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INDUSTRIAL PARK IMPROVEMENT PROJECT ... ........ x: d - AGAWAM REGIONAL INDUSTRIAL PARK I TH TOWN OF r �z =Ile. •• '_= = �+� - :I �{ _ INDEX TO DRAWINGS • ,deeding Hills ON = ', • . ; • , •-- ,� -. , ' _ some 41 TITLE SHEET I A G r �•",'; yai.�+'''•' . SUBDIVISION PLAN OF LAND 2- 4 • Granger .I:r.: • ..r , •,, k _� - . ■■. ,aq- • , GENERAL INFORMATION a DETAILS 5 . •r � p ��". .• ■ _. G ate,. �� � _ PREPARED BY : aQ: !� . ± . .Jti: a i + • �, - ' •a y �• • a0 •. .�• �1\, ,.• • „ � ROADWAY PLAN 8� PROFILE 6 7 KEYES ASSOCIATES '" , • •__ ■ Suffield ,- +---- -- ------- -- -_ -- . .- --; - �--- - t,.; - _ SANITARY SEWER PLAN & PROFILE 8 Iry r y • Z'` a } /f DRAINAGE SWALE PLAN 9 • \ NAME n:7.- DATE1. � . \ :. OJ ? c� . DRAINAG€ SWAL€ � D€T€NTION AR€A €LAN 10F EDlMENTATION CONTROLx, � DETAILS 0 EROSION 8� S' MASSACHUSETTS PE. NQ. ' TOPOGRAPHIC MAP 12- 13 •W --*- ; ]lam}i'. •a ' ".•:.,.'-' : � '`— " Course : ■ AGAWAM PLANNING BOARD 2 . • '184 • Taylor f \ °Pd _ - - � Sbuth ; DATE _ eh Countyy Training Sch �q ,J* ., . 1E73 Af)k fill AGAVVAM - , i _• • „ Hubbard Corer ' • - OUTH S LOCATION MAP SCALE: 1`- 1200' APPROVAL UNDER THE SUBDIVISION CONTROL LAW REQUIRED - _ _ 04p 4 00 - veC/ �� C n/f WEST SPRINGFIELD • FISH 8s GAME CLUB INC. �0�' `� N-9 2p5 6 3311 / 3 97 /�/ 46+30 0 Sg S 46_ DATE -- _ - � , S$ 48 00 00 0 ��p e E 1 S AGAWAM PLANNING BOARD E �• R pro 4 � • � -A ST ? t Y rY n/fRg'� pp so 40? R OSFo NOTE • SEE SHEET 3 of 13 FOR ALFRED M. & LORENZA M. PROVOST ,ti °` '?S8p 20 4 �s NOTES, LEGEND,AND REFERENCES. 2173/232 �ti 8� C . � �O�• ��� hh RA r�ON , n - 40 00/ 6 4 •.t { 108-20_ 42 Al S 83 N 61-49-54 E 5 n/f 6 Oo 30.00 .' S JERRY L. & ROSE Z. DYKE ��' ��o h�O 28`k0`06E PROPOSED DRAINAGE r ,�� O 0 4027/ 230 0�.�. \p� : ,; 10 0 �� ' , �� EASEMENT P Oa CK Y 1. \ N 1 ti . rp 0 o A\ lk� 1 o CO DET A. o 5 �O no scale 00 PARCEL I d /, SEE, IE oo 9co o 27.9331 ACRES s ,,` ,� DETAfLA a oo �. _ 19 co ` I ,2 16 , 7 7 7 _ SQ. FT. ) O , PARCEL \ 39 0! t � ACRES w 2 ,� s t I , 6999333: SO. FT ) ti J 5 rr Lp 4 SEWER 4 � F N 4 C) a EASEMENT �� O tK ti SPRINGFIELD TURNVEREIN, INC. 3293/366 00 2s 2?�3 If / SEWER y A / S EASEMENT O i' FAO ,p� DRAINAGE � �6 9 3���� o~i ' EASEMENT -_3 ,� I CERTIFY THAT THIS PLAN HAS BEEN PREPARED / / N �4 ' N IN CONFORMITY WITH THE RULES AND REGULA- TEMPORARY 3 52- 3 0 TlONS OF THE REGISTERS CIF DEEDS OF THE AO ROADWAY ,AIM 3Q`v COMMONWEALTH OF MASSACHUSETTS; �- 56 EASEMENT 2p.��. 1 y (01M I, CERTIFY THAT THIS SURVEY AND PLAN WERE 47 TEMPORARY ROADWAY ,,, h /� , PREPARED IN AC�CaRDANCE WITH THE PROCEDURAL � EASEMENT A VAAZ ND TECHNICAL STANDARDS FOR THE PRACTICE EY 3 0 00 / OF LAND SURVEYING IN THE COMMONWEALTH OF 2 r MASSACHUSETTS. 40.E 6E T+3 M I �"�i ' 3p' N fad 8 t9 o yV , Lu R EG I RED L AND URVEYOR DATE 00 3Q0 1 c� DRAINAGE ' 3 EASEMENT--� Q I�; 6; W� co SUBDIVISION 5 �3 a o€ � \ PLAN OF LAND IV 53452 59 o3-09 3 �'� N1.J� N M.� � In CORM Egi w cV'Q cV �, r ah p� .p No.27008 other land of 522.59 r �N r ti ,�1� ��; �� ��� AGAWAM , MA. WESTMASS AREA DEVELOPMENT 30` WIDE -- ,Ili'�'_? , co V. z "D sv�,�� (HAMPDEN COUNTY) CORPORATION u� {n ti v) co�' 4� �-c� ' DRAINAGE EASEMENT m „r, M cv METERS o SCALE: I = 80 MAY 07, 1984 5368 / 345 0.37! *ACRES o z ' { 16,168 _ SQ. FT.) z o (0 I 50 ' I FEET 0 40 BO 160 320 v) N � � p ROBINSON 81 FOX A DIVISION OF BOSTON SURVEY CONSULTANTS, INC. MATCH LINE SEE SHEET 3 of C 3 37 HIGHLAND STREET, WORCESTER, MASSACHUSETTS JOB N0. 08 - 1427 DWG N0. 502. 1 OWNED BY WESTMASS AREA DEVELOPMENT CORPORATION. SHEET 2 of 13 _ x MA T C H L I N E SEE SHEET 2 of 13 REFERENCES 30 ' 1} RECORDED HAMPDEN COUNTY REGISTRY OF DEEDS Q 30, ' A LOCUS DEED BK 5368 / PAGE 345 Q' PLAN BK 89 / PAGE 5 30 3 I, It102 / 48 DRAINAGE o " 213 / 110 & III 30' WIDE EASEMENT ' DRAINAGE EASEMEN OD 2} 'BLAND IN AGAWAM, ( HAMPDEN CO.) MASS. SURVEYED 0. 371 .t ACRES � O � FOR WESTMASS AREA DEVELOPMENT CORPORATION ," ( 16 , 1 Fab t SQ FT.) N MARCH 5, 1982, BY GORDON E. AINSWORTH 8, Q�C/ (b 4 pq ASSOCIATES, INC. O p �' Q 3} TOWN OF AGAWAM ENGINEERS DEPARTMENT. ��p�\ co ��O r 3 PARCELII 1984 GARDEN STREET LAYOUT ALTERATIONS 4v ��,d` {per / M Cr 39. 01 I �ACR ES 1983 SHOEMAKER LANE LAYOUT ALTERATIONS �� ~' o It 699 �333+ SQ. FT.) M (p 1L'r E 1984 SILVER STREET LAYOUT ALTERATIONS / m/co m pPN D EC1v STREET LAYOUT ALTERATIONS HAVE NOT YET '� PJ BEEN RECORDED. V v o / 0 0 / NOTES R=35.00 ' r THIS PLAN HAS BEEN COMPILED FROM DEEDS AND �L _ L =54.7Z J f �'�. 0=89-34-24 PLANS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON-THE-GROUND SURVEY. 90� /6 q� !y 3 LEGEND 1 0 _ oo 1 CB CONCRETE BOUND FSS o c � NN D INDICATES STONE BOUND WITH DRILL HOLE R e 5 TO BE SET. 4 -1 30 4c 4 E /p ' o ' S oos o THE BEARING SYSTEM RELATES TO S1 LVER STREET ,Q, 4=,38_ -_ , n 1984 LAYOUT ALTERATION. 290 4� U� �? 42 '! L 70 E = 277.69 g -12-04 E - J 4 _ cfl Sss 3p 9-5p_ ST _ -J - 250. 22 "` (D .! 0 32 FE T Ip L= 89735 60 W E , 243. 26 N + co ` L= 291.90 N 70-12-04 W L=-332.06146 .- 0 J ti s ca 4 � other land of WESTMASS AREA DEVELOPMENT CORPORATION W 5368 / 345 r s co ti 0) / N 3 I CERTIFY THAT THIS PLAN HAS BEEN PREPARED 1 Nr o IN CONFORMITY WITH THE RULES AND REGULA- W PARCEL o N TIONS OF THE REGISTERS OF DEEDS OF THE 46 . 733* ACRES 0) N COMMONWEALTH OF MASSACHUSETTS. I CERTIFY THAT THIS SURVEY AND PLAN WERE ° rn o 2, 035 691 ± SQ. FT. 0) PREPARED IN ACCORDANCE WITH THE PROCEDURAL N ANb TECHNICAL STANDARDS FOR THE PRACTICE z OF LAND SURVEYING IN THE COMMONWEALTH OF o MASSACHUSETTS. l J w ,P�' 8., 9 i34 J REGISTERED LAN SURVEYOR DATE 4 - 0 APPROVAL UNDER THE SUBDIVISION CONTROL LAW REQUIRED 1 � W $ y��� 1 SUBDIVISION a RMR ,= PLAN OF LAND � �.� in (L �a ICQRBlw ' flo.27008l� ! tr CL �. :"lsT�� r. AGAWAM , MA. (HAMPDEN COUNTY) SCALE: 1 = 80` MAY 071 1984 MATCH LINE SEE SHEET 4 of 13 METERS 0 5 10 20 50 y- FEET 0 40 80 160 320 DATE ROBINSON B .FOX A DIVISION OF BOSTON SURVEY CONSULTANTS, INC. AGAWAM PLANNING BOARD 37 HIGHLAND STREET, WORCESTER, MASSACHUSETTS JOB N0. 08 - 1427 DWG. NO. 502. 2 OWNED BY= WESTMASS AREA DEVELOPMENT CORPORATION SHEET 3 of 13 MATCH LINE SEE SHEET 3 of 13 ti S 22-22-20 W "a f908. 42 t� rn O Q O 0 3 � o , po CD O — (O n uit q� N p d ©� ;�G r Z M co other land of 3' WESTMASS AREA DEVELOPMENT CORPORATION 5368/3 45 p a rt - , A lb b' W �c� •�S OS W - - PARCEL 1EI o PROPOSED 3 46.733 ± ACRES DETENTION 2 ,035,p 69I It SO. FT. 3 AREA cv to LO '� _ U co M rn f� — N O J . m Z N CL 34 ~� IV55 _44 35 W O J ,9 s 4, s50 3 (b S, ` (0 Co 39�y�38\ S0.op z 3x 4] 8s ° a' \ °' `) 00'i a Q 0 08 4 _j ; \2\* rn pR DRAINAGE EASEMENT o 1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN N S8 \\ oE RULES AND REGUL ONOFRMITY THE REGISTER WITH THS OF DEEDS OF THE A A TIdN v&C/ 983 8 62 o COMMONWEALTH OF M SSACHUSETTS. J C V o' 44 SS w ass, a '4R/ Rqr I CERTIFY THAT THIS SURVEY AND PLAN WERE } PREPARED IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE l�l 1 OF LAND SURVEYING IN THE COMMONWEALTH OF 167+ - MASSACH U SETTS. 4 tV R'S3 cv - 139.7$ a R=29.66 RE TERED LAND SURVEYOR - DATE __ - 2257 3 0 0 �-- N 67-44-55W L=45.61 0 =88-07-10 APPROVAL UNDER THE SUBDIVISION CONTROL LAW REQUIRED of azy SUBDIVISION rmm M. 4 PLAN OF LAND CORMN ti In Ito,27008 f `° AGAWAM , MA. NOTE - SEE SHEET 3 of 13 FOR (HAMPDEN COUNTY) NOTES LEGEND AND REFERENCES. ' SCALE : 1" = 80' MAY 07, 1984 METERS 0 5 10 20 50 FEET 0 40 80 160 320 DAZE ROBINSON 8 FOX cn A DIVISION OF BOSTON SURVEY CONSULTANTS, INC. AGAWAM PLANNING BOARD 37 HIGHLAND STREET, WORCESTER, MASSACHUSETTS JOB NO, 08- 1427 DWG. NO. 502. 3 OWNED BY WESTMASS AREA DEVELOPMENT CORPORATION SHEET 4 of 13 -� a. CONST: 9 ROTATION LEGEND 20' 16 4 EXISTING PROPOSED APPLICATION OF SANITARY SEWER ---- APPLICATION OF RIGHT BANK -o� SEWER MANHOLE -O-• '` LEFT BANK AS SHOWN ON CROSS- SECTIONS ---+- — ELECTRICAL & TELEPHONE -- I!2"!' 6:1 UTILITY POLE -o- �- 6'� L CONTINUE 3/$��>' - -^ _ GAS MAIN STA. 78+05 WESTERLY _ GAS GA 'EX. GROUND CATCH BASIN O SUPERELEVATED - STORM DRAIN ----- CONST. WATER MAIN' -- GATE VALVE ►rF r , VARIES 33 33 VARt£S HYDRANT 'DRAINAGE EASEMENT PLUG DRAINAGE EASEMENT I'-6" AS SHOWN ON PLANS , xAS SHOWN ON PLANS AT + 9' 4' 8' 12 12 8 2-6 91 CORPORATION j' SHLDR. LANE LANE, SHLDR. CONSTRUCTION CENTERLINE u a ( PROFILEa (' STREETLINE ----¢- --- hl2 ! 3� 18 /_ GRADE LINE 3!8 /� 6 b a VARIES EASEMENT ----- & VAR =-- STONE BOUND ■lES 6 - - - 10' -' EX. GROUND 2' 6'� CONTOURS /�D� �r -170� ter- — � - - - - EX. GROUND CHANNEL BORING LOCATION & NUMBER � B-1 6, 2' ELEC. a TEL. O PARK BOUNDARY LINE CHANNEL CONDUIT O WATER MAIN 30° MIN. COVER 5' MIN. COVER FENCE —= SANITARY EDGE OF PAVEMENT --- SEWER CURBING TREES 5" CLASS I BITUMINOUS CONCRETE TYPE I-1 ( 2u. TOP COURSE MATERIAL ON 3_" BINDER- COURSE MATERIAL.:) • • --- I ir is NOTE : SEE PLANS FOR PAVEMENT, 6" PROCESSED STONE BASE _ �a - • ,,• .. . •• • �� �, BASE AND ENBANKMENT LIMITS. I. _ G I • 6" GRAVEL SUBBASE �.' V. • �' • • . ° • o • 'O� BITUMINOUS CONCRETE CURB ( TYP.) Q•. / � �, ? ►I � • _ 6" LOAM 8l SEED (TYP. ) • i ' '�;Is NORMAL j 11 1• - NORMAL s"x TYPICAL SECTIONS NOT TO SCALE •���� I �\ y • j ! • / g . i 8 GENERAL NOTES ! �� o o• 9 -- - a♦ •• • • f• • f •. • 4 • 1. TOPOGRAPHY IS BASED ON AERIAL PHOTOGRAPHY BY AERIAL S. A SUBSURFACE EXPLORATION OF tME PROJECT SITE HAS BEEN p 2 DATA REDUCTION ASSOCIATES, INC., EXCEPT THAT COMPLETED FOR GENERAL SOILS INFORMATION AND BORING I _ _ -��. i EXISTING CONTOUR INFORMATION ON THE 100 SCALE LOGS ARE INCLUDED IN THE CONTRACT SPECIFICATIONS FOR — TOPOGRAPHY MAPS WERE PROVIDED BY THE TOWN OF AGAWAM. INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL BE _ — "- RESPONSIBLE FOR MAKING HIS OWN ESTIMATE OF THE EXTENT 2. HORIZONTAL AND VERTICAL CONTROL INFORMATION WILL BE TO WHICH SUBSURFACE CONDITIONS WILL AFFECT THE WORK. l: PROVIDED BY THE TOWN PRIOR TO CONSTRUCTION. 9. CROSS SECTION INFORMATION IS INCLUDED IN THE CONTRACT I it yO� • O • 3. THE LOCATIONS OF EXISTING SUBSURFACE UTILITIES SHOWN SPECIFICATIONS. • ; A- • ON THESE PLANS WERE COMPILED FROM AVAILABLE RECORD I C' f �7-9 • DRAWINGS, AND FIELD SURVEY, AND ARE NOT WARRANTED TO 10. ALL BUILDING SEWER CONNECTIONS SHALL BE 6 DIA. AND I \ I • BE CORRECT. THE LOCATIONS AWE RE APPROXIM"Aff SNLY ANO IN ALL WATER §ERVIC€ CONK€CTIW §-HALL Of c DIA: --SOME CASES MAY BE INCOMPLETE. 11. CONTRACTOR TO LIME, FERTILIZE, SEED', AND MULCH ALL _ • O 4. IN ACCORDANCE WITH M.G.L. CHAPTER 83, SECTION 40, THE DISTURBED AREAS AS ORDERED BY THE ENGINEER. �\ I 0 •• • AGAWAM PLANNING BOARD CONTRACTOR IS REQUIRED TO NOTIFY DIGSAFE AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING 12. SLOPE LIMITS SHOWN ON THE PLANS ARE APPROXIMATE. i '-� • O _ / r ANY WORK, TO ARRANGE FOR EXISTING SUBSURFACE UTILITY ACTUAL SLOPE LIMITS ARE TO BE ESTABLISHED AT THE TIME I „ • • ,. LOCATIONS TO BE MARKED IN THE FIELD. CONSTRUCTION TO MEET EXISTING FIELD CONDITIONS.- J ,• DATE i Course ' 5. ANY EXISTING UTILITIES MARKED'OUT IN THE FIELD AND 13. STONE FOR PIPE ENDS TO BE PLACED AT THE OUTLET OF ALL SUBSEQUENTLY DAMAGED BY THE CONTRACTOR'S OPERATIONS ` STORM PIPES AS ORDERED BY THE ENGINEER. •� 2 � . " � • - SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S �l 84 i EXPENSE. 6. WHERE DIRECTED BY THE ENGINEER, TEST PITS SHALL BE 6o r • • • •� EXCAVATED AT CROSSINGS OF UTILITIES TO DETERMINE THE (, LOCATION AND DEPTH OF UTILITIES SUFFICIENTLY IN ADVANCE OF PIPELINE CONSTRUCTION TO PERMIT NECESSARY L �/ ADJUSTMENTS IN LINE AND/OR GRADE TO BE ESTABLISHED. SHEET INDEX MAP 7. MINIMUM PIPE COVER FOR THE PROPOSED WATER MAIN SHALL SCALE: 1 n_ 600' BE 5'_O•. Providence AGAWAM REGIONAL INDUSTRIAL PARK Rhode island GENERAL INFORMATION Wayh�n INDUSTRIAL PARK o & DETAILS Messnchusoft m Wethersfield Connecticut IMPROVEMENT PROJECT DESIGNED DRAWN BY CHECKED BY JOB NUMBER •DATE wcia»s-AacriN•cb/EnpM�.lPWrtMs NewHemp� ua K•yuAf shire G.W.F.- K.M.K. G.W.F. C 8407 MAY 1984 11 z UL DATE IN iTiAL DESCRIPTION AGAWAM MASSAGHUSET3 . ... .... .. 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S-'A. 74 67.93 ,. ; EN'p PAVEMENT 81 8 SAN SEWER , . . . 38'T 278.3 BASE T 7 + :, . , ,: R , : ' = NONE PIPE END S A. 8 05 N 386 , 986. 61 . E : .�6., 504. 5 t, 3 E 286 175.03 . : : . . . . . . - . ".. c. , . . 11 6 AN. EW . . S S ER . ,. . CONN. . ( TYP.?. t- I . , . r _ . "'d I . '.I \ � _ 1� ,p .. w (..7. t:-. : - _ .. .. .:,. - - �. .� >i. .. . > .. - :. -. - .. .. -. .. -, .- -,: �r ,: . ;:r ;: ,f: x�, - , t , R= 40 �- :' . . t r . b t . . MOH. x1.. . . .. .. 5 ;� R ,.^ - 1 O ZF. .,.... :: _ . .. v11 . D of" L 1 CONS 7�Q a()w - r 8! ., , . , . r _ ,h 40 M' \ : ::a .. �. Q� . - _•._• 82 N 4J' . 76 HY . o . . '� �11 ,a - A E .. . c� 2 . f r . 'h . . o sTR F, ^�--�- URA N ---- l 7 ACT . . . .,:.,x . 8 7 : 74 e �'� 19.2.2 - % . �, ¢' S P cif' r - o s c� 72 ,- ot" n 73 /tee 0 �. CpNST. ; . 24 �t:C.F''F.E. '"� �. . Q , \ 4 ----.. -,- STONE PIPE END \ - h N 3b TEMP. ROADWAY EASE. . •`. . r % -- - . ' ..,-- . ;, . . - .. - , . . - . . . . pl - i ^„ ti - .. - :,.` - - • . 4 . ., ,: CA 8�. BLOCK GAS MAIN 811' WATER MAIN II . P BI . CONC. CURB . T. TEMP. DRAINAG . . --= BY OTHERS 0 DITCH b = 2 . -. I. , RESERVED FOR . :: . - � 11 . P C STA 77 + 36 5$ BE CURB 2 WATER FUTU STR .. . 1 . . GIN C`` , '', 4'.' .C.P-F_E . N 387 49f.48 STA. 79 + 25 RT. CONN. TYP.) rt . . __ 2 R _. _ - - , E 1 7 r: \ 86 3 1 x - DRAIN. EASE. - _ _ _ _ 4_ c-� . , _ . . a . . . . . . AfaAW:A +! PLANNING BOARD C' - . . - . G F . STONE BOUND TO - ., . q .,,. . . _. . ,�..._..... . _..r:_..�„ . 1�; ., .. . TYP. � . \ BE` SET { . . . . . . .., . . \ - _ .. w: : .. . . .,.,.;a,.,. .. -.-, s... . -.- - - -. ' - i - � CURVE N0. 1 2 3 . I I r . . .:: . . :: . • : . x , R�tDIUs l000.00 1260.47 i000:ao . . ,,: a, o I. . I I Ii Q O� Y : : : 27 06 36 41 !7 - 19 . 34 44 18 .:.:- .., , Y ... .., i, . u ! I I N ' 3 _ .. 3 - F- :. - - - . - • r I 3 16' 32' 30 1 ` . 47 9 . 6 . . LENGTH 08 G0 . -._t ___ 210 ;6 210 ,o ' LVC 200` g N -+' cn . w o . _ • aJ d a . 0 ON WW II r 205 J o 0 o FUTURE STREET EXTENSION o w _ �? PROPOSED GRADE 205 u u- + - + N + (D PROPOSED GRADE ( BY OTHERS) • w m a w 11 I~ 7 N u � 11 H U z 5 > - ° r 200 1 200 w > j �,. _ .. 0. 55 a w a w - I _ ?a� s , Its I - r --- - - - ti N r � � f O N W I. _ - --- . .�. ti - m o w V I. N F- N _p PRO _ TC}P - N It . II II �' OF YE BA i `KMENT (3 > 7 > W . ? � O jJ t. j a rn � Exlstin around a .I aw . - . -501 . Cn i1 . LVC W 190 . . 190 f. ` `; J y w - 8" SA SEWER STUB ` a w ' , 0 ` .. Q '" l85 . . 185 :1 . r . . _ 0 '1 8 SA SEWER . . N EWE _ yI M.H. STA. 78 + 12 M. . STA. 80. +70. 1 .. .�1 INV. = 184.09 IN . = 183.07 '' 180 _ 180 70 71 72 73 ` 74 75 7 , 77 78 79 80 81 82 83 1 . . . - . yI� - : , . r . - . : PtOVIdenC@ tI fie. �t �� AIDFQ NCUBTR ,- `���II IONAL IA . HI :. . Rh n . .. _ ode 4SIa ct a . ;. �o . �:.' Z - : rn : Waltham 4AD AY P AN P1 ,� o - r I, Massach setts . a, ;: . x ... .. N - - � .. - : I N AL . ,. :: wetnersflela Connecticut# DE N BER . . vz „ SIG ED BY DRAWN BY CHECKED BY JOB NUM DATE . c� W Nashua 'V �F 'E E �:_ . - , �:,... :,,. Associates-Architects/E i Pislrn New Ham shire z Y �"1 Keyes ng r�esnJ rwn p ., . m E CRIPTION � -111111114 . ET � AY, I984 ,aGA'I fi . l+�A :8AfiMU.E a. ,• .. z DATE INITIAL D 3 G W F G R L G W F C 8407 M . Y _ .. ... . a . In . __ .' , id. , . . . . .. . . -- • . CURVE DATA CURVE NO. 2Q RADIUS 1260.47' A 410- 17'-19° TANGENT 474.89' LENGTH 908.32' P. C. N 386,986.61 E 286,176.03 D T KI -AQCZ Ain nA F' 9AA Aril 4.ri i K \ \\ 7T� AN Z Of S/oPe B- I I 34 35 _ 36.-- 15'---- 37----- F- - 15' N 360-19'-47" E 193 DRAINAGE SWALE AGAWAM PLANNING BOARD DATE r b=2' S=0.002'/, N EASE PT. 39+30.57 39 Ex. Bit Comic. Run tins/ co — — — lu -- 40 Too D� <5'/ooe N 450 4 to 37 E W c W Z DRAINAGE 5WALE b=2' S=0.002'/, N Z n W SCALE: 1 "� 40' Providence Rhode Island Waltham Massachusetts Wethersfield Ut Connecticut Nashua Keyes Associates-Archkects/EnginwoWPlanners New Hampshire DRAINAGE SWALE PLAN AGAWAM REGIONAL INDUSTRIAL PARK INDUSTRIAL PARK IMPROVEMENT PROJECT AGAWAM MASSACHUSETS DESIGNED BY G.W.F. DRAWN BY G.R.L./ K.K. CHECKED BY G.W.F. JOB NUMBER C 8407 DATE MAY, 1984 DATE INITIAL DESCRIPTION- SHEET 9 OF 13' i END OF LAYOUT 1 \ P.O.L. STA. 10+08.77 N 384, 971.22 E 285, 318.41 VARIES VARIES NOTE; FERTILIZE, SEED Ns" FERTILIZE., SEED AND MULCH ALL AND MULCH ALL 4 Exis ti.�g Grourx�2s, DISTURBED AREAS, 4' DISTURBED AREAS. l 1 ROUND CORNERS (TYP.)_ 5 5 TYPICAL DRAINAGE SWALE SECTION TYPICAL DETENTION POND SECTION N.T.S N.T.S. zo ' DRAIN EASE. 1 a N. °°� 1 CCOLO 1 —°pOD , /4 —OD (0 OUTLET-'�DaD�I f% CHANNEL —CO �LJ/ l lb �' �.SEE DETAIL a 11 V / STONE '` f I PIPE END ti �� 21 R.C.P.F.E`. jl 1 INV.=173.O(1 l � w � ! 50' I I Q1 �. Wj! STD. ENDWALL ~' �1 ti `:I r - INV.= 182.00 0 Z IaQ v i 183 C/) 1�184 185 186 I 187 186 DRAIN EASE. 1855 184 183 182 4 Z 0 W CC DATE INITIAL DESCRIPTION SCALE: 1 "= 40" 187 187 186 185 184 l 13 N 380— 46`— 55" E 14 15 OL B-14 184� /. — - ---185 1� 186 187 I87 186 j 185 1 1 Existing Ground Ex. Ditch —� I Elev. /72.40 �rrr 2 PROP. 21'� R.C.P. r Ex. /81119.C.'e Af 21" R.C.P.F.E. 15' INV. 173.00 STONE PIPE ENS OUTLET CHANNEL DETAIL 1. Keyes Associates-ArchRei(s/Enginesrs/Plannom Providence Rhode Island Waltham Massachusetts Wethersfield. Connecticut Nashua New Hampshire DRAINAGE SWALE & DETENTION AREA PLAN i DESIGNED BY DRAWN BY CHECKED BY JOB NUMBER DATE G.W.F. K.M.K. G.W.F C 8407 MAY, 1984 � R�rwdy EX ���, Comic• f SHEET 10 OF 13 +a;:u�ava�ra�ur�::.':�.rrr�awF+r�aer���Rf�ssfF��s�AgR�P�F�3a�k�sN€�,evB:�se�a �nsnse;t®���.m�aa_e1a'�� xuas�.•�x�es,�.sc,ca�a+ksa,ar�t�m��xs��lRrmrr,rcuW�esa �[aa�aaap�,�1!isrt't^.uH �w591F'+tletsea�rsr8��1�t�ase16R '�'. _ TAILS RE-1300NA.L. INDUSTRIAL PARK s OF EROSION Ek ®i3PARKSEDIMENTATION cotaiqOL It ..ten: Llk. r�partsrwntjumr [bEFONED14' � �+ iE �i C'i 6F �Fip . 3 rC a1l'E N.41" .e ��E �1.,�itP' C .3 t.)7 .AY 198��i�.W.F. 1�, e4 F .` 1�.,�AGAVIAM >'AASSACH S-E��� x axasnvra� n:ir eum�3uawdoir��rwamm'1i m�ea�aassarmro:airrrmeasasbaw 'a�wmuerarpa snrr+�a^rr��rrrr ... '? RSA a N9dki�i �riQi1{ 1 SHEET I I OF I 3� f .Y y V + �\ '--•,. `''�� �� cam,- ,� � - - � °\ Y.-- - �ARDE"N REET A. f 5/ ' O EEj ,V ! j r : " c `� f _ `, DRAINAG I EASEMf i r I " , .. �`, ✓ ,.r+`�'-"I / �'' �`� � �� F its', � i [ � jf. 1 -l_—•�x, �' _ i.7 : J : , DRAINAGE CIA LE / J ,�:�' jf / /., f--.._/ � i 1! s f f 1 j', E I % i \ . y\ \ k � � j[ F � ear i✓ \ / f : , ) J / Z. 4z r \ e ! i I +15'"=�' f ZW • � ; ` 1 � ., gig, _ w i �? 1. t e ,1'O 1'i ery 5 ro / Ai,� i`-•y_-.,L � 'o..� ` / ,� 6 ��� i: � ter' - ,P/ A .� .. l DRAINAGE WALE M 1! I f t> rn TEMP, R "AY, \ \ � . - \' - � \ ♦ ,EASE FW O 1' EA G k. .. r _..... - rr,_w...- ,,- lrr✓✓"%• � i, i°`°'r"Y"5...-«ar y.� �f- � 1��ya, l �.,4 � g `[ RAINSWALE i 6 , , k. t / _ / ARE 80 �9 _ _ v w / y MATCH LINE - _o W IY DATE INITIAL DES(.-RIPTION SCALE: V=1 ` SEE SHEET 13 IKeyes Associates-Architects/Engineers/Piannars Providence Rhode Island Waltham Massachusetts Wethersfield Connecticut Nashua New Hampshire i TOPOGRAPHIC MAP DESIGNED BY DRAWN BY CHECKED BY JOB NUMBER DATE G.W.F. G.R.L. G.W.F. C8407 MAY, 1984 A(iAilIFAM REGIONAL INDUSTRIAL PARK INDUSTRIAL PARK IMPROVEMENT PROJECT` A6AWAId MA88I1CiWSET$' SHEET I2' OF 13 Providence A"AM R R Rhode ISEand I 1 Waltham 1 P_,, GRAPHIC �P u tts NDUS. i.MAL : Massach se WethersfielkRK i Connecticut i, .DESIGNEDt •... . . BY DRAWN BY CHECKED BY JOB NUM DATE '�» I Nashua V. OJEC; Ke Associates-�41'chiliects/ i[14�s/Pit�nrleE's� New Hampshire L. Y� G.W.F. G.R.L. G.W.F C8407 MAY ,1984AV