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8172_COFFEE PAUSE COMPANY, INC. - SITE PLAN - 1260 SUFFIELD ST. 17 C, q O'Usf- ompar--,Y ) =nc . � te p C) Su s geld Ct. Coffee semce plans expansion � By KEN.ROSS The proposed addition must be benefit to go out and get pictures approved by the Conservation of it(the stream bed)dry,"Kozlos- Staff writer Commission and Planning Board, ki said. AGAWAM—Coffee Pause Sere- according to Dwight L. Scott, an The existing 7,200-square-foot ice hopes to build a 4,650-square- Agawam general contractor hired building on the two acre site was foot addition onto its coffee distri- to build the proposed addition. built in 1965 and has been owned button center on Suffield Street. The proposed addition would by Twelve Sixty Suffield Street But before any work can be not significantly change the Inc. since 1997, according to city done, the Agawam Conservation amount of water drainage pro- records. Commission must approve the duced on the property, according The building serves as Coffee work proposed within 100 feet of a to Dennis A,Tripp,a landscape ar- Pause Service's distribution center wetland. chitect from Hadley who met with for New England,Scott said. The Conservation Commission Conservation Commission mem- Officials at Coffee Pause could discussed the proposed plap dur- bers to discuss the project. not be reached yesterday for com- ing a meeting Thursday;,-The com- Commissioners did not express ment on whether the addition will mission did not vote on the any serious concerns about the create any additional jobs. But proposal. Before. ping so, several proposed addition. But Commis- Scott said the proposed addition commission ttiembers said they sioner Henry A. Kozloski urged "is mainly just for storage." wanted to visit the site located at Tripp to take photogr the Scott hopes to begin work on 1260 Suffield St. The commission stream bed behind the property to the a fall. Once con- will then discuss the project at its prove it is an intermittent stream. struction starts,,it wou next meeting on Sept. 13. "You might want for your own to eight weeks to complete. Town of Agawam i 36 Main Street Agawam, Massachusetts 01001-1.837 `T"el. 41.3-796-0400 Fax 413-786-9927 PLANNING BOARD CD 4 J . October 9, 2001 , Twelve Sixty Suffield,Inc. 1260 Suffield Street Agawam, MA 01001 To Whom It May Concern: At its duly called meeting held on October 4, 2001,the Agawam Planning Board voted to approve the Site Plan entitled"Warehouse Addition - Coffee Pause",prepared by Garrity& Tripp and dated 3/31/01, revised 9-24-01 with the condition that a Special Permit be approved by the Board of Appeals. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Acting Chairman AGAWAM PLANNING BOARD cc: Garrity&Tripp Building Inspector Engineering Town Clerk r File TOWN AGAWAM o . INTEROFFICE f 1.` MEMORANDUM To: Conservation Commission CC. John Stone, D.P.W. Superintendent; File From: Engineering Division Date: September 27, 2001 Subject: Notice of Intent- CC 236 - Coffee Pause Co.,Inc. -. 1260 Suffield Street Per your request. dated September 27, 2001, we have reviewed the revised plan and calculations for the Coffee Pause Building Addition, 1260 Suffield Street, Agawam,MA" prepared by Garrity and Tripp dated 3/31/01 revised 9/24/01 and August 2001 respectively, and we have the following comments: 1- The applicant should note a scale on Exhibit 1 "Locus plan." 2. The applicant should consult the Massachusetts Department of Environmental Protection prior to site construction regarding the contaminated wetland to the north of the site on Town parcel IS 15 owned by Prudent Associates, Inc. 3. If the two down spouts on the west side of the proposed building addition have been located to drain the entire roof area, then the applicant should consider increasing the number of down spouts or increasing the diameter of the two drain pipes so that roof storm runoff is not restricted. 4. A vegetative buffer between the proposed paved area and the water quality swales and forebay is recommended but is not necessary since the 80% Total Suspended Solids removal is achieved. If you have any questions, please contact our division. Sincerely, 1 f Harold Piligian, E.I.T. /Jjames3T. Daley, P.E. '; Civil Engineer I Town Engineer 1, , cc235_02.wpd SEP 2 7 2001 MEMO TO: Engineering Department FROM: Planning Board&Conservation Commission DATE: September 27,2001 SUBJECT: Revised Plan- Coffee Pause - 1260 Suffield Street Please review and comment on the attached revised plan for Coffee Pause. This item is on the Conservation Commission agenda for tonight and the Planning Board will be acting on the plan at their October 4''meeting. Please provide this office with any comments you may have. :pre 413 549 3800 FROM GARRITY AND TRIPP is PHONE NO. : 413 549 3" � Sep. 2e 2001 04:05PM P1 FAX CORRESPONDENCE FROM GARRITY & TRIPP Landscape Architecture/Land Planning Civil Engineering/El nvironinental Services RO. Box 610, Hadley, MA 01036 (413) 549-3800 WilliHrn R. Garrity, L.A. FAX (413) 549-3800 Dennis A. Tripp,RE. TO : DATE : W/O/ FAX : 7a6 - 19q:7 TELE : ._._ MSG 2-_ SIKFTI � 'AL-- .�.. �_- ..- Y...�..�_w. ..._.. FROM : GARRITY AND TRIPP ep PHONE NO. : 413 549 3800 Sep. 20 2001 04:05PM P2 G"RITY & TRIPP Landseape Architectur"and Planning Civil Engineering/Environmental Services P.O. Box 610, Hadley,MAO1035 (413) 549-38W William R. Garrity,L.A. Dennis A. Tripp, P.E. Sept. 20, 2001 Town of Agawam Planning Board c/o Ms. Deborah S. bathos, Dir. Planning and Community Development Town Hall 36 Main Street Agawam, MA 01001 RE : Warehouse Addition -- Coffee Pause Company, Inc. Dear Planning Board Members on behalf of the applicant, Twelve Sixty Suffield, inc., this letter Is to respectfully request a 30 day continuation of the Board's site plan review. The Agawam Z8A today scheduled the special permit hearing for 6:30 pm, Oct 18. If that is a meeting date for the Planning Board perhaps we could meet later that evening to conclude the site plan rev(ew actions. In the interim we will be providing the engineering dept. a roof drain detail they requested and the Conservation Commission two revisions that they requested. Sincerely, William R. Garrity, L.A. Principal cc, Twelve Sixty Suffield, inc. Town Engineer,,lames Daley, P,€. Town of Agawam rLs 36 Main Street Agawam, Massachusetts 01001-1837 Tel.. 413-786-0400 Fax-. 4I3-786-9927 MEMO TO: Building Inspector, Engineering Department, Police Department, Fire Department FROM: Planning Board DATE: August 15,2001 SUBJECT: Site Plan - Coffee Pause Company, Inc. - 1260 Suffield Street Please review and comment on the attached Site Plan for Coffee Pause Company, Inc., 1260 Suffield Street, prior to the Board's September 6' meeting. Thank you. DSD/jsg Attachment L} � Q C L < 4 gn � r < f� L L t C-D c7 [V t TOWN OF AGAwAm MEMORAND M U 4 • p M� To: Planning Board CC: File From: Engineering Date: September 6, 2001 Subject: Coffee Pause Company, Inc. - 1260 Suffield St. - Site Plan - SP 384 Per your request dated August 15, 2001 we have reviewed the site plan entitled, "Warehouse Addition- Coffee Pause; Prepared For: Coffee pause Corporation, Agawam, MA; Prepared By: Garrity & Tripp, P.O. Box 610, Hadley, MA 0 103 5; Revised Date: 8/14/01," and we have the following comments: 1. Extend existing topography contours further into adjacent lands. 2. Add finish floor elevations for house numbers 1274 and 1278 Suffield. Street on sheet 1 of 3 3. Details for erosion control measures are needed. 4. Erosion control note#2 on sheet 2 of 3 is incomplete. 5. Storm drain trench details are needed. 6. If curbing is proposed along the northerly and southerly edges of the new bituminous concrete then a detail of the curbing must be added. 7. The two new roof drain down spouts at the rear of the addition should have clean outs near where they enter the ground and the new HDPE drain pipes connected to them should show the pitch of the drains to the detention pond. 8. The above mentioned drains have +/- 3 feet of cover and may be subject to freezing in the winter. 9. More spot elevations would be helpful around the proposed addition to determine if the addition's finish floor is below proposed exterior grades and subject to possible flooding from storm waters. 10. Show proposed parking stalls on sheet 2 of 3. 11. The following notes should be added to the plans: 1. "Prior to any installation of any sewer, water, or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No pipinglappurtenances will be installed or backfilled without the permission of the division." 2. "All plantings must be maintained and that portion of the public way abutting the parcel and including the tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." A memo from Engineering was sent to the Conservation Committee on August 24, 2001. In it were a number of requested changes relative to site work for the Coffee Pause Co. We anticipate receiving revised site plans. At such time we will take the appropriate measures to review these newest plans and send additional comments (if required) to Planning. Sincerely, /2ames T. Daley, P.E. Rick S. Seidnitzer Town Engineer Civil Engineer 1 SAsiteplan15p38 4_01.wpd r GARRITY & TRIPP Landscape ArchiteAR#Land Planning Civil Enginee4gJEnvironmental Services P.O. Box 610, Hadley,MA 01035 (413) 549-3800 William R.Garrity, L.A. Dennis A.Tripp,P.E. Sept. 5, 2001 Ms. Deborah S. Dachos, Dir. Planning and Community Development Town Hall 36 Main Street Agawam, MA 01001 RE : Warehouse Addition - Coffee Pause Company, Inc. Dear Ms. Dachos: Thank you for providing the site plan review comments dated 8/15/01. Enclosed please find three sets of revised plans addressing those comments. One set is "highlighted" for ease of review. No additional utilities are planned, except that the existing overhead electrical service to existing security lighting in the rear of the building will be re-routed to make room for the addition as shown on the Plans. Sincerely, William R. Garrity, L.A. Encls. cc: Town Engineer, with revised Drainage Report AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: August 15, 2001 DATE RECEIVED: August 15, 2001 DISTRIBUTION DATE: August 15, 2001 PLANNING BOARD MEETING DATE: September 6, 2001 APPLICANT INFORMATION 1. Name of Business: Coffee pause Company, Inc. Address: 1260 Suffield Street, Agawam, MA 01001 2. Owner: Twelve Sixty Suffield, Inc. Address: 1260 Suffield Street, Agawam, MA 01001 Telephone: (413) 786-8600 Pax: 3. Engineer: Garrity &Tripp Address: P.O. Box 610, Hadley, MA Telephone: (413) 549-3800 Fax: PLAN REVIEW Scale: V = 20' Date: July 25, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address should be shown. Description of Project: Proposed construction of a 4400 sq.ft, addition to an existing industrial building. Site Plan Review Page 2 Description of Site: Addition is proposed for the rear of the building. Some of the area is presently paved. The remainder is vegetated and within eighty feet or closer of a wetland boundary. Applicant has filed a Notice of Intent with the Conservation Commission. Provision for Traffic Flow: Existing site conditions should have been shown on the plan. There are two (2) curbcuts on to Suffield Street. The width and radii should be shown. Parking: The existing and proposed parking spaces should be shown on the plan. Drainage: Must be approved by the DPW. Public Utilities: If new utility line are proposed, they must be shown on the plan. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "Ali plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Not shown. Exterior Lighting: All lighting shall be shield so as not to shine into adjacent properties. Rendering or Elevations: Must be provided with colors and textures noted. Dumpster Location: Dumpster must be fenced and screened. Height and type of fence must be shown on the plan. Other Comments or Concerns: MEMO . aas 3 a zaa� To: Planning Board From: Sergeant Donald Gallerani 5 � Subject: Site Plan- Coffee Pause Company, Inc. - 1260 Suffield SWIP Date: August 29, 2001 The site plan for Coffee Pause to construct a 4,400 square foot storage addition will have no impact on pedestrian or traffic safety . However, the application states that this storage addition will have truck access. What type of trucks? Their smaller style delivery trucks or tractor trailer trucks making deliveries? If it is their small style delivery trucks, I do not see any problems. However, if they are tractor trailer units, is there enough room for them to pull in and turn around or will they be backing in from Suffield St. If they are backing in from Suffield St., this could cause traffic congestion and have an impact on traffic safety. Town of Agawam 36 Main Street Agawam, Massachusetts 0101-1837 N Tel.. 41.3-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Department, Police Department;" �+ FROM: Planning Board DATE: August 15,2001 SUBJECT: Site Plan- Coffee Pause Company, Inc. - 1260 Suffield Street Please review and comment on the attached Site Plan for Coffee Pause Company,Inc., 1260 Suffield Street, prior to the Board's September 6' meeting. Thank you. DSDljsg Attachment AGAWAM :FARE MTM" VAS. J T_. CL .6r� ,1 -v\� f � •of •� $�. fyp ./� a f.._^-�= 'S+ . t Si f Uth St t W ub and Co . . a° IA 7 OUTH •sr r�' 0 mow. .. N - . 0 w2 Locus No Scale 0 .. .01 I 9L AQAWAM FW DOARIMM W a aO DAn L d h 1 00y IOOZ Of ron of Agawam 36 :Main :Strieet Agawam, Massae�tusetts 01001-1837 �r -� rel. 413-786-0400 Fax: 413-786-9927 MEMO TO: Building Inspector, Engineering Department, Police Department, Fire Department FROM: Planning Board DATE: August 15, 2001 SUBJECT: Site Plan- Coffee Pause Company, Inc. - 1260 Suffield Street Please review and comment on the attached Site Plan for Coffee Pause Company, Inc., 1260 Suffield Street, prior to the Board's September 6`h meeting. Thank you. DSDljsg Attachment Mi NO Land�O S: ate5.Gf Agawam. Null"and Rehahsm tim Center `Nvo' : I. Property line information shown is from the Tern of Agawam Assessors Plans based on 19,83 aerial photogramrnetry, and from plans of record and m� n€t tl a res Alt of a survey in Q POO the field by this office. " -,--`"' " ra hm l ti P 2. Partial too o '"` •�..:, ., p p 'c information shown is from o a field survey prepared by Thomas Nilson ; 03 . Associates dated May 11, 2001, and is not.the a result of a held survey by this office. 1Vertmcal datum is Town, of Agawam Bench Mark CO v Is R frrt step hose # 123'S", Suffield St,. ,� H Q cG V levation 116.60. ULCO • cOy-LOCI � wr Own ( x X ---x 011 Oft f , ; _ 1 , l�, »L,.., ° F-x,!S ng Sig -. o p, .. 0 7 �:✓1 j e "! �y , j Litf ' Oh.X 6 -0n X - Landsca Pe Red �� I m mp bra ` ._ Shrubs & F1Qwers r9 2 4 4. ce, red 00 tt e y, f —�`• •'`� 1. im .. '� Q �� <4j it r. """' �, - x e CICC 9 00d 5> L. Q t1S 1 • '' ` _ • . open Meadow- x X 4— u4ft Up % .r•,r"�• { V Imat frport ra r. a. ... �outh St t , , tf► OL j ' `* ,. •.C` f o '- ti.. ubard COex�' . , ,o Q �, �=+.r4: „fir; 1• '`✓• � � ° 59 '`� ;:�' � �'' •, .y. �`�` +� ?11" ., '�i.' " �ra . � ,•wa., to r' � ij "' •t. '.y _ wrwr Cc UL x , V 0 ' h. N Locus '. r• "s 1, it WPM " '0 4.0 N a I cry ,1 7 SEP2001 Ln QTfO � 5r Notes : ` General 1. Property line information shown is from the Town ° of Agawam Assessors Plans based on 1983 aerial 's w� 1 photogrammetry, and from plans of record and is not ��� the result of a survey in the field by this office. 2. Partial topographic information shown is froma field ' 01 i3. Q survey prepared by Thomas Wilson Assn,iates'dated May 11, 2001, and is not the result of a field survey by €i tits;poi this office. �o 3. Vertical datum is Town of Agawam. Bench Mark is"lt.O.C. y first step house# 1235", Suffield Stf. Elevation 116.60. "-1 4-2 Nprth x , �'�. °, _ B-3 o....1 4 This dravwring shall be used soley in connection with this ��,,ii � co project and not for the purpose of making subsequent W extensions or enlargements thereto unless written approval 4. \\\ rn is received from Garrity and Tripp. nQ 6'-0" high,.cedar, solid \ r � � rye � J 5. Prior to any installation of any sewer,water,or drainage lines' •s � „� , fir x screen enclosure with double �t 4Oz the contractor/owner shall contact the Town of Agawam's fienti8 x✓' ^•-,.117 ,� �� hung;heavy duty gate Engineering Division, 786-0400x275/8. No piping/ x z ) 6"Onc, Filled Steel Bolfard, Bituminous Concrete%I9aveto. t � appurtenances will be installed or backfilied without the c G' 'Le; Light to Re n;: Painted Black Sty g r dad Security L permission of the Division. w "'� WOOL � /' ��/� � Site :LavQU -� �1 ,;n E• fisting "Prank x� �_, <u ;i ' � Solid Waste Bin 1. The Contractor shall verify all dimensions arse layout r v Q Goa'` +i xR �^ • J 6"White Birch locations of'all items with the approval of the engineer sneer or x � - � � 3r G +l �t �•K.._ sue•{r � �`i'f � r f! -4 s l�rrd z p � .Q " ' s ` • r "' "` the d k of the works p to beginning ork. p f /� pp {yam '� - 76, 4�f:'Y� xV'Y.�3� k,- `r•, 'Fh l ^rti 5 J' f � er e W for �^� �-- s rw �••. 4rrf r5 ar a +. .qq.. Owf ,4,.: r �; ;a:> F.F. 117.16 L+ 2. All demolition material whether from the building or the.sitecd _01i v shall be disposed of the Contractor off site at his expense Fuck p / 10 in a Iwcensed disposal area. ( l - ` r` { r• ' R •"+.'t, �f^J" \fir, ' 1 s ru • F' . �f 3. Building configuration uration shown.was obtained from ,relirnin 9 9 . P architectural 'ions and must be verified riot to field layout/ / . `.. ' �` 'w .. "h'``'-r-• ' "-SY`` a' -' of the biaiidi (J ferto the final--arcFrltctural fans for the Y :r Corp. Existing Sign 2' :0, � / �.��- �v,. � :�^� Pa:u�� tn /J//`//� ^:r;F:;�.. �,�. ;ti..:._ .�•�00;. ,.,:: .� •�_- •, COff�� � 9 9 .,.�.�., '] q� new building layout, and layout dimensions, - \ - - 64 Buiidir: vi 4. All n avin rt eriMasonry!; 9 ew p g a d a�+ ary surfaces sh`ai[t tie into ecisti-hrubs &'Flowers� r,., .s� •s..c.�� t artdscape Bed, S surfacces with a smooth even c-ri inutius r n b,�4 F nrr :�" �- gx , �,� r� r o t grade and surface. 00 pv _.----- ;,_� j: 8 Ash `� ," , w� _ �QP $? 7 err 4a5;' t 5. All parking lot lines are 4"wide,white reflectorized paint. t r s s .r '�'. . s r O � � "� -:.� ',.�1'r 7V sF� .i,a f•. tJ.p• •ty,; F h I 3 Kam, 3• r ' A•' - " '' ::,.,rr_•:'. ••.... Jr., .. ... _. ar:,_ r. .: .�:.. .,, . �5tr 6. A�tl dimension lines are parallel p,� �;Y�=�, a .-, ,:� .„„• •. ,.Y. � � •, eet Line-Prior to 1969 I cry es p allel or perpendicular to the lines 'Compacted. ° from which they are measured unless indicated otherwise. ytsc.f�,��?,. t,�+ r� ;�h rs r:...fi r r.,`•}��3.+� Gre7,S�.l1f"Area-s -.r -•'r`s, ° '� ••%}rrf. .3 corner of foundation. l r 6. All building ties are to the CU 000 / \ r_i` y rrr J R- a^ t : t �rK , Ffr ; �` Yr ♦\- •�•, r s } « U v C o , -. ..f. ..r:i z,r:• l.�r'•....�.. aN: 'S'w r.r Si.: }..with' S'^}:. y5: J .!Y� !a ♦ { E NeW U 'Y cR%3 n+:r .Y•..a'+. -^+ rYr !t "♦ ��r n r. Bit. Cone. Paveme>tit r. ✓ 4O 1 /y -r .s_ u :. r ..�•..,..::�� ,w...:., ,,...,.<., _. .. <.:r,_ .:��° 1 The Contca ctorshall arrange and schedule with Massachusetts Rf �r • '"��-`� w4-0 ectric Company to remove i -. .' • the existing overlie se r • �r r, 40 T .. s ,.2 .... " :.. ,. �■� site lighting in a area of the the a e proposed addition ri•r:. ..... ,... ...•s... ,e ...�.. ._•.•.. ...,•_: ....,_. -. .»,..,.... ,... r=.. '"'4'y"7 L, - - � 9 p l} to the W r� Y!! {. c� .✓ •. .a. S Y •v-� .n e J-' •w ...-•• ..J_ .y,...r,.::..•r,. ::d.....w J:•-..h � Q start of demolition or ,y� L . . aconstruction. r Yy• - '��T' /'+ 'S. tea. -Y-":-.'x Y.R� 1. •� A Sr 'rn;7:S•';: 2 £ �1� __� � 1�� ✓• V M • .:•�,:-•- . .:; . � _:.:. .=•. �' _ The Contractor shall arrange and schedule with Massachusetts \ \ ..';;:.•: ',` - �:. . _ <' ..:.>. M..., : ..�.:.�.- r � ac13t13etitta .Y .'.W-. "�`.9.GCr.':.:.: aNIM.r �i✓ _. .. �� . .,....}> v...- �. .. .-...... .z._. ........-.y.r:.._.. �. rciduoits l�lantin Tt�'ice f: .,. .. :,..�:,>.:•-•.......t r.• >,,,.}r.....,_v. � Company light rig t Electric to reset site i and�.irtstall 'new site v7� -'.s:,•:.x.:ai.F s-t. '. cr. fo- r .:••. '�' . .-'r -1`5 lighting as shown on the plans within their provisions for +�. �.`� ,,,� =,x � • y R ' y - i• contract site security lighting. 4- 4 000 A f and Ucurity L19ffit to iternain 3. The site security lighting set shall be oriented or shielded to avoid glare to the abutting residential properties. } \J a . - 1 t 3 Record Owner . Land sca a Planting :3 U � Q �f �� ; ��~ Twelve Sixty Suffield, Inc. I- All:nursery stock shall meet the horticultural standards JC O N6 7 f 1260 Suffield Street of the American Association of Nurserymen as to grading �1 /:: ' '$,� r/ / 1 - Agawam, MA 01001 and quality. '' / / 9 Ai=bo�%itae"riigrai" •lilt occide O 713 2. All plants shall conform to the measurements specified in 4 5 lit , balled and burl, d, plar►t ait f o Pe the planting list, except that plants larger than those Lal'tte SUlrna specified trio be used if �/> >*0r1t4 ' am cep#er. P Y approved birthe landscape V architect. .� Town of Agawam Assessor's Map 1-4-2, Parcel 7 Area : 2 acres(by Assessor's records) 3. All plants shall be nursery grown In accordance with good Zoning :industrial B horticultural practices and shall be grown under climatic a ►f conditions similar to those in the project locality for at Re it r o ed least two years. r Min. Lot Area 1 acre 2 acres 43,560 SF 87,120 SF 4. Balled and burlapped plants (B&B) shall be moved with the 110,00111110000 Frontage 100 LF 192 LF root systems as solid units. The balls shall be firmly Front Setback 75 LF 72 LF(pre existing) wrapped with burlapp- Side Yard 25 LF 26 LF 00 Rear Yard 25 L;F 2 S0+ LF 5. Soil tests have not been performed at the site.The � Z Max Allowable Ht 40 Ft 32 Ft landscape contractor is responsible.to perform pre - � o 60; planting tests for soil drainage; if poor drainage 'n conditions exist stop planting operations and notify g the landscape.architect. c Le w 6. Planting soil mix shall consist of seven (7) er p 'of Z 2 0 .r imported loam and one (I) part peat moss , volume. 4.It shall have a PH value of 6.0 to 6.5.'Fo.r spring.planting C add Erie (5) pounds 11-8-4 commercial fertilizer per Existing Wood Frame Storage Building cubic yard of planting soil. . 7. All planting beds, tree and shrub plantings are to receive .a", co a 4" depth of shredded bark mulch. l xisting Bitumtnouus Concrete Pavement a• 8. All tree and shrub plantings are to receive two(2) packets ui r to be ie>san.oetl: or tablets each. .' . 9. All plant material shall be.guaranteed for one full growing -a IEw " 1 ttl iinous � cret Pavemi et Season (one year) after installation. •• .yC p course vritbp Cotire) td ! �, a 0.All disturbed areas belrord the pavement shall be raked, V a l�st�f�d f � 1.2" CoCon ' acted Gr•�u�� &aye• smoothed' fertlized•arid seeded witha seed mix . 0 0 ¢-3 Edge of B�Qr{#et"iti Ve. etated llii'etlalnd # �d approved by the landscape architect. g' Flagged ,a. '� I I.All-plantings must be maintained and that portion of the public by(:h* s Dauchy, nvirorimental Cyr sultana, way abutting the parcel and including the treebelt shall be t,- Ai�h rst, #, Ma 4, 2,QQ ; and field L©CAXed y maintained in a-safe and attractive condition by the owner of the bar Surw�y l thod by Thomas 1�itson, P.L.S., parcel. . May 1 .1 2001. ; 'w 0 0 � of SF r 100 00 o v Notes : A General ,, , 1. Property line information shown is from the Town of Agawam Assessors Plans based on 1983 aerial ► photogrammetry, and from plans of record and is not the result of a survey in the field by this office. 0 . 2. Partial topographic information shown is froma field . -" survey prepared by Thomas Wilson Associates dated so May 11, 2001, and is not the result of a field survey by J . 6-4 \ l�toi^th�, '` a this office. 8-1 3. Vertical datum is Town of Agawam. Bench Mark Is"R.o.C. first step house# 1235",,Suffield St,. Elevation 116.60.Y. i p Q Q co \ 4. This drawing shall be used soley in connection with this O w project and not for the purpose of making subs J 9 subsequent 0e0" x �^�117 „� � � extensions or enlargements thereto unless written approval et 000 �� j Sheet. Flow 'Bituminous Concrete# ren"t is received from Garrity and Tripp. X y So1~s► f � Oatin Well ` 5, Prior to any installation of any sewer,water, or drainage lines, Existing Crane Tower \ the contractor/owner shall contact the Town of Agawam s `a' bra • �/� /, � To Be Removed � � Engineering Division, 786-a400x275/8. No piping/ . " ''~ 1 A appurtenances will be Installed or backfilled without the �- ,� �� �_ � �-�,,,t31� - _ tau• f�►A f U. ` �o Solid Waste Bin v fl permission of the Division. �,,._.......,,,,, ►� ` Ezlsting: Downspout Gf'al i rl ' ntDrainage � ti ,Na+ r t F. 117.i6 - - - -- �a" F.F. 1�177 30. conc. ��/'� 1 1 �� i�`�• .� �, ,.� t / i !� Read. 1li�I"[)aick � ' oo / 1. The location of any underground utilities shown was derived from field sure , � � ey location of existing surface structures, and . _ r * Downspout 1 from plans of record. All locations are approximate only. This tl •r' ! Ce plan does not necessarily indicate all underground utilities within 4-0 the locus.The contractor shall'use all means available to locate eu existing underground utility lines before beginning construction. ertl - �r� �E�E w/ ter; Coffee P�war , # Lp r1 r•.� / I{olPF a o.s o Epp Masonry:Bur Mg L; 2. The contractor shall be responsible for a thorough site examination tt�• f 1W.eqt�14.2 4 +" in order to prepare the site for construction. f' .' '� "y�' ---�. i rfilV• ttJ ith•3 3. DIG SAS€ Prior to starting excavation work on the site, the �.+ f nrr„ �sa.r,r. .r..t ra �`�r s II7•� :# 4 . .- IIx�/ Contractor shall contact DIG - - H P P %! Existing Dotilvnspout' G SAFE, 1- &8"8 - 344- 7233, to have OOOOOOL Pt� �; G Forebay, C°mpa: d_ i all utilities properly marked in the field (three day notification). CL / 9 4'"""�' ktvei-�rwria > a " . ` �--• l l •~ noted on the plan, gravity lines laid at a minimum slope of 0.5% / 114W aLrr Its � F F. 17.3 � Corn. � Sheet 1=1 (1/16" per foot). �- i 11. N 0 Q7 ltd� f13 EIih30 Pad x a. ♦ It7. SIT• ..... � �Ra��f i4� �' A°`•: '0 � Ic Bit Cc�rrc.i�avement (� � J �� is I 'H _ FLAMP ENV.o.S i.• lDownspou It7 j l I �.r f P� © '.. ' D� ��' Y ( „ ; Eros o Control 57 Sl.` �. .� 1 -' - *i - E4`.`r• ��l tt ! ■rr.sa aal.....aa.ra .'asa sr,erY.rri..wiva,[ara aw.ae.t.r ` Clean Out y„ ••••'•••�. � "" t NV. IN 11447 � .���? � �,•.., .. ...�---•-� � �. '"`~----•-" �, „�:. _ ya-.� ;; xrrrrreslrr.� s: r a: >-■IIMr■I■Iwlrr�Illrr■.��." 1. Erosion control measures shall be incorporated in the sequence of K: Water aalx 'Swale _.... --� _..". 9 ,Grass Emergency Sollway, E . 1 1,5.80 �'�.!- �,,+ 0Pt4F construction to prevent sediment laden water from leaving the site. E . d �9 SYlt on Bad r Ter ` '�i� Y; Paved Waterway, ,.�.. ,. + rr�.sv i ,,.+ l 2. Natural vegetation.shall be retained whenever feasible up to the }� Wetland �, - t5 start of V j "►. ;- "r,, art a construction activity. - Z3 ". Resource Areas Not Identified �� .. - - � -r.trZs• �'" Siltation Barriela Re-Constitute Existing Gravel Base and a - on This Portion of ihe.Slte "`� .�-. �'' � �._..-•„r .� .. . , �* �" Re=('aye E�iStin Bituminous Concrete Driveway ;: . •} ✓ Downs out 9 � ,,,.... F .����� �..r ���,,,� .�•-r �P Building Wall � 3. Areas 5ubje¢t to erosion shall be minimized in.terms of time-and area. rCf a .. ��a,..�- -�-t�`�•-•--•� 2 -6 Max.. .":., � ..•,..fir. -�..t9. f r ` F.F. 117,3fl �",,.. �. r•.,,� r s-.fl- 2x4 STAKE 5 O.C. 4. In general,wo&requiring erosion control includes excavations, i Bit. Cont. Pave 117.10 cuts and fills, drainage rough and finish grading, and the O ".. ,J 1 •., STAPLE.THROUC-H NYLON g g 9 g, y l/ tg " 1, 6 Thre ded"Cap` ,: s" eARrN waSy€ . 2 ';' STT stockpiling of earth. - tli] y°la `'' f ' ► +e ; • , .+.: P UPLAND COVER sine OR �Il�Arl ��Tr� O N pE 0. k .tif ti / c. �o {r: :,. . a e , .Q o = FA 5. The Contractor shall chip f d slash cuttingsand stock � � � o Z6 "'7 / �a t� t1� zg s �►° Gravel tackf€ll ©' a-. . ,s.r a-.• .a+ �•_a" all brush an 1pile �; / t�� 1t�• /;af° 45�end, , ; r chippings for future use on unstable disturbed areas during •' �� ohs ancrete• 0 4 °k p:• RESOURCE AREA construction as temporary stabilization mulch. No burning shall be 1 Y gip• Pee! ..� •. -• L = �' "a. 4" allowed on site. .. ty 6" P a`. ExISTLNG GROUND . Hl?l'E Pie p VARE v. r""1 � r. 7: , Q :;• a 4 STAPLE O ' "• �•' ' ' _`+�: :eP. 6. Stripped topsoil shall be stockpiled and protected with poly film, it k 45 `Y'Joint ¢` straw or hay mulch. 4 .:4• d�; 2.W G. ,Be Stone 90,Bend 7. Care shall betaken to minimize the disturbance of topsoil beyond �. the limit"of grading line. 8 Backfill, compact, loam and seed, and mulch trenches within 1 O Downspout Drain Clean - Out days after they are opened. 5 1 A N TA1 . $ 3 No SCALE - 9. All areas disturbed by construction not designated to receive `� 9 o No Scale other materials shall be loamed 6' minimum and seeded with a 0 seed mix and at the application rate as follows: RIP RAP (M2.02.2) Fertilize and seed all permanently Seeded areas at .. SLOPE PROTECTION the rate of 1,000 lbs. Of 10-10-10 or equivalent _Z S.MIN. V.N.O. fertilizer per acre; seed with a mixture of 75% •v FLARED END "Triathalawn"by Turf Seed, Inc. and 25%lilahee �0�-.. #17 O0%, 117.00 . SECTIONc Red Fescue or approved equal at the rate of 6 Lbs. o r lZtp leap CULVERT Per 1,000 sq. ft; p W a 1" Bit. Conc. Top Course`. - Q 3�. 3:1 MIN. SLOPE OR EQUAL To 10.Mulch all seeded areas with,l: tons of hay or straw per acre, fq 2" Bit.. Conc. Base Coursi" CULVERT INVERT/0UTLET SLOPE la. „ �� FLO .._ spread evenly. � � � �� •n � _ 12 Compacted Gravel Base•� ad BErE)E?LNG /� � ui MATERIAL } V/ �wi�� d� CIO „ RIP RAP y- 7 �. For 6 MIN. ON 6" BEDDING do` � en 1" BITUMINOUS CONOR.. TE FINISH COURSE !� j •�: i'' °s' a' a' t�:a' a ' 'a o 'o c ;o :fJJ,. T 2" BITUMINOUS CONCRETE BASE COURSEaftwo r d' NO SCALE r. �' .. .� M ` ! .RipRapp Grassed t=orebay. m i Maiming Height 6-8„ . PAVEMENT D1f�IENSIONS � REFCR 7Q THIS POINT' 1 -Q� o• a'e s d • , r !r?. +' elitiorl liif'n su fl. O' �,. 0 t s . Grassed Del s PAVEMENT ELEVATIQN$ ` Q �• °" ' ' o' .O Mowing Height 6-8" Inv. Ira from Water Quali Swale REFER -ro THIS POINT 9 g tY. BAGKFILL WITH EXCAVATE t 12' COMPACTED GRAVEL BASE, TRENCH IuEATERIAI..COMPACT TO. DI AfN LINE M 4. 2-BINDER COVRSF- • i CO PACTED TO 90°6 MAxIMUM S1TY 0 All SideSlopes are 3:1 Max., sagb MAXIML}M qL=NsITY r -y Mllu. y'r•� UJ 1" TOP t*. ,r: ;± ::� �tl . , Y• W r COURSE 12" COMPACTED GRAVEL. GRANULAR 6" MIN, � C C * . SUBBASE COURSE PEASTONE BEDDING, ction A - A • a G t%1 No Scale Dra'r n Line Trench 4 3 _ No Scale 3 a N. CURB " 3 NO SCALE of j f _ H ism- r: S54 c N/F ...,,.. r A ' ? Land of-Country Estates of Agawam, Nurs€ng and Rehabiitatior€Cuter � , Note5.: ILI A, •,___-_ trtih 1. Property tine information shown is from the Town of Agawam Assessors Plans based on 1 1983 aerial photogrammetry, and from plans y c` of record and is not the result of a survey in C) •' o� , the field by this office. 5 ,.,_�„ 2. Partial topographic information shown is from M o aa field survey prepared by Thomas Wiison >; 00 c f Associates dated May 11 , 2001 , and is not the , --•.M.,.... , result of a field surrey by this office. --•- JIM, v S. 3. Vertical da-mm is Town of Agawam. Bench Marts Is R .C. first step house # 1235 , Suffield St, CT co o , ? Elevation 116.60. c ' 4V tv rV toL Oven MAW �. � APpKo�• � t�etusrl�r f� � : • - If Y'l.f_ -'�" .;, �•'� l - :- `�+r :, r: ::. r. ::....,:ae,-, ter. kj - x--`-"-~-x ;.` o A.13. e �. ✓ / c1:.1 l ' Lam , 2'-O,,X �t � h -o x A-SQL. �J CE?"r La �. . — P 1 S " 1 Cornpairte ` ` r € CB., Struts - u i✓ 1 ! \ Gre ` 8r Fioyy�rS _ � \ •tip . 11► \ rlti F Oudd€ •- .� ` tea,: ..•.,,. rtg. 4'' p " W �� �astreet,Lie`Poor to tab9: • € + i �,,,, ki Ode d �+r f_!- . �3P _ Pa o tie. z ti �,. X Q y x .. .,.. ' / ` It r,+ ., r "A'+ " r. -,. • •r ... (� .r _ C^ SUR n JP. CL open Meadow V O $ 1 i �� s. � •azea� � ., Aso .--.. �� . �,,. s V Ar bk Sites � {] o $outh St �' t z0ev :` . .HubVard Cor{_ex °� ..• 7 r �'�"q■�.,. r;...:.a�,� 0uxF1• •si' C. a.c.- :: � :,wr, o ,'i:.` s - is - ° •l t .w q Ln Locus N , ,S \cw xcl-D s " Itz . ... • -� 0 'C7. aJ } � 3 �7 Of • 1 _`� itiirt►trni o +� VAc '3 n ; 40 es �. `0 40 ��!!1l11J1{I1N11� . B=6 1. Property line information shown is from the Town of Agawam Assessors Plans based on 1983 aerial photogrammetry,and from plus of record and is not -$0 _ ,o the .result of a survey in the field by this office. 2. Partial topographic information shown is frora�ta field North , �, : i3-2 &4 survey prepared by Thomas Wilson A,�� ssociates dated e 1 i3-3 M 11 2001, and is not the result of a field survey by 4 May o .......... this office. C r O rn 3. Vertical datum is Town of Agawam. Bench Mark 15 "RO.C. m first step house# 1235", Suffield St,. Elevation ] 16:fiE3. pip Q 4] 6'=4" high, cedar, solid R �- 00 er n x screed enclosure with dOuble � � � � 4. This drawing r ....€ shall be used soiey in connection with this s 117 ✓ hung head duty;gat project and not for the.purpose of making su.bsegc�ent �` f � t ,_ _ Ret"n 1 6 0onc. Riled Steel Bollard, ions or enlargements Qom leg ll 'acid Security Uoht to .: Bituminous Cor�erete1Pauerr►ent extens unless written approval bO . gemen thereto Arm / Painter#Ruck is received from Garrity and Tripp. cQx �� S X-ice / # i +ipbse ati trr lA il- EY pp, x Vence / 1 �'' ps � Site Layout o .. MCI x t f Solid Wa ste Bin r "" r) 1, The Contractor short verify all dimensions and layout '�c y ,r f Ya �- 1 c Y :. r e ry>, e{ i kp y } rx 1 `•r. S •4 O n u o all items with the R-3� locations f s y �„ 6 White$1F'C11- � approval of the engineer or ;€ ' M. tine clerk of the wo k r s prior to beg' ork. F:F. 117.16 inning w kf1, . . Ln W ,. �,', JR 5. ., . ,.•�y. x r. ,'`fir :Leading hock 2. All demolition material whether rah [� er from the building or the site /yy C shall.be,disposed of actor offs a �� :•Y.• � �, .. � � by the Contractor site at his expense . . in.a licensed disposal area. o \ ��l� � � -•��• �{ y��;5�•.F�j f�-'�: � � � - F � 3. Buitdi / > .t _ r ; , _ •, M ;,•:: f p F nQ configuration shown was obtained front �relirr�ina architectural plans p ry o J{ pans and must be verified prior to field layout y: Coffee PdUSe Ui" ,•. the buil :<,-._: ->_ : Ku•::ef: :r:• f- C din R for nal archi;�► �/ .., .; .., , .5 .� ,�:: �• Existin• Si n. 2 i - g- � to tlxe fi te€tural fans for the J g ►. .-f ,� p 2414 new bull din layout, an .{: •r / ..„ •,.;;• K t g �+ d foundation dimensions. . I •:�ti�_ 1;r. .Y:,.F..,. a KAi• ✓ .S r ;H- ! la 'out Vt s .,. Oor�A � � �.;�,Y�� ., ,s ;, (� E ..�, ,r ': Masonry,;:BuildFng -(} 19it� •r�f::r..� � ) r�sa'. r+„ y,.,.si-v {i.s:'L si5 ; "'.,n/ -ss: •f• - ' � i �. �AII.t��ew;. /f�� r i "'4 Y ->fC11'. li .(.F N •y •.r �-� J 5-f. •:r overl -S �►>� ,/ F r. �• r.. ,v 1.andsra a fed, Shrubs & Flo ►ers s paving and ay urfaces shall tie into existing -r a •,•r -e-i_v f °.r:-. s;r k x ,.3•i •-r l r• f _ p- - g " smooth even continuous grade ace. � surfaces with a ode and surf' p ,,.3 '�� � , ~' ` � ,(„v~e4 •, ..�-�k '_ -s v a f`. ''c,.��•?'' ,i .s _ � ASIt T ' a r r i1 a 1 p 4.5. c}J i i p1 <S= 'S? ;.,; ., ,R , ";>. s , y ;a r a 1, 5. All parking lot lines are 4"wide,white reftecto i `\ •.5�+1 } s `� ',.r flY a`, la,.rr t t s5� , •2 rl: �• fi +Sr' -� dr .��•,'' y:.. .r pint. j P f . ' ,� �, � :L= .> =v� a� <:, Compacted; , O :;.w :� .. 4 ,rt._.=,• +r> , r.=l ,z ,St-reet Line Prior try 196. ,rr g o A�.> xrF ;.'. r.r a; r Gr*el Serulce�rrea: ? :`: 6. All dimension line a \ � : S 's:` �'./:..'�•r l :-4 ,'`:r i ' E: ref.••.r� Y /� s are parallel or�perper•3dicofar to�t#�e�dines d. / \ ' _, J JrT'Gi -� 5•Sf C ♦ ,cam, : r r$• d.' from width they are/ � `h u5 rf� 5 , .,>.N� s r �} � .....,, , eY measured unless'.indicated otherwise. - .. ..... .... .. ... ... -. 1 -""� .,.g..X !K r:r{�Jy��-�•,. f a_5': :<}rs?r3. x;;T y' �5.1 -..:•c':v:•e '' r " �.� flood 72 0 c l:t. : ^r x, i f x } <b 6. All burl U with Se ding ties are t corner New /Pw �Y � •;., :-,-: , .� o the corn of foundation. / � ti � (�y ;, � •� Existing �,�r,` � � •� � y4r � Bit:C€ac. Pavement ■S• :�/�! F ��/\■�/J{ .... V / tl ;ya.l.,.. S. •� f. :• ,• 4 r -'+f� •t .-.S Mf� :�1' i j (//y •Y V ■.�e Ugh �'■'-�Il R �� o � / .ilr o?!r C � �h +NHS T,. µs :f.'yj:5,�. .•` 5� i Cn; ,(.r.h. T i .:1.;;.� �.� ,� - ��:..�� O � J 1-01 - ,, f...a,;., ..• ,. -. ....•.5 .,..-•..- •..tad .a• _ . .:_. .:._». <_.•-.:.x' 3z..,._,f...<,:::•.P,....•a:-•.- ..,...- - -"-._:•:., .. 7.,...•. ...ram;., • + :< .� r ,... .,:.+.s.r•.r.rr•4r ,,•..,.:- -. rv_.- .«.-.s- .. _.'•.. ..+. ..•.ate.: 'c _ _ aaJ} k� r. -.r... r,..>. :.. .... ...-....r... . .Er- ..a .r , .s . � ...::•.-.a,_.•:+_.-,. -,' :... ..s. - LIT E actor shall. ..'-_. ......a... .:..,.:.. r: . ._. .., -..,sir.... : .K s., ._..... ... ...... ... ... .. � e and : .. .,+. .<r.h.{... ._ `.. .. . .:....:... with Massachusetts /�!{ ._ r.ti: ...•5..... . , r.,.. .. w.. .. A .- .. ,. .. r .. .. =:3 /.'- •'N 4-0 �'^ . .� � � The arrange schedule wi .: :. r-.r�r ,: o rem 4 ... ^. . ._ .r . . ... ,.. _. . , _ ,., ...._ .... .. ,. oYe the .. _., ... .. ._.._. ...._ ..._. - .r. . .:... ...•.,... .... ,.. ., A. x _ �.��: the t! :. •r r.n. r 3'k .._ - •.,, ....:• t - ;5�si ad service +� z � p existing overhead for .s PVC r Q! ..... .,..-,r ._, f,,,._.,�..,;.. •�...:.=•..r.,__ ..:: �-:;: .�"'... site lighting - . .. .... ,-... ..., .r. ,x,.,..- ..,.... .. _+.M.,......•:-. ... . .. .. . .. ...... .. :. ,. - .,�` g he area of the . . . ,.... ... "� posed g t o on r'-r to the ....`.••..1.,_...:.,/ni•'....,-..r .•.'r..f--........ i .xis'. sr. .1 r. .t ..k. .,,, ! ,,.::�. .�• $ �• ,, tart of a demoiltion or con- _���: .r v }:'• 7 any construction. >r_ (} "sM{r7 a -a' t? ~ � •1M �•.' S '. } . _T 00 'tom • _ ..... '- cc ,...,.�. ..,......,:..-.,,..:•• •....: ..x:<.r., :,::...-- ' ..•+�'." �;.... •., :- giro[•s' l�e: -'r q . . '47. ` ;.y,:•+..c-<. .,.,..e. ,.>�.„ir..t�..,,:.+._r..,,._•r�,or ♦ ... G.. The Contra cis Piantin�To Re ctor shall arrange and schedule-with P1 ,. Massachusetts Electric Company to reset site lighting and install new site lighting as shown on the plans within their provisions for G 4; contract site security lighting. r A' ,��� I-, .414 I4 i 0trng U/P.a o security Lig tt to Rental r rcf 3. The site security lighting set shall be oriented or shielded to avoid glare to the abutting residential properties. ro erties.• ' /��r /�� � � ref���� � A� tU 00 NAS Al Record Owner : ► . rice -PlantingLA tit 3 a ti Simy Suffield, Inc. I. All nursery stock shall meet the horticuftural standards „ 1260 Suffield Street of the American Association of Nurserymen as Twelve ' Agawam, MA 01 001 N to grading �� 'ArbOritae"ni Fa!'° : 9 (Thuds occiden. and quality tided>and'bilrlapped, plantik . J 2 ,41f plants shall conform to the measurefnerlts specified in ` { ` ott Winter... y Mr c7 :� Ldt7� U5e Sumunary the planting list, except that.plants larger than those specified may be used if approved by the landscape architect. 'a m Tern of Agawam Assessor's-Map 1-4-2, Parcel 7 L Area 2-acres (by Assessor's records) 3. Ali plants shall be nursery grown in accordance with ood � Y horticultural praCtices and shali be grown under clima it Zoning : B a. Ow conditions similar to those in the project locality Re uir , Pro least two years. for at Min. Lot Area 1 acre 2 acres 43,560 SF 87,120 SF 4. Balled and burlapped plants (B&B) shall be mimed with the Frontage 100.LF 192 LF rOot systems Y s as solid units. The balls shall be firmly � Front Setback 75 LF 72 LF(pre-existing) wrapped with burlapp. 1G f` Side Yard 25 LF 26 LF Rear Yard 25 LF 254+ LF 5. Sail tests have not been performed at the site: pre The � z Max Allowable Nt 4�0 Ft 32 Ft landscape contractor is responsible-to perform' - o planting tests for so l drainage; if poor drainage z conditions.exist stop.planting operations and notify Q m the landscape architect. :E OL Legend 6. Planting toll mix shati consist of U 1 seven (7) Potts of Z z o imported loam and one (1) part peat most bit trdotne It shall have a Pli value of 6.0 to 6.5 For spring planting r add We(S:)paunds 11-8-4 commercial fertilize pj Usting loot game Sera a Buildin, 9 y of planting soil. f 9 cubic ard: � v to be Qetnolthed and.r rnvted, o�,- 7. All planting bads, tree andshrub plantings are to receive a 4 depth.of shredded bark mulch. � E Ist ng Bituminous Concrete Pavement ` to be emoWed. .8. All tree and shrub plantings are to receive two(2) packets or tablets each, o 9. All -. ` Nett 3" Brturnn Corete Pauerrtent plant material shall be guaranteed for one full growing .� Season (one year) after installation. r+ op �. • = h,} ( 2'' Besse course wiztt 1"'top Course) to.be , _ lnstalled. Over' a 12" Catnpacted Gravel Use. 1 Q All Aisturbed.areas beyond the pavement shall be raked, m CL -3 smoothed, fertilized and see-died with a seed mix 0 all A-Z ,, E e ol< -Borderin Vegetated Wetland Flagged ed approved by tkie landscape architect. by-ChArles D'auchy, Erwiro►ament-a Cons;ullant, 11.All.Plantings must be Maintained and that portion of public u- ' Attther.sl MA, May 4, 2 01 ; a- d Enid Lpga-ed way abutting the Parcel and including the treebelt shall,be-, � •� «,•+� � , maintained;rn a safe and attractive condition by the owner f the `•n by Survey Methed=-by Thomas Wtlson, P I:..S., x parcel. . May 11, 20- 1 . o im U) of . �'. coo"; ,�:�► \ 1. Property line information shown is from the Town. >> \ Of Agawam Assessors fians based on 1983 aerial North, x , 4 -,. 8 3 p \ photvgrarnmetry:, and from plans of record and is not s p 16 � i „ O„_....... \\ the result of a survey in the field by this office. i '� "-- w-. .,,,.......✓'� "'`�;�► y t400 2. Partial topographic information shown is froma Feld Eno 4 " �► survey prepared by Thomas Wilson Associates•dated u� 00 c C'r3 May 11, 2001, and is notthe result of afield survey by ;� � eloop this office. V Sheet Flotr . altuagnous Concrete# nAent 3. Vertical datum is Town of Agawam. Bench Marie Is "R.O.C. �► 0 CO first step house* 1235", Suffield St,. Elevation 116.60. V-4 t tom' St°i aF' .� + di ►ati wa Well..: 9 / Existin Crane Tower \ APB -� To Be ierrioved�a \ 4. This drawing shall be>used soley in connection with this ;K ... W project and not for the r �- purpose of making ake subsequent Sonr Or ei�arLMe7CtheCgtouilwri ar.tprrvaf twof Lt. �� 5c lid Viaste Biro is received from Garrity and Tripp. .., irxistir q t?ownspout Grad i.`- nd _D `t11 Q . IC. FX. 11a is ,.n F.F. 1.720 /"N ice. i_eadi t3usk {�� :•• i w 1. The location of any underground utilities shown was derived �- from field survey, location of existing surface structures,�-- .., lwwnspout `:.. .r...1 _ l+ 9 and .� p from plans of record.All locations are approximate only. This Ix plan does.not necessarily indicate all underground utilities within // the focus.The contractor shalt use all means available to locate •'s1N-a {,"HOPE Inr/FI..ARc `� existing underground utility lines before beginning construction. ►� ������ der R.' i ' 0 criv. o # CO- Pause Corp.Q, uT vF .� Masonry:Buililing A t 2. The contractor shall,be responsible for a thorough site examination Hpp��0.5 0 in order to prepare the Site for construction. mob I17,°° + tent.act 11.�.2 / .. .. / .� p 1 li !w 3. �14- SF Prior to starting,exc ;ration.work on the site, tiie t�► O � �, 2 1 i 7 Existin Downs out'. Contractor shall contact,DIG -SAFE, 1- 888 - 34.4- 723.3-, to have �'"'� R14 . �, - Cornpac _ all utitities properly marked in ilia field (three day notification). L Forebay. r /!! M 4. Roof downspout.leader.drains shall be 6", 8" PVC, SDR 35, or as Fs���5 0 SDP t7.'� 117. ` �--- --•- 1'1.T noted on the plan, gravity lines laid at a minimum slope of 0.5% t� acll'tt4 F.F. 117.2` Cork. tint. i N pRaM 11 try it�,3a � k Pad sheet �IQartt ,���.,� (1116" per foot). � u �01t.�SKY 114.60 W n 1t7.}L W Sit.Conc.PaveTnent 0 8 L.F .8 H1?f' Q xDp�W��� ��, Downspout tit ` { ECos14n �4ntl"O� .�. INS IN-1150o/ ` A,70 8$ �••�. r # . . _ -.-�•••' jam- " � .. :�:.14 k.. .,r�� rr�_>�: w■wa�. r r rrrrrrr •�i. 1 . l=rasr00 caner©i measures shalt be incorporated!in the sequence of Swale "'� � �, .,.,.• : Water. � ,� cons`trixcton to revent .'� t ♦ � s / � �.,: �rp v � p sediment laden water from. leaving ilia site. 4-0 SEltcr► `Barrier 4ttYaa t J - Paved VVaterwvay l 2 Natural vegetation ,... 0 getation shall be retained whenever feasible up to the Siltation Barrier; Re-Gorrstitute Existing Gravel:8ase;and: - ,,, ,�,,, ,�•�''�'~ 3. Areas subject to erosion shall be minimized 41 . / �f11-1. A a> -.�,.,,,, �.-�- ', r `.**'` �.�,•/ Re-Pave Existing 8itumnvus Concrete'Driveway area. t m zed in terms of time atcl ..r 4. In general,work requiring,erosion control includes excarations, cuts and fills, drainage, rough and finish grading, and the \ .. stockpiling of earth. ,� S ` .. w C7 (N ty QQ 5. The'Contractor shall chip ail brush and stash cuttings and if 0 1�•'� . 1 chippisns for€attire use on unstable disturbed areas during. aoT �;# construction as temporary stabilization mulch. No burning shall be allowed on site. Q� Y ��g f. Stripped`topsoil shall be stockpiled and protected with poly film, s� .0e � straw or hay mulch. U. ON 7. Care shall be taken to minimize the disturbance of topsoil beyond L the limit of grading line.go 14.1 8. Backfill, compact, loaI and seed, and mulch trenches within 10 000000 days after they are opened. 9. All areas disturbed by,construction not-designated to receive other materials shall be loamed 6"minimum and seeded with a seed mix and at the application rate as follows: Fertilize and seed-all permanently seeded areas at the rate of 1;900 Lbs. O€ 10-10-10 or equivalent fertilizer per acre; seed with a mixture of 7556 "TriatFialainii p " by Turf Seed, Inc. and 25%,Iliahee - Red Fescue or approved equal at the rate of L., 6 Lbs: 1.17.,04 1 17 U 1 Per 1,000 sq.ft. y, Rip Rah 1"Bit. Conc. Top Course 10.Mulch all seeded areas with 1 K tons of hay or straw per-acre, �. spread evenly. 2" Bit.. Conc. Base Course 12" Compacted Gravel Qasie l c► Detention Basin Forebayed- tg. ate. _) •�` r 1_ F'� 1•.a «. �J OO .r. JSO c°Q.o' .er -- 3311 � Ripq Grassed Foreb4y,+ fl ., 0 t, Mowing Height 6 8 Grassed Detention lain, o . . v a Mowing Height 6-8" L in, in From Water Quality Swale ct C 'o *All Side Slopes are 2:1 Max. Section A - • o o ` No Scale of u Q ro. . �r et►t --'. �. Easen► -� Gaslva edL ica) ee z -- "— mpaV1Y o --_� i55ie3n ement GQ f-�" y � -•f' has T ransm � �: �--'— erines5ee tyca�led �—'" z x: m .0 ro ;tQ . y Mw ��.- � J �S`�•-��-"�1` �;, 4 1v3 %r prat �ye S,Na1e t`r /�! �'\ //, , � f t•�.`_'%�/ � K ...-�"�- '� �joa Lcfcation Intermittent seas ' .. { 1 , ; // tie ,�_.. • .gees Gado t `1, RR t 11r W/F. 1 , I f 7,41 n . 0 , a Res Re idence 'r....y'�. ` ' """"'~ - -•" ,..... sidence Residence - f E ;.rr{ �1 -- -.•..... , . r) A esn 129.8 LOP 1274 _y t i R sn .1144 ResidLnce Reside y / j 123,4, 12..2 , _.. Suf`fielStreet Route 7`5 (A tat Layout 0 r.7303 - � i•::,.r,. mac" "" .,,r,�.. Residencera. -u O ■►... .""•..• "`.�.,,�,.,..�„ ..., Suf�j,ad Sir eeft Rauto 75 A State l , raYa 1. ..;;,�, � gout) .....::.,,.. ,K, . Residence j Residence ., ;�::.,•_ - � Residence •....,. ,` „�. ...,.. .,. ... � �,�.... x� I 1243� I�3S� �x Residence x k Residence 1227 126S x Residence tandscaAe Center k CL - X I Q u> �" o$- ` l z a `� "t D fit 'O �'•F O _j 'p (10 cl: o ' - '-' ..3���+• ! . e \:` Q t] rNh ro A LV fU esow 0 to �/: ` _• `/' t Iy " 04 !yam aE:" ( .1 Zak � �, •y> ° 1, � LOJ " QC7 z ' C f �' ••"'' � e�n elOf w w�• Cn N l r wRf ".f SV It1�la —�6,.\�' •`•j- �f• `� �� yj-'i _ .5, r•► O . AA rJ CD Existing 'Conditions R _ , �I9,1 'Warehouse Addition -� Coffee Pause GARRITY TRIPS ������cr�r�� and Location Phan Landscape Architectue/Land Planning Civil Engineering/Envimnmentat Services �•. i Design : Checked: 512,3161l A017 TOM -SUMEY DATA Prepared F*r: Coffee Passe Corporation Drawn Sy:GTAFf: Approved : z arnD �x��rSOU �1 ram,• Acts P.O. Box 610, Hadley, MA 01035 =: � ' b Scale: ! --40 0 bate. .;Aga a-m-, MA (413) 549-3800 ��NOsc�►4 0 p 01 000 , RFC . 1�3 Ndl/ll/ -00 00000 Notes : 000 Gem s, o`er. ' i,Fgir�Hsiiitnii► ]. Property line information shown is from the Town $" `� :; of Agawam Assessors Plans based on 1983 aerial •- photogrammetry, and from plans of record and is not the result of a survey in the field by this office. 0. 1 2. Partial to \ pographic information shown is froma field U North g-2 4 \ survey prepared by Thomas Wilson Associates dated °' . o 3 o f \\\\ has 11 offi 001, and is not the result of a field survey by Q s -�-- '" - -- ._ �..��- �, t ✓ O 3. Vertical datum is Town of Agawam Bench Mark is "R.C7.C. Q Y. L. ---� �\ ' first step house# 1235", Suffield St,. Elevation 116.60. � 00 -��n J 4. This drawing shall be used soley in connection with this S c3 ae� 7 ✓ �� project arid not for the purpose of making subsequent U b' BifurOnous Concrete Paver�ient extensions or enlargements thereto unless written x � � ) � approval- � t tQ lte�': is received from Garrity and Tripp. So�t � ig ll�p and"Severity : tY aye 1: i +Aiiruatioxi00 =llVell O d' yC ice -if� r Solid Va ste Bin100.G 1. The Contractor shall verify all dimensions and ' layout o o r ' rs 4*rrs�"f .,s•e " ' r! `3r t° locations Of 11-it •L I --- �• ''.: T ,� • ,, tics v i =, { r a ems,with the o he engineer R{ e approval f t r or ✓ , fZ Q a �,�., �� �„ r"�� �.• 'rst w,� s x Jt; J rt; the clerk of the works prior to beginning work. F.F. 117.16 ' /� (7 /� .: is.`' "'.{a.r , . r•! v 5 J'lf'.'ai7 1 r 2. All demolition 'G I 131' ryr• _ >} xr , f _ lion maternal whether from the building or the '� / <�► ���.../ � t, _ �. ,ti � � ioadir�g Dock � moil orn b . 9 . site shall. be disposed of by the Contractor off site at his expense�-� p r -. - .,. .. .✓ i �,: ff r; Kf ° in a licensed disposal area. \ ' 1 ` ':., J,� _}:r ', r"*;Y,.:,_ '.�.1+'SJi•siR.nS ;`,i (� 7m L _ 3 Building.configuration shown was obtained from relimina rN architectural plans and must be,verified rior to fiel s 5r l :,. t +,,,..7 p d ayout 01 r: i W of the buildin 1 . fen t he P1l� Q Corp. o t fir�ai.architectural pia Co fie ) w J- a ns for the :;�.:, 1_ r•;; .,•y �.• n ,:a::.S s's,'y at�'w f x r-r�.c; - g r on layout i . v. irk ra .w r ,r -f• ai .. , ' _ out .and fouridati r t1 1 QJ new building l ''''• a.�.r �3 �syy`�y r«rs 5 q• : 4 a r f f q... .. 1.,. ` ` 1' r >t{ h vyr , h ¢r x s,✓ z y! ra r,r Masonry BulWin% dimensions. ,: r 4. All r enx w paving and overlay surfaces shaft tie into \ 1 •� C '; y, Mr .r r 1 _ r t e�Clstlt�L, . 1 A surfaces with a smooth even continuous grade and surface. � } � A1,,, ��� � ` �� � �� f� �� Ss� �y(•, s rr s , - Pr t:. �", t s r - 1 �4,� � I d sa' „�,+,'a'r ty} f,,r a> r � �• a. . �� } F• � � V 11 o t �< Jr r < X,r f• s 4.5 . All parking lot lines are 4"wide whiter ed n �. P'. A �1� � fi `a � _ y;=3� ,« :'`hr. . f• 1 efleGtOri2 pal t. .:, ->� ' .r ,Y .r ; r •. Compacted: F Street Line Prior to 1. -: ,; f>.. :.`gib .r, .a=°xy : .. �' 9G9 dimension lines parallel or o ,. i Fzr.�: , f t to 6 All n are p perpendicular to the Hnes. p�� f �r y.s f r� t .Gray@11V�Ce.Ar : r, l f r from which they are measured unless indicated otherwise. i nle 0' _ .. .. c^ 72. 5 {,. -•--� �.�. s r,�t.. , ,;. .:� .:�..,;.,r. ;. , 6. All building ties are to the corner of foundation. - :Li.' _ r;;h s .= „ �h Risk. .e„a. ,y '•r' 'VM �*� 1ood New /P witl�'SeC Y _;� ��.J` �+ +.1 'J y>; = c e T • .¢c s Bit.Conc. Pavement Ll `It'ln o I fir` c " -'°'<r•x R 'x ss _ r- r s ' U .Y ,,.. _:... .; a _ -_ , ..� as . . . ... - ..,...•.....,. ., ..• .. :, t .r. .a. a. ^•.. t9:., ,a. `r_ O � '•:-..r......••. ,.. ,;.y.,.x.z..•.:.,,..�,.;..a,:::.rn:<�.r..•••_•ti:.,.<�;,:.. �:... '"°"'-ter - - .:. - � � :� .. r �. The Contractor ttor shall arrange and schedu le with Massachusetts chusetts +.+ y- Tom= Company ::�:- •:>- to remove the existing w 1 �.• a,a,.. .. ._�,::,:,,:,.::.�••,:,-:. ,::...,,.-.r :.,< overhead service., x : . �- r_ .. _,.. ., Y . . ... .... . :`�.-. .,.. . �� .:.:.. . •: _ :• d f� .... ... . ., .. _. .... ... . . . ... - . .. .. .- . : . : .. , - � car .:..... ., . . . .., .,F._. i. .. _.. .. . ._ . . ..._>. . . . _. .. :. .., . :;ram �. .. . �.••, s' -... ,. .. � .. .. i.. Via. •S -'E4 .._ -..:r ..,.. .. ._... • .. _. .. .... .::...:.. __ , .,_ . ...,_. .r . .... . . . ..... .. - . . .. ._ .. . , . . . the area of ,� i _ .. •• . . ... .,s. . . . . . ., .: . : . . ... .,� • .vv proposed add' site lighting the addition ri. ... ......,.• _. . p p ortt�the T iI1. Yyry .,. •• start Q f a demolition �• ��''� ..,.. oiitiQn r�lE � �l Q CQnfitfliCti0i1. J • K L 'V. J ,G,. d-.. }. ".A:•tr,cam ... s•.., r..F•"'h SS. N +lam The Contractor Shall der: arrange and schedule U „x-• ti k _,.., ., g .. l Oduous Plantin: Massachusetts ._ .: "De•. ..... _ . . :9 To. :. 9 edule with 4-.+ y- �A `� Wiz_ Electric Company to reset site`lighting and install new sits d _"`�'1.,. �." =--• > r '"• r err - --'�_ lighting as shown on the plans within their provisions far q Q r contract site security lighting. r g .;114 Etstl`W P° d- urity L.l �n to Rotuma ' � �:q; \�^--1, 3 -•- -�1 --�, 3. The site security lighting set shall be oriented or shielded to avoid" lare to the abutting residential properties. 0- g 9 `� �1``rr" O--- 11Cor /n �" t Land cape Plantin 4 . • / /' O / Twelve Sixty Suffield, Inc. 1. All nurse stock shall meet the horticultural standards U / /. ry o .a �,� 1260 Suffield Street J of the American Association of Nurserymen as to grading y l A:awam MA 0100] W 9.Arboniitae"iaigr (7 huja-Qccide , g acid quality: S ht based and bgd 4' ' :. L. .» / apped, plant 2. All plants shall conform to the measurements specified in $' ©r1:c rater. Land` ' 5 5 � the planting list..except that plants larger than those specified may be used if approved g !� Y pp by the landscape � architect. Town of Agawam Assessor's Map 1-4-2, Parcel 7CIS Area: 2 acres(by Assessor's records) 3. All plants shall be nurse a nursery grown in accordance with go m Zoning industrial B g ' G� �► g : horticultural practices and small be grown under climatic ri Y conditions similar to those in the project locality for at Required Proposed least two years. Min. Lot Area 1 acre 2 acres 43,560 SF 87,120 SF 4. Balled and burlapped plants (B&B) shall be moved with the Frontage 100 LF 192 LF root systems as solid units.The balls shall be firmly Front Setback 75 LF 72 LF (pre-existing) wrapped with burlapp. X �t Side Yard 25 LF 26 LF Rear Yard 25 LF 250+ LF 5. Soil tests have not been performed at the site.The �.Max Allowable Fit 46 Ft 32 Ft landscape contractor is responsible-to perform pre - itt planting tests for soil drainage; if poor drainage conditions exist stop planting operations and notify the landscape,architect. Legen 6. Planting soil mix shall consist of seven (9) parts of '� Z imported loam and.one(1)part peat moss lit volume. It shall have'a PH:value of 6.0 to 6,S. For spring planting 4 add five(5)pounds 11-9-4 commercial fertilizer per Existing Wood Frame Storage Build tag cubic yard of planting soil. 7. All planting beds,tree and shrub plantings are to receivecz a 4" depth of shredded bark mulch. 4-0 Existing Bituminous Concrete Pavement to lefrlOve 8. All tree and shrub plantings are to receive two(2)packets or tablets each. ( 0 *]Now � 9. All plant material shall be guaranteed for one full growing ' Mevir 3 Bitur>�iuouS Ccret Pavement „ Season(one year) after installation. �^ '� av �. rt:ri< •S�_.: ( 2 Base cQurs with 1> to-O Course') to be 4-+ o Installed Over a 10.All distlrbed areas beyond the Pavement shall be raked a 2 Compacted Graved Bade. smoothed, fertilized and seeded with a seed mix 0 A Q p { .3 approved by the landscape architect. a,Z � Edge of Bordertng Vegetated Wetlandl lagged U_ay by Charles D�auchy, Environmental Consultant, ca J H jai Amherst, MA, lay 4, 2:001; anal ffeid Looted N by Surv-ey Metho t by-Thomas Wilson, .t. :, m May 11 , 2001 . � 3 m ' is o ci of ts 0 10,10 M -140 w * i 10 Mq s, 1 : Q `'"` C�elneral 1 1. Property line information shown is from the Towny lclrtli % l � survey prepared by Thomas Wilson Associates, g„f of Agawam Assessors Plans based on 1983 aerial Q B-3 ,r \ photogrammetry, and from plans of record and Is not the result of a survey in the field by this office. ..- ""''-' •-•..• ✓� �. 2. Partial topographic information shown is froma field E"'" ., ,dated � � 00 May 11, 2001, and is not the result of a field survey by c*� 9this office. r� c ..Bituminous conceits have-lent a w x 1 Sheet .Flow 3. Vertical datum is Town of Agawam. Bench Mark Is R.O.C. Stan t bse�va i rr uVe l first step # 1235", Suffield St,. Elevation 116.60. , ax• x �/ :moo. Existing Crane Tower cfl �� ..•- .,� 00 To Be Removed.., 4. This drawing shall be used soley in connection with this �E � o� project and not for the purpose of making subsequent C rye " extensions or enlargements thereto unless written approval � ( fit. � is received from Garrity and Tripp. ji� .�. } Existing Downspout Gra ding and Pminaae. I conc. P i=.l=. 117:20 01 . 1. The location of any underground utilities shown was derived from field survey, location of existing surface structures and owns 1 Dpout t \N611 3 f f O from plans of record. All locations are approximate only.This plan does not necessarily indicate all underground utilities within / the locus.The contractor shall-use all means available to locate Qu lii7"Swa (, !f PPE WlFi-m� Q fee' Pause Corp. � existing underground utility lines before beginning construction. IENt?, [NV. C�c�T ill: a � i1��SQn1j1::Bulls#rrg � - V3 2. The contractor shall.be responsible for a thorough site examination N. curt.asrt 114.2 in order to prepare the site for construction. � •" '""—��`•` `"-- 4 tNtl• trJ it�•3° t17.4o 00� o . Et7•*0 3. OIG -SSE Prior to startingexcavation work on the site, the r- A ; a �~ Existing Downspout Contractor shall contact DIG- SAFE, 1- 888 - 344 •- 7233, to have 0000� �• �O Forebay. C°mid all utilities properly marked in the field (three day notification). +� ,g O Grve1` Ada- y \ Pa - - '. r i p.5°ro 91 t}x ,�...:�1 .. 4. Roof downspout leader drains shall be 6", 8" PVC, SDR 35, or as noted on the plan, r I N brTt't t4 Cone. p gravity lines laid at a minimum slope of'0.5% 1 �.F. 117.2 10. IN Ftzaµ 1 p �N i tn� t t 3© ` Pad Sheet Flow ro)(t=bAY n4.Go , a A� (1/16" per foot. 8 " /(¢ KDf' WIFL•AP.Ev EMD, Downspou 47.w 117-to Bit.C c.Pavement r` i.F $ HPPi~.�P Q �, E1" 51 n I - �c o Control C„� o �/y Tit ` faaa 5�° GG f � � y� i7`x' ` a,�,ywrw w. aw.aY. ysa=aw+.waa.warra as ear:arsaa.ar...ra.sr.r..IBM. INV. IN t, '\ � safe ,aa'a � �I+t * / s■.�010-M wwr�r r.. lw, 1 , Erosion control measures shall be incorporated in the sequence of �. ..._. - .-.... q Q j ` 3• s Wa�Auaiaty Swale ���...,_�.� s*` ; Ei�-- construction to prevent sediment laden water from leavin t `g he site. O Q 511ta�on: l3arrter }it7am ` Paved Waterway ',^. 2. Natural ve•etation shall be retained whenever feasible up to the •,W 0 • Siltation Barrier Re-Constitute ExistingGravel Base.and loop,01 `��t i r Driveway3. Areas subject to erosion shall be minimized � 4 / SfIW.WAY> �-�-.-.,. �� s r•` / Re-Pave Existing Bituminous Conc ete zed in terms of time and � d ItYY• � � + - �taark• ..,.. rya• �,�,saasss �_��„/. area. 114 r 4. In general,work requiring erosion control includes excavations, a �"� /•�-r ~ r"�r �► �'''� cuts and fills, drainage, rough and finish grading, and the a E Or .J t,,,, , stockpiling of earth. to � � w S. The Contractor shall chip all brush and slash cuttings and stockpile chippings for future use on unstable disturbed areas during construction as,temporary stabilization mulch. No burning shall be / allowed on site. Q ' 2. 6: Stripped topsoil shall be stockpiled and protected with poly film, o straw or hay mulch. i� m 7. Care shall be taken to minimize the disturbance of topsoil beyond a� the limit of grading line. 8. Backfill, compact, loam and seed avid rL , mulch trenches within 10 days after they are opened. 9. All areas disturbed by construction not designated to receive other materials shall be loamed 6" minimum and seeded with a seed mix and at the application rate as follows: 0 Fertilize and seed all permanently seeded areas at the rate of 1000 lbs. Of 10-10-10 or equivalent c fertilizer per acre; seed with a mixture of 75% "Triathaiawn" by Turf Seed, Inc. and 25%Illahee U. +° Red Fescue or approved equal at the rate of 6 Lbs. 117.00 117.00 , Per 1,000 sq. ft. _ Rip Rap a0i � 1" Bit. Conc. Tap Course 10. Mulch all seeded areas with 1 Y2 tons of hay or straw per acre, 2" 81t. Conc. Base Course spread evenly. , 12" Compacted Gravel Base m 01a ` detention Basin ' Forebay 01 /T ►. ��*' , .a.. a -..�.,.� O . . ... 2? F � � vOs4.'O dr.!";,,o� p••od � .;ar o o• •�'d, .- a� Q Q Rip R-aV-' L Grassed Forebay, " U y Mowing.Height 6-8 . Grassed Detention Basin, U a a Mowing Height 6-8'' Inv. In From Water Quali. Swale aO All Side Slopes are 2:1 Max. UJ A Sectidn A - A No Scale of k