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8542_SITE PLAN 343 MAIN ST. GRIMALDI FAMILY TRUST ar, ! II S 3�14i t iT�i LIGI-FT'STONE, PEARL GRAY POLAR WHITE SLAM GRAY SAND GOLD BURNISHED SLATE i I AHAR0.TAN H, WAIIAN BLUE I� BRITE ICED EVERLAST PANEL COLORS< Coating with Supreme.Perfdrman(,* Coatings produced by AKZO NOBEL,Corporation we recognized as the highest quality in the industry and have been chosen for their adherence to tight quality control procedures.AKZO NOBEL coatings meet and exceed specifications and standards as set forth by the American Society for Testing and?Material(ASTM). Applied over durable primers,these coatings were developed to maintain maximum resistance and to weather all seasons with regard to corrosion including: sun, rain,snow and sleet. Customers can purchase today's painted panels with confidence knowing that the superior quality of AK70 NOBEL coatings will add years of life to any structure, maintaining the product's original beauty and'functionality. Everlast Siiiconiaed Polyester The methodof application shall be by roll coating; and consist of a two-coat system of 0.2 mil primer; top coated with 0.7 to 0.9 mil dry film thickness si[iconized polyester and 0.35'to 0.45 mil of pigmented polyester washcoat on reverse. "R"'PANEL ?SPACES AT 12 =`3fiCnsserage� -= PuaLIN "PBR"PANEL. BEARING �ti — 4SPACEs AT V2 <38 CGvoratie— — -1 Town any. l� 36 Main Street Agawam, Massachusetts 01001-1837 TeX. 413-786-0400 Fax 413-756-9927 PLANNING BOARD December 26, 2007 co c z ]> v Grimaldi Family Trust' ' , 343 Main Street Agawam, MA 01001 N (n-T c Dear Mr. Grimaldi: ' At its duly called meeting held on December 20, 2007, the Agawam Planning Board approved the site plan entitled "Existing& Proposed Site Plan, Agawam, Massachusetts, for: Grimaldi - Family Trust, 343 Main Street,Agawam, MA", prepared by D.L. Bean, Inc.and dated 11-26- 2007 updated; 12-19-2007 with the following condition: the proposed vinyl fence shall be white. If you have any questions, please contract this office at 786-0400, extension 283. Sincerely, Travis Ward, Acting Chairman AGA'WAM PLANNING BOARD TW/DSD:prk cc: Building Inspector Board of Appeals Engineering Dept. Town Clerk File 11 Memo To: Planning;Board From: Sgt. Richard Niles Subject: Site Plan— 343 Main Street Trucking'Terminal - Grimaldi Date: 12/20/2007" Roadway Quantity of flow of traffic—medium Number of lanes—2 (one north bound/one south bound) Li htin WMECo #3'8 is north of Curb Cut No name#9 is south of curb cut(in front of#351 Main Street) Speed Limit North Bound--35mph sign posted @ 343 Main Street South Bound—35 mph sign posted @ 350 Main Street Road Markings—double solid yellow lines Traffic Unit Im act Estimates—none provided Sidewalks—none on either side of Main Street Other Site is presently used by a variety of vehicles;including tri-axle dump trucks Recommend street light be installed on proposed new utility pole east of existing "CBRIM=94.08" as listed on plans Respectfully Submitted 12/19/2007 17:04 FAX 4138210631 A TOWN OF AGAWAM 1 Department 'Publi ffi c Works 01 1000 Sueld Street * Agawam,MA 01001 Tel (413)8210600 * Fax (413)8210631 Ilk John P.Stone & Superintendent To: Plawft Board cc.* John Stone-DPW Supt.;File From, Foginoering Date: December 19,2007 Subject- Sly 520—ChimaW Trucidng—343 Main Street Per your request,Enghwering has reviewed the site plan entitled., 11E)dsting&Proposed Site Plan,Agawam, Mamchusetts;For.Grimaldi Family Trust,343 Main Stw4 Agawam,MA;Date: 11-26-2007,Rev, 12-19-, 2007; Scale: 1"-20';D.L.Bean Inc,40 School Sftet,Westfield,Masswhusetts". We have the no comment at this time. If you have any questions please do not hesitate to contact this di is' Sincerely, ohn 0. er i E.I. Mich T. Micl C. Chase, I.T. C ci I E noer vi Engineer I lwo6an Town Engineer 0 To: Planning Board From: Town of Agawam Commission on Disability Subject: Site Plan- 343 Main Street - Trucking Terminal - Grimaldi Family Trust Date; Monday, December 17, 2007' We received the site plans for 343 Main Street Trucking Terminal - Grimaldi Family Trust, on Friday, December 07,2007 We found - Nothing to view for accessibility. The new building is still suppose to be accessible, along with utilities and nothing is noted about parking. We recommend , in accordance to Local, State, and Federal Codes., Disability Commission Frankie Mazzei AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE- December 18, 2007 DATE RECEIVED: December 5, 2007 DISTRIBUTION DATE: December 5, 2007 PLANNING BOARD MEETING DATE- December 20, 2007 APPLICANT INFORMATION I Name of Business: Grimaldi Family Trust Address: 343 Main Street, Agawam, MA 01001 2, Owner: Same Address: Telephone: Fax-, 3. Engineer: D. L. Bean, Inc. Address: 40 School Street, Westfield, MA 01085 Telephone.- Fax: PLAN REVIEW Scale: I" = 20' Date: November 26, 2007 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): C . K. Description of Project: Proposed construction of a 3,600 square foot industrial building to house a trucking business. Site Plan Review Page 2 Description of Site: Site is located to the rear of an existing gas station. Site is mostly wooded though a cleared area is used for storage. Site slopes to the east towards the Meadows. Provision for Traffic Flow: Proposed 24' drive off of Main Street. A rightof-way easement will be necessary on the adjacent lot also owned by the applicant. Parking: Proposed parking area will be paved, but not striped. Parking area will accommodate trucks and employees and will be over 9500 square feet in size. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: 0. K. Sign Location: Not shown. Exterior Lighting: 0. K. Rendering or Elevations: Colors and textures must be provided. Dumpster Location; Proposed clumpster must be shown. It must be fenced and gated. Other Comments or Concerns: MEMO TO: Engineering Dept., Safety Officer, Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan - 343 Main Street-trucking terminal -Grimaldi Family Trust DATE: December S, 200 Please review and comment on the attached Site Plan prior to the Board's December 0'h meeting. (Team,Meeting regarding this item is on December 11".) Thank you. DSD:pr : paws$of Ag a at Board of Appeals 36 Tan Street .PE Agawam,MA 0100 MEMO DATE:: December 5,2007 TO Planning Board FROM: Board of Appeals RE Site Plans for: Grimaldi Family Trust 343 Main Street REASON: Special Permit application fled with the Board of Appeals. Attached please find Ill copies of the site plan for the above referenced property. These plans are for your review and comments,and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five(35)days of the above referenced date,we will assume that you have no objections,: Q np Y 6 r e��r—�ra--�.�ar e eta.• .: v ui rcunr-tr i FOR 017FICE USE ONLY TOWWOFAGAWAM 6 MAIN STREET _ Case ; � AGo4WA , BRA 01001 Filed; BOARD OF APPEALS Hearing: li Expires:__ Application to Beard of Appeals for SPECIAL PERMIT as provided in the Zoning and other By-laws. Applicant Grimaldi Family Trust - Albert-P. Grimaldi, Sr. , Trustee Address 117 Brien Street A awam Application is hereby matte for a SPECIAL PERMIT as provided by Section 180- 5 Paragraph B .of the -law. Promises affected are situated on 343 Main Street; 5 #eet distant from the corner of QuDer Street and known as street number 350 Main Street Property is zoned as Industrial "A" x Reason(s) for request of Special Permit::: Relief is beingregueated under Article ifs Section 18 -55 Sara ra . ,_ To build a truekinR terminal. Signature of owner or his authorized agent' Telephone #: - 13-5 -755 N PCE MIS APPLICAVON MUST BE FILLED OUT IN INK OR TYPEWRITTEN SUBDIVISION FI.A11 OF l.AttD IN AGAWAI 361806 C.E. Anderson Associates, Surveyors June,1985 F '157A E tl all- CA $ ✓ m u'a Q cf+� OA j.-C, r a 90 �s Cart: ° N 6f* 3f � -CO r �r prnd^�0§ W y u 5L31 it' Lund Rrgig,afrrrn - a Jam RECEIVED FOR RECORD Jt?tfo,eta SEP 14 488 F1are� Subdi ision of land Shawn an ]Plan 36180A Filed with Cert. of Title No. 14982 Registry District of Hampden County Abutters are Shawn as to certlflcates of title may tie issued for land an original decree plan, S1T0 hereon .4.ot.�1t Olaf 3 By the Cwrf. i LAND REGISTRATION OFFICE cafr$c�frhlsP ++60 fm fo un in J1�+ACLC 1,151l i R �.a hlo �+4a ,E'n"w for Cow XJn Form r.cc-5-.A.AM 31M -- a s 11 YF z f 1 D.L. Land Consultants Forty School Street WESTFIELD, MASSACHUSETTS 01085 DATE: JOB NO. FAX 562-7566' December: 19, 2007 FAX (413) 562.2091 ATTENTION Debbie TO RE: Planning .Board — Town of Agawam 343 Main Street 36 Main Street Grimaldi A awam, MA 01001 WE ARE SENDING YOU W Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ .Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order 11 COPIES DATE NO. DESCRIPTION 1 "" 7 1 Blue ''Print "Existing & Proposed Site Plan" -- 343 Main Street r THESE ARE TRANSMITTED as checked below: ❑ For approval' ❑ Approved as submitted ❑ Resubmit copies for approval LI For your use ❑ Approved as noted ❑ Submit copies for distribution As requested ❑ Returned for corrections ❑ Return corrected prints M For review and comment 1-1 FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO LDS REMARKSr 1 W Sincodl COPY TO Engineering Dept'. SIGNED: Its ff enclosures are not as noted,kindly notify us at once. Marc Y. Shute, S r. V. President v frz�rt tlr Ili{ b - . �>t2^rj��4..t�`,u�s 4�# �'.�'�,`5 g�� •���4{Z��Se "�� � ���2°..�z? ? yls ~•.1z� ' trc{}rs £�?sFtir t � � �����tts� tt 232E Yz hz� �y{s a} *altt}r�$Y,t}i {�'Nrl}sCtyix1�rx { £(at v?ax t \2\7 { 4 x v� t fist fi tk E^a 'tcv§,'s xr li S � t k^y@fir 4 {i}~; fit g Z tzt i`zt > t? n t t Y4'tr � b lts xc Ulf Ilk rt1`••<4s{{ ?�c3 t��{t 4�c 2� sky{+yi eft#? 1xt)i at i 5���1 saY�t'�i�rk)t) t za xfia r �tx £ t xz s rta tir � �s{Y7 F 4 . st y5�r 3{�izir�z z I ms t tPt�ar}st r\�t s t � Fr zstttatr i rfi{?2 tt. z°xtt4lSi�r ixt tx 2�.A`r`Y``�`73?�ii{i �:a7`� ''i �z�{rrsyr,�sra-t 4 {t 1 aia�. �� f� �af tV\t t� k YF 5 tY �.kFa} � } "�1z"�A�iS^�414t4£; ��ttifi rt�xtttt �rht, ��`a t 2} ` :�x� ?1�irtt'2xtt jsy °�'I�'a„`a ��; rY rxt t It{ it ttr�r3 rZ{{14�?tnl>t72l�tF)? $#s� 3`'S.cuS;a; 4 I �ti 4z<1 a 4g ts{ F r 2P f v� .., } PROPOSED SILT FENCE DETAIL TYPICAL AL PARKING AND BUILDING LIGHT N.T.S.� I A PAS' ENT ST T FLOW DIRECTIONTPI - 2 COURSES BITUMINOUS CONCRETE NO SME N.T.S. AdL y, I� ' TYPE I "I SURFACE —, GE TE TILE PREFABRICATED SEDIMENT ;' TYPE 1-1 BINDER � : - = FENCE-EN`�1IROFENCE (MIIRAFI), k FILTER FABRIC' PRI7F'EX SILT STOP {AM1t}CFI) _ 5. ECONOFENCE (TERRATEX>, r TOP COURSE 44' R= ' WOOD L-1I�----�--a-, OR APPROVED EQUAL.. U-POLE 1 S9/41 I .: STEEL POSTS r (10' EI,C,MAk) z f U,POLI141 BACKFILL co .r SHADE: CLEAR PRISMATIC " I SIZE: WI 1 1? 4 PROCESSED GRAVEL- STONE MAX.. 6 WIDTH, 1I3 HEIGHT 7 C?ETI� . ,. , OUTPUT. 1 X 10 - - 4 WATT MEDIUM BASE I ULS -Y r HYL); 0 0 8" BANK RUN GRAVEL 6" MAX STONE; `0 NATIVE SOIL f r COtvIP�iCTFI? GRAIL SIIB-GF2AF}E ��s NiQTL HAY Bali-E TO BE STAKED I3EFtII�D � r �t t r �{ I 'V SILT FENCE FOR 'ARMORED SILT FENCE'; Lu Lu ` a f r f , r i L40 X x °91.90 EDGE OF PARKING LOT PROPOSED I y r SI} I FENCE' rr CONCRETE r }c r OF SANDS STORAGE _ RIP-RAP � OTHER D OF ty TO BE RAZED r# co �ENTRENCH } I -- MIN, 0 L.B. �� GRIMAI-01 FAMILY TRUST t, r � B R F -END OF DEEP PROP. � g �_ SIGN LOCATION. } 7 � r a DEEP — � �Y ,° `"j F PROPOs�� t ,� U.POLE#2s/a0 r- POOPOSED UTILITY AND FIGHT Of WAY CASEMENT NEW UTILITY I - POLE fy I a€ ._. LOT S,61'31` 1,. W 1 6.67'" EXISTING --- IMGE r XISTING dd LOT 3ks .- C.B. RIM 94.Z18` a EXISTING SUB-GRADEPROPOSED ;'�,, �" 1 _ 5 I C:B RIM- 93.64« (/`�� D} . I_7P f� —.:. }+ ! j is RIP-RAP °•�' CC PERM 7$ DISH � I' 7 153,1 T' ` _ _ oz 43+0 13121 W 21; 3 r M1� j r H.P. B 25 a PROFILEVIEW W PROPOSED is 3' WIDE OPENING -.1- fs GP p '`� 4 TIE WATER IWO PROPOSED '�`�• �_.>�-� � _ � EXISTING WA MAIN LIGHT POLE99.04' 1 , PROPOSED 74.�34 c, , M - .. _ _ EXISTING 4 "REGENCY" �, ;;:..._ � ... -. 4 HIGH BROWN PROPOSED PAVEMENT �I VINYT FENCE NIGH BROWN'J-iSI r f VI FENCE 1' OFF PROPERTY LINE95 i "� C F r r r 3 OTHEF2,'�D F " va GRI DI FAMILY UST f LOT Q'T d . t " f t r C BERM Ice- 12` TO 14' ,' , r r r IN HEIGHT PROPOSED r ,` ' , I,.. [I: p X,' DUMPSTER 4'X4. U ''OLE 39/3' * PROPOSED U.POL.E.#37 f WITH : STOCKADE FENCE; a � 1 I 3 ON CONCRETE PAT} EXISTING STING } DOGWOOD s a t ' PAVEMENTLu 1 '� � � '� �� ° LA#"+II� N�'"F I rt 4 -�-{1° ky /�^++,, O'CON:N LL. COIL ASSOCIATE CO, I f •.�7 it 69,68 , } f l > 9 DOOM' OVER .:: PROPOSED H t C7 1 4 f r,» " � o '. '' SILT FENCE r *w t : AREA � r i ti �. ' ' EXISTING FOR r i t� 1} M.H. RIM= 94.48' I o_ S SEPTIC t f 1 pIA.{ , BASE TFC + t • r � i S t a p MDC LEGEND — :a4= 0... AND — TRAP fd I y 1;1 EXISTING CONTOUR SEWER; `✓ I � r r } �..° WATER GATE DISP ^ E�'+ ) PROPOSED OMH R'IM=94.64' R HYDRANT �'� � �� � O�k � � � 4' '"I,GH BROWN 12" INV. III=88.89, UTILITY POLE WITH NUMBER € 1! VIN FENCE 12" INV. IN1=9(3.14` , U.POLE#46 SYSTEM � ty �f 3 12" INV. OUT=88.77' I (' STORM DRAINAGE � � f r U�POLE 1 GAS'GAS L1NTE Z' WATER GATE t 60.00. EXISTING. .r ;p C.B. RIM= 94,63` WATER LINE 4, 26. ti cz�l j dPROPER'T` ' SHOWN OWNED B GRIMALDI FAMILY TRUST A 1; CATCH SIN ,����,. 8.5 s at , EXISTING 94. .,.. 95-EXISTING SEE L.C. CERT 32925 DRAINAGE MANHOLE I7Rc��cRT� LINE ---_,.`..�- ��, --_. PROPOSED SPOT GRADE;, sl e C.B. RIM- 95."Y ---.— PROPOSED CONTOUR 132,34' N ' 8'12" _ _ - _ ' D 20, 40' r PROPOSED PULL DING LIGHT SEE DETAIL) _-.-�_--� FAO �� . .. y ,j ' PROPOSED LIGHT POLE (SHIELDED) {�� �`` LAND N/F _ CA D: INDUSTRAII, f' St)UT1�I1Nf)RTHCO. .� .� ` PROPOSED WATER SERVICE r E T A S 91 ,,� Z� OF GRIMA DI FAMILY TRUST a um 343 MAIN STREET am 1-4'.` AGAWAW MA. * MDC TRAP TO BE DESIGNED BY OTHERS C>IaIN. QAT ,ALE: 1�=20. ' S N[7TEi m UNDERGROUND UTILITIES ARE SHOWN FRCIM1UPDATED: t: � T � . AVAILABLE: UTILITY' INFORMATION ONLY AND WILL '#8- 007 REQUIRE ACTUAL FIELD VERIFICATION. MORE T.i�.J�►«• UNDERGROUND UTILITIES EXIST THAN ARE SHOWN,- AS WELL AS EACH UTILITY COMPANY SHALT,. BE NOTIFIED TO MARK THEIR UNDERGROUND LINES ATULEAST SAFE HOURS I���� ��� ANY EXCAVATION. � L LBEAN SURVEYORS ., EL 0 S I E� g WEST FIELD, MASSA SETTS , ,