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8264_SITE PLAN - RENZ AMERICA - ALMGREN DRIVE D - Sit 1 e F> lc� n Ptnz A � tr -tca- BUILDING C O D E REVIEN 6/10/2003 10:39:25 AM THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR INSP.SERV MD.OF AP.PEAti EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE 1003 JUL I P 2: 21 STATE BUILDING CODE AS FOLLOWS: ■ N W ADDITION ;'':l"AWAM� 1�1A CHAPTER 3/4/5/( OR , USE GROUP F-2 LOW HAZARD FACTORY TYPE OF CONSTRUCTION 2C NON COMBUSTIBLE/ UNPROTECTED ALLOWABLE BUILDING AREA 14,400 sf (BASE) + 28,500 sf (SPRINK. INCREASE) + 211600 sf (PERIMETER INCREASE) = 641B00 sf (TOTAL) ACTUAL BUILDING AREA 441500 sf ALLOWABLE BUILDING HEIGHT 3 STORY- 50' W SPRINK. INCREASE ACTUAL BUILDING HEIGHT 1 STORY- 23'-4 1/2" HANDICAPPED ACCESSIBILITY FULLY ACCESSIBLE GR D 2 ■ ■ ■ ' ' As CHAPTER q FULLY SPRINKLED WITH ACCORDANCE WITH SECTION g04.0 CHAPTER 10 ALLOWABLE ACTUAL NUMBER OF OCCUPANTS 150 MAX NA NUMBER OF EXITS 2 MIN 2 ADDITION ONLY LENGTH OF TRAVEL 250'-0" MAX 165' CHAPTER 13 REQUIRED PROVIDED U R U R ROOF ENVELOPE .056 17.86 .051 1q.61 ADDITION ONLY WALL ENVELOPE .079 12.66 .072 13.85 CHAPTER 1 (o ROUTE 57 LOCUS MAP ROOF SNOW LOAD 35 PSF ROOF DEAD LOAD 4.5 SPF COLLATERAL LOAD 5 SPF WIND LOAD 12 PSF SEISMIC LOAD PER SECTION 1612.0 z ZON I NG R F.V I F.N w THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR Q ABRAMS EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE LOCAL ZONING ORDINANCE AS FOLLOWS: o csr� PROPERTY LOCATION q2 H. P. ALMGREN DRIVE, AGAWAM, MA. OHO ZONE INDUSTRIAL A na - ITEM REQUIRED PROVIDED =_ LOT SIZE 1 .5 ACRE MIN. 4.90 ACRES q LOT FRONTAGE 100 FT. M I N. 375 FT, LOT W I DTH 100 FT. M I N. 361'± TO 29q'± r';A LOT DEPTH N/A 706'± TO 583'± . FRONT YARD SETBACK 75 FT. MIN. EX. BLDG- 75'-0" SIDE YARD SETBACK-NORTH 45 FT. MIN. 45 FT. . _ �: : . 3UL 1 5 Z003 SIDE YARD SETBACK-SOUTH 45 FT. MIN. 156 ± FT. S�R�� PROJECT LOCATION REAR YARD SETBACK 45 FT. MIN. 200 ± FT. A 40 ± FT. (SOUTH SIDE) S��v `►'' „z �4` k: , PIN V G STBACK 15 FT MIN.E BUILDING SIZE N/A 26,500 sf (EXIST) + 18, 000 sf (NEW) = 44,500 sf (TOTAL) BUILDING HEIGHT 30 FT. MAX. 23'-4 1/2" TO RIDGE BUILDING COVERAGE 50% 20.55% ,���� °F Mg15, TOTAL HL IMPERVIOUS 60/o OP AREA NOT � BERSON SITE`rr., �� P APP ROVAL VAL COVERAGE COVERED BY BLDG. lq.55% CTURAL No. 32387 AGAWAM PLANNINGoA Ma, 87 OFF-STREET PARKING EMPLOYEE 1 SPACE FOR EACH lq (EXISTING) + 26 ( NEW) = 45 (TOTAL) 1 .5 EMPLOYEES 3 (EXISTING) + 0 ( NEW) = 3 (TOTAL) VISITOR PER WADC L7 H.C. ACCESSIBLE 15 TOTAL 3 (EXISTING) + 2 ( NEW) = 5 (TOTAL) ENGINEERING TOTAL NA 25 EXISTING + 28 NEW = 53 (TOTAL) T E 1 � � 111 OFF-STREET LOADING PLANNING LOCATION PROHIBITED FROM LOCATED AT SOUTH SIDE CON STFRU CTI ON FRONT YARD [3 Lm E= NO. OF SPACES 1 LOADING DOOR 3 EXIST DOCKS t i EXIST DRIVE-IN + SINCE 1 955 1 NEW DOCK = 5 TOTAL NA DC SEE Dw LANDSCAPING PER D G L-104 BUTLER BUILDER 0711112003 08:55:32 AM 25'-0" 175'-011 150-00 ADDITION 174'-10 3/8n"t (SETBACK) EXIST BLDG NEW BLDG z O - N 1 f r EAR REALTY NOMINEE TRUST r r BOOK 106" PAGE 365 r PLAN BOOK 311 PAGE C17 r r l t PARCEL E-4 r r AREA 2.6f30 ACRES Lu r t r I � ► r � t �/ S44_54'41"In1 ... . . ...... _.. .. .-...... w. ... rr •..w ..... .. / v 1 J 583.24' r j o 1 o ¢ tu I r EX CONC RETAINING WALLS (TYP OF 5) EXIST STORM DETENTION AREA r f 4 EX CONG DOOR PAD 1 r ! PAD ! ! ! 1 1 r I i ! 0 0 1 rr 1 I O 0 r NEW ADDITION 1 , U co FIN FL EL=195'-0" 1 � � O I EXISTING BUILDING U111111H 1 i r r oR� �rARr AREA PARCEL E-5 FIN FL EL-195'-On A�L-uj 1 (14 a v N a 3 � J r r EXIST 2' BIT GONG I ± 3 1 r SPILLWAY- TX} BE vo REMOVED I 1 r l T EXIST GONG APRON I r l 1 k S EX DRIVE-IN DOOR 1 ff J 1 J+ .^-_-_................,.-- 3r fEX CIONC (�� N DOOR PAD © > C IXfST TRUCK DOOR PAD EARTH :BERM ♦ t� (� fto - r f KS tt-r p RRIER FREE SIDEWALK ' e 1z24 SLOPE d � Z - .. r �� - o = W I� N} r j .. .... ...... ...... ..... . 2 BIT LONG p 1 Z ATG!•I SLOPE W/ W r Z SIDEWALKS - ---... ----- ':•==:- 1 NEW 2 I/2 TH1C - r J� 0 U Z BIT GOPIG PAVING :• -: : • Q r - - r Z ..� O Z r t -0 � _ - EW 5-o' WIDE x w fJf . I w � U (� ------- EXIST EARTH BERM 30'-bn 12' -'$}: 22'-b" 20'-0 :-fir:j�iE:_::: 2 'T1�IK BIT GANG :{,3... -.i3�:• ::-}3_:��'P=.�::Q�E . .0-•---•------------•-------- _ r SIDEWALK O I z _ I. 0 f i I - . A r EW 6 THK GONG ,fir .............................. I t F-- r _ GONC SIDEWAI_!C10� 1ST STONE ............. : I7UMh5TER PAD- r --------------------------------- ----EXIST ..... CL I , + STRIP- TO BE :._: :..: :.::.:. :: = r EXIST REMOVED REINSTALL EXISTING ' r FLAGPOLESENCE 71 1 rl r 1 1 - f I _ n l 0 35 R EXIST :.a:::::.:. - - — O r 1 30 R p I r r 1 1 SIGN _ : , `' Z V V V _ _ 3o R F o - r to R _ _ — _ _ — — — _ _ .... -- E. - EW 3'-0' WIDE STONE — V 1 1 1 e_ 1 n _ _ - f END OF - - :m f 1 8 EX SP @ 9 -0 72 0 I Z 3 13 EROSION CONTROL STRIP r f IXfST EXIST CURB :__ ' ____ _ p — r f f 1 :F3 & r: : :e�Elrt=�'':'CF�iC'I�......�`-.....�_--------------------- CURB : --- -- 1 1 r - -- — I - - -- ............................._ : .. l ` Q r Ict 1 n_ 1 n : Cc:P'Ai(Re.: . : : : : ' I 1� �� L Z f r 14 EX SP @ 9 -0 - 12b -0 ............................................- : : : : : : :::::: : :_} : _::__ S`r �— s r EXIST p 5'R IS 2 I ' K VR n r J~ f ' ` r ' — V 0= CURB 1 17 PAVINGEXIST CONC PAD TO BE , EXIST BIT PAVING 40 -0 tAN __ = V r p IX PARKING REMOVED- TO BE REMOVED r r r- t — L i SALVAGE SURROUNDING i 1�=7 ~~+~�r (� r ' FENCE 4 RELOCATE TO �� -�� - 53$4rI'OrI�W r — _ OY liJ r f1 NEW DlJMPSTER PAD �- �� .��! 1 -r — m = J • r^ 1 1 r r W Q [ r , m EXIST 3`-0' WIDE STONE _ !� ,� -. -�" ' J- W J EROSION CONTROL STRIP � NEw 3-0 wrDE STONE -� ^, J O EROSION CONTROL STRIPS ••�'+ ''���' r f-^ O r J I END OF r �� �.�-r- -�- (O r f EXIST CURB y� .. �'^ r _r -~ �- r W' r r 1 WILLIAM R. FERRY • _ S3$''�55 Yd .r r 1! �� `� f PETER S. CORCODILOS, 1 f O .. +' 1TRUSTEES OF ! y �,1� � -� ~' GAG REALTY TRUST BOOK Ma PAGE19 Lu r 1 BOOK 9272 PAGE 27COW z p BOOK 105M PAGE 444 t - � PLAN BOOK 2% PAGE 123 a Q -- 1 PLAN BOOK 277 PAGE 40 Lu � L OF AGAWAM 40' WIDE 1 PLAN BOOK 310 PAGE 26 Q DRAINAGE EASEMENT � - + -- NOTES S l r If ■ r r f I, SITE BOUNDARY INFORMATION TAKEN FROM A SURVEY PLAN r fr P ENTITLED 'PLAN OF LAND IN AGAWAM, MA." PREPARED FOR WESTMASS 7� f f r AREA DEVELOPMENT CORPORATION. BY HERITAGE SURVEYS INC., .rIL f n� 111 1 COLLEGE AIG14WAY AND CLARK ST, P.O. BOX #I, SOUTHHAMPTON, MA. • JOB NO. 2408-940909 DWG. NO. 240WOSC MAP NO. 2408-011005 r f DATED: OCTOBER 5, 2001 O Q { u- r r r 2. SEE L102 FOR 51TE UTILITY INFORMATION 1 r Lu f 3. SEE L103 FOR SITE GRADING INFORMATION, WETLAND O W Z f f BUFFER ZONE INFORMATION AND LIMITS OF WORK �, W 3pr_Ox TOWN OF AGAWAM 30 WIDE LU DRAINAGE EASEMENT0 r 4. SEE L104 FOR SITE LANDSCAPING 4 CLEARING LIMITS INFORMATION c r r 5. SEE L105 FOR SITE DETAILS Q N 6. SEE L106 FOR ADDITIONAL NOTES W cq r Z cc jr f SITE PLAN 2372 SCALE.V-30'=0" TRUE NORTH PLAN NORTH L 0 i 07/11/2003 07:38.36 AM I r 11 J 1 ! 1 f lid f rl 1 J fl r �1 1 I 11 t w rr J f f J 1 r rf J j 1 ! r / A r 1 1 f J! ! ! J 1 r EXIST 8' ADS OUTLET PIPE- t1 / 1 f f I f REMOVE 4 REINSTALL W/ 1 1 ( LOWERED INVERTS 4 1.0% SLOPE- ` EX STORM DRAIN 1 ! J! PROVIDE NEW OUTLET CONTROL. r ! I ! f l RISER- SEE L105 FOR DETAIL RELOCATE END OF PIPE t PROVIDE NEW FLARED END 4 t �/ PLUNGE POOL- NEW INV- 1g2.33 / 4 J 1a7.72 � ! J 1� ...—...... .__ - -- - 583.24' NEW SEDIMENT TRAP No 2- r Y w f J J I EXIST DETENTION BASIN NO. 1- I 1 m r INV OUT bt EXPAND CAPACITY TO 4000 cf INV_m.33 ( I 0 U A N r ! J !1 I 190.76 10 i J f f 1 J NEW SEDIMENT TRAP r J I I '�f I No 1- SEE LI05 FOR I I WIILz DETAILS I � 1 n a�� � JJ 1 wj d IX 6' SAN b'� nz SEWER IX GAS SERVICE f 1 1 I r j y�ww0 EX SMH J f ,J -�►� _ EX 4' SAN I NEN ADDITION 1 0 0 t.. rSER---<AS- - --`" FIN FL EL-195'-0' V � ID! s' WATER SERVICE I j -- -W- - EXISTING I NG S U I L D I NGr imlf ® O EX 12' WATER MAIN I ] If 1 6" FIN FL EL -0" W W � v N I I! R IX 5" SAN SEWER PIPE 1TESERVICE / I t1 5 MST ISO W 1 r 1 I JI r ! WALL PACK HPS I 1 3 m Ors EX GAS MAIN r I J r (TYP OF 4) 1 3 u TTRANSFFO MEER t J f IJ ► PRECAST CONIC VAULT ` 1 Z r l f I JI r ..,_,.._.__..__.._ --- y j J1 J11 3l J 6 s a , O NEW 400 WATT w (� P ' I p 14PS WALL PACKI ` t Z 0 to J I 1 f mr O LIGVrS (TYP I Alt 0) j ! ! Ifmrm ' I OF 3) �_ Z � 11 I Ifz ( w ._ � o rr 1 1 ! f EX 8, ADS ST DR I 1 W Z I- I J 0 4.OZ ! I If r I I 7A ( ` ZZ � U o I r - ---ST---- , - l - , I z Q Z a r ! J ! � INV r 1sa85 -�E�-- e- -- --S a , U, POWER FEED � W a_. �� _ - --- — - --- -- --- - E _.—T _ — I TO YARD PVC LIGHT PROVIDE l Z I ! If r J J J II r � � I (1) 1 Pvc CONDUIT f ` d EX UG TELEPI.1O11E rr ! i f JI J SERVICE 1 EX UG PRIMARY / l Q EL IG SERVICE 187. z 0 NEW(�30' STEEL POLE FLARED END W/ PLUNGE POOL 1 Q ! I ! 1 f f Ex 24" RCP CULVERT i I FIXTURE-SEMIMS Nv I _ 1g1.50 Z— LIGF EX STORM DRAIN r ! I 1 f r 1 I L105 FOR BASE DETAIL NEW DETerrION BASIN No. 2 CAPACITY- 5600 cf. ; ` A.— zINV Q 186.24 ! SEDIMENT _ __ _ - - U oom 1 INV CX1T� 156.67 ~ _ SEE L105 FOR DETAIL�• 3- �--r-"��e��$•l�rJ 0 u W r_ _ }•0 1 - - 1 1 J J 1 J EXIST 24' STEEL POLE 1^ � � -� ~ -�- �,� — Q J f I 1 l f r r W/ (I) FIXTURE W/ �� r _�- -1 INV OUTS _ � . .-• ...... . -- �. ---- - �- � J O r 1 ] 1 wJ 2';o WATT H.P.S. LAMP NEW OUTLET CONTROL RISER — ` U r I f 1 EXIST 3'-0' WIDE EROSION �_ r '� _�� SEE L105 FOR DETAIL �� 0 1 r CONTROL STRIP LLJ TOWN OF AGAWAM 40' WIDE J L J 1 1 I rr IN 4IN 0+ DRAINAGE EASEMENT z LLI O I r J�T�'~ — + - -�~--�.- r r 1 NOTE. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER, OR � IX 30' RCP CULVERTS -- NV INS ---- ~' DRAINAGELINES THE CONTRACTOR/OWNER WILL CONTACT THE TOWN g + INV OuT- r I86.40 -- �" 8 A fAM'§ I�IN I G Bf�%15101+f AT (�413) 786-0400x275/8. No w Q 185.84 r f f r "" PIPING/APPURTENANCES WILL BE INSTALLED OR BACKFILLED WITHOUT Q THE PERMISSION OF THE DIVISION. � rr ► I lLu 1J f I - Q J J J If NOTES V r I r f r ( 1. EXISTING UTILITY INFORMATION TAKEN FROM A PLAN J ! J ENTITLED 'SITE UTILITY PLAN' FOR RENZ AMrERICA, INC. � Q J f PREPARED BY THE OLEARY CO., INC., 376 COLLEGE HIGHWAY SEDIMENT TRAP ELEVATIONS 0 r ! ! 1 f r SOUTHAMPTON, MASSAC44USETTS 01073, (413) 527-1360 w U PROJECT NO. 2265, DWG. NO. L-2, DATED. 2-8-q5 NUMBER ELEV AT TOP OF ELEV AT TOP OF ELEV AT BOTTOM OF - Q EX UTELEPHONE 2. SEE L101 FOR SITE LAYOUT INFORMATION EARTH BERM SPILLWAY SWALE/DETENTION SERVICE I J � 1 1192.83' 192.50' I92.08' --- �1g3 2 1q�,0Q' .67 1g3.25 w 3. SEE L103 FOR SITE GRADING INFORMATION, WETLAND 1 ' uj f I V I EX UG ELECTRIC BUFFER ZONE INFORMATION AND LIMITS OF WORK z r J I f r SERVICE 3 Ig1.75' 1011.42' IQI.00' g J Q 1 1 !1! 4. SEE L104 FOR SITE LANDSCAPING INFORMATION i 1 , TDR°WAI�I= ��' WIDE SEE L105 FOR DETAILS j m Z 5. SEE L105 FOR SITE DETAILS � Q r 1 1 f 6. SEE L106 FOR ADDITIONAL NOTES AND DETAILS w w W CJ ff 1 1 1 �• flid 1r ! r 1r J ! SITE UTILITY PLAN SCALE.V" 30-0„ 2372 TRUE NORTH PLAN NORTH L102 07/11/2003 07:14:32 AM iS? O 1 I Lu r � � 1 + 1r + I I 1 a Z r , RISER ELEV- EXISTING DETEdSION BASIN No I ' r a � 193.00 EXPANDED CAPACITY - 4000 cf 11 r ' O — ----� �' ta�a ae _ zo �lg5.32 Ig5.2 0 0 - NEW IN+i 1 / IWO / I 33 a �I` --a- .33 PEW_ �q4- -- -. _ - _ -- _ -- IcB �a r _ Iq4 90 s�R G��u$V TS j .7 r, d r j II JJ� I j ira r IGPE5ED EXIST SPOT 1 W a w GRADE- TYP F z �Q WETLAND DELINEATION cl ! !r I! p ! I I I rjNIV �8! I - r NEN ADDITION Iow 1 V M I j j r FIN FL EL=iq5 -0 I ` 1 O EXISTING BUILDING ? i ! 1j IN FL EL -0" I `� "1ig522 W w L F ` ig5.3ft 1 J v 04 0 to TYP � !1,► j � � 11 l ! l _1 f I f r j r I I I Iq2. 190.6o I Ira I ► C} F.. ! JJ ! l I Iwt. E 1 I 1 to � ' Igo , 50 / l Z U rn I itg5 W Z !Y w Z o �'= 0 6 w O it _ ! ___r.l---- - Z Z U 1 j I \ Q r `_I91-— I J lI! I IN•I88.t' 3 i J / 1 ! i \ � �..._..-- __.�-- -------_--r--- - -�---�"_ ........... w a 0 1 1 91-1 190.1.E+1 ' ' I �� +�.� o I �' I / F- j ♦ ` 167.40 1! ! i L_ ...... .. ....... -----' - - "I 1 /i ♦� I I ♦ Q V V V I / ♦ \ ` J .��.. -F 0i ION CONTROL ROL Zn ER BARRIER I = ta2.a2 / / r_..-44-- ` T 1 -- IV I — -- -J - Ian — Q V ! / _`tgt.so DETI,SION SIN No .� —— — _ Z 1013.50 — CAPACITY - 56w cp I _ Q 113g.68 t90.75 Ig j ,.-� ,— -�- -tg3 — Q INV + ❑ / r—^ — — — — — — y1. i t ne{ :, Ig3 �— r — !A 11'56.24 r 0 I— 1 / Ig3----- -- .. A- - �� � � 1gt �__ f � � � V_ / fry\ _\ / / / _+ `. . -- _ — —�---- .�AM -- -- _ - ! U O= �RAS.SED FILTER STRIP ~ -' -- --� -m --- -_ -- I Y"� _ — V / \ 191 6g ig1 61 I / / I I� t IMs - - -- --- ---- - ��'" 9R.1 _� / — — W NVj f� l z <: / / � � M ri m m 1� r■ r� /��. ILISER I:E.EV -191.50' r� -��Y �� i V' 186.6Tj I ! fr �.--Ig2--� _ - - - - r - WETLAND DELINEATION r � ---- -r ♦ . �" -`-._-- --- --_"_�ny� -- � W w_J ————�——�•—---- � '— —� — � A.W � f �` - r �' _ ����r � -71�1r� 1 79 �f�-- 1 � �-" r y — V -~ - - --ISg-- - - 18g.00 _ ..f-- - _ �- �... — O w co 188.54 —- y - I�� j + j-I INV IN. f I It ! 186.58 INV OUTS I85.94 ia5:a4 1 3? i + Q Jr 1 NOTES 13= Q O I w U_. U o: 1. SEE Ll01 FOR SITE LAYOUT INFORMATION r f r 2. SEE LI02 FOR SITE UTILITY INFORMATION Z w z + 3. SEE L104 FOR SITE LANDSCAPING 4 CLEARING LIMITS INFORMATION z 0 � r f 4. SEE L105 FOR SITE DETAILS r j Z m N + 5. SEE L106 FOR ADDITIONAL NOTES Q r 1 LuW wN z oc SITE GRADING FLAN 2372 SCALE:0-30'-0" TRUE NORTH PLAN NORTH L103 07/11/2003 05:12:30 AM O flC r f 1 f 1 i r r r ' J / iu Ix r t 1 ` f r 1 "" - t TA(rvrr%mtca arcaca ARCA DT1- ! cw I 0 V 0 f / ��gEt1'S I j INEW EARTH BERM W/ PO Mpm WEED CONTROL FABRIC ,i n r r r ; AND BARK MULCH c o p U r 1 p� 1 � � I 1 j C7°O I•tt, Z � EXISTING EARTH BERM W/ WEED CONTROL I lyuj � I FABRIC * WASHED STONE MULCH I ti zi z O r O 1 I EXISTING MEADOW O ! ! Q ABC ;' 16 I TO REMAIN I O (p , ! NEN ADD1T14N I , - 1 FB FIN FL EL.193'-0' MAINTAINED I ti ® D r- f SEEDED AREA EXISTING BUILDING I W r z FIN FL EL=lq5'-0" I r o u f 2 �= '� / LIMIT OF MAINTAINED O e--f SEEDED AREA 17 EXISTING PLANTED EARTH BERM W/ I u ! f MIX OF (36) PJ (35) AJ I I 2 r 1 y Be 1 f f I PO ,- r�% EXISTING PLANTED EARTH © I `^'`;"`^'`^'`^~`^" NEW EARTH BERM W/ Z � BERM W// MIX OF (24) PJ i WEED CONTROL FABRIC 4 r ! ( ) AJ AND BARK MULCH WLu Z f� r IMIT OF WETLANDS � Z (I) W- Z Z O I — _ I I C� < Z U f I i Z -� O Z f l I - _ MAINTAINE>0 �i-�i-�i -�r-��- �i �i_�� f] { SEEDED AREA W U Lu r NED z EXISTING iv t �i SEEDED MAINTAI AREA I ' O ! + I FLAGPOLES -` ; MAINTAINED LAWN Z 2 Q ! It 1 WP / ABC , RM O r f / r J! V V V \ I Z l� .............. 1 --EXIST MIX OF (i) DY, I _ z rr PJ f 2 J EXISTENI SIGN W/ MIXED (2) DWE, (1) FA, (1) CRPERRAL r CPL EXIST MIX OF (1) DY, i +---MAINTAINED SEEDED AREA ---� I r r 1 — z 10 `� f (2) DWE, (1) FA, (1) CR Q r f ! ( EXIST 3'--0' WIDE STONE 1 r 1-- 4 —1 ® EROSION CONTROL STRIP RM r RM W_ — MAINTAINED LAWN H `�- � -- .�_ -.. ...... ��++ / 1 f W = QLj J !/1 +r�++ ++ -1 O() - 0 = iiilll Itr � � r. f� ! r RM r 1• IMIT OF WETLANDS -- ++�- + r --- ' -� l — W +-._r ! --- !f GeTATION i — ND VE EXISTING 1^1ETLA "r+ +fir~i _JLu ` 1 0 LLk l a' I 1 r Il i r' EXISTING PANTING SCHEDULE NEN PLAN71NG SCHEDULE U � zQ r r SYMBOL DESCRIPTION SIZE (WHEN PLANTED) G?TY. SYMBOL DESCRIPTION SIZE (WHEN PLANTED) QTY. NOTES O�c� Q r ! I V L- _ J ABC AMERICAN BEAUTY GRAB MATURE 2 KC KWANZAN CHERRY 2' - 2 1/2' CAL. 1 I O C r 1. SEE L101 FOR SITE LAYOUT INFORMATION , 1 AJ ANDORRA JUNIPER MATURE 60 t RM RED MAPLE 6' - 7' 4 a IM ❑ CPL COMMON PURPLE LILAC 2 ! , - 3, 2 W 2. SEE L102 FOR SITE UTILITY INFORMATION z Z � ? W FB FLOWERING HUSH 5' ib 3. SEE L103 FOR SITE GRADING INFORMATION, WETLAND ❑ m W t ! BUFFER ZONE INFORMATION AND LIMITS OF WORK Z J MP MIXED PERRENIALS 3' 8 p CC r J DY DENSE YEW 4' 2 4. SEE L105 FOR SITE DETAILS M 6 f r H HONEYSUCKLE 10' 5 5. SEE L106 FOR ADDITIONAL PLANTING NOTES g L r DT DECIDUOUS TREE MATURE 3 Lu W N r 6. NEW PLANTINGS SHOWN ARE CONCEPTUAL ONLY. � r • rf PJ PFITZER'S JUNIPER MATURE 64 t 7. NEW SEEDED AREAS AND LANDSCAPING BY OWNER. r PO PIN OAK MATURE 2 " 1 7E LANDSCAPING PLAN $. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC 2372 RM RED MAPLE MATURE 11 5CALE:V-30'-0" WAY ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE ' MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. BB BURNING BUSH MATURE 2 WP WHITE PINE 10' - 15, 8 TRUE NORTH PLAN NORTH L1n4 0711 112003 1 0:11:41 AM 30" 1D SONOTUBE VARIES VARIES z MAX SLOPE MAX SLOPE 3 TO 1 2'-0" 3 TO 1 6" 50. TUBE LIGHTPOLE BIT PAVING @ ' 1.5% t SLOPE _ BASE PLATELu S WCUTT EDGE PREFABRICATED SILT FENCE - Fz 0 p w p-- E MIRAFI 100X WITH 3 -O HIGH Q x m O STEEL EDGING W/ STAKES FILTER FABRIC * 4'-0" WOOD Q x STAKES @ V--4" O.C. - BURY B Q m NOTE` FILTER FABRIC 4" INTO TOP SOIL A ANCHOR BOLTS AND TEMPLATES GRA55ED AREA @ TO BE SUPPLIED BY ELECT. MAX SLOPE 3 CONTINUOUS HAY BALES LAID CONTRACTOR-FIELD VERIFY 1 END TO END W/ 2 - 1"X1"X48" - - PLNA SIZE,LOGATION,* ORIENTATION WOOD STAKES PER SALE OF ANCHOR BOLTS PER GRAVEL BASE �i C MANUFACTURER'S SPECS ( J a 3/4" WASHED STONE 4" THICK r r-- 30" @ 1.5% t SLOPE FLOW4 jll*� ( q Lu ANCHOR BOLTS SET PER MANUFACTURER'S TEMPLATE �� �' i IL J N O Y I 3/4" TOOLED RADIUS WEED CONTROL FABRIC O fv in Q Q o > m E Lu us � A �c��SETTS d EROSION CONTROL STRIP DETAILEROSION CON�Ro� . ERR � �R 5 �D I �N� W�ojy�z,%= 0 GRADE SCALE:3/4n -0n 5CALE:3/4"4-0" SCALE:3/8"-1'-0" TOP OF SLOPE Z 0 o I r7— 4d 7 I EL 1g4.75 � W 0 0 04 I I I 3/4" ELECT CONDUIT �` J 4) U) 3 24" DUCTILE IRON GRATE H-10 m —0 I I I " 1 RATED- RIM EL=ig3.0 3 #3 HOOPS @ 12 D.G. � ' 3 I f J —}— — —+ —— — VARIES- VAR I ES- I I J (6) #5 REBAR VERT DETENTION EL ig4.0' MAX SLOPE MAX SLOPE I I TS5 REMOVAL EL = Ig3.0' BERM EARTH 3 TO I 2,_On 3 TO 1 � — Z 3 ELEV @ BOTTOM I92.0' 1 r� I J J z � 3 rn t4) I f I COMP BACKFILL - " W Z ` — I----- -}- ---a— O I 3/4 WASHED STONE Z 7- W O -nor LFILTER FABRIC SPILLWAY W/ 0 Q Z Z Q 1 1/2u WASHED FILTER FABRIC AT OUTLINE OF SWALE/ S ION PROVIDE 2 - I" DIA HOLES AT STONE BOTTOM 2 SIDES DETENTION BASIN BEYOND W U 2 191.67' O 1- 8" HOPE PIPE @ 1.0X 24" DIA. PVC DRAIN BASIN W/2' DP. SEG71 ON A iL INV OUT - IgI.0' SUMP AT BOTTOM OF BASIN- EL 18q.0` SCALE:3/4"=1'-0" "'�'' L PROVIDE GASKETED — 0 L I G� E FO E BASE ENDCAP W/ 4" DIA. Z -- CONTROL ORIFICE — V SCALE:3/40­1'-0" Z� 3 L Q� Ou7LET CONTROL RISER N O . 1 = o CLU oz: _ W VARIES 2'-0" VARIES = W MAX SLOPE MAX SLOPE W Q J 3 TO 1 3 TO I w JO GRASSED _ O U TOP OF SLOPE EARTH EL 193.50 BERM i W cD 0 I" THICK CLASS I "TOP" MIX GRAVEL. BASE — 3 24" DUCTILE IRON GRATE H-10 sp 1 1/2" OR 2" THICK GLASS 1 �l 1 RATED- RIM EL=191.50 SEC71 ON B "BINDER" MIX- (SEE 1_101 FOR -- z LOCATIONS) SCALE:3/4"�1'-0" cA Q Q DETENTION EL 192.75 �! $SS REMOVAL EL - lg1.60 3 ELEV @ BOTTOM 190.75 Q Lo L z Q 3/4" WASHED STONE Q Y FILTER FABRIC VARIES 2'-0" VARIES Q 6" THICK BANK RUN GRAVEL PROVIDE 2 - V DIA HOLES AT MAX SLOPE MAX SLOPE Z Ig0.67' 3 TO 1 3 TO 1 0 W Z SOIL STABILIZATION FABRIC AT VARIES VARIES VARIES W � !� 3" THICK PAVEMENT ONLY 10" HDPE PIPE @ 1.4% 24" DIA. PVC DRAIN BASIN W/2' DP. SLOPE BEYOND WITH 0 V INV OUT - 18q.50' SUMP AT BOTTOM OF BASIN- EL 1 1/2" WASHED STONE PROVIDE GASKETED 187.5' GRASSED EARTH BERMS ENDCAP W/ 5 1/4" BEYOND Q DIA. CONTROL E I I W 1 ! ! CV ORIFICE SPILLWAY W/ FILTER FABRIC Z 0 1 r DE7 1 1/2" WASHEDBITUMINOUS CONCRETE FAUING STONE 5CALE:3/4"=1'-0" II �I I `�' RISER SEC7ION C 2372 OU7L E7 CON 1 ROL NO . 2 SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" L105 07/1112003 06:13:25 AM SYMBOL LEGEND � ! 517E N07F.5 S 17F. NOTES CONS' 1 N u EDall p EXISTING CATCH BASIN GENERAL SEE DRAWINGS L101 FOR SITE PLAN PLANTING ALL FINE GRADING, SEEDING, 4 LANDSCAPING WILL BE BY OWNER. PROPOSED CATCH BASIN SEE DRAWINGS L102 FOR SITE UTILITIES PLAN SET PLANT MATERIAL IN PLANTING PIT TO PROPER GRADE AND ALIGNMENT. `p1 EXISTING LEACHING CATCH BASIN SEE DRAWINGS L103 FOR SITE GRADING PLAN SET PLANTS UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR ��� PROPOSED LEACHING CATCH BASIN RELATIONSHIP TO EACH OTHER OR ADJACENT STRUCTURES WITH SAME RELATION SEE DRAWINGS L104 FOR SITE LANDSCAPING PLAN TO FINISH GRADE AS BEFORE TRANSPLANTING. RT EXISTING HYDRANT WITH GATE VALVE � SEE DRAWINGS L105 FOR SITE DETAILS NO FILLING SHALL BE PERMITTED AROUND TRUNKS AND STEMS OF PLANTINGS. PROPOSED HYDRANT WITH GATE VALVE SOIL BEARING CAPACITY. 4,000 P.5.F. BACK FILL PIT WITH PREPARED PLANTING MIXTURE FILLING AND TAMPING = PROPOSED POLE MTD LIGHT z CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS UNDER AND AROUND ROOT BALL TO FILL IN ALL VOIDS. 'Z' PROPOSED GROUND MTD LIGHT U.O.N. REMOVE OR FOLD UNDER BURLAP OR POLY AND ROPE FROM TOP HALF OF ROOT BALL. EM> EXISTING FLARED PIPE END W/ RIP-RAP PLUNGE POOL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING SITE WORK. AFTER PIT HAS BEEN BACK FILLED 2/3RDS, COMPACT SOIL, THEN WATER l*w PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL FILL 4 BACKFILL FILL AND BACKFILL WILL BE PLACED IN LAYERS NOT EXCEEDING 8" IN DEPTH. THOROUGHLY, AND ALLOW TO SETTLE AROUND ROOT BALL, COMPLETE BACK FILLING FORMING A RING OF SOIL AROUND EDGE OF EACH PLANTING PIT TO D EXISTING FLARED PIPE END HOLD WATER MULCH AND THOROUGHLY SOAK. WRAP AND/OR STAKE �c ' FILL AND BACKFILL WILL BE COMPACTED TO q5% OF MAXIMUM DENSITY OF DESIGNATED WATER, ► PROPOSED FLARED PIPE END '� o OPTIMUM MOISTURE CONTENT. GRAVEL BASE PROVIDE A 6" THICK BANK RUN GRAVEL BASE UNDER CONCRETE APRONS PADS ArrCR MANTING, MUNC 0�rv�H�,) Or p=r0t2u0 0TVi-_K TO CAL.ANCE L=:* CD CNIOTINO CONCR Tr CULVICR� z AND BITUMINOUS PAVING. GRAVEL WILL BE COMPACTED q5% OF MAXIMUM DENSITY OF ROOTS IN SUCH A MANNER AS TO PRESERVE NATURAL CHARACTER u ¢n AT OPTIMUM MOISTURE CONTENT. INCREASE THICKNESS TO 24" MIN. AT DOOR APPROPRIATE TO PARTICULAR REQUIREMENTS OF THE PLANT. a PROPOSED CONCRETE CULVERT PADS ON NORTH FACING WALLS. REMOVE BROKEN, DAMAGED, AND ASYMMETRICAL BRANCHES AND SUFFICIENT O EXISTING SANITARY MANHOLE G��,EITS d PROVIDE SOIL STABILIZATION FABRIC UNDER THE GRAVEL BASE AT ALL NEW 3" OTHER GROWTH TO ENSURE HEALTHY AND SYMMETRICAL GROWTH OF NEW WOODP ON DECIDUOUS STOCK. PRUNE EVERGREENS ONLY TO THE EXTENT OF REMOVING 0 PROPOSED SANITARY MANHOLE a z THK BITUMINOUS CONCRETE PAVING. SEE L101 FOR LOCATION. BROKEN OR DAMAGED BRANCHES. a o 12 M !>4 EXISTING GATE VALVE B Q CONCRETE APRONS SEE FOUNDATION DRAWINGS 5101 THRU 5106 FOR ADDITIONAL CONCRETE APRON ALL SHRUBS AND TREES SHALL BE FREE OF DISEASE AND INSECTS. SHALL coz PADS, SIDEWALKS AND PAD LAYOUTS AND DETAILS NOT HAVE ANY BROKEN OR DAMAGED BRANCHES AND SHALL BE OF THE BEST D4 PROPOSED GATE VALVE AND STAIRS POSSIBLE QUALITY FOR ITS SIZE SHAPE AND GLASS. APRON, PAD AND SIDEWALK CONCRETE WILL HAVE A COMPRESSIVE STRENGTH ' —3 GAPPED PIPE END OF 4,000 P.S.I. @ 28 DAYS. FINE GRADE AND SEED ALL DISTURBED AREAS. -Da3 GAPPED PIPE END W/ GATE VALVE CONCRETE APRONS AND PADS WILL BE REINFORCED USING I LAYER ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY 0 O 6"X6"-W1.4XWI.4 W.W.F. REINFORCING ME514. K' EXISTING UTILITY POLE V ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED r IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. 0�v PROPOSED UTILITY POLE ISOLATE APRONS AND PADS FROM FOUNDATION WALLS AND PIERS USING 1/2" THICK CLOSED CELL POLYETHYLENE FOAM EXPANSION JOINT FILLER. L� W HANDICAPPED PARKING SPACE u 0 o C4 APRONS AND PADS WILL HAVE A FINE BROOM FINISH WITH 3" TROWELED EDGES U.O.N. TEST PIT m O 3 APRONS AND PADS WILL HAVE TOOLED CONTROL JOINTS AT A [:]Tx TRANSFORMER PAD 3 j- MAXIMUM SPACING OF 5'-0" O.G. U.O.N. TREE LINE 3 u BIT PAVING, BITUMINOUS PAVEMENT WILL BE PLACED IN TWO LAYERS U.O.N. WITH 1 1/2" OR - - - - PROPERTY LINE CURBS 2 THICK 5A5E COURSE OF MASS. STATE D.P.W. CLASS I BENDER MIX AND 1" THICK TOP COURSE OF GLASS I "TOP MIX". [SEE SITE PLAN FOR TOTAL - EASEMENT LINE PAVING DEPTH] -- -- Z PLUNGE POOLS, PLUNGE POOLS WILL BE APPROXIMATELY 48" SQUARE WITH A SINGLE - -EL-- -- EXISTING ELECTRIC SERVICE O EROSION CONTROL LAYER OF 6" RIVER STONE ~ U) STRIPS EL PROPOSED ELECTRIC SERVICE Z_ V Lo PROVIDE CONTINUOUS 3'-0" WIDE X 4" THICK EROSION CONTROL STRIPS AT THE w W Z � , � EDGE OF BITUMINOUS PAVING AS SHOWN ON L101- SEE L106 FOR DETAIL. -- -E-- - EXISTING SITE ELECTRIC ! Z 0 DRAINAGE PROVIDE 24" DIA PVC OUTLET CONTROL RISERS AT THE DETENSION BASINS- E PROPOSED SITE ELECTRIC Z Z U) W O STRUCTURES SEE L105 FOR DETAILS. U ------T-- - EXI5TING TELEPHONE LINE z J Q Z Q DRAINAGE PIPING DRAINAGE PIPE WILL BE SET AT A 0.5% SLOPE U.O.N. W a. U 0 ROOF AND STORM DRAINS WILL CORRUGATED SMOOTH WA METHYLENE T PROPOSED TELEPHONE LINE Z R LL BE G TED 5 OOT HALL POL SEWER PIPE WITH BELL COUPLINGS. PROVIDE FITTINGS AND CLEANOUTS AS - --W -- - EXISTING WATER LINE REQ'D. PROVIDE FLARED END SECTIONS AS INDICATED ON THE SITE UTILITIES PLAN. W PROPOSED WATER LINE Q - - -G-- - EXISTING GAS LINE G PROPOSED GAS LINE z -- --SAN- - EXISTING SANITARY SEWER LINE - Q U Z SAN PROPOSED SANITARY SEWER LINE - Q - -ST- - EXISTING STORM DRAIN LINE Q= ST o PROPOSED STORM DRAIN LINE - O IZ C� U = G PROPOSED CULVERT LINE = 0 W _ C0 RD PROPOSED ROOF DRAIN LINE - J W SD PROPOSED SLOTTED DRAIN LINE W w = W J -_ OO FD PROPOSED FRENCH DRAIN LINE = W O !D PROPOSED INFILTRATION DRAIN LINE [[7 - 2W - - EXISTING CONTOUR LINE n 320 PROPOSED CONTOUR LINELu 0 � DIRECTION OVERLAND WATER FLOW ¢ Q + 461.0' EXI5TING POINT ELEVATION L a + 461 A' PROPOSED POINT ELEVATION • Q Z Q a: Q ova o0 � � z W w J r J Q V m N o Z � z oC a 2372 L106 w _ w tp N 22'-I 1/2" EAVE HEIGHT -- 22'-1 1/2" SAVE HEIGHT ! I II L I II I II Lu - ! f 79 70 I I II II II j ! I II �l II IIf ! I I , II lh 1 II I � I I II II I51.x I I II1 11 I . II - rn x I NZ I > � If If II 1 � i rn If II I rn Ilf - � � I � fl • , , II Ira it PO - �. II I I1 1 II III - II I - II II I if ! II II I II I II II II I 11 1 II II I III II II 1 x II I fl II I II I II • x 22'-1 1/2" EAVE HEIGHT -- II I 11 II I _ 11 II 1 f1 I II I - II II I 11 II I II I -- II II I JIII I - II L��a= 144 AIH II 1 � I I �� -- - 22'-I 1/2" EAVE HEIGHT w �a lls N O 0) J I" � W N c'- � w O O O zs XO-N-INn. Ncs 1 o ti rn� m fl, r�x z U1 0 CEO =-rL) �r� cA3n �7D r f r 70 3 M z z y 70 X� Tu_n AAA iar-_lrlr r� c m - ram- O m Nrn {)(n1�3 p�_-nl ! " i r O �� -n > x a p< M7070 N )3 � n J}� � Cb r v �tTl �c CDr$� NrZ1 n � $ ._} RnL.> n n� prnz O (J)(p(t- a)-4 4rn UX _n Mrnd C1 d C7 Cp 3 r R z d c:2� Qn rn z m r nr =l7 w r BUILDING ELEVATIONS SCALE AS NOTED ENGINEERING TH E °F "R oeAwN KKPLANNING N NEW ADDITION FOR: ' CONSTRUCTION UTLER BERSON y C4ECKEQ LEARYW STRUCTURAL w l BUILDER N N RENZ AMERICA� INC. IIIIIIIIIIiIIIIIIIICC)M PAN Y SINCE 1955 A� Na. 3z3$7 IlaQATE I{}-oa-o2 92 ALMGREN DR. AGAWAM MA. THE O'LEARY COMPANY INC, www.olearyco.co r� Ins 376 COLLEGE HIGHWAY SOUTHAMPTONNA 01073 [4131 527-1360 NO. DATE REVISIONS $13l200311:33:09 AM BUILDING CODE REVIEN THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE STATE BUILDING CODE AS FOLLOWS: ■ C�IAPTER 3/4/5/6 NEW ADDITION FOR , USE GROUP F-1 MODERATE HAZARD FACTORY TYPE OF CONSTRUCTION 2C NON COMBUSTIBLE/ UNPROTECTED ALLOWABLE BUILDING AREA 9600sf (BASE) + 1q,200 sf (SPRINK. INCREASE) + ■ 14,400 sf (PERIMETER INCREASE) = 43,200 sf (TOTAL) ACTUAL BUILDING AREA 411500 sf ALLOWABLE BUILDING HEIGHT 3 STORY- 50' W SPRINK. INCREASE ACTUAL BUILDING HEIGHT 1 STORY- 23'-4 1/2" HANDICAPPED ACCESSIBILITY FULLY ACCESSIBLE 92 Ho ALMGR N DR . AGAWAM , MA . CHAPTER q FULLY SPRINKLED WITH ACCORDANCE WITH SECTION 904.0 CHAPTER 10 ALLOWABLE ACTUAL NUMBER OF OCCUPANTS 150 MAX NA NUMBER OF EXITS 2 MIN 2 ADDITION ONLY LENGTH OF TRAVEL 250'-0" MAX 150' GHAPTER 13 REQUIRED PROVIDED + // U R U R ROOF ENVELOPE .056 17.66 .051 191.61 ADDITION ONLY WALL ENVELOPE .0791 12.66 .072 13.85 CHAPTER 1 (o ROT,6 57 LOCUS MAP ROOF SNOW LOAD 35 PSF ROOF DEAD LOAD 4,5 SPF COLLATERAL LOAD 5 SPF WIND LOAD 12 PSF SEISMIC LOAD PER SECTION 1612.0 w ZON I NG REVIEN z THE BUILDING AS DESCRIBED BY THESE DRAWINGS MEETS OR ASRAAIS 'ORIVE EXCEEDS THE REQUIREMENTS OF THE LATEST EDITION OF THE Uzi LOCAL ZONING ORDINANCE AS FOLLOWS: o B cry �o S PROPERTY LOCATION q2 H. P. ALMGREN DRIVE, AGAWAM, MA. ZONE INDUSTRIAL A a - ---- - - W ITEM REQUIRED PROVIDED Z - - LOT SIZE 1.5 ACRE MIN. 4.910 ACRES 4 2 LOT FRONTAGE 100 FT. M I N. 375 FT. ot: LOT W1DTH 100 FT. MIN. 3(ol't TO 29q't LOT DEPTH N/A 706't TO 583't FRONT YARD SETBACK 75 FT. MIN. EX. BLDG- 75-0" SIDE YARD SETBACK-NORTH '45 FT. MIN. 45 FT. SIDE YARD SETBACK-SOUTH 45 FT. MIN. 156 t FT. 51RE� PROJECT LOCATION REAR YARD SETBACK 45 FT. M I N. 200 # FT. PAVING SETBACK 15 FT MIN. 40 t FT. (SOUTH SIDE) BUILDING SIZE N/A 26,500 sf (EXIST) + 15,000 sf (NEW) 41,500 sf (TOTAL) BUILDING HEIGHT 30 FT. MAX. 23'-4 1/2" TO RIDGE BUILDING COVERAGE 50% 1 q.44% TOTAL IMPERVIOUS €07 OF AREA NOT it OF --, COVERAGE COVERED BY BLDG. 19.20% cEaBE h�na. OFF--STREET PARKING srRu 7 `' Kucnc � -� � No. 32387 EMPLOYEE I SPACE FOR EACH Iq (EXISTING) + 26 ( NEw) = 45 (TOTAL) 172 1.5 EMPLOYEES 3 (EXISTING) + 0 � VISITOR PER WADC EX ST NG) ( NEW) = 3 (TOTAL) W.G. ACCESSIBLE 5 TOTAL 3 (EXISTING) + 2 ( NEW) - 5 (TOTAL) II II ENGINEERING TOTAL NA 25 (EXISTING) + 28 NEW) 53 (TOTAL) 1111111111111111111111111111111 OFF-STREET LOADING PLANNING LOCATION PROW 1BITED FROM LOCATED AT SOUTH SIDEAk STRUCTION T13L FRON YARD CON NO. OF SPACES 1 LOADING DOOR 3 EXIST DOCKS 4 1 EXIST DRIVE-INC 0 M P AN Y SINGE 1955 I NEW DOCK - 5 TOTAL L-1o4qQwEB U TLE R WADC SEE Dw LANDSCAPING PER Gmoo BUILDER 6r3121m3 9:25:31 AM 26'-0& 125'-0' ADDITION tW-10 W4* (SETBACK) EXIST BLDG NEW BLDG N O U) 1 f EAR REALTY NOMINEE TRUST I I I f 8001' 10f,D6 PAGE 865 r PLAN BOOK 311 PAGE R7 tt 1 I I 1 I f t PARCEL E-4 f t AREA - 2.880 ACRES H I fI J ►t /' r I I t � � I ❑ __ 544^54'4i"`I"I.,._ -- -_ _... -- -- -- -- --- ' I . 583.24' ` r o Z Lu fr , x Lu 1 1 ® EX COW RETAINING EX CONK DOOR PAD WALLS �P OF 5) EXIST STORM DETENTION AREA Q U 0 r N 1 1 � DOOR PAD 1l TS —EXIST EART14 BERM -••4 I EART14 BERM Z 00 Ql co ��ya�WO 1 1 , J 1 p rJ O 1 1 0 ' 1 NEN ADDITION , ow 1 FIN FL EL-I93'-O" ' o «- r r f EXISTING BUILDING ?REM Ar,ERICA PARCEL 1 a W 1 j r FIN FL EL-IqS'-0" AREA - 4AO ACRES PARCEL E-5 � g o �r I ,..., 1 r EXIST 2' BIT CONK 1 3 f SPILLWAY- TO BE 1 3 u r REMOVED 1 r } EXIST CONC APRON ! 1 O EX DRIVE-IN DOOR jJ f � 1 1 � , Z I I 1 r � _ - ' O 11] _ ti 1 © - EART+1 BERM Z V � D CONK �2) E)CIST TRUCK W Z ~ DOOR PAD �� DOOR PAD � `01 - $ice LJ Z 0 to 2' BIT GONG R _ ,. 1 _ - r L i Z w- r I SIDEWALKS ATG I SLOPE w, 0 r SI r'' NEW 2 1/2' E K _• +� Z Z �/} U o 1 BIT CONC, PAVING. PAD _ r _ - -'- - - ' (7 Q Z 1 •I' _ 5'-0' WIDE x Z -.-� 0 z r �'-EXIST EART1•I BERM— � W-61 12' ,O 22'-V 20' ' 2' TNK BIT CONC 5' -1:3' L13' = - - 13 SP 1 A'-0'• ![7' SIDEWALK 1 -NEW i' TNK COWL NEW 2 I/2' TNK• --EXIST CONK SIDEWALK IST STONE DUMPSTER PAD- _ 4 BIT CONK PAVING ,Si 5P Y w , i;rvE21F1 slZE-SER06aDBE TALL EXISTING -RENSREMO/E IZ f35'R chi n S) r V V V z 30,R 10'R r 1 F�C1sT EXIST cuRB , -B� 15' � � IDE STONE peo a_Dc SP f a-&- 72-o'_ �4' r - T r' __"' �- - EROS ON wcO�ITROL STRIP — r J CURB 5 — - - � E sll�W•�'1 .i1GK ' '. _ _ r !~ . z % prF CZ7NC PAVING=t' ;� �' 1 — Q f r 14 Ex SP P O'-0'- I26'-D'CEO> - - � �= Z r ❑ I EXIST 5'R 36,R S 2 i ' S'R r' ~ r- — uj U O= + CURB 1T TYP EX P VI 1 EXIST BIT PAVING '0'� 7n �- �� -- _ TO BE REMOVED -r 1(ob.7! w ~��--�- — _ V W 1 1 EXIST CONC r r- r ��,_-��538•�47 >-o ENCE TO BE �- "" X W 1 REMOVED - - - — r --�+-" - — `~ Q I 1 I EXIST 3'-0' WIDESTONE ~ "- — �~ END OF EROSION GO W DL STRIP — NEW 3'-0' WIDE STONE --r- O O r f EXIST CURB r r EROSION CONTROL. STRIPS — U wco •�1 �W - 1 _.�, � -r W I L.LIAM R. FERRY 4 r M 538 �---,- �~ — - ~'~ PETER S. CORCODILOS, L r ' , - � TRUSTEES OF GAC REALTY TRUST 1 -_ � Boat ea53 PAGE 1q �E PLAN APPROVAL' uQs I ,-�-- — f BOOK CIM PAGE 27 AGAWAM6 86 r [ -•- � --'� r r r- BOOK 105 PAGE 441 PL�la PLAN BOOK 2% PAGE 123 Q 1 r 1t PLAN 500K 277 PAGE 40 M i Tom!# ar ASWAM A' Hipf PLAN BOOK 310 PAGE 26 DRAINAGE EASEME 14T ! � •CC I I < l 1 zQ r I NOTES oQa f f w f I. SITE BOUNDARY INFORMATION TAKEN FROM A SURVEY PLAN / LL U r I ! ENTITLED "PLAN OF LAND IN AGAWAM, MA.' PREPARED FOR WESTMA55 � r r AREA DEVELOPMENT CORPORATION. BY HERITAGE SURVEYS INC. 0 1.. : f J COLLEGE HIGHWAY AND CLARK ST, P.O. BOX #I, SOUTHHAMPT , MA. ! JOB NO. 2408-44OgO9 DWG. NO. 240880W MAP NO. 2408-011005 0 W TOWN OF AGAWAM 3& WIDE DATED: OCTOBER 5, 2001 �� LU a:DRAINAGE EASEMENT � a r � f 2. SEE LI02 FOR SITE UTILITY INFORMATION 0 0 C �- C fr r 3. SEE LI03 FOR SITE GRADING INFORMATION, WETLAND 7" r f BUFFER ZONE INFORMATION AND LIMITS OF WORK f r UJ W N f r r 4. SEE L104 FOR SITE LANDSCAPING E CLEARING LIMITS INFORMATION N Z f � I 1 1 S. SEE LIOS FOR SITE DETAILS SITE PLAN 2372 6. SEE LI06 FOR ADDITIONAL NOTES SCALE:I"-30'-0" TRUE NORTH PLAN NORTH Liol 61312003 9:38:26 AM N z O f z EXIST 8" ADS OUTLET PIPE- 1 jf Jf jl f j REMOVE 4 REINSTALL W/ f r LOWERED IWERTS 4 1.0% SLOPE- IX STORM DRAIN I J f PROVIDE NEW OUTLET' CONTROL. r f RISER- SEE U05 FOR DETAIL�2 RELOCATE END OF PIPE ��� 1 1 PROVIDE NEW FLARED END 4 I J PLUNGE POOL- NEW INV_ 192.33 +/ - - 8 18772 _. _.. -- ,..— .._ ...- -... - r NEW SEDIMENT2- SEE .. Y TRAP No � 4 p o LI05 FOR DETAILS Q LU w ` j f 1 j 1 —�'' EXIST DETENTION L3ASIN No. 1- 1 � U 0 9 r I ! f f INV oUT• -S� EXPAND CAPACITY TO 40X>o cF iNv-143 33 I I90.75 10" quo t~STs r j f f I f NEW SEDIMENT TRAP Q z r I 1 f 1 ! No I- SEE L.105 FOR I 1 1 DETAILS I ! 1 l l L '!� � SAN 6" IX I GAS SERVICE f I f j f l ""N4k SEWER .00 RIM IcI2.86 �` 1 ! ►�.•I� _ SAN NEN ADDITION 1 c°� 0 I f 1 1 ———Ga —— �" FIN FL EL-I95'—O' 1 ® O EX So WATER SERVICE 1 1! -�---- - — EX 1 ST I NG SU I smeR -DING I w n r 1 FIN FL EL-195'—O" 1 , j Aq a N oX i2 wAtER MAIN j I 1 aU') f I!I ! EX 4' D.I. EX 8" SAN SEWER PIPE r j j I I I WATER SERVICE 3 f l j f 1 WWAIWALLPACK W ' rt IX GAS MAIN 1 f (TYP OF 4) , 3 1 3 It EXIST PAD MTO u� TRANSFORMER W/ PR)=CAST CONC VAULT rl 1 I II t j 1 Z O_ coo ti F" r I I I !! NEW 400 WATT Z U r l I I I f 14PS WALL L GWTS ( YP PACK (� n E OF3) ; W Z Ix � WZ a EX 0%ADS sT DR Z Z V O I I ! If z -io�04 U.Q. POWER FEEID z r I j INV -188 88 -TEL- — — -�/ TO YARD LIGHT PROVIDE e. Z ——— — J E-— —— (1) 1' PVC CONDUIT 1 0 1 XU 1 0 IX UG TELEPEiONE Q rr j 1 i f l 1 1 SERVICE 14Ef ! f f r EX UG PRIMARY t W/ CU 14 30' STEEL POLE — ELECTRIC SERVICE IX TWATT SEE 1 — r I I87• \ L105 F BASE ETTAIL 1 — 0 = Z cn rj I f 11 1 - 66v v v � 1 T————— FLARED M W/ PLUNGE POOL. r I ! I f I ! EX 24" RCP CULVERT IIg1.50 r I I 11 NEW DETENTION BASIN NO. 2 Ex STORM DRAW CAPACITY- 56W cF. r•— � — L Zox 16624 I I U 'lo -- I I f �__ — 1 INV - 186.67 '� r� r �--, ......... -- W I NEW SEDIMENT TRAP No. 3- - r'-' — 0 SEE Li05 FOR DETAIL � -.��-—_r • 1 'r X Ise W aJ EXIST 24 .� w W ' STEE1 POLE _ .-= -�!- �^-- r r T = R J 0 I(I 1 I I ] 1 wl T V i4UP.5 L P AM r � INV OUT- U r 18�t.oa — NEW OUTLET CONTROL RISER -� o r f I j I f CONTROL STRIDE EROSION SEE LICn FOR DETAIL r r �"' W _r r 1 I j 1 f INV INr DRAINAGE EASEMENT WIDE I I -r �186 40 tu INV OUT# �� r �� 1 tu 1I _CCU 1 r ! f .�.,�. TT EX 30 RCP CULVERTS f- ', r! 186 N- �L r �- r �� �- { -1 e5.a r l I I j r J r At r ! j rr fl 1 L14 11 r NOTES 1 II f I. EXISTING UTILITY INFORMATION TAKEN FROM A PLAN O I f 1 ENTITLED "SITE UTILITY PLAN" FOR RENZ AMERICA, INC. PREPARED BY T14E OLEARY CO., INC., 376 COLLEGE WIG14WAY SEDIMENT TRAP ELEVATIONS UL V r I f j J SOUT14AMPTON, MASSAGMUSETTS 01073, (413) 527-IW r j If I I j Ex UG TELEPNorLE PROJECT NO. 2266, DWG. NO. L-2, DATEDo 2-8—qS NUMBER ELEV AT TOP OF ELEV AT TOP OF ELEV AT BOTTOM OF EARTH BERM SPILLWAY SWALE/DETENTION w W 1 1 I II SERVICE 2. SEE L101 FOR SITE LAYOUT INFORMATION 0 I i 1g2.83' 1g2.50' Ig2.08' �J If 1 EX UG ELECTRIC B. SEE L10BUFFER FOR SITE RRAT ON IN D MAT S, WETLAND 2 1g4.00' IC13.b7' 1g3.25' � J r 1 ! 1 SERVICE BUFFER ZONE INFORMATION AND LIMITS OF WORK 3 IgI.75' IgI.42' 191.00' s� I 1 I ! 4. SEE L104 FOR SITE LANDSCAPING INFORMATION G R m N I I j , TOWN of AGAwAM 3a WIDE 5EE L105 FOR DETAILS J f ! f 1 DRAINAGE EASl�slxr S. SEE LI05 FOR SITE DETAILS Z Q Uj W 04 Ir j f fatr 6. SEE Li06 FOR ADDITIONAL NOTES AND DETAILS N Z r 1 �I l I r1 j 1 SITE UTILITY PLAN 2372 J"CA1L1:�1"a301—O" TRUE NORTH PLAN NORTH L102 6/3/2003 9:63:20 AM N ! 1 f 1 y r 1 � y r w ( f J! 1 f I 1 RISER 3=1 1/• NEW INVO I 1a2.33 EXISTING DETENSION BASIN No I 1 193.00 t/- I y 1 � .0 EXPANDED CAPACITY + 4000 cf y . V- &r * E37 j -- -- - 1 1 188.78 or+ 95.10195.32 1 1 r INV OUT I - - _. - ----- --- ----- - -- 195 Ig0.75 1 1 �� -141- / JUJ INV- © N -IR3-- ---ICA------------- ----- 1xa33 ' I % I - - ------------------- �' _~ t � � �ts 1 ! 1r5.27 195.i9 or ►+ : >ere , ';' + ig5.62 I9s Z 1 1r! 1 ! I I GRADE- P MST SPOT t s W o ! lit 1 11 1 r \\ GRADE- TYP , ►' l 11 f 11 1 fl �1 i I � ` �''���rwtr� � d� E r 1 o , r �� 0 O NEW ADDITION ''�-�` , � co FIN FL EL-Ig5'-0" �� ® O .- 1 EXISTING BUILDING \ 1 � FIN FL EL-Ia5�-O" f � W 0 to ° r--7 0 �� , 3 r- 11 11 11 1 1l1rr ! 1 1 1 r j - Z r ! WFrLAI�DS j!1 ! 1 1 1 i 1 1 ❑ I92. Igo.60 � + 0 � o rr 1111 j1 1 , I r 14{.5 1 ft� l VFRI 1 z Ur V Lo w z 1 1 1 1 1 ! 1 1 I l9a.so s9q.so 14I. W Z I-- r ! Z z V) W O 1 ! r 11 1 1 1 ! 1 1 I I // 1 1 \ 10r3' W �r- r� Z 1 ! f I / 1 ! I \\ -r-�-� SUFFER LINE -� ti Z 3 !o Z .���. ............ +r.- �..�.. / W U� ' V z 1 r ly 1 ! 1 I / I 190.14+ 1 1 1 i �---r - ----]*A-----_f- / _ ....�.-�- 157.40 If f / 2 1 1 \ - \ \ / 1 , ♦ 1 `� / 1 1 \ \ I43.50 I93.50 �\ 0 ' 1 1 V V V \ / 'EROSION CONTROL z (n 5ARRIER ' �,f 19z.42 / / r --r �-_ 1 Ial1 � - 1 - � � z_ �195.09 y .� '' ` r _ 1 r T4 / /� ` 1 1 I +191.5o DETENSION BASIN No 2 -�-r / - / CAPACITY ■ 5600 cf I Z CEO, / / 190.76 191 �� 1-_� _ INV - - 191.86 189.68 1 ���"� �� O Q CL 186.24 r ❑ �� � / 1q3 / �/ \ ♦ RASSSED FILTER STRIP `~ r >r r. i� - -- -_- -- - A3+ ,� I W alb' (.�A5 1 � � / _ `� � r- � ,+ 1ZI5l=R ELEV +191.50' � �,,,,� � ,r± �'� 1 1+ 1 - 186.E 1 1 1 r - � �-- �� INV IN+ e� A9�- +Ay �'� �""--�A6 - �� W W J ` A!0 1a ��'III �- - �- 1 1 1 1 A2A 1 1 1 % ---- ---------.-.--- r -._- - - - �� �- Ail r- Al1� - �- ��i�� 41� �a r - � � = w J O - I69 - --�- r r r _ 0 C3 LLJco `�I� A13 188.554 �11 AI �� - r AIL +AIS I \ --- �� - ---. 188. ��+ r f j j r INV IN= Lu INV OUT- r 1 "�' -r�" . -- -� � O 185.84 r 1 LIMIT OF WETLANDS ` w Q INV OuTo Ali Lu 1 � r Q +" ' NOTES Q I WETLANDS FLAG 1. SEE L101 FOR SITE LAYOUT INFORMATION af r � r LOCATION t No.-TYP /tom Q f 2. SEE L102 FOR SITE UTILITY INFORMATION V� uj r tti- f1 5. SEE L104 FOR SITE LANDSCAPING * CLEARING LIMITS INFORMATION z� Q r�� 1 1 4. SEE L105 FOR SITE DETAILS CL = Q v mN � 1 S. SEE L106 FOR ADDITIONAL NOTES ..fir a r u W w zn � r f zoc � � 1 517E GRADING FLAN 2372 5CALE:0R30"-O" TRUE NORTH PLAN NORTH L lVo 613/200312:41:26 PM U) LU O I f f t s l f f f I . 1 ! 1- r } Ll I f f � 1 1 , 1 1 A ff z Y W L L C@> MAINTAINED o ! ® SEEDED AREAS Rf.av<Ay+Av+n 4'�w 's<AV+AY�A�+w a>�A�<wY+il v,�w a>� AY<['A <["> •<A'ILA>+A �<•<A>�A��wy,�A�+A ,I A'<A><A>�A <4y�A��<� a> Ay�A<�A>' EW EARTH BERM W/ >Ytw >•«>" n >;<n,,<w»<.>Y<:Y�Lw>;<n>•<w>•,. >•<w>;<n,•[w>•�;Y:<w>•<w>•n>;<w>•<.>;.n> >•<w>•<w . W •<w " •[ww"'" "'Y< WEED CONTROL FABRIC ! , >•<w>•<ATY<w>><w>. >.<A>•<wT•<w>•<.>.<nY•<w>•,w, }•�w >•Ln>•<n> •} •'>•<w>•< <.> < 1 AND BARK 11ULC44 EX15TING EARTH BERM W/ WEED CONTROL f 1 r ,, FABRIC # BARK MULCH 1 f f O r NEN ADDITION _�rl_-� FIN FL EL=1g5t-0° ��—EXISTINQ ® V EXISTING BUILDING E REMAIN It MAINTAINED W �} L r \I II FIN FL EL=lq5'-On SEEDED A y J O o 04 }► J 0 Ln 5 O ! J Ems, f ` f ! W ,1 - 1 3 f 1 r4 �� 7-' r EXISTING PLANTED EARTH BERM W/ f rW ,�i/, MIX OF (36) PJ # (36) AJ f l j z 2 %I- / �`%I, <nT•[w`•<.a Yin>Y�wY Yew>T�4>T�^`.�A>Y<.>Yiw>Y��>T >T 1< 1 < r Amy >y Lo EXISTING PLANTED EARTH El NEW EARTH BE Z U In BERM W/ MIX OF (24) PJ BERM W/ ` (') ! �''' # 24 WEED CONTROL FABRIC f ! `%r, ( ) AJ AND BARK MULCH ► w Z w O Z r 1 ! Sri" KC Z 2: z W O MAINTAINED 1 a U 0 r r SEEDED AREAS (MAINTAINED r ! SEEDED AREAS I � ! KC 7 wp j r EXIST MIX OF (1) DY, 1 }- ~ EW � (2) DWE, (1) FA, (1) GR — O f � � V V V —_ j 1 I EXIST MIX OF (1) DY, MAINTAINED SEEDED AREA (2) DWE, (1) FA, (1) GR Z r — �-- _ CL Co) w f EXIST 3'-0" WIDE STONE 4 1— — O 1 ! EROSION CONTROL STRIP f � -� —+ ++ 1 r — J J LLJ J r — W Q - EW _.�- - - w _ MAINTAINED SEEDED AREA + ++'�++ r r U j ! 18 f f r._,._I f CU ! 1 EXISTING PLANTING SCHEDULE Y NEN PLANTING SCHEDULE � C� 1 NOTES J SYMBOL DESCRIPTION 51ZE (WHEN PLANTED) CITY. 5YM50L DESCRIPTION SIZE (WHEN PLANTED) QTY. 0 r 1. SEE LI01 FOR SITE LAYOUT INFORMATION U. 0 a^ ! f ABC AMERICAN BEAUTY GRAB 2' - 2 1/2' CAL. 2 KC KWANZAN CHERRY 2" - 2 1/2" CAL. 1 C) a: �"-/1 AJ ANDORRA JUNIPER 18" - 24" 59 PO PIN OAK 2° - 2 1/2' CAL. 1 2. SEE LI02 FOR SITE UTILITY INFORMATION Z W w "'�- ► GPL COMMON PURPLE LILAC 2' - 3' 2 WFD WHITE FLOWERING DOGWOOD 6' - 7' 4 3. SEE L103 FOR SITE GRADING INFORMATION, WETLAND 0 W J GR GATAWBA RHODODENDREN 18" - 24' 2 BUFFER ZONE INFORMATION AND LIMITS OF WORK z 1 DWE DWARFED WINGED EUONYMU5 15' - 18" 4 4. SEE LI05 FOR SITE DETAILS m L r !� z >� f DY DENSE YEW 18" - 24" 2 5. SEE L106 FOR ADDITIONAL PLANTING NOTES g Z Q 1 � w ui N !t f FA FLAME AZALEA 18" - 24° 2 6. NEW PLANTING5 SHOWN ARE CONCEPTUAL ONLY. H KG KWANZAN CHERRY 2' - 2 I/2" CAL. 2 . + 7. NEW SEEDED AREAS AND LANDSCAPING BY OWNER. j 1 P.! PFITZER'S JUNIPER 15" - 18' 60 SITE LANDSCAPING PLAN 2372 PO PIN OAK 2" - 2 1/2, CAL. 2 SGALE:0F30'-0" WFD WHITE FLOWERING DOGWOOD 6' - 7' 18 WP WHITE PINE 4' - 5' 7 TRUE NORTH PLAN NORTH L104 i 6/3r"3 1:16:55 PM 30" ID 50NOTU15E VARIES VARIES MAX SLOPE MAX SLOPE 3'-0" 3 TO I 21_0u 3 TO 1 flc o 6" 50. TUBE LIGHTPOLE HIT PAVING @ ' 1.5% t SLOPE w SASE PLATE - FORMED OR w p CL SAWGUT EDGE PREFABRICATED SILT FENCE - N H M p w- MIRAFI 100X WITH 3'-0' NIGH a �, o 0 o STEEL EDGING W/ STAKES FILTER FABRIC 4 4'-0" WOOD E > cn NOTE: STAKES @ 8'-4" O.C. - BURY nB Lu ANCHOR BOLTS AND TEMPLATES GRA55ED AREA @ FILTER FABRIC 4" INTO TOP SOIL o TO BE SUPPLIED BY ELECT. MAX SL0 OPE 3 CONTINUOUS NAY BALES LAID CONTRACTOR-FIELD VERIFY } 11 END TO END W/ 2 - 1"XI'X48" PLAN 51ZE,LOCATION,* ORIENTATION WOOD STAKES PER SALE OF ANCHOR BOLTS PER o C MANUFACTURER'S SPECS GRAVEL BASE v J N 3/4" WASHED STONE 4" THICK '1- 30" e. @ 1.5%: SLOPE FLOW v ANCHOR BOLTS SET PER " j C ' MANUFACTURER'S TEMPLATE �' - ► p ---3/4' TOOLED RADIUS WEED CONTROL FABRIC p ~ 4 u co UJ n u ca Y A z� m -�--- --�- EROBION CONTROL 57R I P DETAIL EROSION CONTROL_ BARB I ER SEID11"*01EN7 TRAM' LAYOUT - a� I 5CALE:3/4"=I'-0" y z - w m O GRADE SCALE:3/4"-I'-0' 5CALE:3/8"-i'-0' �� I I NO�v�oa I I I � O I I --- - TOP OF SLOPE ® U I EL = 1g4.76 W W o V In I I I I °° 3/4" ELECT CONDUIT ^l 3 24" DUCTILE IRON GRATE 14-10 { . #3 HOOPS @ 12" O.C. } RATED- RIM EL-1g3.0' 3 I � � - I----�--- - - VARIE5-- VARIES- (6) #5 REBAR VERT DETENTION EL - 1g4.0' MAX SLOPE MAX 5LOPE I I T55 REMOVAL EL - 1g3.0' GRASSED EARTH 3 TO 1 2'-0" ol 3 TO I I I 1 --- �-- --- - - -- --�- — — Z BERM 3 I ELEV @ BOTTOM = ig2.0' 1 li— C� I- L I I WCOMP BACKFILL j OZ3/4' WASHED STONE Z W p+ 1 0 SPILLWAY W/ a Q Z U Q FILTER FABRIC 1 1/2" WASHED FILTER FABRIC AT Z J 0 Z 2 OUTLINE OF SWALE/ W n. U 0SECTION PROVIDE 2 - 1" DIA HOLES AT STONE BOTTOM 2 SIDES DETENTION BASIN BEYOND z Ig1.67' F- 8" HOPE PIPE @ 1.0X 24" DIA. PVC DRAIN BASIN W/2' DP. SECTION A INV OUT = Ig1.0' SUMP AT BOTTOM OF BA5IN- EL - SCALE:3/4"=1'-0' 18q.0' POLEPROVIDE 4" DIA. >1 0 — LIGHTCONTROL ORIFICE Z BASE 5CALE:3/4'-I'-0" = Q V G Z� OUTLET CONTROL RISER No . I o <3: 0 om SCALE:3/4"=1'-0" — — V W VARIES 21--0" VARIES -- W J MAX SLOPE MAX SLOPE W _ W J 3T01 3T01 w JO GRASSED = = 0 V TOP OF SLOPE EARTH f""` - c0 EL M.50 BERM W ;?Am I M A I L-1 I L__j I I E3 I E9 I E3 3 24' DUCTILE IRON GRATE H-10 1 RATED- RIM EL-ig1.50 — SECTION 5 Lu 5CALE:3/4"-I'-0" DETENTION EL Ig2.75 TSS REMOVAL EL - igi.S0 11 ME_ 1 ELEV @ BOTTOM - ig0.75 za at 3/4' WASHED STONE O ,Q FILTER FABRIC VARIES 2'-0" VARIES .Z af ❑ PROVIDE 2 - 1" DIA HOLES AT MAX SLOPE I 7r MAX SLOPE 1�10.67' 3 TO 1 3 TO I O W w ,VARIES VARIES VARIES 10" HDPE PIPE @ 1.4% 24' DIA. PVC DRAIN BASIN W/2' DP. SLOPE BEYOND WITH ❑ a INV OUT - 189.50' SUMP AT BOTTOM OF BASIN- EL - 1 1/2' WASHED STONE ❑ N PROVIDES 1/4" DIA. GRASSED EARTH BERM CONTROL ORIFICE BEYONDWAMMAA o Z Q I lu W W N SPILLWAY W/ FILTER FABRIC „Z 1 1/2' WASHED STONE S E C T I O N C OUTLET CONTROL RISER No . 2 2372 -_ .... 51271200310:55:17 AM z o SYMBOL LEGEND 517E N07ES 517E N07E5 GON71 NUED ❑ EXISTING CATCH BASIN GENERAL SEE DRAWINGS L101 FOR SITE PLAN PLANTING ALL FINE GRADING, SEEDING, 4 LANDSCAPING WILL BE BY OWNER. ■ PROPOSED CATCH BASIN SEE DRAWINGS L102 FOR SITE UTILITIES PLAN SET PLANT MATERIAL IN PLANTING PIT TO PROPER GRADE AND ALIGNMENT. ©; EXISTING LEACHING CATCH BASIN SEE DRAWINGS L103 FOR SITE GRADING PLAN SET PLANTS UPRIGHT AND FACED TO GIVE THE BEST APPEARANCE OR PROPOSED LEACHING CATCH BASIN RELATIONSHIP TO EACH OTHER OR ADJACENT STRUCTURES WITH SAME RELATION w SEE DRAWINGS L104 FOR SITE LANDSCAPING PLAN TO FINISH GRADE AS BEFORE TRANSPLANTING. � EXISTING HYDRANT WITH GATE VALVE o SEE DRAWINGS L105 FOR SITE DETAILS NO FILLING SHALL BE PERMITTED AROUND TRUNKS AND STEMS OF PLANTINGS. PROPOSED HYDRANT WITH GATE VALVE i SOIL BEARING CAPACITY: 4,000 P.S.F. BACK FILL PIT WITH PREPARED PLANTING MIXTURE FILLING AND TAMPING = PROPOSED POLE MTD LIGHT UNDER AND AROUND ROOT BALL TO FILL IN ALL VOIDS, z CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS T PROPOSED GROUND MTD LIGHT U.O.N. REMOVE OR FOLD UNDER BURLAP OR POLY AND ROPE FROM TOP HALF OF ROOT BALL. > EXISTING FLARED PIPE END W/ RIP-RAP PLUNGE POOL FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING SITE WORK. AFTER PIT HAS BEEN BACK FILLED 2/3RDS, COMPACT SOIL, THEN WATER _w PROPOSED FLARED PIPE END W/ RIP-RAP PLUNGE POOL S FILL 4 BACKFILL FILL AND BACKFILI. WILL BE PLACED IN LAYERS NOT EXCEEDING 8' IN DEPTH. THOROUGHLY, AND ALLOW TO SETTLE AROUND ROOT BALL, COMPLETE BACK ' FILLING FORMING A RING OF SOIL AROUND EDGE OF EACH PLANTING PIT TO D EXISTING FLARED PIPE END HOLD WATER, MULCH AND THOROUGHLY SOAK. WRAP AND/OR STAKE Y FILL AND HAGKFILL WELL BE COMPACTED TO 95X OF MAXIMUM DENSITY OF DESIGNATED TREES ► PROPOSED FLARED PIPE END p OPTIMUM MOISTURE CONTENT. AFTER PLANTING, PRUNE BRANCHES OF DECIDUOUS STOCK TO BALANCE LOSS lu EXISTING CONCRETE CULVERT a GRAVEL BASE PROVIDE A 6 THICK BANK RUN GRAVEL BASE UNDER CONCRETE APRONS 4PADS OF ROOTS 1N SUCH A MANNER AS TO PRESERVE NATURAL CHARACTER o u o � AND BITUMINOUS PAVING. GRAVEL WILL BE COMPACTED �15% OF MAXIMUM DENSITYAPPROPRIATE TO PARTICULAR REQUIREMENTS OF TNT PLANT. CN PROPOSED CONCRETE CULVERT AT OPTIMUM MOISTURE CONTENT. INCREASE THICKNESS TO 240 MIN. AT DOOR PADS ON NORTH FACING WALLS. O EXISTING SANITARY MANHOLE ITS REMOVE BROKEN, DAMAGED, AND ASYMMETRICAL BRANCHES AND SUFFICIENT �•� P� PROVIDE SOIL STABILIZATION FABRIC UNDER THE GRAVEL SASE AT ALL NEW 3" OTHER GROWTH TO ENSURE HEALTHY AND SYMMETRICAL GROWTH OF NEW WOOD • PROPOSED SANITARY MANHOLE THK BITUMINOUS CONCRETE PAVING. SEE 1_101 FOR LOCATION. ON DECIDUOUS STOCK. PRUNE EVERGREENS ONLY TO THE EXTENT OF REMOVING o a o 5 a, BROKEN OR DAMAGED BRANCHES. pa EXISTING GATE VALVE a , o CONCRETE APRONS SEE FOUNDATION DRAWINGS S101 T14RU 5105 FOR ADDITIONAL CONCRETE APRON ALL SHRUBS AND TREES SHALL BE FREE OF DISEASE AND INSECTS. SHALL PADS, 51DEWALKS AND PAD LAYOUTS AND DETAILS NOT HAVE ANY BROKEN OR DAMAGED BRANCHES AND SHALL BE OF THE BEST D4 PROPOSED GATE VALVE AND STAIRS POSSIBLE QUALITY FOR ITS SIZE SHAPE AND CLASS. APRON, PAD AND SIDEWALK CONCRETE WILL HAVE A COMPRESSIVE STRENGTH ` —� CAPPED PIPE END OF 4,000 P.5.1. @ 28 DAYS. FINE GRADE AND SEED ALL DISTURBED AREAS. --Da-� CAPPED PIPE END W/ GATE VALVE O CONCRETE APRONS AND PADS WILL BE REINFORCED U51NG I LAYER ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY 0 6"X6"-WI.4XW1.4 W.W.F. REINFORCING MESH. ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED �' EXISTING UTILITY POLE t� ® O IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER. •v PROPOSED UTILITY POLE ISOLATE APRONS AND PA05 FROM FOUNDATION WALLS AND PIERS USING K 1/2' THICK CL05ED CELL POLYETHYLENE FOAM EXPAN51ON JOINT FILLER. HANDICAPPED PARKING SPACE O APRONS AND PADS WILL HAVE A FINE BROOM FINISH WITH 3" TROWELED EDGES U.O.N. -$- TEST PIT m � APRONS AND PADS WILL HAVE TOOLED CONTROL JOINTS AT A ❑TX TRANSFORMER PAD 3 u MAXIMUM SPACING OF V-0" O.G. U.O.N. TREE LINE BIT PAVING, BITUMINOUS PAVEMENT WILL BE PLACED IN TWO LAYERS U.O.N. WITH 1 1/2" OR - PROPERTY LINE CUR55 2' THICK BASE COURSE OF MASS. STATE D.P.W. CLASS I 'BINDER" MIX AND - i' THICK TOP COURSE OF CLASS I "TOP MIX'. [SEE SITE PLAN FOR TOTAL - EASEMENT LINE Z PAVING DEPTH] --- - O PLUNGE POOLS, PLUNGE POOLS WILL HE APPROXIMATELY 48' SQUARE WITH A SINGLE -- -EL- - EXISTING ELECTRIC SERVICE �, U-) EROSION CONTROL LAYER OF 6" RIVER STONE EL PROPOSED ELECTRIC SERVICE Z U u-) STRIPS iE 0 D I) K) PROVIDE CONTINUOUS 3'--0" WIDE X 4" THICK ER05ION CONTROL STRIPS AT THE --E---- EXISTING SITE ELECTRIC W Z T , p EDGE OF BITUMINOUS PAVING AS SHOWN ON LI01- SEE L105 FOR DETAIL. Lu Z Z W 1-1 O DRAINAGE PROVIDE 24" DIA PVC OUTLET CONTROL R15ERS AT THE DETENSION BASINS- >: PROPOSED SITE ELECTRIC Z Z U STRUCTURES SEE L105 FOR DETAILS. - --'r- -- EXISTING TELEPHONE LINE Z J 0 Z - Q DRAINAGE PIPING DRAINAGE PIPE VJILL BE SET AT A 0.5% SLOPE U.O.N. III �" 0 ZO T PROPOSED TELEPHONE LINE ROOF AND STORK" DRAINS WILL BE CORRUGATED SMOOTH WALL POLYETHYLENE SEWER PIPE WITH SPLIT COUPLINGS. PROVIDE FITTINGS AND CLEANOUT5 AS _--W- - EXISTING WATER LINE 4- REQ'D. PROVIDE FLARED END SECTIONS AS INDICATED ON THE SITE UTILITIES W PROPOSED WATER LINE Q PLAN. - --G--- EXISTING GAS LINE >0 } S G PROPOSED GAS LINE - Z in - -5AN- -- EXISTING SANITARY SEWER LINE Q C? �1 Z SAN PROPOSED SANITARY SEWER LINE - --ST- - EXISTING STORM DRAIN LINE _ Z —_ a= CL 5T PROPOSED STORM DRAIN LINE - 0 U O- C PROPOSED CULVERT LINE __ = U _ W RD PROPOSED ROOF DRAIN LINE J J W ■, =_ W SD PROPOSED SLOTTED DRAIN LINE _ - J U .^ O FD PROPOSED FRENCH DRAIN LINE "- W 0 _ID_ PROPOSED INFILTRATION DRAIN LINE M _- 280 -_ EXISTING CONTOUR LINE n 520 PROP05ED CONTOUR LINE "` ----ow. DIRECTION OVERLAND WATER FLOW + 461.0' EX15TING POINT ELEVATION + 146i.o, PROPOSED POINT ELEVATION ~ d Q z UJ La w o � ac Q � M o � a Lu Luwcm 2372 L106 i I 6/512003 8:26:36 AM 120'-0" 20'-011 201-011 20'-011 I 20'-011 20'-011 20'-011 I 4 12 la 3 1/4 1/4 2 w Qn > > N N ��Qyy 1 7 N N Y Q Y a w z „ cz 12 .. ----- -- -- ------- .-- ---- -- -- -- - - --- - .-.--------- ------- --�-�� �--- -- -- ----� 8 EASE" ELEVATION E O O CO ® U ; LEGEND W o o N 1 2 3 � J 0 �' m 125'-0' 47 3 t7 Ql 2b GA FACTORY PAINTED STL 1l 8'-0"x8'-0" COMPACTOR DOOR 3 25'-0" I 25'-0" I 25'-011 1 25'-0" 1 25'-0" BUTLERRIS 11 WALL PANELS W/ 4" PSK FACED GLA55 FIBER IN5UL GRADE LINE 12 24 GA ALUM ZINC ALLOY COATED STL MR-24 ROOF SYSTEM W/ 0 13 EXISTING BUILDING Z OF PSK FACED GLA55 FIBER INSUL O \ , / , WITH SPACER BLOCKS 14 400 WATT WALL MOUNTED METAL � '00 _ HALIDE LIGHT FIXTURE - TYP OF 3 3 CONTOUR SAVE GUTTER Z_ U U) AND DOWNSPOUT - TYP I(Y Z � 0? K) = w wz � `" O > Q CONTOUR GABLE TRIM w 1V) U � w Z_ Z (n CY o Q z Z Q TYP BRACE ROD Z .J O �r w a- V cn O z 13LL. CONC FDN WALL k k . J 7Q ROOF LINE ,'._- - - .... -------J1�._ _ ----� _.-----._.,. -b,--- --- -- ---- -- - - _ — -- - _.. ---- -- - - -- 13 ———— — —— ——— ^-^---- ---- — ———— —— —— — — kk � F- € r 'kl Q8 OUTLINE OF FDN BELOW GRADE — 0 k1 ,....— �_" ----- - --^---------- ------ ---- -�L I _ u f�� ���— � Z ---- --—� - Lf) 3'X7' HM DOOR - TYP 10 q'-2"x10'-1" O.M. DOOR W/ 14 DOCK LEVELER 4 TRUCK DOCK Z 11 SHELTER — n ID Q= SOUTH ELEVA710N UV C0 — o� Uw mj �w win — �0 bul 0 N (o 5 5 2 1 ' I25'-0" u I I I 1 0 25'-011 25'-011 25'-0" 25'-0" 25-0" z 4 a Q w c I I ..LILLJ C CC 10 Lu C U a z w - — � w 0 Q N u- z C Owz z w II d -�.- -.� -- - _ -- -- ----- -- -mod - - - - _ - _---- �- _ -- -- - _------ ��d - H - - - -- - -- -- --.�---- -�-�- - ---- _-- - -- - -- ------ �-•--- - - -- ---- --_----.---- - -------- 4 - - 13 u Q P%4 � 9 W w NORTH ELEVATION 2372 SCALE:1/8"-1'-0" A102 0 `own of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 �u MP - PLANNING BOARD July 21, 2003 John Murphy, President Renz America Co.,Inc. 92 Almgren Drive Agawam, MA 01001 Dear Mr. Murphy: At its duly called meeting held on July 17,2003, the Agawam Planning Board voted to approve the Site Plan entitled"New Addition for: Renz America, Inc., 92 H.P. Almgren Dr.,Agawam, MA"prepared by The O'Leary Company and dated October 8, 2002 (received by the Planning Board on July 15, 2003) with the following condition: the comments contained in the 7/15/03 memo from the Agawam Fire Department are to be addressed. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Travis Ward, Acting Chairman AGAWAM PLANNING BOARD TW:pre cc: Building Inspector Engineering Town Clerk File Town of Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 D MP1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., /eDept. - FROM: Planning Board DATE: July 15, 2003 SUBJECT: Site Plan- Renz America-Almgren Drive Attached is a Site Plan for Renz America which.shows a larger addition that was recently approved. Please review and comment on this plan which we have scheduled for the Board's July 17"meeting. Thank you. DSD:pre Michael R. Mercadante Fire Inspector Agawam Fire De r en't Dater 9 714 a FayAGASAM FIRE DEP -ME Tou � 800 MAIM STREET * AGAWAM, MA 01001 a� a' TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisan© Chief of Department Stephen M. Martin Deputy Chief FIRES RENZ AMERICA 92 ALMGREN FEEDING HILLS 4?1 RE:NEW ADDITION dot As per. 780 C.M.R. (Binding Code) and 148 M.G.L. and Not limited to N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the new system must be tied in with the original fire department connection and all alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives, Drawings, and Calculations, all with(PE) stamps shall be submitted along with a copy of the sprinkler installers license before work is to begin. The fee for the Alarm/Suppression System is $25.00 and must be submitted with the paper work. Also be advised that paved access to these structures is required. Fire Insp. M.Mercadante MEMO To: Planning Board From: Sergeant Donald Galler Subject: Site Plan-Renz America- Almgren Drive Date: July 18, 2003 Renz America building an 18,000 square foot addition rather than a 15,000 square foot, adding additional parking, and changing to a truck dock all in the rear of the existing building will have no impact on pedestrian or traffic safety. INS . S p`� TowNoFAGAwAm INTEROFFICE Z� 11 MEMORANDUM ��0�P To: Planning Board CC: File, From: Engineering Date: Y 17, �aa3 Subject: Site Plan 423 - Renz America - Almgren Drive Per your request dated June 15, 2003, we have reviewed the site plan entitled "New Addition for Renz America - 92 Almgren Drive, Agawam, MA; Prepared by: The O'Leary Company; Scale 1"=30'; Dated 10-8-02", and we have no comments at this time. If you have any questions, please do not hesitate to contact us. Since ely, Sincerely, mes T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer Civil Engineer II H:IENGINEERIsp%423 M.wpd Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1 837 ATE Q M�' Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Ra Dept. FROM: Planning Board DATE: July 15, 2003 SUBJECT: Site Plan - Renz America - Almgren Drive Attached is a Site Plan for Renz America which shows a larger addition that was recently approved. Please review and comment on this plan which we have scheduled for the Board's July 176i meeting. Thank you. DSD:pre P, Michael R. Mereadante Fire Inspector Agawam Fire De rigent Date: 14 O � F_ sr Vw'9.5 0 FA AGAtIAM FIRE DEPAFRMENT „ 800 MALN STREET * AGAWAM, IMA 01.001. Q T TELEPHONE (413) 786-0657 FAX (413) 786-F1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief FlR1:S �4TED RENZ AMERICA 92 ALMGREN FEEDING HILLS qllei 17 RE:NEW ADDITION As per. 780 C.M.R. (Building Code) and 148 M.G.L. and Not limited to N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the new system must be tied in with the original fire department connection and all alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives, Drawings, and Calculations, all with(PE) stamps shall be submitted along with a copy of the sprinkler installers license before work is to begin. The fee for the Alarm/Suppression System is $25.00 and must be submitted with the paper work. Also be advised that paved access to these structures is required. Fire Insp. M.Mercadante JR i 2003 MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: July 15, 2003 SUBJECT: Site Plan - Renz America - Almgren Drive Attached is a Site Plan for Renz America which shows a larger addition that was recently approved. Please review and comment on this plan which we have scheduled for the Board's July 17ie meeting. Thank you. DSD:pre 6 0 THE1111111111111111111l1111111111111111i11 ENGINEERING RyPL 01ILMA ANNING CONSTRUCTION 11111111111111COMPANY SINCE 1955 July 14, 2003 x w t„ Ms. Deborah Dachos, Director — Office of Planning& Community Development Town of Agawam = a 36 Main Street o Agawam, MA 01002 3 RE: Renz America Site Plan Dear Ms. Dachos: Attached are 10 sets of our amended site plan submittal for the above referenced project. The requested amendment reflects the recent decision by Renz America to add 18,000 square feet of building rather than the 15,000 square feet previously approved by the Planning Board. There is no additional work in the resource areas and no expansion of parking areas. You may recall that we have sized the stormwater management system for an expansion of approximately 34,000 square feet, so our detention system will have more than adequate capacity for the proposed 18,000 square feet. Thank you for your assistance in this matter and we look forward to the Planning Board's review on July 17'. Sincerely, THE O'LEARY COMPANY, INC. ryan icholas, Sales Marketing Manager r �w r3 1 THE O'LEARY COMPANY, INC. BUTLER MAIL AOORESS: P.0, BOX 377. SOUTHAMPTON, MA 01073-0377 OFFICE AOORESS: 376 COLLEGE HIGHWAY, ROUTE 10, SOUTHAMPTON, MA 01Q73 BUILDER TELEPHONE 413 527-1350 - FAX 413 527-2499 - WEB SITE www.oiearyco.com i ItoTown of A awam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 July 8, 2003 John Murphy President J`\ Renz America Co., Inc. „ 92 Almgren Drive Agawam, MA 01001 Dear Mr. Murphy: At its duly called meeting held on July 3, 2003, the Agawam Planning Board voted to approve the Site Plan entitled: "New Addition for: Renz America,Inc.,92 H. P.Almgren Dr.,Agawam,MA" prepared by The O'Leary Company and dated October 8, 2002 with the following conditions: 1. The comments contained in the memo dated June 19, 2003 prepared by the Engineering Department and attached must be addressed. 2. The comments contained in the memo dated June 11,2003 prepared by the Agawam Fire Inspector and attached must be addressed. Please submit three (3) copies of the revised plan to the Planning Board for its signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Chairman Agawam Planning Board cc: Mayor Clerk Engineering Building The O'Leary Company File TowNoFAGAWAM INTEROFFICE qi 1 W EMORANDUM To: Planning Board • � Ii CC: File, " From: Engineering x a#A;fig Date: June 19, 2003 4� Subject: Site Flan 423 - Renz America - Alm a 'rive Per your request dated June 10, 2003, we have reviewed the site plan entitled "New Addition for Renz America - 92 Alm9ren Drive, Agawam, MA; Prepared by: The.O'Leary Company; Scale 1"=30'; Dated 10-8-02", and we have the following comments: 1.) We are currently reviewing the stormwater runoff calculations for the Notice of Intent, and will provide our comments on the detention pond (sizing, etc.) for next week's Conservation Cormuission meeting. 2.) It is recommended that the following details be added to the plans: Road/Parking Lot - typical,section, Sidewalk Section (including Handicap Ramp conforming to Current AAB Standards). 3.) The following note should be added to the plans: "Prior to any installation of any sewer,water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division" If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, `- , es T. Daley, P.E. Michael C. Chase, E.I.T. own Engineer Civil Engineer 11 H:SENGSNBF-Msp14231D1.wpd AG)OVAM FIRE DE 'MEI T 900 MAIN STREET • AGAWAM, RSA 01001 TELEPHONE (413) 786-0657 F'AX(413) 786-1.2.41 David A. Pisauo Chief of Department Stephen M. Martin Deputy Chief FIRES p� RENZ AMERICA 92 ALMGREN FEEDING HILLS RE;NEW ADDITION As per. 780 C.M.R. (Building Code) and 148 M.G.L. and Not limited to N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the new system must be tied in with the original fire department connection and all alarm whnlg must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives, Drawings, and Calculations, all with(PE) stamps shall be submitted along with a copy of the sprinkler installers license before work is to begin. The fee for the Alarm/Suppression System is $25.00 and must be submitted with the paper work.; Also be advised that paved access to these structures is required. Fire Insp. M.Mereadante 4�" q 'e. MEMO To: Planning Board From: Sergeant Donald Gallerani(S:9� Subject: Site Plan- Renz America- Almgren Drive Date: June 18, 2003 Renz America building an addition of t5,000 square foot, adding additional parking, and changing to a truck dock all in the rear of the existing building will have no impact on pedestrian or traffic safety. � A JUK I 2W3 TowNoFAGAwAm INTEROFFICE z MEMORANDUM To: Planning Board CC: File, ��13 From: Engineering x -4 Date: June 19, 20033((+: h ;. Subject: Site Plan 423 - Renz America - Almgrenrive Per your request dated June 10, 2003, we have reviewed the site plan entitled "New Addition for Renz America - 92 Almgren Drive, Agawam, MA; Prepared by: The O'Leary Company; Scale 1"=30'; Dated 10-8-02", and we have the following comments: 1.) We are currently reviewing the stormwater runoff calculations for the Notice of Intent, and will provide our comments on the detention pond (sizing, etc.) for next week's Conservation Commission meeting. 2.) It is recommended that the following details be added to the plans: Road/Parking Lot - typical section, Sidewalk Section (including Handicap Ramp conforming to Current AAB Standards). 3.) The following note should be added to the plans: "Prior to any installation of any sewer, water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division,786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division" If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, es T. Daley, P.E. Michael C. Chase, E.I.T. own Engineer Civil Engineer 11 H:IENGINEER1sp1423401.wpd Fa AG AM FIRE DEPAI TMENT 800 MAIN STREET 9 AGAWAM, MA 01001 �� E� TELEPHONE (413) 786-0657 FAX (41.3) 786-1241 David A. P'isano Chief of Departmeut p Stephen M, Martin Deputy Chief FlR�S 0 RENZ AMERICA i 03 92 ALMGREN (� i FEEDING HILLS RE: NEW ADDITION As per. 780 C.M.R. (Building Code) and 148 M.G.L. and Not limited to N.F.P.A. 13 and 72 this addition shall be sprinkled, andd alarmed. Please note that the new system must be tied in with the original fire department connection and all alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives, Drawings, and Calculations, all with(PE) stamps shall be submitted along with a copy of the sprinkler installers license before work is to begin. The fee for the Alarm/Suppression System is $25.00 and must be submitted with the paper work. : Also be advised that paved access to these structures is required. Fire Insp. M.Mercadante tt TVt .,.47F tie. 1 Tg} _K'r.•._n - AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachas DATE: June 17, 2003 DATE RECEIVED: June 9, 2003 DISTRIBUTION DATE: June 10, 2003 PLANNING BOARD MEETING DATE: June 19, 2003 APPLICANT INFORMATION 1. Name of Business: Renz America, Inc. Address: 92 Almgren Drive 2. Owner: Same Address: Same Telephone: (413) 789-7700 Fax: 3. Engineer: The O'Leary Co., Inc. Address: Box 377, 376 College Highway, Southampton, MA Telephone: 527-1360 Fax: 527-2499 PLAN REVIEW Scale: V = 30' Date: October 8, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed I5,000 sq. ft. addition to existing industrial building, expansion of parking lot, and change to truck dock. Site Plan Review Page 2 Description of Site: Area presently in grass. Provision for Traffic Plow: Unchanged. Parking: 28 new parking spaces including 2 handicapped. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Unchanged. Exterior Lighting: O.K. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: O.K. Other Comments or Concerns: 1 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y p` Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Fire Dept., Police Dept. FROM: Planning Board DATE: June 10, 2003 SUBJECT: Site Plan - Renz America -Almgren Drive Please review and comment on the attached Site Plan for Renz America on Almgren Drive prior to the Board's June 19`h meeting. Thank you. DSD:pre 1 AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business FEW AtM 04" C4 I nV G . Address Gl2C.�IG/L �2lyE _ Telephone_ L 4 (3) -7 8 q,-- � -) O 2-- Fax 2. Nagle of Applicant/Owner R eru Z V-�M 1-rz. U,^ 101 C. Address .7Z ft!!!- n FW DAI Ur Telephone _ L4 !`3 �_ 7 89 - Z-7 04 -Fax 3. Name of Engineer/A�slast_ Address _. (30X 37-7 37f_ CDCLE6C' N I6Hw*Z Telephone -- 413 5 2-7- 13(oQ -Fax 4 t_3_ 5 z 7_- 7-4q T 4. Please give a brief description of the proposed project: $uti D iw6 '9-Db+Tro-ti aF t5,pM �( �►9,2� nF`t" C0-Aw6re -re "1-oveL, 'DoC < Revised 9112/00