED AGANST ROOT COLLAR 0' PLANT. 2. REMOVE ALL ROPE FROM TRUNK & TOP OF ROOT BALL. fOLD BURLAP BACK 1/3 fROM TOP OF ROOT BAli.. 3. PLANTING DEPTH SHALL.. BE THE SAME AS GROWN IN NURSERY. 4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTiNG AND REGULARLY THROUGHOUT THE FOLLOVIING TWO SliMMERS. <=. THE BOnOM OF PLANTiNG PiT EXCA\./ATIONS SHOULD BE ROUGH TO AVOID MATTING OF SOIL LAYERS AS NEW SOIL IS ADDEO. 11 IS PREfERABLE TO TILL THE ~RST lifT (2 -3 IN.) OF PLANTING SOIL INTO THE SUBSOIL 00 NOT STAKE OR WRAP TRUNK n\'ICE THE WiDTH o~ THE ROOT BALL AVOID PURCHASING TREES VlI1H TWO LEADERS OR REMOVE ONE AT PlANTING; OTHERWISE. DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIfiC STRUCTURAL CORRECTIONS. fOlD BURLAP AWAY fROM TOP Of ROOT BALL SE1 ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES H!GHER IN POORLY DRAINING SOILS 4" BUILT-UP EARTH SAUCER !== IN CONTACT WITH TREE TRUNK. PREPARED 501 L FOR TREES 1 PART PEAT MOSS 1 PART COw MANURE 3 PARTS TOPSOIL \ .~3~ DOUBLE-SHREDDED HARDWOOD BARK MULCH. DO NOT PLACE MULCH / -BEFORE PLANTING. ADD 3-4" II Y OF WELL -COMPOSTED LEWES ~ OR RECYCLEO YARD WASTE ~II ""III~' :..: ': .. ' : • "~J 100 1::::;11 10 BED AND TILL INTO TOP v,,",, 11= 100 . ii!ll; ;lIj;;;W~ 6" OF PREPARED SOIL SlIBGRAOE I=III='II~ J <ttl Iii 4-6" DEEPER 1HAN ROOT BALL 'J2= 111::::;1 ,II 'II DIG WIDE, SHALLOW HOLE --/'Cj::::;IIEII EIIIEII '111==111=11 jW CUT BANOS OF WIRE WITH TAMPED SIDES '-j _I lie <;;=~'. " BASKET AND FOLD AWAY TAMP SOLIOLY AROUND"'/ FROM lOP OF ROOT BALL BASE OF R001 BALL SET ROOT BALL ON FIRM PAO IN B0110M Of HOLE EVERGREEN TREE PLANTING DETAIL REFERENCLARcHrrEctORAl GRAPHic SlANDARDS 1996 cUMOLA1!VE suppLEMENT ~DT 10 SCALE STREET ADDRESS 868 SUFFIELD STREET --~~~c------ CONSTRUCTION CHECK DATE J TOWN AGAWAM STATE MA 352 TURNPIKE ROAD SOUTHISOROUGH. MA01772 PH: (5011)-480-9900 FX: (508)041iO-Q01O WWW.BDhllfEnlll~IIII.alIII Cl\'lL It COMlll,TING ¥.NG1NY.ER8 SmtVEYOllS PROJJ:CT Ml\NAGEHS "ENVIIWNlIBNTAL CONBlJL Tt\NTl!I LAND8CA!"E AllClifrOCIS PRELIMINARY CORF'ORA TE OFFfCE: • W ARJOtN,NJ O~~IC!S;. 90J11S0A0t.J0K "" • BrM'I~. 1m ~'-.~ :=,:,~, ...... _WGl.VA . • ·~OIU~F'I. , -_ ..... PROJECT No; NOT TO BE USED FOR CONSTRUCTION W051 094 • CONSTRUCTION CHECK DATE CAD 1.0. H: '" " WOS10949s2.dwg COUNTY HAMPDEN NATIO~AL STORE NUMBER PLA'J DESCRIPTION LANDSCAPING DET AI LS /NOTES > z 3: Z o 0 f-f-U Ul => Ul 0:: W f-0:: If) o z o 0 « u W .,.... N 0:: :3 :;£ o 0:: D-o.. « z :5 a. W ';[ o W 0:: :::> ';[ z (3 c,r; STATUS PLAN CHECKED AS BUILT IDF~AW'N BY; CHECKED BY, DATE; SCALE; SHEET NO. :;' w o 1£ o ~ w "-o W If) t3 w (f) ~ u ~ LL 0 lL 0 o « (fj W Cl: :::> ';[ z CJ Ui Z CJ Ui , o u DP,TE ~ z o () BY SJL JAK 05/04/09 AS SHOWN @c::llJlJ OF 15 ,.,. " • o U RELOCATED UGHT (UNDER WALL CONTRa.) o 2 o J o (; DELINEATION LINE t{S£5 NOTt;); 0 7 I 7 o 5 1.4 o 3 6 9 o 4 o " 4.i3 JU .8 8.8 ;:'1. b 11 . (:, . 0 .4 .3 0.0 GRAPHIC SCALE o . 1 o 0 O. o. o. 0.1 o .4 o .:S 2.7 0.7 0.6 0.7 85 1 J 8 1 29 3 9 4./ 2 6 2.3 32 2 ' .U 3. ! 'J ! 3.7 7 3 6.5 10. '" ii.2 @8.7 10.4 B. o [I o J 6.7 4 l 3.3 4.3 8.3 ~\ " I.' .'.J J.J 20 0 10 20 40 60 ~·~ ... !~~I _!~~~I Tlil': FOLLDWI~O 5',.,TE5 REQUIRE ~nrlCArtON BY EXCAVATORS, ce;IGNERS, 01< Rf"( Pt~N P~ARlIOG 10 DISTURB THE runfs 5UltfACf IINYWHERr IN THE ST~TE. (IAA, "'E. '"H. RI. VT 1_888_3014_7233) ICT 1-BOO..g22-445!i) tI'f 1-800-S62-796~) IN FEET ) 1 inch = 20 It. 0.0 U.U ( RELOCATED UGHT (UNDER NAIl CONTROL) C ' .C C 3 \, 5 C .8 1.6 2 7 "' - . h.2 8.8 110 3 6,3 5.4 4 4 G.] 0, o . 1 0.0 J G C 1 I.e .1 ~ .-' j, if D 3 'J '-, c./ 2.9 S 7 o '9 3 it 8 6,8 8 I dl u.(~ 0.2 C. IJ ., OH--. • u , () , l 0 ", 0 C' , 0 .0 0 3 1.J 2.5 36 5.8 1 , j 7.~ o l 6 0.8 58 D.5 3.4 0.3 .3 0.5 0.4 0.4 3 .. O. lD 5.1 :l ,....0 5.0 91 I 9 11.b 12.4 PROPOSED AREA 10 4 Ucr1 (~) <J 4 m Ie / to"' f],S ] l 2 S J,O iJ I J . :, i.1 , "[ c:: (' n ,;: '.-1 .J ,0 o ;J 0 0.1 o 1 u ~,: o . 1. 0.2 0.3 (, 1 , Q " , . .' '? 8 8.2 10 . ~ 5,8 -; r::: • ".! 2 5 1 .6 1.1 D ') C 9 8 0 7 4 7 >J 9 6 9.7 8.2 5 8 711 b .~ 10.0 1l.6 ';; 6 , < ~ '1 . 3 5 4.9 c.u GO C.O C,U O,(] 0,0 o () o 0 ~ 00 (J.G e.o o 0 0.0 o 0 0.0 0.0 0,0 0.0 0.0 0.0 o. Cl. 0 00 0 .0 0 .0 c 0,1 0.0 0 0 II 0 o 1 0.:1 OJ [) .0 Q.C O . ./l 0.1 O. O. 1 0.0 0.0 ,3 O.G o 0 ;; 4 0.0 0.0 ~q>'·~~"1I· 4 • J • J 0 7 7 52 0.0 2 4 .5 2 0 0 0.0 l c.: 0.9 ,J 0 . 0.0 0.9 .3 0 0.1 o. o 1 c· . 1 0.0 0.0 I o 7 O! 0.0 o 1 0 . 0 0 . 0 0, """';;;...,:~ 0 .0 n f' u .. ; CII o :) n u [I 0 ~ N 0.0 CI 0 I] 0 O.G 0.0 01 0 .0 0.0 0.0 0,0 o 0 0.0 0.0 o 0 o 0 o 0 0.0 0.0 0.0 0.0 0.0 0.0 O.U 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o~ v[X]o@ ~[S&~ V@ W~ ODvO[SO~~[Q) [;?@~ [SO@C=OvO~@ ~OD~~@@~@ @~[S V • EXlSDHG UGHT POLE TO RIlIAII AND lIE WIRED TO WAll CONTRa. RELOCATED UGlI! (UNDER ILlLL CONTROl) ~ EXISDHG UGHT POLE TO REMAIN AND BE WIRED TO MALL OONT1!OI. GI, 011 01-1 SUFFIELD :JIM: TURNPIKE ROI.D SOUTHBOROUGH. MA01m PH: (lIfA'I) 4IIIJ.IIIOO I'X: (508) 4!KUI08O _.ElohL.engl.-l~.com (PUBLIC -60' WIDE - SURVEYmS PRo.:n:cr MANAGnUi ENVlRO~NTALCOK8ULTA~ STREET 1969 TOWN LAYOUT) COFlPORATE OFFICE: • WA1tIU:N,NJ OFFI~ • SOlI1HlORDUClIo( loti. • lIaNE. loll • ALIII'IM', "" • "TlJWSO~ KI • I'lROIAlIE. "Y f 8lIR.1tIG, VA • fYW(OM(OW\. N'I' • Wl\RRI!:tmlN, VA • C~ PII • FORTLAlllEIlnI.l£ A.-• CDllEAVALLEI', ~A • :.=ft. =-.:..-.: =::''L..'"'='l.V.:r'':'='''l:. .:=.-==. ---...... PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PROJECl No W051094 iI + SITE LIGHTING NOTES I UGHTING INFORMATION TAKEN FROM PL'N ENTITLED, "MCDOOALD'S RESTAURANT AGAWAM, MA SUFFIELD SlREET • PREPARED BY SCUTHeO LIGHTING, OATED 05/05/09, SCALED ('"40'. 2. FDUNDATK»< OES~N AND CONSTRUCTION FOR LlGfff r~TURES ARE BY THE CON1RAClOR . NOTE: THIS LIGHTING PLAN ILLUSTRATES ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) APPROVED METHODS. ACTUAL SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINARIES MAY VARY DUE TO VARIATION IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE fIELD CONDITIONS NOTE: THE EXISTING CONDITIONS LIGHTING LEVELS ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES AND/OR ACTUAL FIELD MEASUREMENTS TAKEN wlm A LIGHT METER DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE. EOUIPMENT TOLERANCES. WEATHER CONDITIONS. ECT •. ACTUAL LIGHTING LEVELS MAY DIFFER AND LIGHTING LEVELS ON THE PLAN SHOULD BE CONSIDERED APPROXIMATE OJI OH 18' -0" 2'-0" ~\~SV-Series MSV-SERIES MSV4M20 MOUNTING HEIGHT= 20 FEET. FROM POLE TO PHOTOMETRIC CENTER~ 1.2 FEET IES CANDELA FILE, CjACAD/IES/SL4MHFT.IES INITIAL LUMENS PER LAMP= 42000. LIGHT LOSS FACTOR (LLF) -0.85 NU~BER POL"S (7) NUMBER OF FIXTURES (9) ILLUMINANCE IS IN HORllONTAL FOOTCANDLES. TARGET PLANE AT Z = 0 FEET. SlmMory # POINTS 612 AVERAGE 2.B MAXIMUM 21 6 MINIMUM 0.0 AVG/MIN 9999.99 MAXIMIN 9999.99 STD DEV 3.79 CDEF VAR 1.3'> SPECIAL LIGHTING NOTE ALL EXISTING /liD RELOCATED UGHl POLES SHAlL REMIIN UNDER UAlL CON1ROL AND SHIU BE WIRED APPROP~ATELY. STREET ADDRESS 868 SUFFIELD STREET STATE CONSTRUCTION CHECK DAlE TOWN AGAWAM MA COUNTY HAMPDEN COOSTRucnON CHECK Dm ~ATIONAL STORE NUMB::R PLAN DESCRIPTION CAD I.D !: LIGHTING PLAN W051094ss2.dwg z o If) Z o f--III 0... UJ ~ ~ ~ cc If) W w ;;;; '" o ;;;; [;l If) -oJ ~ o '" 0- 0-« Z :) I± o I U U Z Z :;; 0 o f-- f-U (f) ::J (j) '" W f-Ct: If) o z o 0 « u N ~ o w 0': :::> CI w 0': W 0': :::> ';( z () iJi ST~.TUS PREL"1INARY PLAN CHECKED AS-BUILT DRAWN BY: CHECKED BY: DATE: SCALE: SHEET NO. w <n w I >- a to --r I m N f-n z w ~ o W (3 0::: ex] W I-f'.. '" If) ~ z 0 U) 2 g :::l L 0-l I <{ 0 f--U 6 0 ~ z OJ <D 0 o o :;; f-If) W (j) w ::J u 0:: G: 0 \.L 0 o « (f) w 0': ~ z G (f) Z G iii I o u :;; DATE BY SJL JAK 05/04/09 AS SHOWN ©c::JlJ~ OF 15 '" <D . m - •• 0 SECTION 1/2~ OR .5/4" Coop COORD. W! SITE ElECTRICAL OWG'S s " '·'/" I I 2'-1/'1' ~tfi·~=j- '" :G ." 'f '- (4) 1/2~. X 2'_0" ANCHOR BOLTS I'.NCHOR BOLTS BY C.C. ANCHOR BOLT .t FOliNO. PLAN 1/2" CONDUIT & TERMINATE (2)112 WIRES. FURNISt£D BY E.C. & CONNECTED BY SIGN CONTRACTOR (4) 1/2~~ X 24- ANCrK>R BOLTS W!J" HK FURNISHED $( INSTAlLED BY G.C. POIJRED CONCRET~ BASE BY C.C. (24")( 10 ) HQlL THIS DETAIL TO BE USED WITH SITE SIGNS FROM ~ I '" N , N "- I "' +--- 36-1/2" ~~:: lconoe > ~ Alternate Approved Copy drive-thru thank you exit C:::===:::J entrance DIRCCTIONAL SIGN FTC. DCTAILS TENCON y~~3RITF DJ.DI"CTIt:W.AL e.JC.Ai J:l£T.All. CDa-.£.A) AREA = 9.6 S,F. 27" McDONALD'S DIRECTIONAL SIGN DETAILS NOT TO SCALE (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN FlNAL SPECIFICATIONS FROM SIGN VENDOR) ~~ . rn N ~ ~, MfNll RCMINDCR BOARD ELCVA TION NOTE: MENU REMINDER BOARD AVAILABLE tRaM FLORIDA PLASTICS PHONE-l-BOO-499-0400 LEVELlNC; NUT :3 AMP LOAD 10 AMP LOAD 11.8 SQ. FT. 43_3 SQ. FT. 24" x 5/S" DIAMETER ANCHOR BOLT PLUS HOOK (4 TYP_) (SUPPLIED BY THE CONTRACTOR) ~.JgNU BOARD .t PRE-SELL BOARD £LCVATIONS 1-1/2" CONDUIT fROM IlAENU BOARD OR FROr.1 PRE-SELL SOARD fOR CONTROL WlRES.- fOR PRE-SELL BOARl) ,1 ONLY; 1-1/2" CONDUIT TO PRE-SELL BOARD 12 FOR CONTROL WIRES. DISREGAAD fOR PRE -SELL BOARD 12. PRC SCLL BOARD PLAN 2M CONDUIT FROfJ BUILDING fOR CONTROL WIRES---, 1/2" CONDUIT FROIIA MENU BOARD OR FROIA PRE-SELL BOARD FOR POWER. 1 1/2" CONDUIT TO --1"!i-"=<.;!tr~ PRE-SELLS BOARDS FOO CONTROL IN POOR SOil CONDITIONS (SOIL T'r"PES 1 1.£ 2, WET SOfT CLAY, LOOSE SilT), INCREASE MENU BOARD fOUND" lION DIA!.1ETER TO 24" AND DEPTH m 5'-6", e' t:=== , , FOUNDATION DEPTH TOJ BE BELOW FROST LINE MCNII BOARD PLAN MCNlliPRC -SeLL BOARDSfXllQII MENU ( PRE-SELL BOARD DETAILS ~ .I')' '" . tYl ·0 II NOT TO SCALE (NOTE: FOUNDAT!oN DES!GN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN FINAL SPECIFICATIONS FROM SIGN VENDOR) (NOTE: REFER TO DRill[ THRU DETAlL FOR LOCAnON AND OR!ENTAT!ON.) ;" 18'-2" "-"' N , . --I~-V d rJJ. '1l1:r"2J 0 .IT 0 lJ I 0 it7~ "TIlIT 0 [1,")] 1.5' , maNT ,," _ .. __ . ~-----i I 1.3' / PROPOSED -«).31 S.F. SIGN I .2 DOOR OPENING A~N~NG il\:!· !!:Q2F !.1t!;1Ii!QI:!Y IN~;TALI ATIQN I~SIBU!:;TIOH~t i. UNcRAfE UNisoS'! " eHEC~ f6~ Ilfl s4"~IUG BMlft6E. NOTIFY IMAGEPOINT IMMEDIATELY OF A~ DAMAGe:. 2. LIFT UNI80DY INTO PLACE AND LOCATE AS SHO ..... N IN FROt\. T '<"12#, UNIBooy SHOULD MOUNTED WITH THE BOTTOM OF THE ''M'' !i" ABOVE THE TOP or THE WALL. 3. BOLT MOUNTING ANGLES TO SICNATLiRE ROOf TUBES AS SHOWN IN SECTION A-A. 4. WIRE UNIBODY WITH 36" PIGTAIL SUPPLIED BY WALL INSIAU...ER. W'RE IN ACCORD~CE WIIH NEe AND AlL flPPUCABLE LOCAL CODES. 5. TOUCH UP PAINT AS NEEDED 6. CLEAN AREA Of ALL TRASH AND DEBRIS LEFT FROM INSTALLATION. UNIBODY DETAIL NOT TO SCALE 0000 ¢" METAL COLLAR T'fP. WELD BOTTOM COLLAR 10 POST, BOLT TOP COLLAR '" WHO TO fRAME If(DRAUUC GROOE nmN1; QRllL AND lAP rot.E \TYP. 4 PlACES) :."ill S" SP,ICWlL...jl 6" DI~. CONCRETE FILLED STEEl POST >---2J4 HORIZONTAL RAIL '----5/4 >I 5 WALL SLATS ~--?:x9 POST TYPICAL PLAN ELEVATION NOT TO SCALE POURED CO~CRm: .4 ~on·~· ~', ~. o . ~ . -+-+'- 4. • r 1-0 " I SOND TUBE 1 GATE POST DETAILS NOT TO SCALE (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) T ----------l---~ .. II.-: -~-j/ '" T~PRl\lN>-S OPE TO DRPlN SLOPE r 6" JiA. CONCRETE FILLED mEL POST (rfP) EXPANSION JO'NT ( ) 2" ELECTRK: C;;O~[}..lIT @ :}6' ABQ\IE ftllSl1ED FLOOR. '--__ ]/4' I.lIXED WATfR WITH FREEZE PIlOOF HOSE SISS. (CONFlRr.1 OIIASENSIONS WITH McOONALDS CONSTRUCTION MN'oIAGER PRIOR TO CONSTRUCTION) ALDAITE 1610-Bl If(!>RAUUC STEEL M-lGLE fRAME .t. DIACOIoW.. BRACES (GRINCt WELDS Alll.D CORNERS SMOOTH GREASE FlmNG PAINT W/2 COAlS RUSlOLEWj (TYP. 4 PL) ! n ~ • ~ . / ~ ~~/4J,L~ \P \ (ST. "D. BO""k / TO FRANE) ~ ~ ,; , ~ ,; ~"H./ ! / ;/ ~ h " ... ; '" ' .'~' '.' .... ~. ":. • •. ,'! .'~ .~ . . .;", L 1" D1A '''S POST / st:t: DETAIL CRANE BOLTS SEE BELOW I" I\IPF\.E WELDED TO PLATE COu.A1<S ~~:, ~BOLT \1 -PIPE SLEEVES '62-BOLTS T FAAI-.IE j ~ /3 ~ ~ " 0 " , ~ CORALL LAYOUT NOT TO SCALE TRASH ENCLOSURE GATE & MOUNTING TOP OF 9.AB/ P"~ENT I , NOT TO SCALE rTREX CAP 3/16"GAP /: 4-~ 6 (TREX) WAll SLATS I.4QliNTE[) ON OUTSIDE / ~ ","" II 2x~ HORIZONTAL ~ __ .J/ RAJLS (TYP OF <4 ROWS EVENLY SPN;EP) TRASH CORRAL TYPICAL ELEVATION 7-1/'2." NOT TO SCALE r (4) '"Il x 36" ~CHOR BOLTS (PARTIAl.LY G,!LVANIZED) (4) 1" GALVANIZED I-IVY. HEX TOP NUT, (4) 1'" I() GALVANIZED LOCK WASHER, ~~~ !" .'9: t ~9 ~ky'~.I~~P F0.! !!.~§.~~.~ & (4) 1" !-IVY HEX LEVELING NUT, I OR (4) 1\1 X 42" ARCHOR WIT,HOUT BON!> PLATE , I I 3/4" CONOUIT---........ .,. FROM BUllDlNG FOR POWER o , . t -0' CIA. NOTES: 1. G.C, 10 COORDINATE THE RES?ONSI81L1TlES OF THE ELECTRICAL CONTRACTOR AND THE SIGN SIJPPIIER. 2. GENERAL CONTRACTOR TO INSTAl.l PRE-FORMED, PRE-WIRED VEHICl.E DETECTOR LOOP. J. ~12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALl.OWED. e.' DIRECTIONAL SIGN FOOTING DETNL TO BE USED FOR n..L ENTER/EXIT/WELCOME SIGNS AND DRIVE THRU DIRECTIONAL SIGNAGE. COORDINATE WITH THE SITE PLANS AND r.1CDONA/..O'S PROJECT ~ANAGER FOR THE EXACT LOCATION, OR!ENTATION AND NUMBER OF SIGNS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH THE OTHER TRArfS. 6. AU_ GALVANIZED ANCHOR BOLTS TO BE SUPPliED BY THE CONTRACTOR. .WELCOME POINT FOUNQATION DETAIL NOT TO SCALE (NOTE: FOUNOAnON DESIGN TO BE PROV!DED BY CONTRACTOR) '0 , " 4' 5/4" X fJ" T~D<---t, fASr(Nuj TO 2 X 4 S TREX CAP ____ 2 X ... 30LTED TO ____ ----SlEEL POSTS (TrP. OF 4) -PAINT POSTS WI ~ BENJAMIN ~OORE ,.,...--STEEL PRlIiIER 2 X 2 STEEl. POSTS CORED INTO SLAB AT 3'-6" D.C, 6" MIN. EMBEDMENT raw 4000 PSI CONCRETE SLAB WITH fl4 REBAR REINfORCING, 12' D.C. EACH WAY, OVER 6 Mil POLY. VAPOR BARRIER ON 1 ~ COI.-lfl.....cTED ~A~~AS~~~~~~+1:;L~~~--~~~~WEL ~SE O~R ~~V ~ /(~V· ;L~+~.:;;;;~'-:i;;;;;=.=-O_.-'i",:~~~D k.,",,f-.... '""------"'"'"""""""""-----UTS TO CONFIRM cc SUBGRADE COMPACTION 14 TOP PERIt.!(fER ''''' ALL WC1fXl ,,,::1."';:1'" "" ",." ... r.·n"""AI AAE TO BE PRESSURE TREATED. All fASIENE'lS ARE TO BE GALVANIZED. WALL SECTION NOT TO SCALE (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR) I BY LOCAL CODE \ ( OR AS REQUIRED I PER LOT 2 STALLS MIN. I "HANDICAPPED I r PARKING ONLY~\ I SIGN (CHECK \ I ·WI TH LOCAL CODES \ \ FOR SPECS) CURBING j BLUE PAiNTED------- BACKGROUND PAiNTED (WHITE) HANDICAPPED SYMBOL (54"W)(60"H) HANDICAPPED STALL MARKI!'!G ,,' 75' PARKING NOT TO SCALE VERIFY WITH SITE PLAN 4'" WHITE PAINT STRIPE TYP. 90' PARKING PARKING STALL STRIPING NOT TO SCALE CONCRETE TO BE RAISED FUR PROPER WATER RUN Off --"""' 4~ DI"r.1ETER STEEL PIPE fillED • j CO!IC. ~AI~TW TRAFFIC Y!:Ll.OW AND E~------1 BEDDED IN CONC. SASE BITlJMINOUS JOINl AROUND PIPE TOP OF SLAB OR ASPHALT l.EAVE SPACE FOR 2~ '''"---,--L.-'j Ir---+-OR ST'fROFOAM LAYER BETWEEN mp OF FOOTING '" Bono~ OF SLAB NOTE; BOLLAADS REQ'D AT Bl9G CORNERS. -IRE HYDRANTS, WATER METER, .3000 PSI CONCRETE I DRIVE THRU 6'-4' NOTE: AU TEXT AND ARROW SHALL 9£ PAINTED YELLOW (PhiS 123) 5'0' S'-O" I I I I ~ ~EDRIVE THRU~ ~ ! THRU TRAFFIC] ~! ,'·1 ! t I , '" NOT[, ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) IPRIORITY PICK UP AREA) CURB FACE O£PRESSEO M • 7-1/,£ HIt" NOTE: ALL FONTS LETTERS TO BE BOLD OBLIQUE" TYPICAL PAVEMENT MARKINGS NOT TO SCALE CUSTOIl4E ORDER OISP\...A'T' R S:::E DRIVE THRU CONCRETE PilD DETAIL FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD fOR DETECTOR lOOF'. NffiE· NO STEEl IS TO Af !/sED iN CONCRETE la"- 24" WIJl NOTE: THIS DIr.1E!lJSI()N TO BE USED FOR THE REMOTE DETECTOR LOOP (SEE OETAIL BELOW) .~. " q I 3'-0' ---------I ~) ! 1: \: ~r---~==~~~~--Jr--POLE ~ ~ -ANCHOR BOLT / q / 01 <.; 1/2" :E~V~~; -" VEHICLEd';\ETECTOR LQ.9P"" '-....: VEHICLE DETECTOR LOOP tIISIALL PER MFR. RECOMMENDATIONS ; 'i! n I~ IJ , f1 . II ,. II . II JAIA IIJUT NUT FLAT WAS"ER BASE PLATE LEVELING NUT NON-SHRINK GROUT CONCR[I"E FQU~DATION ,:1 ., '----1 1/2" PVC SLEEVE FOR DETECTOR LOOP SEE NOTES I ~~lH or Qf!r!f;: IlIRU I CONGo CURerJ / NOTE: THIS DIMENSION TO I BE USeD i'"OR THE REMOTE DETECTOR LOOP (SfE DETAiL BELOW) lB" - 24' M-U 1/2" PRE-MOLDED EXPANSION ~--JbINT MATERIAL CONC. CURB OR CUR6 AND GUllER FLAG POLE BASE '. '1I~4=,,*,,=-=- . II. • C- NOT TO SCALE .: II " 1 1/2~ S'_EEVE fOR VEHICLE DETECTCR LOOP (NOTE: F()JNOATION DESIGN 10 8E PROVlD£O BY CONTRACTOR) r.1IN. ~,O' C.O.D. fOUNDATION NOTE: FOR RE~OTE DEIECTOR LOOP ADD CONCRETE P-'t), J-BOX AND 24H MA)(. OISl. FROM £ CONDUIT TO EDGE OF CURB SECTION AUTO DETECTOR LOOP DETAIL NOT TO SCAi_E !NSTAL! eTiON IMST!!UCJ!ONS' ELECTRICA,L SPECI[ICATIONS' 1. UNCRATE: AND TEST UGHT ~!GN. Non"", IIolAGEPOINT Cf" ANY i)AMAGE. TOT,IJ. so FOOIAGE; 13,87 2. USE SITE PLAN TO ESTABLISH POSITION OF SIC:N (IF ,WAllABLE). TRANSfORMER: FRANCE 75DO 0£1O ElECTflONIC 3. DRILL HOLES IN WALL FOR MOUNTING 60LTS AND ElECTRICAl. AS INOICATED ON POUNCE PAnERN, ANPS' .7!1 AMPS -+. REMOVE F~E TO ~CCESS MOUNTlNG HOILS. 5. LIFT SIGN INTO PLAC( ON W.A1.L AND SECURE WITH APPROPRIATE BOLTS (SEE CWRT). IF NOT USI~ S\JPPLIEO WT INSEltTS TO I.IOliNT, If IJAY 8£ NECESSARY 10 DRILL NEW M(X.!NTING HOLES (4) ARt: REOURIED. PlACEIAENT IS NOT CRITICAL SIGN IALJST BE LEVEL &: PLUMB. 6. Wfi!E ELEC1RICAL INSIOE J-BOX. WIFlINI; MUST CONFORM TO NEC ANO ANY APPUCABLE LOCAl CaDES. 7. REPlACE rACE AN[) CLEAN SIGN. DISCAR[) INSTALLATION DEaRl$ ACCORDINGLY. lOUCH UP my SCRATCHES WITH TOUCH UP PAINT. N 1.CONTItACTOR SHALl. VERIN AlL SITE CONDITIONS &: OIlo£NSIQNS, 2.THE CUSTOMER'S 6UILDING ENCINEER IS TO D~TERMINE IF BUILDING SlRUCTURE WIll. SUPPORT THE SIGN. THE CUSIOMER SHALL SUPPLY ArtY PDOlnONAt STRUCTURE WAT IS REqUIREO ON OR BEHIND W.QJ...L. .... • ?RQPOSED ~OE\t"ALK (SEE DETAIL) 'M' LOGO DETAIL 4000 P.S.I. CONCRETE ER ACMe: CEliCTABLE WARNI~ STRf' CONSISTING rF "TRUNCATEO OOWES wI OI ..... ETER Cf NOIoIIIoIH.. 0.11 IN, H~IOHr OF N~INAL 0.2 IN, AND CENTER-TO-C£NTER SPACING OF NOWINAL. 2 • .15 IN. SHALl. CONTRAST VISUAllY wi AOJOININQ SUfACES, EITI-£R LlCiHT ON DARK OR OAAK ON UGHT, lolA T£RIAL USED TO PRO'¥1)E CONTRAST TO BE AN INTECiRAL PART or WAlJ(NG SURFACE NOT TO SCALE 48-!l" o .~c/ """'" If INSTALLATION 1$ PERfORtJEO fN ANYONE OlfiER lHAN AN lMAGEPOIN APPRO'/El) INSTAlLER, IMAGEPOlNl WILL NOT 8:: RESPONSIBLE FOR VIOLATIONS Of TlE SPECIFICATIONS SET FORTH IN THIS DOCUI.tONT. GAS IAETER, SPRINKLER RISER, SHO~N TRANSFOR~ER & ALL UTILITIES AT LOCATIONS SHOWN ON THESE DR .... wl'\GS INTERKlR I/. EXTERIOR ADA COMPLIANT SLOPED SIDEWALK 3SilTURNPIKE ROit.D SOUTHBOROLJGH. t.IA 01Tn PH: (5O&)48Ge800 FX: (SOl) 4BO-a11D 'II"fffl.Bohl..-Engl~.com BOLLARD DETAIL NOT TO SCALE Cl\'lL &: CON6m1lNG ENGlNEl:RS S[IJlVlYO:RlI PRo:r:ECl MANAGt:a& CORPORATE OI=I=~E; • WARRIN,NJ OFf'lca • SOL1T1"BORO\.OH, N\. • ~OWlE. M) • AUWIY,IfI' • TOWISON,M) "EN\'ntONMENTALCONIiTILTANTS : ~1fI' : =~VA u...'IDSCAPE AllCBl'[ECTS : =::~, PA • FORTl..AlL"ER)II,l.E. A. ~'=''::''''''''::=:::''t.~U.:.:.a.·.a: .N.-==--_ .... PRELIMINARY PROJECT No: '11051094 NOT TO BE USED FOR CONSTRUCTION NOT -0 SCALE CONSTRUCTION CHECK DATE CONSTRUCTION CHECK DATE CAO 1.0. D: WOSl D94ss2.dwg PLAN SCAI F: AS SHCWN STREET ADDRESS 868 SUFFIELD STREET TOWN AGAWAM COUNTY HAMPDEN STATE MA NATIONAL STORE NUMBER PLAN DESCRI PTION CONSTRUCTION DETAILS z o (f) Z o [I) ~ 0::: Ii": 52 f:? o z [I) W w ~ y- O W I o o ::2 o o (f) ...J ::; o <Y 0.. 0.. <{ Z ::s 0.. z z ~ 0 ~ i= o (f) :::> (f1 0::: W f-0::: [I) o z o 0 <{ 0 ~ o w n:: :::> a l.l.J n:: W 0:: :::> ~ z o ({J STATUS " §1 t;i z o u PRELIMINARY PLAN CHECKED AS-BUILT DRAWN BY: CHECKED BY DATE: SCALE: SHEET NO. z o & o a. z '" 0 o Vi u V1 (f) " ~ ~ z z g CJ o t: '" '" w.. " o '" ~ ~ w a. ~ ~ 6 a. I" w ,. I" 0 'oW W U '" ::0 "" 0 Ul&! z Q. Ow ()~ 0:: W w.. 1D o ~ 0 "' z f- I CJ) N n z o i3 W ~ W w 0::: f-(f) L:I I f-<Y o Z '" f--Vl z o f- Z is o CJ) co (J) (f) W W () '" c::: 0 u.. 0 o « [I) W '" :::> ~ z '-' U) Z '-' [I) I o o o CJ) o N o <{ L o o o ;:: [I) W ~ " w z ;t a DATE BY SJL JAK 05/04(09 AS SHOWN OF 15 i I I S~PPLIED HARDWARE 11 V MOUNTING ANGLE D~'JE THR~ A -1 - TUBE I I .!l[!A!lJ ti, 9~ .. , /.' .";'\ I 9" " : .T01 . ,1'-2" ". t.;J • I \:r ',:I ~j I I J 1'-2"1-I rRONT OF SIGN ANCHOR BOLT PATTERN TIGH"TEN BOLT UNTIL ARr.J SWINGS WITH SIGNIFICANT ErFORT CJ CJ C:::::=: .. i ADJVST~ENT SCREWS IF BAR BINDS BEF"QR[ STOPPING IN THE STRAIGHT POSITION, LOOSCN THE ADJuSTMENT SCREWS MID SliDE LONG END OF BAR OUT. USE A PENI<lY AS A SPACER, , . 1 • 0 AQJUSTMENT pETA~ (TOP REAR VIEW) * PAINT ALl.. STEEL BE.LOW GRADE -........ WITH 81TUMASTIC COATING AND '-.... FILL EXGAVo',nON AREA ABD\It: CONCRETE WITH GRANULAR MATERW. (SAND, GRAVEL) r NON-SHRINK / GROUT \ I 0 if SWING TENSION BOLT \.., " ...• nNISHEO GR.N)E CEUII 8 ADJUSTMENT SCREWS ADJUSTMENT PU4lL (REAR VIEW) INSUII AligN INSTRIICTlONS. 1. UNCRATE AND INSPECT SIGN. NOTFY IMAGEPOINT Of IWY DAtMGE, 2. USE SITE FlAN TO ES'TABUSH POsrriON OF SIGN (iF AVAlLABLE). 3, EXCAV .... TE FOUNDATION AND POSITION (4) ANCHOR BOLTS AND BRACE TO PREVENT MOV[ME:NT THEN POUR CONCRCTE. ALLOW CONCRETE TO CURE FOR 7 DAYS. 1. Uti ::'lvN INI O 1-'t..Al;t. UN ANU"lUIt !:lUL l ;) IONU "'lAIU;)1 ru,. lEVEl. AND PLUMB USING LE'VEUNG NUTS. TIGHTEN AU NUTS. 5 INSTALL DRIVE THRU BAR. SUDE TUBE OVER ANGLE AND BOLT TOGETH ER (SEE DETAIL A) 6. ADJUSTUENT MAY BE NEEDED TO INSURE THE DRIVE THRU BAR SWINGS PROPERLY. (SEE ftDJUSTNENT DETAIl FOR EXPLANATION) 7. REMOVE EYEBOLT AND REPLACE WITH SUPPLIED HOLE PlUG 8. USE NON-SHRINK GROUT TO FILL IN GAP AT LEVELING NUTS 9. CLEAN SIGN AND DISCARD INSTAUATlON DE8RIS ACCORDINGLV. TOUCH UP SCRATCHES WITH SUPPLIED PAlNT = 1. THIS IS A Q)QG[Sl'Erl NSTo'U. fiROCEOuRE, I..OC'.L AECUlREMDII'S lolA" EKCE£O THl5 O~SiCN, THE CCMItACTOR Ii RESPONSItL[ TO VEWY lHlS PLAtI. Z. ILWt SiC)(S OF fXC\ ..... TlON ItOUOi1 TO KCI" rOOt«:lolllOH 10 CXc-lIOH. RE"'lYI: NJ,. I.OOS.!: OIR'T ..... D o(eAIS. .). 1HE SOL 8P.RING CN'ItCITY AT TH( Ua:nOH :5Il'[ KIST liE t;ONSlDtREO WHE~ C91QNI~ THE FOUNPllnON. THE SIGN WIHOf".lCf\.lltf:R E! NOT I\IIL£ 10 P~RNN£ THE SPECIfIC ~OS Of 0001 L.OC\1lON. COHSU..J A L.Oe4t. OfGIWUR fOt OCSIGH SPECIF"lCATIONS. -If INSTAlLATION IS PERFORMED B'I' ANYONE OTHER THAN AN IMAGEPOINT APPROVED INSTALLER, IMAGEPOINT WILL NOT BE RESPONSIBlE fOR fJ.J.iY VlOLAnQNS OF THE SPECIF'lCATIDNS SET FORTH IN THIS DOCUMENT. 12'-l~ , , w:~:~ o , o , , , o , o , , , , , , , , , 1-_-+:-+:_-1; DETAIL 6 , 0 00 ~j Loo" ~ ~G~E 6I-r'~ t L I ,::. ,.1'" (4) 1-1/4" GAlV. [.' 'JI "-ANCHOR BOLTS ---..:..:-~ PN: 11 -27-065-9063 --I ."-0" l. GATEWAY CLEARANCE BAR & FOUNDATION DETAIL N01 TO SCALE (NOTE: FOUNDATION DESIGN TO BE PRO\IIDED BY CONTRACTOR. CONTRACTOR SHALL OBTAIN FiNAl SPECIFICATIONS FROM SIGN VENDOR) INSTALLATION INSTRUCJIONS' 1. lmCRATE AND INSPECT SIGN. NOTIFY IMAGE POINT or ANY DAMAGE. 2. USE SITE PLAN TO ESTABLISH POSITION or SIGN (IF AVAILABLE). 3. EXCAVATE: FOUNDATION AND POSITION (4) ANCHOR BOLTS AND BRACE TO PREVENT MOVEMENT THEN POUR CONCRETE. AlLOW CONCRETE TO C~E FOR 7 DAYS, 4. un VERTICAL COLUMN ASSEL4BL Y INTO PlACE ON ANCHOR BOlTS AND ADJUST FOR LEVEL AND PlUMB. TIGHTEN NUTS. REMOVE LiniNG ANGLE. 5. PULL WIRES FOR ORDER CONFORIAATION UNIT (INSTALLED BY OTHERS) AND PULL WIRE FOR CANOPY UGHT FIXTURE UP THRU COLUMN. 5. INSTALL ~OROER HERE" BAR. SUD( ruSE OVER ANGLE ANO 80LT TOGETHm (SEE DETAIL) 7. ADJI.ISTMENTIAAY BE \EEOE O TC INSURE THE DRiVE THRU SAR SWI"GS PROPER .. y, (SEE ADJU ST~EN¥ D=rA I FOR ExP!.ANAilO N) & UFT CANOPY A5S(MBLY INTO PlACE AND SECURE WITH SUPPUED BOLlS. WIRE CANOPY UGHT FIXTURE WHILE LOWER!NG ClNOP'f, REMOVE LIFTING ANGLES. 9. USE NON··SHRINK GROUT TO fiLL IN G.AP AT LEVELING NUTS TIGHTEN BOLT UNTIL MIlA SWINGS WITH SlGNlFICANT ErrORT ADJUSTMENT SCR~ IF BAR BINOS BITOR[ STOPPING IN THE STAAGHT Posm()N. LOOSEN THE ./IrOJUSTMENT SCREWS AND SLIDE LONG END OF' BAR OUT. USE A PENNY AS A SPACER, t, ... ... 10. a.EAN SIGN AND DISCARD INSTALLATION DEBRIS ACCORDINGLY, TOUCH UP SCRATCHES WITH SUPPU£D PAJNl £UCTRfCAb SP;CSj ADJU$TM&Nl orIA!! 1. CANOPY LIGHT DRA.WS .9 AMPS AND REQ'S (1) 20 AMP CIRCUIT. 1201../AC = 2. ~PS: (2) ,c'48T12/C'N/HO 3. DAllAST: (I) ~AGNA.TEK 256-248 1. THIS IS A SUGGESTED INSTAll PROCEDURE. LOCAl REQUIRE).1ENTS fJAY EXCEED THIS DESIGN. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THIS PLAN. 2. lEAl/[ SIDES OF £)(CAVATlON ROUGH TO KEY FOUNOATION TO EXCAVATION. REMOV€ ALL LOOSE OIRT ANI) DEBRIS. J. fHE SOIL BEARING CAPACITY AT THE ERECTION SITE MUST BE CONSIDERED WHEN DESIGNING THE roUNDATION. THE SIGN ~ANUFACTURER IS NOT ABLE TO PRE-OETER~INE THE SPECIFIC NEEDS or EACH LOCATION, CONSULT A LOCAl ENGtIIEER FOR DESIGN SPECIFICATIONS SPUJ(&R tNSU,IIADON INSTRUCTIONS' 1. OPEN BonOM ACt.( PANEL TO ACCESS l.OWER SPEAKER SHELF. 2. REMOVE AC~ PANEL AT TOP SPEAKER LOCATION TO ACCESS SHELF. l . INSTALL SPEAKERS PER SP~ER MANUfACTURES RECOMMENDATIONS. ADJUSlMENT SCREWS (TOP REAR VIEW) I AQ,IU$JUENT POAIL (REAR VtfW) - I:·' "'I i',·':' " :", 1':\\Ij NON-SHRINK GROUT r--9'-0 '/B" ---II t-I --a'-a" ----<I : ===;~;:::¥:.J 1 1/2 .... '-:, -r-"" ..... j , ...... ":.__ _J MOUNTING ANGLE I ql I 1/8"_, -2'-6' +- O£T4t1 • ljRQUT 14'-9 7/8" 'I \ TUBE MOUNn," DEl"L./" V ORDER HERE TUBE~ '-,;;--9'-2 11/16" I flIft[ Iff!! IIWIIQ amll , .' ~,}.,". I . ...-;-r V1 : , .?I~ 1 1 w.. ; Q.' )1' 16-* i='AINT ALL STEEL BELOW GRADE """""" !,:.~: ':"." :,i ANCHOR BOLT PAmaN FRONT Of SIGN i:? ','. WITH BllUWSnc COATING AND '[';' .; ,. ".' flU EXCAvAnON AREA ABOVE 6' -O~ . ;' .. :. } j, .... ~, "t,· CONCRETE WITH GRANULAR MATERIAl L ::.(.: .. ,::1.: I 1: -'5:' (SAND, CRAVEL) .:' ...... :',i -I . ~>~j --I .,' -0" l. (4) ,-GALV. ANCHOR BOLTS PN: 11-27-0M-90e2 CUSTOMER ORDER DISPLAY DETAIL NOT TO SCALE (NOTE: FOUNDATION DESIGN TO BE PROVIDED BY CONTRACTOR. CONTRACTOR SHAll OBTAIN fiNAL SPECifiCATIONS FROM SIGN VENDOR) f--I • 1:1 • FINISH NOTE: RADIUS COURSE 6" 7" MIN. MIN.- CURB SHALL CONSIST OF 4,000 PSi PJR ENTRAINED CONCRETE, EXPOSED EOGES TO HAVE RUBBED FlNISH AND SURFACE SHALL BE TREATED WITH A CONCRETE PEN ETRANT/SEAl£R. THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR AND FINISH. CURBS, CURB CORNERS OR EDGING SH ALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF lWENTY FEET (20') ON CENTER USINC PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 1/2 INCH. PRECAST CONCRETE CURB DETAIL NOT TO SCALE FULL HEIGHT OF CU R".B ____ + ____ ::4' ____ _ . .- CURB TRAN SITION 2" .'ACE TO FUll. HEIGHT OF CURB I /'" RADIUS • ~ , '" exPANSION JOINT 4,000 PSt AIR ENTRAINED - CONe. (BROOM FINISH) 6·x6'xW2.9x2.9 WWF - COMPACTeD SU8GRADf -FINISHED GRADES 1/8"-r-I; 1/8" RADIUS CONTROL JOINT ENO SECTION TYPICAL CONCRETE .SJDEWALK DETAIL NOTES: TO BE ,usto FOR BUILDING SURROUND AND OTHER CONCRETE WALKS. USE CHAIRS TO SUPPORT ReiNFORCING STEfl DURING POUR. VARIES SEE PLAN ,. SEE SITE PlAN FOR WIDTH AND GRADES 2. PROvlDf MINIMUM I/B/FT. CROSS-SLOPE J. PROVIDE CONTROL JOINTS 5'-0" a.c. MIN. 4. PROVIDE: EXPANSION JOINTS 20'-O~ O.C. MIN. 'REO ' DRIVE IHRlJ STANDARDS' NOT TO SCALE 1) USE OF A GATEWAY SIGN IS A RED STANDARD. IT SHOULD (TYP.) , '" rop ororj: CURB 11_12" DETAIL B V .... RI'O'8LE WIlIH ],0' A + 1 . - \ 1-f!i IWS PLAN VIEY/ "'I . i _"c:..O --.-J , ,""(m.'I L SECTION A-A DEPRESSED CURB DETAIL NOT TC SCALE 6.0" 4,ODO PSI AlR-ENTRI'JNED CONCRETE- (8" AT TRASH ENCLOSURE) 6.0· MHO M1.03.0 TYPE C- GRANULAR SUBBASE ,TACK COAT VCI\TiGl'loL SURFACE UN( or PA\€M(NT RECONSlRUC1)()N -~ SAWCUT ~ !.IILL 1- OF ElO'Sl. PA'I(MENl SECTION, POW(R BROOM, TAct( COAT "E-1M PROPOSrn WEARINC COt.J~SE, '" SlAt. ..aNT ,,; E/AVtSlF£() ASPHAlT PAVEMENT TIE-IN DETAIL l\I()T TO Sc;..LE ,1.5" MHD ClASS I TOP COURSE 1 1.5" MHD CLASS I BINDER r 6.0" MHO M1.030 TYPE C GRANUlAR SUBBASE NEW ~ EXIST. r ~"'I~Tli'oI0 OITUrl!il~OU:) CONCRETE AND BASE ~: ~ ~ ""''' '" "" """ ~m"''''''i'+''''\.'''''\''''''' "\."';"\."'''''\.''7\.''~ "H1 ..... ".,----:--:-;--. ':r~'rl -"-,_. ' .: !i\;"" .' ~ ... ~.w..:.:..! 1 ~::':;.,..: '_~-,-"-,-••• _ -:~": ''''-'-1-1 .... i'.'--",,::tt..",\-'_" "_ ..• -'-.•• _'..:....~_ •• I "-MATCH EXISTING GRADE r-SAWCLfI CONCRETE & BITUMINOUS CONCRETE PAVING DETAIL . 0",,' COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALlAnON DF NEW PAVEMENT NOT TO SCALE NOTE: FINAl... PAVDJENT SPECifICATIONS TO BF r.nORDINATEO WITH GEOTECHNICAl REPORT RECOMMENDATIONS. McDONAlD'S ENGINEER RESERVES TH E RIGHT TO REQUEST A COMPACTlO"-l TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIfiCATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE, G.G. WILL BE CHARGED. , \ (!) Z Z o 0 ti: (!) a:: ~ ~ U z a:: t3 ~ ~ o ::;; 8 o I U U Z Z ~ 0 8 i= u (!) => (f) a:: w t-a:: (!) o z o 0 « u . '. • .' •. :.'=. ~:-:~ . ,. ,. !~~.":".~. ·'~, .. ·4 .. .; ;, . ..... ','. ' .. , II ,-2" PAVEMENT ---....L SU RFACE BE LOCATED AT THE DRIVE THRU ENTRANCE BASED ON FIELD CONDITIONS. THE FOOTINC IS 18"-24" FROM THE FACE OF THE CURB. ~ V 42,7' ~~--~--:-31-"2'----~ o 0{) ... .. ,.,-' ..... ; \ . . . .. ;. .'," .' '. .'~ .. TRANSITION CURB DETAIL I NOT TO SCALE 2) ORNE THRU STRIPING SHOULD START AT THE BEGINNING OF THE DRIVE THRU LANE. 3) USE OF A PRE-SELL BOARD IS 'YELLOW', BUT ITS LOCATION IS ·RED·. AND I.AUST BE .30' FROM THE C.O.D .• AND THE EDGE Of THE BOARD SHOULD BE 18u-24 ~ FROM lH E FACE OF THE CURB (12" MIN.). 4-) USE AND LOCATION OF C.O.D. CANOPIES IS ·RED·. THE FACE OF THE C.O.D. SHOULD BE 17" FROM THE FACE Of CURB. S) THE CENTER OF" THE PRIMARY MENU SOARD IS TO BE 10' FROM THE CENTER OF Tf-IE C.O,D. FOUNDATION. THE ANGLE OF THE PRl~ARY MENV BOARD SHOULD BE 40'-50', AND THE ANCLE OF THE SECONDARY SHOULD BE JO'-40', ALLOWING VISIBILITY fRO~ THE fiRST AND SECOND CARS IN UNE AT THE C.O.O, THE MENU BOARD END CfoP SHOULD BE 18"-24-FROM THE FACE OF CURB. 6) THE LENGTH Of THE ISLAND SHOULD BE BETWEEN 3S-FT AND 42-FT. 7) THE WIDTH OF THE DRIVE THROUGH ISLAND SHOULD NOT BE LESS THAN 13-FT AT THE WlDEST POINT. 8) THE CENTER OF THE SECONDARY MENU BCARD FOonNG SHOULD BE 22~ FRO"" THE fACE Of CURB ON THE OUTSIDE OF THE PRIMARY LANE, AND 6-FT fROM THE TIP OF THE ISLAND. 9) THE CENTERLINE OF TH E SECONDARY C.O.O. SHOULD BE "-FT TO 13-n FROM THE TIP Of" THE ISLD.,ND. 10) THE END CAP OF THE SECONDARY MENU BOARD SHOULD BE 18" FRO'" THE FACE OF CURB. 1 I ) THE DISTANCE BETWEEN THE TIP Of" THE ISLAND AND THE CENTER OF THE PRIMARY C.O.D. MUST BE BETWEEN la-IT AND IS-FT. 12) THE DISTANCE FROM THE CENER OF' THE OPENED CASHIER V /' <:'1 ' 'J .. j 1 , -, z W I m N n o w _ CJ 0:: W f-a:: (f) f-Z 0 (f) 0 01 « f-0 W Z N ~ <5 a a:: <: 00::;; Z 0\ <D 0 o (f) W (f) U ~ c;:: 0 "-0 o « ~ w ~ WINDOW TO TH E CENTER OF THE PRIMARY C,O.D. SHOULD BE 60'. 80' OR 100'. D) THE MINIMUM RADIUS ON ALL DRIVER SIDE CURBING IS 20'. ~ ~ ~ L"""---""" r----~-23.3' _ o 0 0 :~: o~o C1VD.." CON8ULTlNG INGlNEERS o NOTE: ANCULAR DIMENSIONS ON MENU ANO PRE-SELL BOARDS ARE MEASIJRED BETWEEN THE REAR BUILDING WAll AND THE PANEL OF THE BOARD. NOTE: THE PLACEMENT Of THE COOs SHOULD BE SUCH THAT IT PREVENTS. OR MINIMIZES, BLOCKING THE CUSTOMER'S VIEW OF THE MENU 30ARD WHILE ORDERING. ., CONSTRUCTION CHECK CORPOAA TE OA"ICE: • WAaUlf.HI ~, .... • !I~"" • eoME.Y) • ... L.I.OtN. NI" • "TOW8OH, 101) • 1'UIOWIIi, uv • ¥JIR.IIMI, VA <=> <=> N . '; F- NOT~ <=> o.n DOUBLE DRIVE-THRU SCALE: 1"-10' LINEAR ~MENSIONS ARE MEASURED PERPENDICULAR ro THE BUILDING FACES SHOWN UNLESS OTHERWISE NOTED. NOTE: Al.L SIGN BOLLARDS ARE TO BE 18ft-24" FROM FACE Of CURB, THIS IS MEAS URED mOM THE CLOSEST POINT ON THE SIGN. DATE ' J ~ 3S2TURNPIKE ROI.O SOlITHI'IOM.OUGH, MAOlm PH: 1""_ FX; 608) 4(Il..OO8O ~.IIoIHo"E~1Dll • ~ WI • WAA:IE~. w-. LAND8C".APE "Jl:CB1J'J.ln : ~~."" • I'OI\TI..A~,I'L CONSTRUCTION CHECK DATE • ~:r.:..~=:r.,."':I\U\r"""WiS.n. .... ---'" PRELIMINARY PROJECT No: NOT TO BE USED FOR CONSTRUCTION WD5109 4 CAD I.D. H: W05 1 094,,2 .dwg ~EER 4 1 ~JO 26177 11 THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL DRIV[-THRU LAYOUTS, A DRIVE-THRU IS FINAL, AND CONSIDERED "RED" 0 ONCE APPROVED, NO CHANGES ARE TO BE MADE AFTER THIS POINT. PLAN SCALE: AS SHOWN STREET ADDRESS 868 SUFFIELD STREET TOWN AGAWAM STATE MA (!) -.J ~ o n- "-"-« 5 "- ~ o w a:: => o w a:: W 0:: ::J ';;( Z o [j; STATUS PRELIMINARY PLAN CHECKED AS BUI LT DRAWN BY: (f) w a:: => ';;( Z o ifj z '-' (f) I o (j DATE Oy SJL /----_.,-------_.- CHECKED BY: JAK ~---------------------------------4_------------~~ COUNTY DATE: 05/04/09 HAMPDEN SCALE AS SHOWN NATIONAL STORE NUMBER PLAN DESCRIPTION CONSTRUCTION DETAILS SHEET NO. @)=~ OF 15 • 24" OIA. HEAVY OUT'! FRAME & COVER C.I., LeBARON OR APPROVED EQUAL, RIM ELEV.(SEE PLAN) FI NGH GRADE (lABEL "DRAIN") ,,' MAX. 1 MORTAR ALL AROUND -'::~¢~2;cS~I~I I~II~1 ~11 ~11~11~lltl ========-~ -"-,, '-I I 1- TWO COURSES OF BRICK MASONRY MINIMUM, FOUR MAXIMUM BED FRAME AND BRICK WORK IN 3/8" MIN. FULL MORTAR BED. PRECAST REINFORCED 6" --\ TH ICK CONCRETE CONE OR FLAT 8" THICK LID (WHERE BURIAL IS SHALLOW). ALUMINUM OR PLASTIC COATED WROUGHT IRON STEPS II 12"0.C BUT'IL RUBBER 5",7",OR • • ,. '. -3" ARI I~~~~~~~~~~~D~~~----~~~ (CONTRACTOR SHll.L S~E) PER I. . SEALANT (TYP.) ~ I PRECAST REINFORCED 2500 PSI CONC. INVERT TO BE POURED WHEN MANHOLE IS COMPLETED l...2 C<.J "Ijj 2. h ,. ~ ~~ CONCRETE RISER SECT.'S NON-SHRINK MORTAR @ PIPE OPENINGS ALL AROUND FLOW NOTE, • 10 ALL STRUCTURES SHALL BE SUITABLE 6" MIN. FOR H-20 LOADING AND SHALL MEET THE REQUIREMENTS OF ASTM C478. TYP P RECAS T CONCRETE STORM DRAIN MANHOLE NOT TO SCALE R5-1 Q"; Cl" Rl-1 'DO NOT ENTER' SIGN 'S TO P' SIGN NOT TO SCALE o "STOP" BAR DETAIL NOT TO SCALE ". 6'-D" , ... NOT TO SCALE 12~. Il~· IA.U.T.C.D. REGULAiMY SIGN 'P4-C6 (MOOIF"ED) Glt::EN It BUJE ON WHITE, REFl.ECTORIZED """" ACCESSlIl..r PlACJ,RD TO BE INSrAl.l.ED WHERE DIRECTED BY SITE PLAN5 AND/OR THE OWNER'S FIELD REPRESENTATIVE 'l __ JL:~~JJ--6".12" "'.U.T.C.D. .L R£GLUTORV SlGW. ,PJ-8C (I.IOOlrIEO) SLUE ON WHITE, REfLECTORIZED / ..... ~ 3 LBS./LF, CAlVANlZED STEEl CHANNEL POST FINISHED GRADE PAVEMENT NOTE: SIGN TO B£. A MIN. OF 2' -0· fF!OM FACE Of OJR8 (sa: SITE PlAN) 'HANDICAP PARKING ONLy' SIGN NOT TO SCALE 2' SQ x 6" THICK CLASS B CONCRETE PAD VALVE BOX TO SUIT VALVE AND DEPTH OF BUR Y TAMP B ACKFILL VALVE BODY WATER SLOPE GATE VALVE NOT TO SCALE 'Y7'''--ADJU ST TOP SECTION TO FINISH GRADE VALVE BOX TO BE ENTIRELY SUPPORTED B Y CONCRETE BLOCKS OR BRICKS TO SUIT. VALVE BOX MUST NO T BEAR ON VALVE OR PIPE . 24"SO HEAVY DUTY FRAME & GRATE C.I" LeBARON OR AP PROVED EOUAL (SEE GRADING & UTlLlT'! SHEET ,-CO NCRETE CURBING OR BIT. CONC . CURBING SEE PLAN FOR LOCATION AND T'!PE FOR RIM ELEVATIONS) FINISH GRADE PRECAST REINFORCED 6" THICK CONCRETE CONE ---{ VARIES OR 8" THI~K FLAT LID (WHERE BURIAL IS SHALLOW). NON-SHRINK 1~==~..r_~-=4~-fco~~M~I~NH MORTAR @ PIPE (OONTIOCTOR OPENINGS ALL SHAll SIZE) AROU ND ~=;;===jIi,..j., -o:rl-t-rS,EE PLAN r DR INY. DUTFLOW PIPE _-f (12" DIA. MAX.) • o . IZ :q.~ ~OQ\) ~ ~~Q 8" CRUSHED STONE ~~~ Jlffi! 1Ii'ii1:!b'TImmlll=:l II II Ell =111: /-', = I-I =1 11=111= L-COMPACTED SUBGRADE MORTAR ;) SIDES TWO COURSES OF BRICK MASONARY MINIMUM, FOUR MAXIMUM, BED FRAME AND BRICK WORK IN 3/8" MIN . FULL ~ORTAR BED. COMPRESSIBLE FILLER (BUT'!L RUBBER) ALL JOINTS llllill " CATCHBASINS 0' TO 8' DEEP SHALL BE SINGLE WALL CONSTRUCTION (6") t.W>IHOLES 8' TO 12' DEEP SHALl BE OOUBl£ WALL CONSTRUCTK)N (12') 2. SEE GRADING AND UTILITY PLAN FOR INVERT AND PIPE INFO. 3, AlL STRUCTURES SHAll BE SUITABlE FOR H-20 LOADING AND SH~LL MEET THE REQUIREMENTS OF ASTM C478, {. USE PRECAST FlAT SLAB TOP FOR SHALlOW INVERT APPUCAnONS S. ALL CATCHBASINS ARE TO HAVE OIL/WATER SEPARATORS INSTALLED WITH 4' SUMP (MIN.) TYP. PRECAST CO NCRETE CATC H BASIN DETAIL NOT TO SCALE IN PAVEMENT IN GRASS 6" LOAM, SEED AND MU~CH l ' -0" x 2" PAVEMENT -----, KEY (INCIDENTAL) OR CRU SHED STONE FOR SLOPES (INCIDENTAL) BIT. CONCRETE PAVEMENT -~:~:~~~~~~~~ IN 3 COURSES TO MEET EXISTING (INCIDENTAL) OR AS SHOWN ON PLANS SUITABLE EXCAVATED MATERIAL (INCIDENTAL) OR GRAVEL BORROW AS DIRECTED (COM PACTED IN 6" LAYERS) GRAVEL BORROW COM PACTED --j---_.::.. ..•.• ==_ IN S" LAYERS (INCIDENTAL ) BEDDING COMPACTED IN 6" LAYERS WITH 1/2" STONE l'~O " <D I , o I U') 0" "'lit>!. (1 '-0" [hi LEDGE) (T yP.) 0.0. + 2' -0" SHAPE BEDDING TO CONFORM TO LOWER 1 D% OF PIPE. PIPE TO BE SUP PORTED FOR THE FULe _ENGTH OF THE BA.RREL, EXC AVATE FOR BELLS (INCIDENTAL) PAY LIM IT P IPE TRENC H DETAIL NOT TO SCALE Hyd r o Con du it DR. BY: N. BALDWIN CK. BY: ll\:--S'lC 450i Precast C(}[wreLe 1~\ormcep Lor D~E: MARCH 20, 200 Stormeeptor'" · 4:'in us Gallou c.. "oil SCALE: N.-.S. ~~~;~ LOCATION: we." \. FRA~E & GR~TE / TOP 0, GRADE i:: GRADE '.DJUSTERS .. 0.8' 0 ;;1 • • 6" .1. 4 HANDLE fOR n PVC PIPE YAR ES REMOVAilL': ~IN. 15" HlC OO"E mD TEE w/4" CN' \ / SlORMCEPfOR \ TRA GUARD i~~SERT -wiTH WN ~~ ,tUr' !Il1 ~ SEE NOfE 2 ~ pvc PIPE II I ounrr ClEANOlJf/VENI rlrr . 1 2' ;.., '", u ~ • t '-\0 P ~" RS,R PPE Lffi ,;",r 4"',O.!TLO / ~ 'l ~~ / '\ \ t--; I I • ~NlET I I c': I 0 "4'" INLET 4 •. ,vUTLET '':: '0 OUTlEr .u f.l ~ DOWN PIPE RISER PIPE "IF)\, ~ ~ j 7 · (REMOVABLE) .S"I) 5" NEEDED \'y, '" . / · ~"'-~~~-'" . /' 8"1 ~~--/ r-~: · c-j -;-. " INSERT DOIJ£ AND TEE HERE ~ (lE[ OPE.1IN:S TO F.<CE SIDE ,",US) ,- SECTION THRU CHAMBER SECTION. JH RU PLAi'L YIEW NOTE, 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. 2. THE OOVER SHOULD BE POSITIONED OVER THE 4". CLEANOUT/VENT PIPE AND THE 4"0 'NLET DO'M'J PIP,. 3. TH E STORMCEPTOR SYSfEM IS PROTECTED BY ONE OR MORE OfF THE FOLLOWING U.S. PATENTS, #4985148, #549833 1, 1572~760, #5753115, #5849 181, '6068765, AND 16371690. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS SOQC LS) STORM WATER QUALITY UNIT STC 450i (OR APPROVED EQUAL BY THE APPLICANT) NOT TO SCALE BOHLER ENGINEERING CONSTRUCTION CHECK DATE ~ TLRtrFlKE ROH) sourH8OROUGH. W. 01m PH: (!!ClA).aoaDl FIt (eOI) 4ICHaD ~.Boh!"'Engl~llOm SOIlVlY0Jt.8 I'llOBC1" M.-\NACDt8 E~AJ.. CONStlLrA.'n'S UNDSCA I'E ARCHn'ECT8 PRELIMINARY NOT TO BE USED FOR CONSTRUCTION PROJECT No: W05' 094 CONSTRUCTKlN CHECK DATE CAD !.D. Hi WDS1094ss2.dwg 10' O~ -I I ;.-.t-I J - ~O ''j' , 0 , j-" '" -rl -,- .. . . . . ,.; -:::-,,~+--, ~""'t t:r<U::>Ht.U ':;iIUNt. ~~ COMPACTED --.~!mIl;tr,liIlmfgm;gm;llJT!llJT!llJT!~I!!iTII!m~--SET LEVEL EXISTING !fi~I ~!1--11 1-'-'111 I 1=111--111-1 11 SUBGRA.DE 'STRUCTURE SHALL BE DESIGNED FOR HS20 -44 LOADING PREC AST GREASE TR AP 2,000 GALLON /HE AVY DUTY NOT TO SCALE FIN ISH GRADE 5'-0" MIN. 1---ADJUSTABLE VALVE BOX '\ ~~i'~~N~1N ,-, \ ~==~~~~====~ 2" TYPE "K" COPPER CURB STOP + ~, "- + "'-PROVIDE 2 cu. FT. OF I SCREENED GRAVEL CORP. STOP SERVICE CONNECTIO N DETAIL NOT TO SCALE FINI ShED GRADE 6" P.V.C SCH. 40 RISER (I) 6" P,V.C. SCH. 40 45' BEND 6" pvC (SDR .\5) 6" P.V.C. (SOR 35) WYE JOSAM SERiES 58480 CAST IRON CLEANOUT WITH PLUG (4." DIAMETER) (SET FLUSH W/GRADE) 12' DVI. x 6" THICK 3000 PSI CONCRETE COLlAR DRESSER COUPUNG CONCRETE CRADLE TERMINAL CLEANOUT DETAIL NOT TO SCALE PLAN SCALE: /\S SHOWN STREET ADDRES S 868 SUFFIELD STREET TOWN AGAWAM C OU NTY HAMPDEN STATE MA NATIONAL STORE NUMBER PLAN DESCRIPTION CONSTRUCTION DETAILS en z z o 0 ~ (f) cr: ~ ~ U z a:: (f] W w :2 ~ o :2 u o w U I U en ...J ~ 0:: 0. 0. « z :'5 0. Z Z ~ 0 o ~ 6 en => en a:: W f-a:: en o Z o 0 « u ~ o W a:: => o w Ct: STATUS PRELlM,NAKY PLAN C HECKED AS-BUILT DRAWN BY: CHECKED BY: DATE: SCALE: SHEET NO. (f] w a:: ~ (5 en z (5 Vi I o U DATE I 01 N n BY SJ L JAK 05/04/09 AS SHOWN @)Cl® OF 15 B ::I: III /.oJ /.oJ ~- /.oJ . Z :::; ::I: ~ S09'I 1 '4 /f::--~~--- /' 1 ?4.83 /- /' ,,-,,-,,- /' / / / / / r I I I ~: ,~ ~ D~IV~ : ~ VM~U I I I i9 I I 14 UllUTIES, METES AND BOUNDS DESCRIPTION McDONALD'S USA, LLC LEASE PARCEL PORTION OF LOT 1, BLOCK 1 TOWN OF AGAWAM THE FOLLOWING CO~PANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM (1 ~888-344-7233) AND REOUESTED TO MARK OUT UNDERGROUND FACiLITIES AFFECTING AND SERVlCING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. SERIAL NUMBER(S), 20062402567 HAMPDEN COUNTY, MASSACHUSETTS BEGINNING AT A POINT IN THE WESTERLY LINE OF SUFFIELD STREET (PUBLIC, 60 FOOT WIDE) SAID POINT BEING SOUTH 09 DEGREES -11 MINUTES -42 SECONDS WEST, A DISTANCE OF 430.47 FEET FRO~ A CONCRETE BOUND AT A POINT OF CURVE HAVING A 30,00 FOOT RADIUS AT THE SOUTHWESTERLY CORNER OF THE INTERSECTION OF SAID SUFFIELD STREET AND SIL VlER STREET, THENCE FROM SAID POINT OF BEGINNING THROUGH THE LANDS OF SOUTHGATE PROPERTIES, LLC AS DESCRIBED IN BOOK 10690 OF DEEDS AT PAGE 177 THE FOu..OWlNG THREE (3) COURSES: 1 , 2. 3, 4. NORTH 80 DEGREES -48 MINUTES -18 SECONDS WEST, A DISTANCE OF 255,00 FEET TO A POIN T, THENCE; SOUTH 09 DEGREES -11 MINUTES -42 SECONDS WEST, A DISTANCE OF 290,00 FEET TO A PQIN T, THENCE; SOUTH 80 DEGREES -48 MINUTES -18 SECONDS EAST, A DISTANCE OF 255,00 FEET TO A POINT ON THE AFOREMENTIONED WESTERLY LINE OF SUFFIELD STREET, THENCE; UTILITY COMPANY VERIZON COMCAST BAY STATE GAS WESTERN MASS ELECTRIC CO TENNESSEE GAS PIPELINE CO ONTARGET LOCATING PHONE NUMBER (781) 849-6311 (603) 695-1457 (413) 781-9200 X2253 (413) 787-9039 (413) 786-5183 (860) 666-7717 SAINT JACgUES I:-V ALONG SAID WESTERLY LINE. NORTH 09 DEGREES -11 MINUTES -42 SECONDS EAST, A DISTANCE OF 290,00 FEET TO THE POINT AND PLACE OF BEGINNING THE CONI.IONWEALTH Cf' ~USEmI REOUlREi NOTlFIC"TlON ~ EXCAVATORS, DEStCNERS, OR Ifi'( PERSON PREPARING TO DISTURS THE EAATH'S 9uRFAoCE "'H'l'WHERt IN THE COWlolONW£,t.J.TH, CONTAINING 73,950 SQUARE FEET OR 1.698 ACRES ----- ','<'''-, -:------f-----I ~ ~ • GO PNNIRJ IIHlTf UIIfS t~- i--------t------- pAJIffE/I IIIHI/f UIIfS MAP 1-8 BLOCK 1 LOT 1 N/F LANDS OF SOUTHGATE PROPERTIES, BK 10690, PG 177 PARCEL 1 10 ./FIIIICK ----!2J ---- X 123.15 X rc 123.45 xC 122.95 ~ wv [Xl GV [Xl --OH- -----'(1- --w-- c __ =~ LLC , • L.S.A C.L COP 6h @ LEGEND EXISTING CONTOUR EXISTING SPOT ELEVATION EXIST. TOP OF CURB ELEVATION EXIST, GUTTER ELEYATION HYDRANT WATER VALVE GAS VALVE OVlERHEAD WIRES APPROX, LOC. UNDERGROUND GAS LINE APPROX, LOC. UNDERGROUND ELEC. & TEUE LINE APPROX, LOC, UNDERGROUND WATER LINE UTILITY POLE UTILITY POLE/LIGHT POLE GUY WIRE GAS METER PAY PHONE SIGN BOLLARD GUIDE RAIL AREA UGHT PAINTED ARROWS LANDSCAPED AREA GUTTER LINE EDGE OF PAVE~ENT PARKING SPACE COUNT flTLE REPORT EXCEPTION CAllCO LN LOCUS MAP ©2004 DeLorme. Street Atlas USA NOTES: 1. 2. 3. 4. 5. 6, 7. 8, LOCUS KNOWN AS LOT 1, BLOCK 1, MAP 1-8, AS SHOWN ON THE TAX ASSESSOR'S MAP OF THE TOWN OF AGAWAM, HA~PDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS, LEASE AREA ~ 73,950 S,F, OR 1,698 AC, LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE, ALL LOCATIONS AND SIZES ARE BASED ON UTILITY MARK-OUTS, ABOVE GROUND STRUCTURES THAT WERE VlSIBLE & ACCESSIBLE IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. AVAILABLE ASBUILT PLANS AND UTILITY MARKDUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. BEFORE ANY EXCAVA TlON IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE PROPER UTILITY COMPANIES, CONTROL POINT ASSOCIATES, INC, DOES NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVlCE OR ABANDONED, THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN n-tE FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON, THIS SURVEY IS PREPARED VHH REFERENCE TO A TITLE REPORT PREPARED BY CHICAGO TITLE INSURANCE COMPANY, KSK FILE NO, 142P-51, WITH AN EFFECTIVE DATE OF 06/30/06, WHERE THE FOLLOWING SURVEY RELATED EXCEPTIONS APPEAR IN SCHEDULE B. SECTION II: ® OROER OF TAKING BY THE TOWN OF AGAWAM FOR HIGHWAY PURPOSES IN BOOK 3451, PAGE 230 -RIGHT OF WAY OF AGAWAM STREET SHOWN, DOES NOT AFFECT LEASE AREA; @ ORDER OF TAKING BY THE TOWN OF AGAWAM FOR HIGHWAY PURPOSES IN BOOK 3508, PAGE 40 -DOES NOT AFFECT LEASE AREA, NOT SHOWN; !i1I WESTERN MASSACHUSETTS ELECTRIC COMPANY AND NEW ENGLAND TELEPHONE AND 1tLEGRAPH COMPANY EASEMENT IN BOOK 3531, PAGE 205 -LOCATION VAGUE, UNABLE PLOT, NOT SHOWN; @ ORDER OF TAKING BY THE TOWN OF AGAWAM FOR HIGHWAY PURPOSES IN BOOK 7014, PAGE 255 -DOES NOT AFFECT LEASE AREA, NOT SHOWN; BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE C (AREAS OF MINIMAL FLOODING,) PER REF, #2, TO ELEVATIONS ARE BASED UPON DATA PROVlDED BY THE ENGINEERING DEPARTMENT OF THE TOWN OF AGAWAM, REFERENCE MON. 123, ELEVATION~ 126.48, THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE, FENCE, PERMANENT ADDITION, ETC. REFERENCES; 1, 2, 3, 4, 5. THE OFFICIAL TAX ASSESSOR'S MAP OF THE TOWN OF AGAWAM, HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS, SHEETS /11-7 & 1-8, MAP ENTITLED "NATIONAL FLOOD INSURANCE PROGRAM, FIRM, FLOOD INSURANCE RATE MAP, TOWN OF AGAWAM, HAMPDEN COUNTY, PANEL 2 OF 2", COMMUNITY-PANEL NUMBER 250133 0002 A, MAP REV1SED, FEBRUARY 1, 1978. MAP ENTITLED "BOUNDARY SURVEY, SOUTHGATE SHOPPING PLAZA, SUFFIELD AND SILVER STREET, AGAWAM, MASSACHUSETTS, FOR GASTOWN INC .• 622 STATE ST., SPFLD. MASS."' PREPARED BY SMITH & WALLEN, DATED: JUNE 1971, FILED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS ON AUGUST 20, 1971 IN PLAN BOOK 129 PAGES 119 & 120. MAP ENTITLED "LAND OWNED BY J.L. ZERRA, SILVlER STREET, AGAWAM-MASS,," PREPARED BY DURKEE, WHITE & TOWNE ENGRS, DATED: SEPT 1952, FILED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS ON APRIL 15, 1960 IN PLAN BOOK 75, PAGES 68 & 69, MAP ENTITLED "MCDONALDS SOUTHGATE PLAZA SUFFiELD SnREET AGAWAM MA PAGE SP-l" PREPARED BY MCDONALoS CORPORATION, DATED: APRIL 28, 1981, LAST REV1SED FEBRUARY 2, 1995. TO: McDONALD'S CORPORATION; CHICAGO TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT WAS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA, AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 8, 9, 10, 11(a) & 13 OF TABLE A THEflWF, FU/laW\I\IT TO THE ACCUflACY :lTANDAflD§ A§ ADOPTED BY AbTA Am) NaPa 1\1\1 IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN, NOT A VAliD ORIGINAL DOCUMENT UNLESS EMBOSSED wtTH RAISED IMPRESSION OR BLUE INK SEAL 9-5-2008 I _ I == == == == == == == == == == == == == == - - - - -=-~-.:::-':::-~ - - - - - -~·RCP_l--l I 8 8 (ASPIW.TROOWAY,I ~ / GREGORY S, GALLAS DAft _~' ==..:::.-=-+=-;w~-~t~=-==-=:-=~ - - ---...-- --- - - - - - - - - - -= -=± == == -- - - - - - - - - - - - - - - - - - _ _ _ ----15 ReP ( • 'foI ----w-----V/-----W-----IV-----..-JI'I~-_ w----~-W '!I' I J-L-\,.,, __ -=--__ -::_~~_='tI-=-_~ :_~_-_ -w~ - -~ - - - - - --_~ __ ::::-:::: = = = = = -~ = = = = = = = = ~ ~~~:::==:~:::::~:8:!~'\~2/~~~~~::::j~~~r~c~~::::::::::::::::::::::~:--:::--:: __ ::I:~:-::-::::~::::Mmr:::UM:F:]~::: /'::j~:~~o~~ru~~:;~~~~~~~~~~--~:::b~~A;pp~~;OX~,:L~OC~,~U:.C~.~~~S~P~£~R~u~mC/N~:.~7==~===\\~~:.~~~~i:--~~~~M~UT~~&~~-~-:-~-~'~';~4~-~-~-~-~W=-~~~~~-:-~~:-;~~-~~:-~~~=-~-=cw=-~-~-::-~-~.=-~-~-==\~~~";'-;;-::-:-~-~w~-~-~~W ~ c--l== AccDlt==~-r~C"/~~~-QWS~"""4'1£4~---€s---o-G ~---':'-<:O"'"_~~C~~~~Ol""G"====~ZOc~.·~·~/ H G o __ c__ G G IINIKOur: REF. 15 (SEE:OIEJ/ G ~N ~!!ir G G =~~ G ~~\:-~~--;; m __ G __ -_-_!i-.l-l',>.--.--.-- ---------~~ __ ~ ____ ~L-~ __________ ~ ______________________________ ~~~~~_______________ . -------0"""-----------al~I-------------OI~I----___ -~lr--•• ~/~~~------Ot'"I-------------OH ~~ I~~ IMSSACHUSETIS PROFESSIONAL LAND SURVEYOR 14076'2 f1(Ul OA IT LLC ALTAI ACSM LAND TITLE SURVEY ('i). McDONALD'S 6-21-2006 USA, fiELD BOO)( NO. I ! ASPHALT fIJU( r T " ----------= 01~1 -------JH-II----'-~.~-----~ II ASPHALTfIJU( II C~~~ OH PLW 868 SUFFIELD STREET 1-__ -1 C on1'2> PORnON OF LOT I, BLOCK 1 A'CO .oaK p~ f TOWN OF AGAWAM N/A L eN 020-0136 HAMPDEN COUNTY, MASSACHUSETTS STREET@ 1969 TOWN LAYOUT) SUFFIELD (PUBLIC -50' WIDE -GRAPHIC SCALE ~~ CONTROL POINT ,0.,. Ass 0 C I ATE S, INC. 1-.. -".-",-,-, -..... ~,. 35 TECHNOWGY DRIVE NEW 6fi1TAI\ CORI'<lfIATE CEltTER WARREN NJ07059 1600 IWIOR ORM, sun< 1~ , ~.PA \8914 908.668'()099 ' 908.668.9595 FAX 215.712,lI8OO _ 215,712,8802 FAX DRAlWt~ M,D.B, HEAOWALL .0 I W,P.H, REVISE PER FIELD uPDATE AND ADDITIONAL TOPOGRAPHY JP. J,D.B. 9-5-08 2 ( IN FEET ) FILE NO. OW(;, NO, APPROVEO: em 1 inch ~ 20 It. REVISE WITH RECEIPT or TITLE W.P.H. J.O,B, 10-16-06 fcNccO-, +-----=O"E'=SC=R"IP::T=,O"'N=O:c:F"-:::RE="V:::,S"'IO"'N=------t-::::DRA=W:-N,--1"CAC:PO:P;O:ROV:C:;:EO::::+-:::OA:;T;;:E-i J.D,8, 6-30-2006 "AU; 1"=20' C06238 1 OF 2 MAP 17 LOT 8 BLOCK I N/F LANDS OF LEONIDAS & CAROL, INC. BK 14472, PG 382 \ 12 •. 92 \ \ \ \ \ \ \ \ - MAP 17 LOT 8 BLOCK 1 N/F LANDS OF LEONIDAS & CAROL, INC, BK 14472, PC 382 SEE SHEET 1 FOR NOTES, REFERENCES AND METES 8c BOUND DESCRIPTIONS GRAPHIC SCALE 20 0 «l 80 ~-~~_I~~~I ( IN FEET) l inch ~ 20 ft. 2 REVISE PER FJELD UPDATE AND I>DDITIONAL TOPOGRAPHY J,P. J,Q,B. 9-5-08 ---"'-- ----123 ---- X 12J.45 x rc 12J.~5 X G 122.95 'IN M GV M --OH- --(;-- LEGEND EXISTING CONTOUR EXISTING SPOT ELEVATION EXIST. TOP OF CURB EL.EVATION EXIST. GUTTER ELEVATION HYDRANT WATER VALVE GAS VALVE OVERHEAD WIRES APPROX. LOC. UNDERGROUND GAS LINE -----E/T- --w-- APPROX. LOC. UNDERGROUND ELEC. & TELE LINE APPROX. LOC. UNDERGROUND WATER LINE [Jl] • UTILITY POLE UTILITY POLE/LIGHT POLE GUY WIRE GAS METER PAY PHONE SIGN BOLLARD GUIDE RAIL [p AREA LIGHT <;= PAINTED ARROWS L.5.A LANDSCAPED AREA G.L. GUTTER LINE Ea.P. EDGE OF PAVEMENT /' /10\ PARKING SPACE COUNT ® TITLE REPORT EXCEPTION TO: McDONALD'S CORPORATION; CHICAGO TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP DR PLAT AND THE SURVEY ON WHICH IT WAS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS", JOINTLY ESTABLISHED AND ADOPTED BY ALTA, AND NSPS IN 2005, AND INCLUDES ITEMS 2, 3, 4, 5, 8, 9, 10, 11(0) & 13 OF TABLE A TH~flWF, PYR§YANT T9 THE ACCURACY 5TANDAflD5 A5 ADOPTED BY ALTII liND N5P5 liN IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT \\HICH IS SPECIFIED THEREIN. NOT A VALID ORIGINAL DOCUMENT UNLESS EM80SSED WITH RAISED IIJPRESSION OR BLUE INK SEAL 9-5-2008 GREGORY S. GALLAS DATI MASSACHUSETTS PRQFH;SIONAL. LAND SURVEYOR *40762 ALTA/ACSM LAND TITLE SURVEY M McDONALD'S USA, LLC PLW 868 SUFFIELD STREET t----t c on<ll~ PORTION OF LOT 1, BLOCK 'IELD .oa, PG. l • TOWN OF AGAWAM N/A l,CI 020-0136 HAMPDEN COUNTY, MASSACHUSETTS FlELn nATE 6-21-2006 AEUJ BQOl( NO. ~~ CONTROL POINT " G.I' ASS 0 C I ATE S, INC. 1-"-.-,,,,-.-, --I ~~ 35 TECHNOLOGY DRIVE NEW BRlTAil CORPORA.1E CENTER WARREN NJ 07059 1600 IIAN()Il ORI\£, SUITE 120 , CtW..F'ONT. PA 18914 908.668.0099 -908.668.9595 FAX 21~.712,9800 _ 215,712.'iaQZ FAX M,O.B, W,P.H, APPRO'ofi): SCALE fiLE: NO. OWG. NO, 2 OF 2 REVISE WITH RECEIPT OF TITLE W,P,H, J,D.B, 10-16-06 "'N"O-, +-----=:D="E=SC"'R:::lp=n=O:::N:.:O::F:'-:::REV=ISC':,O:::N=-----+--::':DRA=W"N'-1--,A::OPO:pR::CO"'v;;oEDo-,+-"--;;-DA;:;T"'E-I J,D.B. 1"=20' 6-30-2006 C06238