The URL can be used to link to this page

8071_SITE PLAN-SCHOOL SPECIALTY ALMGREN DR ADDITION +� �0 }1 51� � p�G�'1 SG� 1 S � Irn ��e� J7rive �� AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: November 18, 1999 DATE RECEIVED: November 16, 1999 DISTRIBUTION DATE: November 17, 1999 PLANNING BOARD MEETING DATE: December 2, 1999 APPLICANT INFORMATION 1. Name of Business: School Specialty Address: 101 Almgren Drive, Agawam, MA 01001 2. Owner: David Kozaczka/School Specialty Address: 101 Almgren Drive, P.O. Box 3004 Agawam, MA 01001 Telephone: (413) 786-9800 3. Engineer: Gerald P. Berson Address: 35 Lee's Lane Longmeadow, MA 01106 Telephone: (413) 567-0793 PLAN REVIEW Scale: 1" = 50' Date: November 1, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 23,868 sq.ft. warehouse addition with four truck docks and associated paving. Site Plan Review Page 2 Description of Site: Addition is proposed to be constructed at the rear of the existing building in an area that is presently in grass. The site of the addition is shown on the originally approved site plan. Provision for Traffic Flow: Unchanged. Parking: Unchanged Drainage: To be approved by Engineering. Public Utilities: Unchanged Landscaping/Screening and Buffers: Unchanged Sign Location: Unchanged Exterior Lighting: New 250w hps wallpack is to be installed at loading docks Rendering or Elevations: Colors and textures should be provided Dumpster Location: Unchanged Other Comments or Concerns: TowN of AGAWAM . o INTEROFFICE MEMORANDUM"`Py To: Dominic Urbinati, Building Inspector CC: File, Planning Board, Conservation Commission FYom: Engineering Date: June 19, 2000 Subject: Final Inspection - SP-264 - School Specialty Addition We have completed a final inspection for the above referenced project and have determined that the work is complete with the exception of the following items: 1. Sod placed in the swale areas appeared to be dried out and possibly dying. Hydroseeding of the remaining grass areas took place on June 15, 2000. 2. There is some silt in the wetlands that should be cleaned out. On June 16, 2000, we. briefly discussed this matter with Henry Kozloski of the Conservation Commission and he said that they were aware of the problem. Please let us know if you have any further questions. Sincerely, nnifer T. Grabowski James T. Daley, P.E. Civil Engineer 11 Town Engineer h:lengineerlsiteplan\sp264_05 C3 • TOWN O*F AGAWAM U INTEROFFICE ED MEMORANDUM To: Planning Board CC: File, MCC From: James T. Daley, P. E. Date: March 16, 2000 Subject: School Specialty Co., Inc. - 101 Almgren Drive - SP-264 Per your request dated March 8, 2000, we have reviewed the site plan entitled, "New Addition for: School Specialty Co., Inc.; 101 Almgren Drive, Agawam, MA; By: The O'Leary Company, Inc. 376 College Highway, Southampton, MA 01073; Scale 1" = 50'; Drawn: . 1111/99; Issued: 317100", and we have no comments at this time. These plans are ready for the Board's signatures. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, `-- ijn(Mr. Daley, Pl.' Michael C. Chase, E.I.T. Town Engineer Civil Engineer I H AengineeAsp1264103.wpd MEMO T0: Engineering Department FROM: Planning Board DATE: March 8, 2000 SUBJECT: Revised Plan- School Specialty - Almgren Drive Please review the attached revised Site Plan for School Specialty to be sure it is ready for the Board's signatures. Thank you. DSD:prk THE O'LEARY COMPANY, INCO 376 College Highway P.O. Box 377 SOUTHAMPTON, MA 01073-0377 (413)527-1360 FM(413)527-2499 To Idw w. No. DATE-3 o b JOB NO.� 9 JOB NAME ec Attention: JOB LOCATION 'rt✓v� RE: Gentlemen: � WE ARE SENDING YOU rHerewith ❑ Under separate cover the following items K Plans ❑ Shop Drawings ❑ Purchase Order ❑ Specifications ❑ Samples ❑ Copy of Letter ❑ Tracings ❑ Catalogue Cuts ❑ ❑ Prints ❑ Change Order ❑ COPIES DATED M0. DESCRIPTION 7 oa f'sSt>e b t�10l T� -j�. C. �4� h THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved a5 5ubmifte 4 Qy ❑ Submit copies for distribution For your use ❑ Approved as noted ��r`4` ❑ Resubmit copies for approval A5 requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ ❑ FORBIDS DUE 19 ❑ PRI14tS'RETURNED AFTER LOAN TO US REMARKS 9(aq -, Tfo 5. COPY TO SIGNED: MEMO To: Planning Board From: Sergeant Donald Galler i s Subject: Site Plan-School Specialty-101 Almgren Drive (addition) Date: December 1, 1999 The construction of a 23,868 square foot warehouse addition to School Specialty, located at 101 Almgren Drive, will have no impact on pedestrian or traffic safety. • Town of Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 Ma`s` Tel. 413-786-0400 L Fax 413-786-9927 - 1 MEMO TO: Building inspector, Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: November 17, 1999 SUKECT: Site Plan - School Specialty - 101 Almgren Drive (addition) Please review and comment on the attached Site Plan for an addition to School Specialty prior to the Board's December 2"d meeting. Thank you. CRC/DSD:prk 1 ACAWANI ,TANNIN ITANNINC BOARD Form D �i Application for Sile flan Approval Vlu.Lyu conil,leac 1110 1*011mving fin-in and i-Own it and 10 copies of the Site Plan to: Agawam Planning Board lflicC ot•'t'lanning and ( mmitunily Development 36 Main Sired Aga%varn, MA 01001 i, r1��iuc crf 13nsiiress School Specialty 101_ Alm ren . ar_iv_e_ 1. Nanic of Applicant/Otvner - David Kozaczka/School SPe_QJ,8,L.Y_ 101 Almgren Drive/P. 0. Box 3004 Ad�ltuss Agawam, MA 01001 1'clel►honc: - -- — ___ 413- 7 8 6- 9 8 0 0 3. hlanmc ol'Eiigincer/Archilect 35 Lee ' s Lane Address Longmeadow, MA 01106 .1. Please give a Nief descriplion of 1he proposed project: Construct a 23 , 868 square foot warehouse addition with four new truck docks and associated paving. k u%% >/14!94 6 1539 .-_._...--- 1 r' Town of Agawam �r -r 36 Main Street Agawam, Massachusetts 01001-1837 y Tel. 413-786-0400 Fax 413-786-9927 December 7, 1999 - F� David Kozaczka �r School Specialty -" 101 Alm ren Drive `^ Agawam, MA 0 100 1 0 Dear Mr. Kozaczka: At its duly called meeting held on December 2, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "New Addition for: School Specialty, 101 Almgren Drive, Agawam, MA prepared by The O'Leary Company and dated November 1, 1999 with the condition that the Engineering comments contained in the memo dated December 2, 1999 and attached be addressed. Please submit three(3) sets of revised plans to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk Engineering Building O'Leary File �s TowN OFAGAWAM INTEROFFICE a� i MEMORANDUM To: Planning Board CC: File, MCC From: James T. Daley, P. E. Date: December 2, 1999 Subject: Site Plan - School Specialty - 101 Almgren Drive (addition) - SP - 264 Per your request dated November 17, 1999, we have reviewed the site plan entitled, "New Addition for: School Specialty Co., Inc.; 101 Almgren Drive, Agawam, MA; By: The O'Leary Company, Inc. 376 College Highway, Southampton, MA 01073; Scale 1" = 50% Date: 11/1/99, and we have the following comments: 1.) The Engineering Division received the Notice of Intent for this site on November 30th, and has not had sufficient time to review it. The storm drain calculations will be reviewed for the December 9'h Conservation Commission meeting. 2.) A standard detail for the relocated hydrant should be added to the plans. 3.) The proposed water line extension should have a minimum cover of 5 feet indicated on the plans. 4.) We will review any questions as to applicability (including the Alum Zinc Alloy Coated roof system) to the storm water management regulations at the time of the Notice of Intent review. If you have any questions, please do not hesitate to contact our division. Sin rely, Sincerely, es T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer I H:lengineerlspU'6410 1.wp 0 e TowN OF AGAWAM o INTEROFFICE y MEMORANDUM OMA . Zb: Planning Board CC: File, MCC From: James T. Daley, P. E. Date: December 2, 1999 Subject: Site Plan - School Specialty - 101 Almgren Drive (addition) - SP - 264 Per your request dated November 17, 1999, we have reviewed the site plan entitled, "New Addition for: School Specialty Co., Inc.; 101 Almgren Drive, Agawam, MA; By: The O'Leary Company, Inc. 376 College Highway, Southampton, MA 01073; Scale 1" = 50% Date: 11/1/99, and we have the following comments: 1.) The Engineering Division received the Notice of Intent for this site on November 30t°, and has not had sufficient time to review it. The storm drain calculations will be reviewed for the December 9' Conservation Commission meeting. 2.) A standard detail for the relocated hydrant should be added to the plans. 3.) The proposed water line extension should have a minimum cover of 5 feet indicated on the plans. 4.) We will review any questions as to applicability (including the Alum Zinc Alloy coated roof system) to the storm water management regulations at the time of the Notice of Intent review. If you have any questions, please do not hesitate to contact our division. Sin rely, Sincerely, VIA" "z es T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer I H:lengioeerlsp1264101.wp 0 • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 z� May` Tel. 413-786-0400 Fax 413-786-9927 MEM1 0 TO: Building Inspector, Engineering Dept., 'Fire Dept., Police Dept_ FROM: Planning Board DATE: November 17, 1999 SUBJECT: Site Plan - School Spe4�alty - 101 Almgren Drive (addition) Please review and comment on the attached Site Plan for an addition to School Specialty prior to the Board's December 2"d meeting. Thank you. CRC/DSD:prk AGAWAM Flr:CE DEPARTI'd1EJ APPROVAL SIGN ....A.:. kk(en S � vGq- � Y e-U0. aL.f S S. r Town of Agawam h 36 Main Street Agawam, Massachusetts 0116 Sfwaa OF APPEALS y� 0ay11 Tel. 413-786-0400 Fax 413-786-9927 qQ NOV 1 I P 3-- 38 AGAWAM, MA MEMO TO: Building Inspector, Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: November 17, 1999 SUBJECT: Site Plan - School Specialty - 101 Almgren Drive (addition) Please review and continent on the attached Site Plan for an addition to School Specialty prior to the Board's December 2" meeting. Thank you. CRCIDSD:prk THE O'LEARY COMPANY, INC., 376 College Highway P.O. Box 377 SOUTHAMPTON, MA 01 073-0377 (413)538-8532 or(413)527.1360 TO I o w ti F A C.A"fA M No. L4 N AA ti Cj Q f 7- DATE ! I + I ('/q g 1oB No z 3 g Z JOB NAME ! 5c�{not Spt_I4LT Attention: TDB LOCATION A4awAAn Mn Gentlemen: RE: Prz n fJ e s bM E3tPAN S 10 /v WE ARE SENDING YOU ® Herewith ❑ Under separate cover the following items ❑ Plans ❑ Shop Drawings ❑ Purchase Order ❑ Specifications ❑ Samples ® Copy of Letter ❑ Tracings ❑ Catalogue Cuts ® 5ro rp t WA IWAA,4t.e--AL�JVT Prints ❑ Change Order ❑ COPIES OATEO No. O E S C R I P T I O N r5 aIFb 1- I01 S� rE r4A&i �)0 Z V T/'O-Y P c-A � Li03 Gl2A4rtif4 p1-aIL.l t'`: ry }�•'.th; i Lf0 I LAWV25C.A III iti �, Lf s t7 e-,-A L!U 6 A o yvs A ti ll2A r,vACG at;Vl el- « telaT ELS►tb-Y� Pcw yr+�yt0� 5rtlriM eoAr� Fe THESE ARE TRANSMITTED as checked below: t❑w For approval ❑ Approved as submitted El Submit copies for distribution tnt For your use ❑ Approved as noted ❑ Resubmit copies for approval ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS E-AlG 56 ti A c o rye r, C D A U t7 T NL Scr E 1.7 EYj T Y LA AI S -0-M eLmA+y A/ �1[t D J r 7-6 Pow A-- A P&o cIAC- COPY TO SIGNED:-_-- 5 2-t o 11, 1 � L T f � �f THE O'LEARY COMPANY, INC. �a 99 SCHOOL SPECIALTY COMPANY, INC. PHASE 11 EXPANSION DRAINAGE REVIEW November 12, 1999 The storm drainage system installed during the 1996 Phase I construction project was designed with excess capacity to accommodate the additional impervious surfaces being proposed for this Phase II expansion. The initial drainage design calculations were based upon a total area of 11.52 acres. This was divided into two watersheds. Area A-1 totaled 6.4 acres and drained directly into the existing municipal detention area. Area A-2 totaled 5.12 acres and drained through the new on-site detention area. The impervious area included in the calculations totaled approximately 6.7 acres. Of this amount, only 5.87 acres of impervious surface was actually constructed during Phase I. The proposed expansion will add 0.70 acres for a grand total of 6.57 acres. This is 2% less than included in the original design. The on-site detention basin was overexcavated in order to generate earth fill to use under the building floor slab. Excavation ended slightly above the water table, and as a result, a constructed storm water wetlands has developed. The total capacity of the detention area is 2.03 acre feet with an overflow elevation of 187.50'. The actual detention volume required for the 100 year storm is only 1.10 acre feet with the peak elevation at 186.43'. The detention area as presently constructed has 13" or .93 acre feet of excess capacity. The total peak runoff off site for the 100 year storm was calculated at 31.36 cfs, which is about 21% below the calculated allowable of 39.72 cfs. The peak runoff for the 2 year storm was 9.47 cfs, which is about 4% above the allowable of 9.08 cfs. The calculations ignored the effects of approximately 950 lineal feet of infiltration trench which, because of recharge capabilities, reduce the runoff volumes to values slightly below those used in the calculations. By ignoring recharge, the calculations become even more conservative. Finally, although construction of the Phase 1 project was started prior to publication of the DEP's 1996 Wetland Protection policy, several recommended BMP's were incorporated. These include gas trap type catch basins, infiltration trenches, constructed storm water wetlands, and water quality swale. t 1 THE O'LEARY COMPANY, INC. -2- The Phase II expansion will include new infiltration trenches and a new deep sump catch basin as well as utilizing the existing constructed storm water wetlands and water quality swale. This will result in compliance with recharge and TSS removal requirements for the Phase lI expansion. Stormwater Management St lords Stormwater Management Form I'Ills f,rr'rn a.v ortendt-d tla ensure tharlrrcrpo.vt rl stonrrr,ales conlio1 dc•cr,l'n.+ writ t thi stcrrvraa.,alir nr,rn,r�'inainl standards descrrhedan the Department of FnvrronmenraI Ptolec'taora'c Stof'm%v aIt•r Alu tic getnenI Polat.1 (,1',rrirnhir 1996 watt minor revisions Al arch 1997) 7'he Department of EnvtrorlmirrlaI Protection(DEP) reco tit mends that applicants submit this form with the Notice of Intent, as well as supporting documentation and plans. to provide stornrwater rraforniotion for conservation commission reviett-, If a particular stornix•ater nionagenient srandard cannot be met, information should be pro%,ided to denions(rate how adequate water quality and water quantity protection will be provided by the project. DEP encourages engineers to use This form to certify that the project meets the.stormwater management standards as well as acceptable engineering standards. This form should be completed by checking the appropriate boxes for each standard and b►'signing and stamping the back of this form. Project Location: S C,t-tao L. S cc.t a A 4,t trot M M it . pH&Se� Il �x�nivaioa The proposed project is rs n circle one)exempt from one or more of the stormwater management standards. If project is exempt,explain why: Stormwater runoff volumes to be treated for water quality are based on the following calculations: (check one that applies) ❑ I inch of runoff x total impervious area of post-development site for critical areas(e.g.,Outstanding Resource Waters and shellfish growing areas) 44 0.5 inches of runoff x total impervious area of post-development site for other resource areas Standard#I-Untreated stormwater (See plan Llaz pU The project is designed so that new stormwater conveyances(outfallsddischarges)do not discharge untreated stormwater into,or cause erosion to,wetlands or waters. Standard#2:Post-development peak discharge rates (See plan wo3 (� Post-development peak discharge rates do not exceed ppe deva4" Boil rates on the site either at the point of discharge ordowngradient property boundary. rw"K%VAU ^L"Wwo ❑NIA:project site contains waters subject to tidal action,so standard is not applicable. Stormwater controls have been designed for the 2-year and 10-year,24-hour storms. The projects stormwater design will not increase flooding impacts offsite from the 100-year,24-hour storm. Standard#3:Recharge to groundwater (See plan L toz 2(The annual groundwater recharge for the post-development site approximates annual recharge from existing siteconditions. Soil types have been identified according to either the U.S.Natural Resources Conservation Service(MRCS) County Soils Surveyor onsite soil evaluation.Calculations on stormwater flow are based on a soil hydrologic group of�_,and total impervious area of 50 yQ (square feet). PNAsiw -U0A W%f n ti 129 Soil types at each planned point of stormwater runoff infiltration include: me A Infiltration Best M anagement Practices(BM Ps)used for this project include: l Mf yti..T4ATi Q*4 TRX-w" 105 60- n►r+ocv. Standard NCO%TSS removal (See plan uioi- a L.a's Mf The proposed stormwater management systems will remove 80%of the post-development site's average � annual load of Total Suspended Solids(TSS). LYJ/The BMPs selected for this project include(list BMPs with TSS removal rates): 0IMp agwtp eta t w•T-Cra G.vAL. 3WALC 9 17.0- syr«-f. T(WWCH t CO,IPsTR-vCr%rV WwTLANID& � iw+*rtrT- Traar+usH + .• q� �lv t wwnr G_UAL. S.W.& c 1-10 Stormwater Management(Volume one) Stormwate0inagement Standards 1 5landard 45: Highcr pmential pollutant loads (See Flan ) ig I-he project site does Es not circle one)contain I.and Uses %%rth Ilighcr Potential Pollutant I.oads If site containssuch lanai -- ❑ If applicable, BNtPs selected for controlling stormwatcr in these areas are designed to prevent Inf"tl Ira Iion of untreated stormwater and include. l Standard#ti: Protection of critical areas (See plan�� I Q9 The project site does/ oes no (circle one)contain critical areas with sensitive resources. If site contains critical areas,describe: ❑ If applicable,BMPs selected for stormwater discharges in these areas include: I Standard#7: Redevelopment projects (See plan Led t The proposed activity is( no circle one)a redevelopment project. I t= : r we n"s cv 14p GMveo a,s AewA Note:Components of redevelopment projects which plan to develop previously undeveloped sites do nor fall under the scope of Standard 7, ❑If the project is a redevelopment project,the following stormwater management standards have been met: ❑ The standards which have not been met include: r ❑ The proposed project will reduce the annual pollutant load on the site with new or expanded stormwater controls. S tdard#8:Erosion/sediment control (See plan L-+o3 [ and sediment controls are incorporated into the project design to prevent erosion,control sedi ment movement,and stabilize exposed soils. Standard#9:Operation/maintenance plan (See plan An operation and maintenance plan for both construction and post-development storm water controls has been developed.The plan includes BMP owner(s);parties responsible for operation and maintenance; schedule for inspection and maintenance;routine and non-routine maintenance tasks;and provision for appropriate access and maintenance easements surrounding control(s)and extending to public right-of- way. I attest under the penalties of perjury that I have personally examined and am familiar with the information contained in this �F submittal,including any and all documents,accompanying this o'' GfRALD P. tiN certification statement;and that I am fully authorized to make UPSON 3 r_0 tillsSTRUCTURAL can attt tationonbehalfoftheprojectapplit. No. 32387 At Print Nance Date (Stamp/Signature) 5tormwater Management(Volume One) t 0 Town of Agawam ' 36 Main Street Agawam, Massachusetts 01001-1837 y Ma Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Fire Dept., Police Dept- FROM: Planning Board .DATE: November 17, 1999 SUBJECT: Site Plan - School Specialty - 101 Almgren Drive (addition) Please review and comment on the attached Site Plan for an addition to School Specialty prior to the Board's December 2' meeting. Thank you. CRC/DSD:prk PLANNING BOARD Form D Applir_dticm (or Site Plan Approval l'Ict�yc ('{„kII)IGlo 111e 101lowing Ibrm and return it and 10 copies of the Site Plan to: Agawain Planning Board Of ict of 111anning and (;omrnunity Development 36 Main Street Aga%vam, MA 01001 I. Tla3Fue; of 13nsincss School Specialty ._._________ Adclruss _ _ _ 101_ Alm ren.. Driv-0_, gayuam,- MA_ 01001 2. Namc of Applicant/Otvner David Kozaczka /School Sp�c� ialt 101 Almgren Drive/P. 0. Box 3004 Aclrlrcys Agawam, MA 01001 1'elctihr►ne -- __— 413- 7 8 6.9 8 0 0 1. H.IMU Of EAiginc:er/Archilact 35 Lee ' s Lane A�lalicss Longmeadow, MA 01106 Telephone ------- 413-_5 b 7__0.7 9_3 ---- 4. Please give a brief<lescriplion of the proposed project: Construct a 23 , 868 square foot warehouse addition with four new truck docks and associated paving. �Tr . r I t L; ,/I LU9.1 6 1g9� cD# acd:�aooiS JOB P, ( 00 Y :�o LOG# a ln'�6�� BOX # a DOCUMENT# IG PAGE# a 3 1 :? EX PIPE OUTLET p l �W/ 6' STONE RIPRAP r, Gn s 2 _ -= o _� E/ plcE a. P. r.'r•- ^� - f= 2.25 �^ — zr IN 61g -� 1a _ - _ 1.1 CJ I J b C 11� _i ---y ^^` -_�� ---•- --- � G'C7.E RI!'p.A.P "_ � �, \ EX PIPE OUTLET -- _ - TEST (APR � L I ) W/ 6" 5TONE RIPRAP 1g0— I I � "- �'- . ,'`�_ - �-I -� - _ L" -- - - - �n EF ✓ �- IGI INV-I89.00 1�1 -- EX PIPE TL T ILL _ e5 ____ -- \ 1. ,/ - �- W/ 6' STONE RIPRAP F.X PIPE OUTLET EX -CBI W/ 6` STC lE. RIPRAP FY PIPF INLI-T-f Rf.'I.14 1�1 8(r BR R r � o 5o, INV.,./, I ` GRADE=I6 BRAD =187 12 GRADE=188.g6 17 `�✓'r8/c.2•�- � I � ._. qn 0(, 1, 12' TORSCIL `O�'SOIL I 12' TOP501L W/ 6' STONE o rvAP I CIO 75 `� I I a lNv-Ie6 � 1 �5'' YELLOWISH 2� "E1,LOWly�- I 24" YELLOWISN- I --��r-. ' �1 ``` BROWN SAND 2R_-V!N SANG BROWN SAND 1 V ✓ V V _ - 1. WATER TABLE WATER TABLE 1. \ Y WATER TABLE }-r � � °� IL GRAY SILTY SAND Igl,l7' IGI.I" vt I<10 E7 , } n GRAY SILT SAND ---- ,QG SILTY SA':u I l } r-10TTLED W/ CLAY � C3 T � 1 I TF3 111ML-J CHD Pi I /EX PIPE O':T,.ET i W/ 6' STC14E '?'PRAT' INV-1m 50 � N Ln o.z3ItLij 00 - -_ _..- 1 D � v' f � -tad--`.aA ,,� 1 �--- EX157 DRAINAGE EASE"'EN� �IM 00 y 4 DETENTION AREA I �1 .1010 CB-3— , 4 50 Q., t, I — EDGE OF 'JEGETATE^ ___ 8 \\ It r1N - �"• c I I1T— C c-O'JE WI RAV r `r Z U j In ►`) � 10, 17' J 1 1 w z a - �� - } — ._I { S LIJ Z � -- — .. . 1i zZcn WU o / Z Q I rr f 83 W (1 U cn o r — It. A A- l �� I i ' ry C'OF OUTLE- II .12 / I / � � �-_____`_ • � c• _ c.- r. I� j w.' 6' STONE RiP4Ar / --- 1 N1-1g4 50 X. CS 101 17' �,,_oAY BALES t 5'LT T —1g1 ` = U FENCE- SEE DES CAN +� Z ff III { I l DHrG L O5 / W CID > a ITI ..AE as- ' 11 155 '7'� - 1 I1 1 T rn\ N` �O _ OEX PPE OUTLE URW/ b" STONE RIPRAP _ D�T�ONNV.18533 i* OU T. gga3l L _ - - �twC) F 15T b g ONE RiP2cP — WOWa 13 C) - Ii, f- - - _ 1 ^ Llf I— � 1 I P -� EX PIPE OUI7LE7 �Ib� I+ / EX PIPE INLET - -r 55 33 I EX PIPE OUTLET INV-194.50 t� 'J3, + ( �('� �' 6' STCNIE RIPRAP iNV-1 —^� �.._•��.'� r= '� , I � � - � _ _ - __ -_ r. - —��f0 - - ` _-. _ - ti ' / A w/ 6" STONE RIPRAA IB4.67' f INV.I$5.33 EXIST STORM DETENTION AREA r j r i TOTAL CAPACITY. 8B,5pOCF r- -� / - L I `20' DRAINAGF EASF' FNT 100' W ET A N D5 - + BUFFER LINE 1�o JJJ �r �_. �l"1AKER LA.�'E EDGE: OF: VEGETATED I8/ HE L- DS co �-- EXIST SHALES [TYP] - r CULVERT INLET FLOW LINE A NEADHATER - OF EXIST SHALE- I82.51317. [� uj in SITE- GRADING F' 1_A N 2342 R DWG 11/12/99 6:W AMA T T �..J LEGEND to NEN BLDG EXIST BLDG C:= 26 GA FACTORY PAINTED STL BR-II NALL PANELS N/ 4" PSK FACED GLASS FIBER INSUL 3 CTD 24 GA ALUM ZINC ALLOY COATED STL MR-24 ROOF SYSTEM N/ 6" OF PSK FACED GLASS FIBER INSUL CONTOUR EAVE GUTTER AND DONN5POUT CTYP] �-J CONTOUR EAVE TRIM HIM, CTD CONTOUR GABLE TRIM Q 5" SPLIT—FACE CONC BLK TO 7'-4" A.F.F. —' t cy 8" PLAIN CONC BLK TO 11'-4" A.F.F. Y }� ri N/ CONC BOND BEAM TO 12'-0" in U (/1 8 SMOOTH CONIC BOND BEAM PAINTED TO MATCH EXIST ACCENT STRIPE IN .? ::. EXPANSION JOINT r 11 14 17 y{ 12 10 1p POURED CONIC STAIR N/ 7 SOU 7� ELEVA710N STL PIPE HANDRAIL AND SCALE:1/16"-1'-0" GUARD 11 CONC FDN NALL p N M LO 12 LINE OF FINISH FLOOR ® 4 0° LL1 W � co 13 OUTLINE OF FDN BELON GRADE N m ^^ 14 91-2"x10'-1" O.N. DOOR N/ cf) n n DOCK LEVELER t TRUCK DOCK qf It SHELTER CTYP OF 41 t—"—' EXIST BLDG W NEW BLDG 15 377' PM DOOR z O 16 TYP BRACE ROD 0 U-) 2 z U 17 EXS17NG BUILDING W Z crI� w z �- o Z z V) w o ZQZ U a O z 16 w 11 U M Z 0 a a 06 _ Z) Z O Z 17 = Q Z = CL NOR7�4 ELEVA710N = C) _ 51CALE:1/16"s1'-0" LLj _ tY W W w — Li C) o U 1 2 3 5 ro 7 8 q 10 11 12 15 1 �4 15 16 17 $� 0 w 4 •� 0 1 ■ Y �x k5 q 17 nA A^ Ne$7 VATION . A102 . ... , . .. , . .. q.. ...., ,. .. - •. ..-._k-. �.�wf-.n.. f -........a C'T..-:"= ,✓s9...:c trx .. $-. ,wa. .r e .. .a: rC a'. x�, .1R; r r:y.a:._,rR;,. .F e + , r. t:� F �� " :h.' - wl r. '• . ti _, S•." -i..ceAr ..y� y ' - ; .i Apw F 0" + 5 -0 22 . s / r ..r e. .. _ ., - - • , i , 1 ^-+ - - .. v , P. ' ,R s �. GREN DRIVE ;f L-161 A � „"....--•- — ---+-�..,. .� 535'31'�43NE � r 486.I5' y 3Q' WIDE DRAINAGE EASEMENT � -00 EXIST 5' WIDE WASHED EXIST LVX20` 'PARKING SPACES _ STONE SPLASHPAD y ` --- -" TYP OE I2 EMPLOYEE- LOT A) TYP OF,4 VISITOR- LOT A TYP OF 2. WC- LOT A EX PARK I NG - Ij (SEE NOTE >*i) I LOT-A v V V 4 EEXIST aFFIcE Lo R `�' ' ..4 EXIST CAPE COD BIT CONC s CURB- TYP EXIST DRAINAGE EASEMEN EXIST CONC SIDEWALK / 4 DETENTION AREA a5 c� TS EXIST 4 CONC PATIO fPAVING 30 H \ • a * Y � EXIST 10 WIDE WASHED CONC ` I00 STONE SPLASHPAD W m n ► �t1<� EX15T 5' WIDE WASWE' EXIST CAPECOD -STONE SPLASWPAD BIT CONC CURB I I I 25� ` , Lo EXIST 9'X20' ,PARKING SPACES Ico (TYP OF 134 E!" nOYEE- LOT B) EX CONC APRON _ I Iota W W t\ ao , I N n EXIST 11 X20 PARKING SPACE 4 I _ Wf 5' ACCESS AISLE , EXIST CONC SIDEWALK / (TYP OF 4 H,C,- LOT B) �.4 p. EXIST CONC � m m � � I RETAINING WALL tt d' 1 EXIST BLDG. EX 8" CONC D' FIN FL EL=1�I2'-0° APRON , Z . O c� �= U) EXIST CONC I�WVAC PADS. i Z U EXIST 2.1l2' BIT. CONC PAVING.: j W Z n EXIST 3" 81T. � � W Z � O T I& I WED CONC PAVING p EXIST DE WAS I STONE PLASHPAD Z Z U 1. TOTAL NUMBER OF EXISTING PARKING SPACES= 140 Z Q Q Z Q K " 10 130 EMPLOYEE � EDGE OF VEGETATED W 0- 0 (n r 53TI8' " � WETLANDS � _ 4 VISITOR - 46 NEW 8 TNK 6 H.G. ACCE5515LE Q t � 0 � CONC APRON 45'-Qu `` ~ 105.DO ` 2. SITE BOUNDARY DATA FOR LOT G-1 TAKEN FROM I A DRAWING ENTITLED PLAN OF LAND IN AGAWAM - Q NEW GONG STAIRS -_ MASSAGHUSETTS"- PREPARED BY HERITAGE SURVEYS 106 WI=TAND5 qEW WAYS %� f BUFFER LINE ! INC. FOR WESTMASS AREA DEVELOPMENT CORPORATION � F�- I sal llf, R •. Y J o DATED APRIL 4, lq%- WESTMASS DRAWING NO. ARID-28: 1 z O ' OUVOS JNINNV Id WV !DV SITE PLAN APPROVAL -- � NOTE: REMOVE 1:23 EXIST I �_ AO 1 AGAWAM PLANNING BOARD Q ' CONC DOORPADS +� Cerr��QJ�'�L }� — .. 0o EXIST ENDWALL. /SAWCUT EX PAVING Ilk iL f 1r 0-_ • _— 0 p 2 NEW ca NEN ADDITION �-� I FIN FL EL-Iq2 -0Ll 3 I WYDRANT EXIST 0 RIPRAP O — 00 W� NEW CONC PAD EDGE STORM oI SWAtE NEW CAPECOD DETENTION AREA- b BIT CONC CURB TOTAL CAPACITY- 88 500CF 44 K ' : - 1rr —may t � - ♦ ' - I ' - ram•' O ' � ' rti r •ram. .. ti i � , , �� ,7 rt 1C�' �+fETANDS N3�3.48'39"W NIW47'"Sol, -- ---' ' _' BUFFER LINE r -- -� Rw�00.00 o , �A all sl+�oM�, 20' DRAINAGE EASEMENT KER w LAND . i ` _ � • -` APPROX EDGE OF tin ►. TREE LINE [TO REMAINS - 2 _---- a Z R:q75��, EDGE OF VEGETATED WETLANDS xgq'S w" Q w U fo5'_Oe O' 1 5i�pe SETBACK SETBACK 2 342 SITE: FLAN ol TRU E NORTH PLAN ORTN � . ALE:1'-50' G" Li r 7 12 1 1 AM ........... ............... ,4r 9x 61 wit 36 xx TL WX TYr OF 3"c Sm MtR 12 MI. Ex Pm cutdor WATIR MAIN w IV STONE I~ EX sol Wr m0rws tNV-M.17 AW.- EX UTILITY ftL0 cs 0 ...........6. - Xl TE a SA+ P— L — , ALNGR DRIVE EN • —TEL�— pf amLET W7 TON $V I&' STONE RIPRAP JNV 186.86 ;,UG EX V V.! 1. HATIM STUD -SAN ac Fqpt IV Rft OMET N/ (01, STOW-Ripw JDA NATO LINIR W/ 6' STONE RIPRAP EX UG Esc NV-ft.2A 'SERVICE IN gX pVr_ 6, pf:" AM *4 r5l "IN 41110(m "m 2WW TYK ax mm I --M CONDUtT SAN SEW) STRUCT'URS EX 15, m" XISTING DRAINAGE 2" ar-%� WIDE STOW SED MW Lig4T NUMBER TYPE DIAMETER RIM ELEV INVERT ELEV . FRAME qT COVER ELEV SUMP EL PIPE SIZE EN i EX 40 CI SM SEKER, WL16 ADS 186.50, NW-8 CB-1 CATCH BASIN 190.50'TO 10 OUT IOROM mubra p A CB-2 CATC14 BASIN 190.50, 155.83, SEW W-8 rrp OF 2 . EX M" OIJTLET —ST w 61 6 ONE CB-3 CATCH BASIN -187.17' N.-wxv -81, I. rnEX. Ca lqo.so E. 155.00 E To's ADS IC10.501 E.0186,33- 184.17' -10" -12" CB-5 GASTRAPCB IqO.50' E.WM547, IB3.50 r:-120 N-12' V V V U.G. TEL CB-(p GAS TRAP C5 Iq0.00, K-186.67' 154.50' Noo(V S-b" ,V, =EXI ST OFFfGE �ww�a - 001 IN PVC C4NOUIT C5-7 GAS TRAP C5 MO. 154.00' -8' CB-8 1137.00' 010 �o GAS TRAP CE3 NAT LINE 187.00' s.•ta4.67' }82-b7' S}10" p EX. ST—- ------- C15-2' I:? ADS ¢ 4 ELEV I ERT �FRAMEWT YE 9X 80 ft" AM IN 15' EX PIPE OUTLET NUMBER TYPE DIAMETER I RIM ELEV R ELEVISUMP PIPE 51 DRAINAGE STRUCTURES �Y� ; `�►(X � � 0. 00 OPEW AM"IN IV Of OR AM 0.5&&*- W/ IV STONE RIPW 7 WIDE STONE BED **DE STONE BED INV 165.W CATCH BASIN 48 187 60 1 WEST 184.84 8 118600 1182.00 112" WEST EX Lu HYNTA VL VE W GATEDRA EX,I* a" Site EXIST DETENTION AREA 00 KATER LINE LLJ Id N ro ly GAS HEM cl) r: ¢ T- V-- NOTES EXf ST` BLDG. FIN FLI IX 2WN MAILPACK I. PRIOR TO INSTALLATION OF ANY'SEWER WATER OF 4. 100 ADS OR DRAINAGE LINES, THE CONTRACTOR/ OWNER 0 AGAWAM'S ENGINEERING -0400 EXT, 275 NO PIPING/ APPURTENANCES EX MPE OUTLET DIVISION, f 766 SNAL z Lc) T0 -164.5O WILL BE INSTALLED OR BACKFILLED WITHOUT PERMISSION K/ sTmE mrRAP INV Lu OF THE DIVISION. 0) LLi 0 LLJ Z 2. NOTIFY TOWN OF AGANAM'S ENGINEERING DIVISION OF' z Lu 0 LOCATIONS AND DEPT�45 INVERTS OF ALL WATER STUBS. < ]EDGE OF Yr4e .11m A 3. PROVIDE 6'-0" MIN COVER OVER WATER LIN am LLI WETLANDS z E EXTENSION W AM 0 w 01 STONE Itip"ll, < i64.w WETPIDS allFWM LINE V) *ALLPACK NOW 2W ElIrp OF AM f'O 410 PACK SOUTW SIDE 3 L K0sJ- > ST It"M M06f�Fft EX V STONE RIPRA MR-ANT 0 CAP PIP z 3:: < CAP 0 ECTIEND V T. D.I. WATER LINE a.- 5T 0 Lu NFW ADDITION 2`0 0,13Z FIN FL ELf92 —O SEE NOTE Ld LLI-J 14V- 164 W K/ RfVEW STOW _3 0 10 NGE POOL R&OCA" �W : —EXIST to,STONE RIPRAP HYDRANT I i r F- Abi .. ...... LE SOLID ASS IW-185.33 NLET' fqAftr&E POOL-pwL lWmlb4.W TO REMIN IDE LINDIMORAIN _doe W So PERF, PIPE 0 TOP W" w "VAX Pin OiTuit W 64 EX PIPE 0 HEN WATER QUALITY' STONE RIPRA16 NEW WATER QJALITY SOIALS a So AML [SEE DET fFlLtET TOTAL CAPAOCOY0 65,500CIF SKALE STORM ELATION 'ARE w v 87,6* OtIMAP • PIPE fairw ]REPLACE WUV PIK INVPI64�33 *V b, PERF PIPE- [SEE DIET. 0M] jjj�� UNE lW.r7 AbC Tt CLA* St I* pro* ...;.......... 0 cl) -AETLAIMS ST SWA" lw-f-T dr OC 24' aLVIERT f. Iw- ts UA • co • 'U.T S I T E� I L I T Y PLAN' NORT14 PLAN NORTH TRUE SCALE:)" L102 oil,• I �....�......' 11 ..,.�.� �. . .I.i" � '..,.-I...I -.. ,I...I.. , m� 1 I.. .1, ...I � , .—- A-. .�� . , - - _ � , -.....-. "�_. -I".3 ",-%. j ;�.,TI ..)..,.�........I —�_'..,%m., t.j. q. I'1.�... '.�1�I,.._. _I..... "- ..�,.. �I� '.� %MI ,...- k�..'I- -.7'.. %�" : l lV.�I I. 7I..I. � . ..�..A'�� _ �..�!:I!m ��1�.. *1. 7II.. I T. I. .:I...i.. � 2 ,s 2�. ,sue: _ ..- A-Ion .uxI1.��o III Ig ' 1�7� � � L ' 7�- � `- � M J,.._ . )., ` , � , AR � � -7 � r 4� ' , � e �* ,, ) qI G- � ,"t , ""-W�: - _� - r0 " ,f - 'T d , A � , ,t , . � � ,L11, w ` 4l 11p Zri" ,F, '� 7 f" T 7,* � � , ;� � !7 - , ! � - , ' � : " f 4 J , r �* _ � - . . , - , ,� � � ,� ," l t ;, I 7 : 7. _1 Tr � � 1� 7 4 ,I ,. � e.i ,X � , - � r . '`� , � � 1 �I . ,., 1 - � 7 .'. L .�,. " 1 .-.: IL. ,. �T _.. '�.. I. � "....-.I-.. ' -� .I-. .". 1I .L� I. , .A .. ..I�. �1 1 1 , 1 - -j ;.. -�..... ,I ,- . ,- r :1 � , '-I�---�, ,.` � ......a- .I. .' , * " % ._� ,- 1 1� �.. - ..1 A�L.I � � I j I� 1I:.1 ...�II. 1 �- '4 .I 1 � ' i ,I - , , , 6 . r . .. . . . :: � ,r.. .. .-; 11� .s , - - : . % I .. " . , I 1. I , , � A,� I I_. 4i - - . I . o 1 I _ �e I 0 1wm" ))?wI v q % TOEPU .10 W V.S AKl.- . 1 -. . P. I . — 0 RIR _ EN . =N. I . —3 — STae tIpw DV .�po" � — � j = - � , � — .i � --_ - -110 TEST PIT DATA (AP R I 1 990 ) .1I �. r� , .� , 1 y � - : l. !, � L-� .- : L �. 1 w t $Toe Rl 100 , _ :— � - - l8A- t ai . - ��181: 7- _ � EX Mpi &jTLV - , _— jR — � � ,�_ I , ,. I W 0 STONE RIPRAP -- - := - -, � % � 17 - - � - . � I ." � W 6' -STORERIPAP u INLET 186 DE=158.ul DE-187.12' GRADEmT58.c%j . 1 xx,-ml - . I"vl".331 GRA A a I VolM24 1. " RIM-140W — � wvax - - - . I , , I .: a — —Icn- - — r_. wft, , — — � — I ?, - ,6 , r -6 12' TOPSOIL 12' TOPSOI L . 120 TOPSOI L - RIMMI0. \- 9� - . I IM.17' I . �" I 1 ' ST RIrAP . . I ,� mfi. 0 45" YELLOW154- 240 YELLOWISH- 240 YELLOWISH- r °. 11 . �- BROWN SAND BROWN SAND 1 f . - . - EXIST OFFICE � - I 1+W IqI WATER TAB WATER TABLE t.0 GRAY SILTY S WATER TABLE GRAY SILTY SAND 154,12 GRAY SILTY S 165,% -t , MOTTLED W/ CLAY 153.06 - . � ) I _ lq Y I I / l TPI TP2 . V _ ," / / '` - . . I- IRIM-14-2 I .17 Ig / / 1 I 9�0(/ /' P! , . � + I . / '' .. . . I . M.33' q / . . . I s RlPipin ovrLrT w 6sTONE . INVO156M )` UT / � - ,"1 I} I Y l - _le A v- . . . - .�.I l, : I I�.. .: ,�II ., ... .. Il- ,. ., "4 ' , -I .-1 " / j I r- do 1 — -18 I . MOST MINAGE FAS&THT/( \ o (a 1 ,, I , �,A 4 DETEW10N AK K V)"wl_ ve EWEAOSVEGET ATED _� 184 . * - " / , _jEXIST BLDG, I . .. l I -. I V* FIN FL ELwI92'-0` I - . L I .1. *T.w + / . �- . . 1I � � I I . I z k EXPIPE WrLET / � 0 r . ; W/ 61 STOW RA-IM60 F- -,EX. -6 Z 0 f � q l RlmvIs7,v , o,I . 1 . " - R.17 J o - ,,- � uZ - 0 9 (p W 0It _ .* � . - ., . 0 . \ z7W + V- , .�-t, < ' . 4,� .4-<L , � - � It 1 : . _ 0 LoC - ' I / '. p . / - - / - .. - 4: I 1 �! : . 1 I . I 1; '1 1 .Jr - I *I r .. I I ., 0,r , ' . _, 1 - .. ..0r -LET _ �.. �i� .. . . Ex. ca-,q . o.� �- I --6- I RIFRAP I= .-,� — I R1101P01 ;TO - "/ 1 � - � k Iff-154,11 I =- . 11 . - . . IT- c . .I1 ,j., I = . 0 z s7w+� _, .. .. � � . — . I / I L . ay iALes I SILT - � =� -jq j 111I.. 1 e- SEE DET ON I . 1 - Ljob . 1II I . =. .. .� -li 00 z .I — I . � <= ilm.190.W , = = T W (* STONE RIMRAP RIM-1.57vI I 8 ,," 1 = 0INVOISSAW tw *1&4.ea - I 2 EN ADDITION I 2 u 1 1 W KAT + FIN FL EL-142I-(0 �_ - \ =— .1 GUALIly SNALE 88. 1 1 \ \ h — � w — " 9 Z SEE r. LI I = L _ , ti .w MST 61 Sr:NE RIPRAP _ II /�i , I , o . . . 0 14-- - � — � - - — _ _ _ I I fO -� r_, r ., I . / � - 1 . .....il - -1 - i W7., VW � - - .- - - - _ r — � 0— , __- ,�_ _ 7 I % - J - . � � MdEwgdmw IM_ �=�N� iJ _ Y _� - - — � -, , � . I I — E = ,Ibk:�, _. - , � ., , . — — /____ , ]-. I11 �. N IMIWOM.33 - - . .33 l STONE RMtAP �- - - = — - /1 PIPE OMLET V w tWob4,W + lWaIM.S3 7 _ —Z= _ _ : -IJL: - = — . 1 I -- __ — � _ � I / �II ,-: � , w GI STONE RI N44.61P RPRAP :- w — _ ,- . ____N — — . 1WM.N . . TYP OF 2 LOCATIONS . -: I .. I a — .► — � _ - — "_ - _ I ..� 1. 'pr I � -,-1 : _� IE � . ...0- — 1 � � � — - - � I—- -± — � L -- . .I. ; " . _.�_ I - __ l _ __ �- - . EXIST 6TOW M."WICN AREA •1 . _ _ I1 w 4 1 � - - - - . . + TOTAL CAPACITYa 86,S000F ,— . I. , 1 1 _ -� - • - I < . 1 I - , . , ",_ - W-- ' I 100' W FTANDS ,,� . _ _ - _ __� . - ' 11-- - . 146 \aa ... - —. - BUFFER LINE _--, _ / � _l I I < 190 �., - S MAK LANE ' . 18 _w✓ ._,- - A � � , � iw OF VEGETATED . # .188 _ f _�� , - WETLANDS ,: 7 - y . — ----* - • .� . x - I -�z . : , . Wa SHALES 11M � .. . . .. W . . I . 4 ,,- -;1. . . _ . . - TI _ ,:�l aY I- I ' E , .. , �. 1 ST SHALE 42 - di ' F IW - SO i v . . . I . � . . , . . . I . _ - . . � uU q ,i- _ . . . 6 ,11 z - - . I. . . � . - .: 4 1. ,I I - I I .� t f f� ? I �V' .. "-t I; .. " � Z1 I � - l -� 1 G � 1 , TRUE NORTH PLAN ORtii ' 501 - m . .� I I ; SCALE � "'-I -. - .. 'I , ,. I � � I W r e, ' . l � � . . It , I �I j �l — - " " ; 11 l: , , .. � .,t I , � - , , , , ,� �_ N,, Lj '� i. � ," ":. '. � " ' �l, - ' �, L ,�I , , �, k -� -, _ . " ,i "-' . , - , . , ..I � I � , 1, I� - ",� � " ' �� : I ,. _ - , I � , k ,I ,, '. 1 ' _I � ? Y 11 �p . . . a. + r .. . , . b . ......- . > 4.,y� 4�a � ax:..J".' ..4 Y �,' =. ..t:..-, s-I,Y-,- :`' ': i� :"i'- � h I�r' f ',} y' a i."�+,•.�' -,N. R 'C.��i'� - ♦J...J� �. -{• sl A �I-'. :Y-1 'J 8 - f.' . + -til" a - .. _.. ! .,-� : sl r T. �.. l' , i + = , r .. T . Oft 12/22/ft 7 I Ft 14, 1 , - • , l , - ALMGR EN DRIVE MAINTA190 I" W/ PLANTING BED `- --- ` . 1 D ` --�•�.�"` "" ~ -�� { IST PLANTING BED 0 YARDLIGWTS 1 -- Fs = . . • CTYP OF 21 ' • l ._.` --- -� 44 v v v v EXIST OFFICE l� o � ; T15 SI.. WS In G J .. .. , � • .. � � � _ _ �''.,� �� _ t EYIST, PLANTIIJG �Y xp a BED BASE OF }, LIGUT POLE O I { CTYP OF �47 NOTE: ALL TREES AND SPRUBS �• „. Od I I ARE EXISTING. cq to 00 ` NOTE SEED ALL AREAS LIMITS OF MAINTAINED : FINE GRADE AND M # �► I LAWN i OF CONSTRUCTION j cQ EXIST PAVfNG I `c f EXIST BLDG. :., I LIMITS OF VEGETATED FIN FL ELwIg21-o". WETLANDS I ! 1 : , C� I- M `n - _ z . VEGETATED WETLANDS L t L h 'e 1 - M z_ . - " • • Q y' I Oh i �F LINE , P - � II� � L � : r , q.: v „ y.. , Z 1 Q - �: I _ b I NEW PAVIW. I U W ` Q NEV4 ADDITION v _ — ew ,_ I � ___•r M,7"W e� I FIN FL EL-Ig2' O' I W w — Q E�C1ST I ""I'C9RM I O _ waT IETEN 'toN . - — Y� - - - , AREA y �� i i 1� III` vim• tW i11/�77�1 AI IJ�I�f i i+i i'r i i i i•i i i�1 r�/� 1 - r Q : : Y f. + 0 t3LJFFER' LINE , r, y S �. .-- 1' ALANE E R ,a , : VEGET TED WE'1'LATdt?5 , a- •- TRFE LINE[TO REMAJ143"' co 0 _cF'vEcETA Ea. Z �s T. , r 4 e ' Q W v fTLAND�`i � �. a z , r. : r , -e x _ : , • a , , - .. - - .. .. .. .. _ .. r` - 1 tU 2342' r 51 T E '�.� DSCAFP L TRUE PLAN NOR ,a: r p SCALE: w , , u v J T i : , `F s, .. :. .. .. , -. .. .' .r, + ,,, a .#.r .... ,. .:- , z - ::. .r a,- s - .k�, 1 1, `c: to _ ... ,• , - . . .� - , t. . . I i. . ., � , . . ,�, . ; ;� . . . � �L . � .1 - �.:� ,_ L, ,',' � . �. .o,, : , L'�,' �. - t.�A. _.._.-� '12� ,.. � -. .. " I . . . - .,. .- ..� j,��. i" , ,� �� . .�-. I-'.,.: , �* .11 . I I, .. 'L, - ,:: . . . ,.. . I-, ,.14 . . - I - . I - q , ., �. .. . . I . . . L I . ., .r I 1,I . .. i. .-�. . � . �� ; , I . I � . . .. - .. . .. .. .. . - ...", . . � � .. .,.,- '. , ,. � �. , . ; -, . '. - .� �. . '. .. - ," . , I I . . , .. . . I . . ,. . . . ,,-'I-k . , � I , - . ; - . ., . � 'k.,I — , ` .- , , , I. .." , � � I v - . . . .. I v �, . �. , . , , . , , , 4 I , � - - - I .. ; .., , �, , *ij�74.,,.. Ir 'y I . L Tw-"sj�vr-m-f , ,�"!r - "r.� -�� -,, � . , . � ... . . , ,,- I ff�4f, _el_._11�1;�;R_ ,� - Ap% q --771-,*V., ,�, 1�_ . I I I it" , �- .I -, --� . .". '..,.,, .1.;, - :*�tJ_, 1� I;;"". ,,a, .," , , � .$�,! . '. . �, , ., -�m,;-?- � .,,�,,�',� " - -� � ,., �_ � -- ,1 .,� - , .�W,4�1.11%�"_ ?�L ._�1j,1,k7?-",r-s�,T��,imk,.Ww!�F��'. '14, k� "I ,;7we-r 1"., .�t.vvl "I'At g��o'X-,�-4,',' � _%- ,��Ie,�,zAp-'- .-L� .j.'!'�� -, ��, �,' " -7 ....,�-�...��`�i, �.' ��' -"` �i x .. . � -1��: !2',�- -, 1 7��' �7�-,: .'"� _�, , :., , ;�', ,-!� , ��','e , �,," ,_ k. j I�) i N ..,., ... "4,:, �_W..-.,��'� � , .1 - . 11, .. - �. . I . ,., I., .1 "F . '. 7� .- . 11 . 11�.. . �4: .�t ,�, � , . , � . * ..., . . . - I , :_ ." . 11- 1� ..'. � , ". I . I I � ', "j '., : _ � '.."- -� - ,.,. , ." .,-. �7 , . .� , .L v7:', � .. � I �, ," ., I- "'-,;,-,,- ",":" � 11 v , , .7 - r�,�--,� , . - I - . .. �_.. -.. ,v . "'; Y. , .." .� , i '. . i-,, . - � . , .. " . I , � . . ,� . " I �'. � .. . :, " ., , �.�*�, . �, . � � 4:-- %N�t-. ., W7�:A %-7 ...� , _ . �._, . � I . I : . I -. F.'r -i 4 *F�",:^ .. Tf -� - ,..,..'. I -,.. '4 I,�! : � .,;,�.,F .14 - . . . I - . .1 L' . I I :., , ', 7: , . .1 �, - N... .1� :. . I .. � 1 71 _-,, .,� *': , , � '_` v � -,. , �,I - � ��.,; ,.�i. .� i . . . . . I ,:�.; ,�'? . �� , �, '."`�i." , , I 1.- _*"-`,%-�," , � , . '. , �,-Th,�,�, -,',-T._�,ZT_� , _Ir.'W.Ir� -11.�,;,.,wr -,�,X ,, I .1. , � . � ! ,I � , : :" I. � , , , ��, .. . � , . . �: � �: �. -- ,I . ,, I 1, ,�� -..�11T�17r:�� "�_"1, , ", ,�� -L' f ., . . Z. . .� , _ . I . , I . , . . . . . : , .. , , � �� ,7 _'.7�. _Iwl�lk_I I�L .�. . .- 'Ilk 6 , , ," ,_ - ,� . -, , � % ;- T� � , , .. I . .1 ..., . : I � , w I -% ? -,� 74� 1w � , � --,`I I �,.�, . r�:,` f�� .�� . , . r � m m nn-7, , , r -1 T , -T m .1 " � : ,, ,.. , ., � t . , . , ,wr,r-�i _ � ,, ,e m�7" ,7nr MW � � I , .� 11 V* � . . .,,I.. . I . .. . . ... . , 11 , � .� _. I . i 1�. L ...... A- .... '- ...-. - .I. -- ,,I . . �. .! � >.1 . ... .1--... ... -(I ) . �.I . .� � . ..... II1.IIII1 .-. .�.I....m I II1 -.-.. '- _-. , .. ,I1,II: . � I,. ..�... :�,;--: . "�...�.�! I- -1 1. , - w 1 I - I .y , � 1- : , ;;, _ �- I , 1 , I - I - 1: . . 1 , I . 11 AINA&E STR URESCHEDUI� .v" _ . , , .,. 1.�I : .� � -"1 Ic� ...I,J%.. L J. I- _.- 1 .,--. ..I.�. '.,.I, I 1 .?,.. .I�7 �1,. - I...I �.�"' , 1� ,.LI �.- �J. I. .14oL ! �.r �1. . 5 t, O, " t'' R - .. � ,� .FFOR DIA ETER, FRAME DEPTH DRAIN PIPE REQUIREMENTS RIM/ covkR, INVERT, I � . I . . ' I . AND SUMP ELEVATIONS . . . . . . . . I I . I . pI I. . I TYPE NFOI CATCH BASIN FRAME 1 .1 w AS REQ'D - SET 1_y1 ', a 2,-&xv-OF AND SURROUND FRAME WITH .. - 1 jr L MORTAR 1 . . 1 � i� I.. - .I -i r.I � k�4 "u- RIM EVATION' , . I .. . . BR14 k CURSES ASR.E(V9 TO. . 9 =AW N PROVIDE PROPER RIM ELEVATION . I .a . -4 1 .. II .. I * C� t., " FLEXISLE BUTYL JOINT SEALANT . �3 - > 2 4;1 DRAIN PfPE AS NOTED 'SEA L — , 1I — JOINT W MORTAR PROVIDE j: "GAS TRAP' TEE W/ TOP END - s CAP AS SHOWN AT OUTLET . � . •1 . , .. ONLY f - . . 0 I I INVERT OUT ELEVATION .r .I_� - - . , ,.. II 1 � ,.. ; ,....�1 , I 1� c,.'", I I . - ,. , .1 . A�- I 4 PRECAST. WNC CATCH BASIN �V FEFWR� 0 ,t7 ; . 09 . Q� LAL! DBTDE SLOPES 0 I IN S - 0 - � 6 r LONGITUDINAL SLOPE Of 0 0 - y. A 1140 HIGH 'CAPE COD' 5TYLE < , . I0 a- - SURB - BIT CONC CURB w 6 a . �. . 41.50 Icl.67 - . , �. U z � 4 . . BIT CONC PAVING SEE - hr �- I , . . . _ . �� e. -� PLANS FOR THICKNE55) - * . b z V . . I , . K N r t nN19H GRADE 9 - , a - � , c 1 A 0 A PERFORATED - .VA I � PE UNDERDRAIN - e 0 : ;,... 1 l, I - JR. .4 . 0 ARI DEPTH OF - •., 1 � 4 � i . ; � IS Iw . I . . < tF1 UNDISTURBED SOIL 5UILCHNG 0 ,. � w NI j -1T I 00 F OUNDATION . r . i 2 to L o I I i I — I i 1— I I r-1rj,4 1 2R HASH ED - M - r 14, �ONE WRAPW/ , • . K . ' F . q , � . 1 ILTER FABRIC T- r . � 0 IAM� EP 60 - COMP GRAVEL BASE I. L jL . 1 .. ,. .. j- , ..- . * " 4 . . .I I � I— y,,, � ,_ GA RAF1 ., SASI1� DETAIL - N.T.S. � NOT TO SCALE SCALE- 1 1/2"-I'-O' W Z W .' - . HALL - . 4� ' SOUTH SI MILA . . I . . . . � LIZ � 41 . %-_� , - 1 ' . .. - i C .. - ." - 0z i - z " , - Z _ I - . , i.I . I, � I � � ,, ,.. 71 IT III' hI . ." %. , � . - 0 . X I I . < 1., . k GRANT - SEE SPEC . � I = 8 *,-. i � 1 r 11 j, SACUM, . .: 1 . .. I ""', � APHLT .. . N. 15 ON TH END OF �, NOTE. WEN HYDRANT E d ' . . THE LINE FIELD LOK GASKET' REQUIRED ON — Iz " `:. . � -. I" .1 L 21'-O' Of I TRAINED I , . .4 . I 0 PIPE UNTI PPE ARE RES Nl (PRIOR TO REDUCER)- " 2 �< { ., CONCRETE COLLAR z = z3 .. ,, . . l .. I, . . X . . . . . r. I PLACE AROUND VALVE BOX < = .: PRIOR TO FINISH PA VI b — — , _ 0 ' , - .. I N O c t= w � — > 0 . . � . wJ I . - I = O 0_ ASPHALT PAVEMENT �_ 3 — < ." . . . .. . . ES L - - SEE NOT w o I " . I I . - . - ) - " a . }1 - I VALVE BOX I . 1 - I . V ..:.' -- 1-.-, ..-I-,..�. � t: . I .1 I /PREFAM ' ? .." - " L MIRAFi IOOX WITH V-0' HIG 9% - , - FILTER FABRIC 4'-Op WO M v ; ' " " . . ?" . - . .- 1 STAKES 0 6 -4 O.C. - BURY . . PLACE 1/2* C.Y. MIN. WASHED . .._0- . .� . FILTER FABRIC 4 INTO TOP SOIL :. o . - .. . . OR BROKEN STONE AROUND HYDRANT DMN 11- . ,1; - . CONTINUOUS' HAY BALES LAID I. I - ,y - . . " " 0 0 < END TO END W/ 2 - IXI X48 . HOOD STAKES PER BALE - 0 0 0 0 1 1 60 VALVE TYTON JOI I�,� � , . L ) . 1 - L a . , < ; � I ._ , . I. . O�. .. _ t 1. . I . i 0 . I , I < � ,- . � . . 1 -II '$ . VI 1 WERE WORKING SPACE IS LIMITED, , - . - A DYHM S40 . . W/ RETAINER GANDS TO BEDE*t.- .1 L USEP ,;_ � - k HYDRANT TEE FIELDLOK GASKET ; T I I I 11.+ . ', . I . , � � I 6 D.1, NIPPLE PE X PE < 1 , . FtFLDLOK GASKETS . . . . .. I � - �. � . � . - - . , . - - .� . - I � � - � I - 7 , ' !.' . , 11 � --- . � 1 � ' � . I - , I I , � -. •_ I - i , 1 ^ - I I I I I LE-34l'-d". SCA1 I . I 1. . �- 1 NT � , 4 ; -I . .. � ; .. ; �. .' - -�L . k ' 4i? ' 'k.4. � ". . . . .. . '� " 1 " 4 _ . rI 1 11 _ � 11 ' ' , - , _ t �. ,� " '- 1 ( - �_ � -� .. I " "- ' - 7 1 . , , , 1I!-1 - ; ;� . . � p-k ; . ' , I I -i , _ I(�, �� , •� 1 I * .� I , t� �,Y , " � . , , - , , , L r: ," 1 � .. � 4 ,,. - - ". 1 ; - _ � , 4 .I ,�, �� ., ' " , , ;� .��, L I ;v� L ✓. 1:11, -�' " ,. I ., ..; - -, - `� rrIt ' , & I .. _ , .. . . .. .. '4 `Re ,`3r"1p�, .4','.'9 � .?k s�r"' -'�v6 � .3 , .. z. r .e ,.rn', 1 4 surf '„+eta. :�h�x x. �. -�� ,re.?�2. x c,.*y a ', �t- ��-r ,.�s ri i•4 •, } r., r e m,•r R _ _ , r _ .. .. .! ._ '�C � ',"�"_ .. a ,, 1.. .>,� .. d a .. .. i*"' lsrx , .t "cl. �' .. :„ .:� -.9B :Y-� a .} ".s .?t'r, .rf .} ,! ,.9. r is_ _ + .+•fc7:'- y�•f�p� ,' i r _ .."r` f. '"., .. .p+ AH. xk' �'- : -" k .' ir r s «. .%_, "r. .. < 3.. .'FT¢ ' F n "Z `a:" 1 �' 4. , x ':� x_ .. 4._, .W _e '¢y� ��$l i. a { >: ".'}. i�3'x. .ram.,y"�{ ., } 1 .7[ -r _ ,, F .�. -. .. .v.. o. �. r. 7'' �, -a .'Rµls.r :. .. -i ,: .+. 't'� W 'K'_� ,R-, z- y „YX .r. ...f. -.i," ,�/'_ :,l _.'f.. w r :.. w r- .,.,.%"'. ,+. ! ?'.F Y v r. r. >. fe :a,n_ t ....ys. t, :s,wJ ."¢ ,.'+•S'x: ': '�<rk - \ -�i�..- _'s .. GA'-i, - r "f _;'. .� -. roN ...a�ii. .e.::, _ .< .. _ ,.: .l Y .. . y+•��r 4 M .o !f..: P a ,.4. ... ... '. ,�. .4, .' v, .. rr. ,... „ '/' ,fi 1':E= P.,:�� ,''rs:% � ,gyp„"., �: '.�. "y�- ,'r� Y s - 4rt r r ',.. ?a, � 'Me S'` >., .. .. ..c .. _. -: it , ,..,.. ...-rr.. .S. 4: «�Y.. - A-. .:w,w • J • f. r _ n . , I. 1 - - :a , „- - - � DrMO tz/2Z�1?Y 9G a /1M ti 4 , n r+ } OTES " EG 'S IT - NEND _ • • : „ , 0 EXISTING CATBASIN : z. GENERAL 'SEE DRAWfNGS L.I01 F'0R S1TE' PLANPROP ,.i r ■ OSED CATCH BASfN SEE DRAWINGS LI42 FOR SITE UTILIT7E5 PLAN _ .. EXI EACHIN. r'ol STIKIG L G CATCH BASIN .r - '3 :- . . ,. -i - ., .' ' . .`•'•., ' - Ai SEELEACHING CATCH BASIN DRAWINGS L10'3 FOR SITE GRADING PLAN S L104 FOR SITE LANDSCAPING PLAN EXISTING HYDRANT WITH GATE VALVE SEE DRAINING _ SEE DRAWINGS L105 FOR' SITE DETAILS PROPOSED HYDRANT WITH GATE VALVE 5 ASSUMED SOIL BEARING CAPACITY, 4,000 P.S.F: PROPOSED POLE MTD LIGHT 3 r ` A u I STRENGTH DAYS j PROPOSED'GROUND TD LIGHT CONCRETE SHALL AVE A COMPRESSIVE STRENG OF 3,000 P.S.I. � 28 YS M - - .' EXISTINGr FLARED PIPE END W/ RIP-RAP PLUNGE POOL FIELD VERIFY EXISTING"CONDITIONS, PRIOR TO COMMENCING SITE WORK. . : - PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL FILL t BACKFILL FILL AND BAGKFILL SHALL BE PLACED IN LAYERS NOT EXCEEDING So IN DEPTH. • , D EXISTING FLARED PIPE END A T DENSITY OPTIMUM PROPOSED FLARED PIPE END ACKF LL LL AC O X ' MAXIMUM OF � MOISTURE CONTENT. 4 GRAVEL BASE A �• T EXISTING CONCRETE CULVERT ,c PROVIDE HICK BANK RUN GRAV15L BASE UNDER CONCRETE APRONS, PADS ` AND SIDEWALKS, GRAVEL SHALL BE COMPACTED 95% OF MAXIMUM DENSITY AT ' d PROPOSED CONCRETE CULVERT 5 � - OPTIMUM MOISTURE CONTENT. INCREASE THICKNESS TO 24" MIN. AT DOOR PA ON NORTH FACING WALLS. O STING <� EXI SANITARY MANHOLE � CONCRETE APRONS SEE FOUNDATION DRAWP45 9101 THRU 5104 FOR ADDITIONAL,CONCRETE APRON . :. . • PROPOSED SANITARY MANHOLE DS, 5 LK ._ PA IDEWA S PAD, SIDEWALK AND STAIR LAYOUTS AND DETAILS AND STAIRS D4 EXIST GATE VALVE ` a�,g4�tS`��. APROSI PAD AND SIDEWALK CONCRETE SMALL PAVE A +CbMPRESSIVE STRENGTH OF 4,000 P,S�I B 2$ DAYS. �. D4 PROPOSED GATE VALVE I 4 `ti CONCRETE APRONS; PADS, .AND SIDEWALKS SHALL BE 'REINFORCED U5fNG I -----� CAPPED PIPE END I,z4 w LAYER 6'X6"-W4.4XW1.4 W.W.F. ,REiNFORCtNfi MESi-I. h • - ' _ - - ` --•DQ3 GAPPED PIPE END W/ GATE VALVE � ;-y � ISOLATE APRONS PADS-AND SIDEWALKS FROM FOUNDATION' WALLS AND PIERS USING 1/2" THICK CLOSED CELL POLYETHYLENE FOAM EXPANSION JONT FILLER. EXISTING UTILITY POLE l APRONS, PADS AND 51DEWALKS 514AL L HAVE A FINE BROOM FINISH WITH Be PROPOSED UTILITY POLE 10 N * TROWELED EDGES U.O•N., F HANDICAPPED PARKING 5PACE APRONS,. PADS AND 5#DEHALKS SHALL.WAVE TOOLED CONTROL' JOINT5 AT A ® 00 MAXIMUM SPACING OF '-Cl O.C. U,O.N. TEST PIT ! /��1 I- 00 . �� * r Tx TRANSFORMER PAD N n ALL REINFORCED CONCRETE. WALKS SHALL, BE 5 0 WIDE, , `THICK AND HAVE ❑ J a r, t INTEGRAL CURB SEE PLAN FOR DIMENSIONS AND OVERALL LENGTH OF WALK I" Lo Lo TREE LINE _• CONCRETE STAIRS SHALL BE POURED IN PLACE WITH EMBEDDED SLEEVES FOR PROPERTY LINE PIPE GUARDRAIL _ .� _ r �" : u BIT PAVING' SITUMdNOU5 PAVEMENT SHALL 15E PLACED IN TWO LAYERS U.O.N. WITH EASEMENT LINE _ g 2' T 'BINDER* M D I' <% MASS. MIX".D.P.W.P L PAVING .- EL - EXISTING ELECTRIC SERVICE CURBS HICK BASE' COURSE OF M W CLASS ° D IX AN C THICK. TOP COURSE OF CLASS [SEE SITE PLAN FOR IOTA .: • t DEPTH] .�.,...�EL,,,,,,I,,,..- PROPOSED ELECTRIC SERVICE , Z BITUMINOUS CURB 99ALJ. BE MACHIN FORMED USING MASS, STATE DPW, F� --E— — EXISTING SITE ELECTRIC GLASS ["TENSE" MIX. SEE CURB DETAIL. SPLAS 4 PADS RIP RAP PLUNGE POOLS SHALL BE APPROXIMATELY 34 SQUARE WITH A SINGLE E PROPOSED SITE ELECTRIC „�. Z r STONE RIP RAPLU PI+G '' LATER OF 6" TRAP ROCK . - T - EXiSTlNG TELEPHONE LINE POOLS SPILLWAY HON W Z QL '- " WI " C S ADS USING 3/4" - 1 1/2" W F- _ PROVIDE CONTINUOUS LO 0 DE X S TRICK PLAS1-f P NG Z 11—T-.-- STONE. Z PROPOSED TELEPHONE LINE Z I/j L1 p _ t WASHED C7 Q Z U . _ - - XfSTIN - AT LINEQ. . t „ DRAINAGE SEE DRAINAGE STRUCTURE SGHEDLILE AND DETAILS FOR ADDITIONAL. Z J O T '. :,. . .. . _. STRUCTURES , : 'INFORMATION,, DRAINAGE STRUCTURES SHALL BE REINFORCED PRECAST PROPOSED WATERLINE G Wd V) CONCRETE .� - EXISTING GAS LINE - - - -- , _ --G- EX �-- DRAINAGE PIPING DRAINAGE PIPE 514ALL BE SET AT A D SX`SLOPE U.D N , ' RAINS SMALL BE SIDR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED PR GAS LINE 4 ROOF D -----G---=-- PROPOSED E .JOINTS. PROVIDE FITTINGS ANO CLEANOUTS AS REQ'D. - _ -SAN- . EXISTING SANITARY SEWER LINE I- t; A CORR ATED MOOTH WALL POLYETHYLENE SEWER - STORM DRAINS 51rtt L�. BE UG 5 -----5AN--�- - PROPOSED SANITARY SEWER LINE O ' REQ`D - : g o AS INDICATED ON THE SITE UTILITIESI PLAN.• P-PIPE WITH SPLIT PROVIDE FLARE Z En END SEGTEONS: - - - , -ST- EXISTING STORM DRAIN LINE ffi <. SANITARY SEWER SHALL BE SDR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED PROPOSED STORM DRAIN LINE - •P - JOINTS. SET' AND BED PIPING IN ACCORDANCE WITH MUNICIPAL D .W �Q STANDARDS.. SEE DETAIL. �G PROPOSED CULVERT LINE - = - z 3 n a INFILTRATION AND FRENCN DRAINS SHALL1 BE 8 PERFORATED 'CORRUGATED PROPOSED ROOF DRAIN LINE Vr 4 ` POLYETHYLENE PIPE. SET PIPE IN A CONTINUOUS BED OF HASHED STONE. - J - ,r. - SEE INFILTRATION AND FRENCH DRAIN DETAILS. — PROPOSED SLOTTED DRAIN LINE _ WATER SERVICE WATER SERVICE- SHALL.`BE CLASS 52 DUCTILE- IRON PIPE WITH PU5N-ON_ ., , --�-�-FD—� PROPOSED FRENCH DRAIN LINE � � -, >"� - JOINTS. PROVIDE FITTINGS AND CONCRETE, THRUST BLOCK5 A$ �W , ' GASKETED _ � - REQUIRED. --1 PROPOSED INFILTRATION DRAIN LINE W J " w - . J C] 280 EXISTING CONTOUR LINE - lb U s' _ PROPOSED CONTOUR LINE 320 Of'OraEW� t GOD DIRECTION OVERLAND WATER FLOW - , 461,01 EXIST114G POINT ELEVATION J, I 4b .0 PROPOSED POINT ELEVATION a , co 2342 Ljo r • r r , Y• i , e r - n , h r , , v. , r •9 , • ' t • m n a , n . - , r , i , t , f • r ,J : , Y y f r : : s. , :i -. :. -... I .. .. ..{ • ,-, a :--: :. :,, ,- ; • _ _,. :}" .,. - _ ._ ; h , - w r l ..c,.'.. .`Y -.: •:- S , .. .. - 'I ,, a '. .- .. - .. .' ... _. .. ... ,'.-. § - * _ ., xx ,, . . ,. .fir ''. , -r•, ':.-: :f- _ r• 1. ..: ,. ,.• :, , - _. . . .. .' ., .. '., : .'. .. '.. ?t s ,. - . _ : - _ _ y , .e.. -. -. _.St- .,• :,: _. .,_.., :- -.. s�: Jy, I 1. _ .,.. -, wY .� h, ♦ - - - f` 6 E R, a v- ) - .. _ t ..._'._.. ,... y' ., ... .. _'.:, .. ..... .. r... . :...:.. ... ...J.,a...,..,.. ...•.,. < p, ,,..._ : .., _. __.._ _.. ..:......r._...•.._,.. _ rF�-, _ :.._.._ . ..>>w .._., _ t_... _ ._ ___... _ .c'�,..,._,rin... _. r c ,: , .-. ._ _, .. .. . _ _.. ._ _ ,. .__ e: ._ ,: ._ .. .. .> ., r DWG 11/8/99 8:28 AM 5L) ILDING CODE RF-\/ I F. A ABBRE11471ONS THE BUILDING AS DESCR#BED BY T�IESE DRAWINGS MEETS OR A U -- ABOVE FINISH FLOOR ALUM. -•-- ALUMINUM EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE APPD. — APPROVED STATE BUILDING CODE AS FOLLOWS: APPROX. — APPROXIMATE BRG. — BEARING BUK. --- BLOCK BLKG. — BLOCKING RD C�4AF7`_R 3/4/5/(o B DG, — 5JLDI G G.B. — CATCH BASIN NEW ADDITION FOR , JSE GROUP 5-1 MODERATE HAZARD STORAGE CLKG. — CAULKING C.I. — CAST IRON TYPE OF CONSTRUCT{ON 2C NONCOMBUSTIBLE/UNPROTECTED CLG. — CEILING ALLOWABLE BUILDING AREA UNLIMITED PER SECTION 504.0 CTR. — CENTER CL — CENTER-INE ACTUAL BUILDING AREA 231868 SF NEW + 1621292 SF EXIST.= C.O. --•- CLEANOUT 186 160 SF TOTAL CLR --- CLEAR r CLO. --- CLOSET ALLOWABLE SUILDING 1-,E'GHTI 3 STORIES - 50' PER SECTION 503.0 CTD. — COATED ACTUAL BUILDING +4EIGHT 28'-9" EAVE HEIGHT C.N. -- COLD NATER COL. — COLUMN i4ANDICAPPED ACCESSIBILITY FULLY ACCESSIBILE COMP. — COMPACTED SCHOOL SPECIAL CONC. — CONCRETE CON ) CONS — C A P T ?R CONTT CONT NUOUSON CONTR. — CONTRACTOR G.J_ — CONTROL JOINT FULLY SPRINKLED W T�-•I ACCORDANCE WITH SECTiON 904.0 CORR. — CORRUGATED CrIP — CORRUGATED METAL PIPE D.L. — DEAD LOAD 101 ALMGREN DRIVE DET. — DETAIL C�`-IA�•T �R lO REQUIRED PROVIDED DIA, — DIAMETER ED � G DIM. -- DIMENSION DN — DONNAGAWAM NUMBER OF OCCUPANTS --- 150 DNG. --•- DRAIN ' MA , NUMBER OF EXITS 2 MIN 7 TOTAL D.I. — DUCTILE IRON LENGT�4 OF TRAVEL 250' MAX 250' E.K.C. — ELAECTRfC NATER COOLER ELECT. ---- ELECTRICAL ELEV. -- ELEVATION EQ. — EQUAL EDUIP. — EQUIPMENT �] /� } CHP ATER ' 3 REQU! E.F. — EXHAUST BAN D I�l^'1YV NG # N D �X RED PROVIDED EXIST. ---- EXISTING U R U R E.J. — EXPANSION JOINT EXT. — EXTERIOR ROOF ENVELOPE .056 18 .05 20 F H — FINISH DWG DESCRIPTION WALL ENVELOPE 085 11 .8 .07 14.2 F.T. — FIRE TREATED FLR. --••-- FLOOR F.D. — FLOOR DRAIN I I FLOUR. — FLUORESCENT C -27 t"(A P T E.R (o FTG. — FOOTING ' FDN. — FOUNDATION Aj� GA. --- GAUGE ROOF SNOW LOAD 35 PSF GAL. — GALLON i AGAWAM REGIONAL -� 1 ROOF DEAD LOAD 4.5 PS GALv. — GALVANIZED INDUSTRIAL PARK ROOF COLLATERAL LOAD 3.0 PS GR. — GRADS i AGAWAr-1 iMA. } ' �!� ._� �` f = ;""_1, WIND LOAD 70 MPN - EXOOSJRE B GYP. — HEIGH7 SEISMIC LOA . — A �YT"' PER SECTION '113.0 H P S. HGH PRESSURE r ' ,14 HOLLOW METAL HOR1 — HOR2ONTAL = -- T `'" �• +�.vN' — HOT WATER i iYD. ----- HYDRANT „� k t s+ i:r < '•`• 1 N. — 1 NCH NCL. ---- INCi-UDING INFO. — INFORMATION I.D. — I.NSIDE D{A`1E—ER INSUL. — INSULATION IINT. INTERIORZON NG REV E �� I P — IRON PIPE INVERT ✓- 'i � �' �,-, c 't '', f_a s JT. — JOINT TIE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR LAv. -- LAVA--oRY EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE L.C.B. -- LEAG.-LING CATCH BASIN LG. LENGTH/LONG LT. LOCAL ZONING ORDINANCE AS FOLLOWS: - - LIGHT LIN. -- LINEAR L.L. — LIVE LOAD ' I ( 1 z PROPERTY LOCATION 101 ALMGREN DRIVE AGAWAi'I MA. PARCEL G-1 L.P.S. -- LOW PRESSURE SOD'U' I 1, ; ,— M.H. — MANHOLE MAN. — MANUAL r M-O. — MASONRY OPENING ZONE !NDU57RIAL A W/INDJS R►AL 'ARK PROr: EC7VE RESTRICTIONS MAT'- --- MATERIAL �7�,1 �A�X MAX — MAXIMUM ITEM REQUIRED PROVIDED MED. — MEDIUM MEZZ. — MEZZANINE LOT SIZE 1 .5 ACRE MIN 14.69 ACRES MIN. — M'N'Mur^ PROJECT LOCATION MiSG. — M15CE-L-ANEOUS LOT W i DTN 100' M N 648` ± M-R. --- MOISTURE RESISTANT LOCUS PLAN MTD. — MOUNTED LOT DEPTH N/A 808I ± N.I.C. — NOT IN CONTRACT FRONT YARD SETBACK 75' 1 I!N 75' EX. NOM. — NOMINAL N.T.S. --- NOT TO SCALE SIDE YARD SETBACK 45` MIN GO' EX. No. — NUMBER REAR YARD SETBACK 45' MIN 130' NEW OFF, — OFFICE O.G. — ON CENTER PAVED AREA 238, 681 SF MAX 93, 055 SF EX+61 625 OPNG. — OPENING SF NEW-99 680 OPP. -- OPPOSITE O.p. — OUTSIDE DIAMETER SF TOTAL OVHD -••— OVERHEAD BUILDING k- EIGHT 30, MAX 28'--q ' EAVE SIT PTD. — PAINTED PNL. — PANEL09v!6 � 1 PERCENT COVERAGE 50% MAX 29% TOTAL PART — PARTITION 1 P A 1 MP -100 134 X. EMPL/(o HC PERT — PERFORATED - OFF-STREET PARKING PER .5 E L E ow. st PERP. — PERPENDICULAR OFF-STREET LOADING 1 LOADING DOOR 12 EX. + 4 NEW PL. LAM. -- PLASTIC LAMINATE LOADING DOORS PL. -- PLATE ';; 1�9� PLY. — PLYWOOD x9 LANDSCAPING PER WADC SEE DWG, L104 P.5.F. — POUNDS PER SQUARE FOOT P.S.I. — POUNDS PER SQUARE INCH P.T. — PRESSURE TREATED : SNe� �-ISOL R — RADIUS� REF. — REFERENCE RE:NF. — REINFORCED R.C.P. — REINFORCED CONCRETE PIPE REQ.'D — REQUIRED r' . ' i' ""�: CONCRETE BLOCK WOOD TRIi`1 RET. — RETAINING *� -' sl REV. — REVISE yF;•' �E4 ..:.' �\ "� R.D.N. — RIGHT OF NAY RM — ROOM R.O. — ROUGH OPENING ® BRICK ® PLYWOOD SAN. -- SANITARY Ilz t S.M.H. --- SANITARY MANHOLE SCHED. -- SCHEDULE BATT INSULATION EARTP S.S.T — SERVICE SINK SEW. -- SEWER BHT. f SDG. - 5iDING I I I I 111 11 11 11 I I I I I I I 11111111111111111 111 I I I ENGINEERING ; " SIM. - SIMILAR TH CONCRETE BLOCKING sQ. D^ }: r — SQUARE ST, STL. — STAINLESS STEEL I STD. — STANDARD PLANNING �� ,. 1� �� STL. — STEEL 9 IE S s .. STO. — STORAGE ' ........ __... GRAVEL ® STEEL - C C� N T R U C T I �� .: ` ST. STORM STR. --- STRUCTURAL Cu f`y1� Yg tom- SYS �"'`� SL STRUCTURAL LINE S� 1 �r TEMP. — TEMPERED AL fi c� i►�/C�� RIGID INSULATION XX WALL NUIMBER TWK. - THICK IHNINIIIIHN M P AN Y SINCE 1955 S •L I 1 4 4 1 1 TYP. --- TYPICAL S� U.O.N. - UNLESS OT4 fERWISE NOTED U.G. — UNDERGROUND yA xxxCAL XX DOOR NUMBERVTRR. — VENT T. I THRU ROOF xxx SECTION INDICATOR V.C.T. — VINYL COMPOSITE TILE N.C. — NATERCLOSET B U TLE R XXX ROOM NUI"�B.ER. N.H. — WATER }4EAZER W.W.F. — NELDED HIRE FABRIC XX INTERIOR ELEVATION W, - NITH BUILDER WINDOW NUMBER wD. - HOOD DWG 11/8/N &28 AM Bu I LD I NG CODE REVIEW ABBREVIA71ONS THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR A.F.F. — ABOVE FINISH FLOOR ALUM. — ALUMINUM EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF TIE APPD. -- APPROVED STATE BUILDING CODE AS FOLLOWS: APPROX. -- APPROXIMATE BRG. — BEARING BLK. — BLOCK BLKG. — BLOCKING BD. BOARD CHAPTER 3/4/5/(O BLDG. — BUILDING ■ C.B. — CATCH BASIN NEW ADDITION FOR , USE GROUP 5-1 MODERATE PAZARD STORAGE CLKG. -- CAULKING C.I. — CAST IRON TYPE OF CONSTRUCTION 2C NONCOMBUSTIBLE/UNPROTECTED CLG. — CEILING ALLOWABLE BUILDING AREA UNLIMITED PER SECTION 504.0 CTR. — CENTER CL — CENTERLINE ACTUAL BUILDING AREA 231868 SF NEW + 162,292 SF EXIST.= C.O. -- CLEANOUT 186 160 SF TOTAL CLR — CLEAR ALLOWABLE BUILDING NEIGPT 3 STORIES - 50' PER SECTION 503.0 C D. -- COATED ACTUAL BUILDING NEIG1-IT 2B'--9" EAVE �IEIGNT C.W. — COLD WATER coL. --- COLUMN 1-iANDlCAPPED ACCESSIBILITY FULLY ACCESSIBILE COMP. — COMPACTED SCHOOL SPECIALI"m""Y On ) NCN CONC. ---- CONCRETE GONST. --- CONSTRUCTION Gt4AF7EF, q CONT. — CONTINUOU5 CONTR. — CONTRACTOR C.J. --- CONTROL JOINT FULLY SPRINKLED 1N 1 TH ACCORDANCE W 1 TN SECTION 904.0 CORR. — CORRUGATED CMP — CORRUGATED METAL PIPE D.L. ---- DEAD LOAD 101 ALMGREN DRIV DET. — DETAIL C+�APTR O PROVIDED DIM, — DIAMETER REQUIRED '! DIM. -- DIMENSION DN — DOWN DR. DRAIN AGAWAM MA NUMBER OF OCCUPANTS -- 150 DWG. — DRAWING ' NUMBER OF EXITS 2 MIN 7 TOTAL 1).1. — DUCTILE IRON ■ EA. EACH LENGTP OF TRAVEL 250' MAX 250' E.N.C. — ELECTRIC WATER COOLER ELECT. --- ELECTRICAL ELEV. — ELEVATION EQ. — EQUAL EQUIP. — EQUIPMENT C�APT�R . 3 REQUIRED PROVIDED E.F. — >=xHAUST FAN•---- �,7 I � EXIST. EXISTING D I`A YV I N G J i N :) EX U R U R E.J. -- EXPANSION JOINT EXT. -- EXTERIOR ROOF ENVELOPE .056 18 .05 20 FT — FOOT/FEET DWG DESCRIPTION FN. — FINISH WALL ENVELOPE .085 11 ,8 .07 14.2 FIT. — FIRE TREATED FLR. — FLOOR F.D. --- FLOOR DRAIN C�A F7 E R 1 (o FTG FLOUR — FOOTING FLUORESCENT t FDN. -- FOUNDATION GA. — GAUGE f ;= ROOF SNOW LOAD 35 PSF GAL. — GALLON AGAWAM REGIONAL ) ROOF DEAD LOAD 4.5 PSF GALV. — GALVANIZED INDUSTRIAL PARK 1 ROOF COLLATERAL LOAD 3.0 PSF GL. — G �• "t= �?i GR. -- GRRA55ADE AGAWAM, MA. W#ND LOAD 70 MP14 - EXPOSURE B GYP. — GYPSUM HGT, — HEIGHT ,�` I' ; l SEISMIC LOAD PER SECTION 1113.0 H.P.s. --- HIGH PRESSURE sOIU^I H.M. — HOLLOW METAL HORIZ — HORIZONTAL H.W. — HOT WATER HYD. ---- HYDRANT '= 1ti� IN. — INCH -_�,�' ..•—.� rf - - �\ INCL. — INCLUDING INFO. — INFORMATION ,. I.D. — INSIDE DIAMETER l >'�__• �I`� '-~ INSUL. — INSULATION ZON I NG RE\v1 I I/ V INT. - INTERIOR I.P. IRON PIPE" -'� INV. -- INVERT �= s '� �;�` '�� ► THE BUILDING A5 DESCRIBED BY TPESE DRAWINGS MEETS OR JT. LAV. - JOINT ►y` Qy ;. - } LAVATORY • 4 EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE L.C.B. — LEACHING CATCH BASIN LG. — LENGTH/LONGS LOCAL ZONING ORDINANCE AS FOLLOWS: LT. — LIGHT `I j ,{ LIN. — LINEAR L.L. — LIVE LOAD L.P.S. — LOW PRESSURE SODIUI"'I PROPERTY LOCATION 1ol ALMGREN DRIVE, AGAWAM, MA. PARCEL G-1 ' M.H- — MANHOLE MAN. — MANUAL ZONE INDUSTRIAL A W/INDUSTRIAL PARK PROTECTIVE RESTRICTIONS M�'L — MATER AL OPENING, 1'1' MAX. — MAXIMUM ITEM REQUIRED PROVE DED MED. --- MEDIUM MEZZ. — MEZZANINE LOT SIZE 1 .5 ACRE MIN 14.69 ACRES MIN' — MENIMUM PROJECT LOCATION MISC. — MISCELLANEOUS LOT W I DTH 100' M i N 648' + M.R. -- M015TURE RESISTANT LOCUS PLAN LOT DEPTP N/A 808' + MTD. --- MOUNTED N.I.C. ----• NOT IN CONTRACT FRONT YARD SETBACK 75' MIN 75' EX. N — NOMINAL N..T.T.S. — NOT TO SCALE SIDE YARD SETBACK 45' MIN 90' EX. NO. ---- NUMBER i OFF. -- OFFICE REAR YARD SETBACK 45' MIN 130 NEW O.G. --- O N CENTER , PAVED AREA 236, 681 SF MAX 931055 SF EX+61 625 OPNG. --- OPENING 5F NEWy99 680 OPP. - OPPOSITE O.D. OUTSIDE DIAMETER SF TOTAL OVHD -- OVERHEAD BUILDING HEIGHT 30' MAX 28'--9" EAVE PT PTD. ---- PAINTED p '1 PERCENT COVERAGE 50% r1AX 29% TOTAL PR — PANEL PA RT. -- PARTITION '� • ' ''� "� OFF-STREET PARKING 1 PER EA. 1 .5 E1'"PL=100 134 EX, EMPL/6 PC PERF. -- PERFORATED PERP. — PERPENDICULARt� OFF-STREET LOADING 1 LOADING DOOR 12 EX. + 4 NEW PL. LAM. — PLASTIC LAMINATEi�� LOADING DOORS PL. — PLATE PLY. — PLYWOOD LANDSCAPING PER WADC SEE DWG. L104 P.5.F. — POUNDS PER SQUARE FOOT P.S.I. — POUNDS PER SQUARE IINCH S`r �150L P.T, — PRESRADIU JRlr TREATED LEGEND R --- RADIUS REF. — REFERENCE RE!NF. -- REINFORCED R.C.P. — REINFORCED CONCRETE PIPE �,•� -:� REQ.'D — REQU 1 RED CONCRETE BLOCK WOOD TRIM REV. — RETAINING R.D.W. — RIGHT OF WAY -4 zg s R � RM — ROOM ® BRICK ® PLYWOOD SAN. — SAN TARPENING ' , C.it S.M.H. -- SANITARY MANHOLE SCHED. --- SCHEDULE SECT. — SECTION -- BATT INSULATION EARTP S.B. — SERVICE SINK F � SEW. — SEWER SDG. — SDI G ENGINEERING 51M. --- SIMILAR TH III II1I11111111111111111I11I1i111 »'";`:*'-'#: CONCRETE BLOCKING sQ. -- SQUARE II II11 I ST. 57L. — STAINLESS STEEL PLANNING STD. — STANDARD STL. — STEEL STO. — STORAGE GRAVEL STEEL ST. — STORM CONSTRUCTION STR. — STRUCTURAL 5L — 5TRUC7URA!- LINE SYM. — SYMMETRICAL RIGID INSULATION XX WALL NUMBER THKP — THCKERED 111111111HHHHII C0MPAN YSINCE 1955 TYP. -- TYPICAL U.O.N. -- UNLESS, OTµERWISE NOTED U.G. — UNDERGROUND xxx xx DOOR NUMBER VERT. — VERTICAL xxx SECTION INDICATOR V.C.T. — VENT COMPD°OE TILE W.C, — WATERCLOSET B lJ TLE R _ XXX ROOM NUMBER. W.a-{. -•-- WATER HEATER W.W.F. -- WELDED WIRE FABRIC xx INTERIOR ELEVATION N/ - NID 0 WINDOW NUMBER wD. — WOOD BUILDER mov 16 DWG 11/11/99 1:11 PA1 q7'-O" 22'-0" 240'-8" 59]-8" 5'-0" � o Vd 0 D D o 0 0 ` ° 35'R �35R R-1170.00' 1 P. AL1"1GREN r a L-I6s.g2 -- �R � DRIVE 535'31143"E D mo 30' WIDE DRAINAGE EASEMENT 486.151rT67'R - I �EY SIGN ^� 0 Q � m EXIST 5' WIDE WAS�IED 'r' Lu EXIST q'X20' PARKING SPACES _ t STONE 5PLAS�-IPAD N TYP OF 12 EMPLOYEE- LOT A) 1 1 I TYP OF 4 VISiTOR- LOT A l TYP OF 2 FCC- LOT A EX PARKING (SEE NOTE #1 LOT-A cv 5'R TYP / EXIST OFFICE / l L0 U.D.N. EXIST CAPE GOD BIT CONC CURB- TYP / \ .: EXIST CONC SIDEWALK i1 EXIST DRAINAGE EASEMEN � U �/ 4 DETENTION AREA , zxi EXIST 4" GONG PATIO I T " IT. EXIST 10' WIDE WASHED , I CONG PAVING \ , f oa 'i STONE SPLASPPAD LU / EXIST 5 WIDE WASPS EXIST CAPECOD i STONE SPLASPPAD BIT CONC CURB CO EXIST q'X20' PARKING SPACES f �'/ / �`� 00 (TYP OF 134 EMPLOYEE- LOT B) EX GONG APRON � 00 EXI5T WY20' PARKING W/ 5' ACCESS AISLE ' ~ J � � EXIST GONG SIDEWALK (TYP OF 4 �.C.- LOT B) EXIST GONG RETAINING WALL m °* EXIST BLDG. `—"—' FIN FL EL-Iq2'-0" j,/i 4—APRON 8 CONC7 o z � I , I CbQ 00 Ly-Q I 'i O o ►n O ` 0 � U F— � x /-� EXIST CONC PVAC PADS // I NOTES uj Z X EXIST 2.1/2" BIT, CONC PAVING /%`, �� w -- O I / , EXIST 3 BIT. w Z EXIST 10 WIDE WASHED CONC PAVING Z Z � W O ' STONE SPLASPPAD �'�^; U t Z U 1. TOTAL NUMBER OF EXISTING PARKING SPACES- 140 J O Z Q 4 VISITOR EMPLOYEE Z Z EDGE OF VEGETATED �� WETLANDS 6 P,C• ACCESSIBLE w U O _0 _ / ` 1— 537 18 4b l; /, ' NEW $" T1�K 2. SITE BOUNDARY DATA FOR LOT G-i TAKEN FROM 05.p0' i'�� CONC APRON j' 45�_0�+ a. A DRAWING ENTITLED "PLAN OF LAND IN AGAWAM < /; NEW CONC STAIRS �i% � � _ + Q MASSAr-PUSETTS"- PREPARED BY AERITAGE SURVEYS 100' ER LI E I INC. FOR WESTMASS AREA DEVELOPMENT CORPORATION r BUFFER LINE f NEW 10' WIDE WASHED s DATED APRIL 4 Igg6- NESTMASS DRAWING NO. ARIP-28. — ` STONE SPLASJ-IPAD j >0 > NOTE: REMOVE 1:2] EX15T —" Q ' CONC DOORPAD5 @ �'; o ` x 00 ' i , EXIST ENDWALL. SAWCUT EX — i PAVING cv Y NEW 30 IT. = O d ° --- _ - - GONG PAVING U I I — NEW ADDITION —_— , G8 ul w -- — — Iz w —_ FIN FL EL-1q2'-0" — — 3 W w _ w - -- - -- HYDRARELOCNT EXIST 6" R I PRAP W LLJ NEW CONC PAD �.�� EDGE OF STORM o� �^ �� SWALF- NEW CAPECOD DETENTION AREA- � D BIT CONC CURB TOTAL CAPACITY -- 68,500CF +� u u.1 0 • m t 4 4 r mN 1 O :m (Y — f -_ 1 A .' , �, „sue N35'48'3q"W N44'47'S5" 00 HET ANDS BUFFER LINE _ L-78 43' Q SPOEM4KER LANE 20` DRAINAGE EASEMENT APPROX EDGE OF TREE LINE 3d' 23 [TO REMAIN] �' _ �= 2q2' U) 1 4 1 J � R:a75 EDGE OF V1GETATEG WETLANDS f � Nqq�• 5 3°� �-' z Lu a to q5'-0" Boo-O" 65'-0" a' 125'-0" �] Igq'-0"± 306'-01, �3�,-5" �,/ 2342 SETBACK SETBACK 517E PLA TRUE NORTH PLAN NORT�I SG�L�:1�-501-vu 101 . DWG 11/11/" 1:10 PM IX HYDRANT EX 8' 5DR 35 EX TEL BOX EX GAS MAIN !� �- ,� EX CB PVC 3AN SEWER TYP OF 3 -GA5 GAS-- ____ INv-I88.o Ex I2' n.1. IX PIPE OUTLET -GAS- WATER MAIN W/ y' STONE RIPRAP IX 30' RCP CULVERTS INV-186.17 E7( UTILITY POLE y�AN- fir- .� ---SAM - -� EX Ca a� �W EX 12' RGP �W` -� -- �- rkV-186.52 f _ _�- -T-�L- �- -�r - ` --sA�-E� P A LrGRF -�-� - 1r D( IPE OUTLET f L EX PIPE OUTLET I I �-T s �` EX 12' RCP �- EL- W/ " STONE RIPRAP EX UG ELEG W/ 6" STONE RIPRAPI I� " �-- �- ST III I` EX 8 D. I. NATER STUB �� ' BAN EX PIPE pUTLE7 INV 188.83 SERVICE INV-187.72 W EX PIPE OUTLET -W-- _ EX 10' D. I. WATER LINE W/ G STONE RIPRAP W/ 6' STONE RIPRAP +1 --- � � �- -•�� INV-18q,00 �-�� EX UG ELEC �- - INV-186.24 -- 1 f � J IX�� iTl GONOUIT IN EX 6" PVC W -.�~- �� , ~�� EX 30' RCP CULVERT ( �t l _� 250W,HPS ESHOEBOX' SAN SEWER " W _� �� -�I ty l� GGG EXIS71NG DRAINAGE 57RUG7URES TYPE LIGHT Q EX 6 PERF ADS IN 5' EX GROUND MTD ` t - _ �- 1` WIDE STONE BED 250W MH LIGHt E( PIPE INLE y I I�N(vGU�CJV�T OUTL _� �- NUMBER TYPE DIAMETER RIM ELEV INVERT ELEV FRAME HT COVER ELEV SUMP EL PIPE SIZE TYP OF 2 + m I IX 4' CI 5AN SEYJER m INV-186.93 111�6D ADS I' EX 30' RGP CULVERT 1 - C5-1 CATCH BASIN 1ti TO 10' OUT FROM BLDG ST ST�.W EX PIPE OUTLET CH-2 CATCH BASIN - 1g0.50' 5.�.-+ee.00' w.-I87.aa' - - 155.83, SE-8" W-8" l^1/ 6' S+ONE RIPRAP i � � + u x /,% , , EC. CB-3 CATCH BASIN - 190.50 E.-187.17 W.-187.00 - - 185.00 E=S W=10 �I �1'1 / /�/ ,// / / %�' ' / / /i / i 8" ADS lNV+186.dD I �, /jj%,' / ,� ,! ';/•"+ /% /; /i %, /% _ ////� r 1.0% CB-4 CATCH BASIN - Ig0.50 E.-186.33 W.-186.17 - _ l ' ' � ' 184.17' 1< 10" N.-12' CB-5 GAS TRAP CI3 1gO.50' E.-185.67' N.-185.50' - 183.50' £=42" N=12" L V V V I I �� 11 �X ST OFF �� U.Q. TEL`SERVICE CB-b GAS TRAP CB 1010.00 N.-186.67 5.-186.50 - 184.50 N-6 SM5 / I TX � IN PvC CQNDUIT CB-7 GAS TRAP CB 1g0.00, N.-186.17' 5.w.-186.00' - 184.00' N=8" SW-12" r / _ TEL=,' W lo. a. I. GA RAP CB _ s.-184.67' - - 182.67' 5=10" u�� r' / / _T. 7 �-T- I CB-8 187.00 WATER LINE + tl 1 CB-q GAS TRAP CB 187.00 s.-184.67 182.67 5=10 _ W z �L EX 8' ADS r 0.332 �50LI0 A EX. -7 CB-2 T I � -tn12' ADS 1' _ _E_ DRAINAGE 57RUC7URES s I NUMBER TYPE DIAMETER RIM ELEV INVERT ELEV FRAME AT GOVER ELEV SUMP EL PIPE SIZE Ilk EX 6 ADS r 0.50% I EX a PERF ADS IN 10' /- EX PIPE OUTLET ' I' /�� i EX 8' PERF ADS IN 5' ' +I� I W/ 6' STONE RIPRAP WIDE STONE BED WIDE STONE BED / INV•185.50 1 " I 1 CB-10 CATCH BASIN �48 187.00 W£5T 184.84 8 186.00 182.00 12 WEST EX HYDRANT .' W/ GATE VALVE 1 EX UG GAS SERVICE / " D. i IXIST DETENTION AREA ® co WATER LINE LLJw Al lil C _g E( GAS METER /•' � i 'I Y. EXIST BLDG. i N07ES Ex lo' ADS r o FIN FL EL=Iq2'-0" ; I � �.•1 I I 1< �. h EX 2$0W WALLPACK ji I 1. PRIOR TO INSTALLATION OF ANY SEWER, WATER Z vP1 .sooADS OR DRAINAGE LINES, THE CONTRACTOR/ OWNER Q ca- l SHALL CONTACT THE TOWN OF AGAWAM'S ENGINEERING U I / 8 E( PIPE OUTLET DIVISION 786-0400 EXT. 275 NO PIPING/ APPURTENANCES in T NV0 ST E RIPRAP 1', WILL BE INSTALLEDOR BACKFtLLED WITHOUT PERMISSION Z U ] Ln I,.I 4 // // I I , OF THE DIVISION. Ix z 0) I W O 2. NOTIFY TOWN OF AGAWAr1'S ENGINEERING DIVISION OF LOCATIONS AND DEPTHS / INVERTS OF ALL WATER STUBS. Q W Z U Q CB-4 _ ' EX 8" PERF A IN 10' / ' EDGE VEGETATED Ld O DS U W WIDE STONE BED / I WETLANDS Z EX 12' ADS 10.33 I / / I la ADS y __ F- IX. C15- I I EX i PIPE OUTLET/ EX 10' D.I. WATER I W/ 6 STONE RIPRAP Q INV-184.50 + 100' WETAND5 _ >- I ;IE BUFFER LINE _ O // �EX 250W HPS I V) IS) WALLPACK EX 12' ADS R 0.5% II f,�,'� NEW 26OW HPS �' 17YP OF 4 r 1 (� lid S I ! / // WALLPACK / j SOUTH SIDE] ` CL Z EX PIPE OUTLET W/ " 6" STONE RIPRAP I / / / / i / / , /, / // / ",/ i /' / / / W i R MOVE EXIST FIRE - < EX 6 CLAY ST DR INV 85,33' /l �/ '' ' / / /� H DRANT t GAP PIPE Z Q REMOVE CAP 1 EXTEND _ - -- 6" D.I. WATER LINE T Ex. CB-5 S� CO-]] + 1} U OLL = I l w A - =� i Ne DDiTioN w I - ILL - 2' 00.5% FIN FL EL=1012'-Ou -- --- W �-= UJ _ INV- 184.50 J W/ RIVER STONE UU P UNGE POOL _ Q U RELOCATE FIRE +--f�(15T 6" STONE RIPRAP w rr' - • 1 r. \ I HYDRANT EX.4' 8" SOLID PIPE I EX 6" ADS r 0.5X PIPE CYUTLET Sy,IALE EX e" SOLID ABS -- -- _- - 4-- UNG L TO REMAIN INVP184 50 LET INV-185.33 PERF PIPE W/ T EDGE OF EXIST EP I PIP ` PIPE OUTLET W/ 6" fY PIPE INLET 10' WIDE WASHED i STORM DETENTION AREA 1 W/ e'PER PE- E 5TQNH RIPRAP INV-186.00 STONE SPLASH PAD 4 2 r PIPE OUTLET (SEE DE"C.y1GISY �^ • TOTAL CAPACITY- 56,500GF ADD 10' WIDE WASHED INV-185.33' EX 8 ADS � 1 STONE SPLASH PAD W/ 6 STONE RIPRAP INV-164.33 / CSEE DET. L10610 �- 100' WETANpS i � EX INyERT- 181.17 _�_ �� - �-ram �~ ___- -�� - .� r,-r-�-•�"'�'��, . 15UFFER LINE EX 12" CLAT ST DR ' • • ' SILO MA<ER LADE Lu s '•' �� r EXIST $WALE [TYPI (L EDGE OF VEGETATED WETLANDS =- 1 __�-"'� INLET OF EX 24' CULVERT INV- 17$-44 � 23�42 ~* ° '* IY PLAN TRUE NORTH PLAN NORTH DWG 11/11/99 &14 AM a2 o O EX PIPE OUTLET Q Q O H/ 6' STONE RIPRAP 0 0 -- — INV-157.72 1 O 0 V PIPE OUTLET A L f D-- --- -- -- 0 W/ 6' STONE RIPRAP C�R EN D R(VE - -- -• 1~ _` __ _ INV-,Bi.00 E?( PIPE OUTLET ____ _10 TEST P I T DATA (APRIL 161 Gl°I�o ) W/ i STONE RIPRAP ~ NV-Id<i.00 w� � �_ _s s EX PIPE OUTLET - � - � 190.50 W/ 6" STONE RIPRAP -- `-- ~- �� -4- i 187 - ` �-- I EX PIPE OUTLET EX.-CBI W/ 6' STONE RIPRAP IX PIPE INLET I �wcutV_FRT GRADE=IBB.Bb GRADE=1B7.12 GRADEF1B8.gbINV-156.33 RIf1-190.50' 19117' ,NV-186.24 OUTLETs�� -- -� It 12" TOPSO L 12" TOPSOIL 12" TOPSOIL RIM f90.00' I 1 9 lql q1 Ig0,i7`,+ > J EX PIPE OUTLET y / H/ 6" 5}ONE RIPRAP + - I / ' % /', '. / / / I ! / INv-156.r� 45" YLLOWI5�1- 24" YELLOWISH- 24" 'IELLDWISN - 19o.7S' /i �� / �/// // /� /�; t I � BROWN SANS BROWN SAND BROWN SAND 14 1 f V V V V Y .•�j EXIST OFFICE // I WATER TABLE WATER TABLE / �_ 191.25 � � / I 19:.17' 19,.1T / / �7 '�/ / I WATER TABLE 18�4.#2' f85.g6' GRAY SILTY SAND GRAY SILTY SAND GRAY SILTY SAND �c 1 //j 190. y MOTTLED W/ CLAY 1BB.06 p ' TF1 TF2 TF3 RIM 190.00' to I, RIM.Ig0.50' 90.17' L• � , \00 II 190 �r %,%"•, / ' I I / /EX PIPE OUTLET f I S W/ 6" STONE RIPRAP r qo � INV-,55.50 y 1 �'', 141 17 ll �, i 4 0 CV / TP-3 11 j ,df _1Bq ® co 00 1 ! �1 w N tf}I ' , EXIST DRAINAGE EASEMENT �, 188.00' 185.00' I � � +M DETENThON AREA m E EX. G>°U-'l / E� EiX.E OF VEGETATED 184 r— I � I .1<i0.50' '.`�� /��'j �� WETLANDS ,, EXIST BLDG. 1 Y FIN FL EL=192'-0" / l 187.50 + 100 17' � m y Z — ��' -1 / o f ' EX PIPE OUTLET NV 6154 50 E Rt P Ek CB-8 RIPE-187.00' LLI �-, LLJ o W 0 1 ' 1 / / I �- / !� 157,50' + , Q O Z Q . B 1� z 1 t8� w I U V) 11I. e 0 �- _ I_ TP-2 I / C9-4 �, EX PIPIS OUTLET CL I I W/ 6' STONE RIPRAP Q RIM-187.00 ii �YNV I&4.50 � +185.50' 1&5.33 I 191.1T �; ,• �.' �� I� � w A I1 / 0 (7) 18 .50'+ x II 1 -` 1�1 r /// / '; HAY BALES e SILT / l (j W I T 1 1 // /^ I FENCE- 5EE DET ON/ 1 n Z_ i I / I 'DWG L105 1 L}r i 1 1 y' z z �/ 185.17' CB-�-�I _ _ _ 188 00 I I I 1 1 i O 1 y _ _ sO EX PIPE OUTLET 1 I R,M=I90.50 - - ---- — - -_� I i CB-10 I W W/ G' STONE RtPRAP � I ! �' __ RIM-f87.00 � � � INV.155.33 \ — INV OUT-I&1.83 I tIcn 1 t FIN FL EL=1S2 _0 I .00 185.00 I \ - 1 1 I � �wa W EXIST 6" $TONE RIPRAP \ -- U UJ / --�� EX PIPE INLET PrPE OUTLET � — 154,33'+ G STONE RIPRAP ! IPE OUT + INV-184.50 INV-1 .33 1r ,r �• �` ` I�� / W/ 6' STONE RIPRAP 184.67' � � f+ INV-155.33 PIPE~ INLET INV-155.00 --- r r. `• 14u 7— -� EXIST STORM DETE,�TION AREA TOTAL CAPACITY- 51 5000E �- - — �•�� / ' — `' — -.. 20' DRAINAGE EASEMENT . � •~ 100' W ETAN D 5 � i •� �- .�-� • ' -� • ' ` 1 .- BUFFER LINE � � _ � • ' � 'r. r • . • �� S440EtIAKER LANE . . EDGE OF VEGETATED .�� •< � � / � � WETLANDS 187 -- -- 1,- 1 EXIST SHALES [TYP] 0. Elf CULVERT INLET FLOW LINE @ WEADWATER L] OF liXlgT SHALE- 182.58 517E GRADING PLAN 23�42 TRUE NORTH PLAN NORTH SGALE�i"=50'-Q" L103 DWC 11/11/99 &14 Aid D O Q d O O O ALMGRFN DR1VF r- 0 �-EXIST SIGN MAINTA4NED LAWN -- — _ � - f I W/ PLANTING BED SEXIST PLANTING • BED @ YARDLIGPTS • 1 t *40 •••t •M• ••• 0•• ••*�. ••• • 400046 •Sr • • 1I� — • 1 V V Zv , ••• ;�'� :z EXIST OFFICE.. . . . . :. . �/ . ,I U I � /� // i � ,I • it � ,/ � � "l' "� "'"�r EXIST PLANTING �— BED @ BASE OF LIGHT POLE [TYP OF 4 LID NOTE: ALL TREES AND SHRUBSARE EXISTING. I O fV Ln co +,I�,� ` �i' • �� 11J II y L� co W N LIMITS OF MAINTAINED NOTE: FINE GRADE AND SEED ALL AREAS }J 0 N Lo LAWN I OF CONSTRUCTION J m r--,� C) r� r7 EXIST PAVINr, EXIST BLDG. i"j' LIMITS OF VEGETATED 4• �'/ FIN FL EL=Iq2`-O" WETLANDS II O i -- ------� / a U z lam, ! D VEGETATED WETLANDS >< W Z � T O ,1 I 1 Z (n W o W ` z O Z Q o < ---ii / � I I % 100' NETANDs BUFFER L{NE Z CL o= NEW PAVING III — w NEN ADD170N —__-_ --_ i I � -- — W w J FIN FL EL-ig2'-O" _ - j w EXIST STORM -- — i_- - -- Y � I - — -- _ NEW Zy p U WATER DETENTION I T �- - -=�- --- - SPLASHPAD AREA f .._. -- r am —� - ---- _--— ----- t�Ayy*�'TJO4 -+, �` W I _— - � MAINTAINED LAWN �� + v I LLI 1 Q 0 BU FAT EiR LINE � _ = LAND VEGETATED WETLANDS _ APPROX EDGE OF �- TREE LINETO REMAIN] EDGE OF VEGETATED WETLANDS - f J 1* $ 17E LANDSCAPING P N . TRUE NORTH PLAN NORTH 2%3426 L104 DWr, 11/8/99 toast AM SEE DRAINAGE 57RUCTURE SCHEDULE FOR DIAMETER, FRAME DEPTH, DRAIN PIPE REQUIREMENTS RIM, COVER, INVERT, AND SUMP ELEVATIONS TYPE "F" CATCH BA51N FRAME uj AND GRATE AS REQ'D - SET n 21-00X2'-011 AND SURROUND FRAME WITH ul MORTAR 37 a oc u- RIM ELEVATION BRICK COURSES AS REQ'D TO COVER ELEVATI0N PROVIDE PROPER RIM ELEVATION FLEXIBLE BUTYL .JOINT SEALANT Lu + . tTYP] Y � 3 ` z DRAIN PIPE AS NOTED - SEAL p :JOINT W/ MORTAR - PROVIDE "GAS TRAP" TEE W/ TOP END Y CAP AS SHOWN AT OUTLET ONLY 1-1/2" WASHED STONE Ln INVERT OUT ELEVATION PRECAST CONC CATCH BASIN a �00�0�✓00o�o0oVoO �0o�00 o0fl o00�003 �oOo�oOd-'o00�00o�o0a�o0oO ooO�oOo�O�oOo�oDavo0o�o00 > rn 00 0 00 O o0 0 00 O o0 0 o0 o a0 0 o0 O o0 o 00 O o0 o 00 O o0 O o0 0 00 o0 o o0 o 00 o 00 o 00 O o0 O 00 o 00 Ed —_ g ) O�O O O _ —_ — f 4 1/4" HIGH 'CAPE COD' STYLE I I-=III=E ICI -- o °oo ° oo i I=III=I I ICI I I;i I I=III=1 I =III= BIT CONC CURB t . I Ed EI I-i !-I _ `I I ICI I I=III=�_ I=III= I I 1 -oil _ } " - )�0 ° �o-p ° 0co,,-.� = =III— BIT CONC PAVING (SEE )0 Opp�j° op0 000 p „ PLANS FOR THICKNESS) S AIDS PERFORATED n o� 00�0,( PIPE ° FINISH GRADE 0 N + f SUMP ELEVATION Ln co 2�_0„ BUILDING ° t\ 00 UNDISTURBED SOIL FOUNDATION J o N n 11 IlII IIIII IIIIIi III III b" DIAMETER b" COMP GRAVEL BASE --'�---' Z O GAS 'RAF CA7GC 4 SAS I D ��"A ! L SFLAS� FAD DE7A I L CURS DE7A I L Z � M NOT TO SCALE SCALE:3/4"=I'-0" SCALE. 1 1/2"-1'-0" W Z cr W Z f— _a Z z m W Z U Z Q 0 Z ¢ w (I U V) z Z Q U Q Z Z� O Uo _ >- (41 W J = o� W 0 X � V PREFABRICATED SILT FENCE - MlRAFI 100X WITH 3'-0" HIG+4 FILTER FABRIC 4 4'-0" WOOD STAKES @ W-4" O.C. -- BURY FILTER FABRIC 4" INro TOP SOIL CONTINUOUS HAY BALES LAID END TO END W/ 2 -- 1"Xi"X48" WOOD STAKES PER BALE - RECESS HAY BALE 4" INTO SOIL �r y U ui FLOW r } '� -A � � cn mll %i��l 2342 EROS I ON CONTROL BARRIER- L105 DWG 11/5/99 1;41 PW SITE NOTES SYMBOL LEGEND 0 EXISTING CATCH BASIN v, GENERAL SEE DRAWINGS L101 FOR SITE PLAN ■ PROPOSED CATCH BASIN SEE DRAWINGS L102 FOR S TE UTILITIES PLAN (off EXISTING LEACHING CATCH BASIN SEE DRAWINGS L103 FOR 5 TE GRADING PLAN (Al PROPOSED LEACHING CATCH BASIN SEE DRAWINGS L104 FOR SITE LANDSCAPING PLANT EXISTING HYDRANT WITH GATE VALVE SEE DRAWINGS L105 FOR SITE DETAILS PROPOSED HYDRANT WITH GATE VALVE ASSUMED SOIL BEARING CAPACITY 4,000 P.S.F. PROPOSED POLE MTD LIGHT CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS j PROPOSED GROUND MTD LIGHT U.O.N. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING SITE WORK. EXISTING FLARED PIPE END W/ RIP-RAP PLUNGE POOL PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL FILL d BACKFILL FILL AND BACKFILL SHALL BE PLACED IN LAYERS NOT EXCEEDING B" IN DEPTH. D EXISTING FLARED PIPE END FILL AND BACKFILL SHALL BE COMPACTED TO q5% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. ► PROPOSED FLARED PIPE END GRAVEL BASE PROVIDE A 6" THICK BANK RUN GRAVEL BASE UNDER CONCRETE APRONS, PADS CID EXISTING CONCRETE CULVERT �c AND SIDEWALKS. GRAVEL SHALL BE COMPACTED q5% OF MAXIMUM DENSITY AT +� PROPOSED CONCRETE CULVERT Ca OPTIMUM MOISTURE CONTENT. INCREASE THICKNESS TO 24" MIN. AT DOOR PAD ON NORTH FACING WALLS. O EX15TING 5AN7ARY MANHOLE B CONCRETE APRONS SEE FOUNDATION DRAWINGS S101 THRU 5104 FOR ADDITIONAL CONCRETE APRON U • PROPOSED SANITARY MANHOLE PADS, SIDEWALKS PAD, SIDEWALK AND STAIR LAYOUTS AND DETAILS - -� AND STAIRS DQ EXISTING GATE VALVE APRON, PAD AND SIDEWALK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH � ` u OF 4,000 P.5.1. @ 28 D4 PROPOSED GATE VALVE DAYS. it � ' . ; cw = ' CONCRETE APRONS, PADS, AND SIDEWALKS SHALL BE REINFORCED USING 1 GAPPED PIPE END LAYER 6"X6"-W1.4XW1.4 W.W.F. REINFORCING MESH. -043 CAPPED PIPE END W/ GATE VALVE 'I•.;w �fu' ' ISOLATE APRONS PADS AND SIDEWALKS FROM FOUNDATION WALLS AND PIERS "fi'rJ USING 1/2" THICK CLOSED CELL POLYETHYLENE FOAM EXPAN51ON JOINT FILLER. A' EXISTING UTILITY POLE APRONS, PADS AND SIDEWALKS SHALL HAVE A FINE BROOM FINISH WITH 3" 4V PROPOSED UTILITY POLE O N TROWELED EDGE5 U.O.N. � HANDICAPPED PARKING SPACE APRONS, PADS AND 51DEWALKS SHALL HAVE TOOLED CONTROL JOINTS AT A � OD MAXIMUM SPACING OF V-0" O.C. U.O.N. TEST PIT Ld ALL REINFORCED CONCRETE WALKS SHALL BE 5-0" WIDE, 4" THICK AND HAVE ❑TX TRANSFORMER PAD o INTEGRAL CURB SEE PLAN FOR DIMENSIONS AND OVERALL LENGTH OF WALK TREE LINE � CONCRETE STAIRS SHALL BE POURED IN PLACE WITH EMBEDDED SLEEVES FOR m m K PIPE GUARDRAIL -- --- --- - PROPERTY LINE BIT PAV#NG, BITUMINOUS PAVEMENT SHALL BE PLACED IN TWO LAYERS U.O.N. WITH - - - EASEMENT LINE CURBS 2" THICK BASE COURSE OF MASS. STATE D.P.W. CLASS I "BINDER" MIX AND 1" THICK TOP COURSE OF CLASS I "TOP MIX". [SEE SITE PLAN FOR TOTAL PAVING -- --EL— — EXISTING ELECTRIC SERVICE DEPTH] - THICKEN TO 3' BASE AT 10'XIO' AREA IN FRONT OF DUMPSTER PAD EL PROPOSED ELECTRIC SERVICE Z BITUMINOUS CURB SHALL BE MACHINE FORMED USING MASS. STATE DPW, —E— — EXISTING SITE ELECTRIC O CLASS I "DENSE" MIX. SEE CURB DETAIL. — �- SPLASH PADS, RIP RAP PLUNGE POOLS S1-IALL BE APPROXIMATELY 36" SQUARE WITH A SINGLE — E — PROPOSED SITE ELECTRIC z Z U n RIP RAP PLUNGE LAYER OF 6" TRAP ROCK STONE POOLS, SPILLWAY -T-- EXISTING TELEPHONE LINE LIJ Z c r O PROVIDE CONTINUOUS 10'-0" WIDE X B" THICK SPLASH PADS USING 3/4" - 1 1/2" W Z r T W PROPOSED TELEPHONE LINE Z Z o O U WA ED STONE. — —W — — EXISTING WATER LINE Z Q Z Z Q DRAINAGE SEE DRAINAGE STRUCTURE SCHEDULE AND DETAILS FOR ADDITIONAL :2 STRUCTURES INFORMATION. DRAINAGE STRUCTURES SHALL BE REINFORCED PRECAST W PROPOSED WATER LINE W I U (f) Z CONCRETE. DRAINAGE PIPING DRAINAGE PIPE SHALL BE 'SET AT A 0.5% SLOPE U.O.N. - -G- - EXISTING GAS LINE a ---G PROPOSED GAS LINE ROOF DRAINS SHALL BE SDR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED Q JOINTS, PROVIDE FITTINGS AND CLEANOUTS AS REQ'D. - -SAN- -- EXISTING SANITARY SEWER LINE - a STORM DRAINS SHALL BE CORRUGATED SMOOTH WALL POLYETHYLENE SEWER —SAN— PROPOSED SANITARY SEWER LINE - Z a PIPE WITH SPLIT COUPLINGS. PROVIDE FITTINGS AS REM). PROVIDE FLARED - END SECTIONS AS INDICATED ON THE SITE UTILITIES PLAN. - -ST- - EXISTING STORM DRAIN LINE V SANITARY SEVER SHALL BE SDR 35 PVC SEWER PIPE WITH PUSH-ON GASKETED ST PROPOSED STORM DRAIN LINE _ Z JOINTS. SET AND BED PIPING IN ACCORDANCE WITH MUNICIPAL D.P.W. _ Z STANDARDS, SEE DETAIL. C PROPOSED CULVERT LINE - Q • INFILTRATION AND FRENCH DRAINS SHALL BE B" PERFORATED CORRUGATED RD PROPOSED ROOF DRAIN LINE - 0 POLYETHYLENE POPE. SET PIPE IN A CONTINUOUS BED OF WASHED STONE. U SEE INFILTRATION AND FRENCH DRAIN DETAILS. SD PROPOSED SLOTTED DRAIN LINE — — U WATER SERVICE WATER SERVICE SHALL BE CLA55 52 DUCTILE IRON PIPE WITH PU5H-ON ,----FDA---- PROPOSED FRENCH DRAIN LINE — GASKETED JOINTS, PROVIDE FITTINGS AND CONCRETE THRUST BLOCKS AS — NJ <T � a . REQUIRED. ID PROPOSED INFILTRATION DRAIN LINE w TO T �ia 280 EXISTING CONTOUR LINE T 4 U 320 to PROPOSED CONTOUR LINE --wm� DIRECTION OVERLAND WATER FLOW + 461.0' EXISTING POINT ELEVATION + 461.0' PROPOSED POINT ELEVATION Q w a { ' 1yI w w zzQ W Q i- N 2342 L106