Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
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 . ... .... .. SHEET 5 OF 13 --- - .,.__._ - ....1�.....I I..I.......:I:��,_.:...-.....1._'.1I...:..�1:.,0.�-II.,.r..I....�,I I..I1 I....._�.......-I�I..L.�I..I.1...�..-....I....-.....1I 1..�.I-......1.-..I:..,�........L.I..I....:..-.I:.-,I I.1..,.. _ -: x�. - I,I...FI:,.......��I 1 I.I..I....,r1 1 I�fTI.......,1 1 I L,.I....,.......II.�,1.I,I,II�....I�....-."tI-I,I1,........�........,I11�I1..,II.II.I......:......:...�.�.-I I1..,�-....-.....,.:I.�t�I.I 1,I��..:...:.....1�-.1I.1 I.I:-.�...........�..I�..�I..,1-.I'.............I......,.�I I I..�.....,...1.I.....,...-....,:1,..........-.....I...I....,1.I...,I.....-1'.I 1,........,:.1 I,.I....,....-�I.�..1.I.....��..�.........I................z::,-�...�.....%.,...,�:....I.I,.�.�-I.!1:........��I.I,..,):...1.I�1 I,.�I........",-:1..:-....I---,.,..,.......-.-I.,-.�...-.I.1..,...:,"..........;I I,....-....a 1,,I.,....�'.....4..,I I�..��....:.",".,,..I...,....:,'.11,.-I1.,.......,.....-Ir...�.I.,,I,.-..�.-..1.1:....."I;.....%....I".,...-......,-I......I.,.�...�,�7..........1 7,,......�.,-I,�...,...,.....,I.;.....�,,�;I�.�...-..�.).,1-.....-�n.iI.,i.....1..1-.....I�1 I 1I",.,/...II....."L.I....I.....,-.,...........I.'",,.�......,.I...I....4.....�--.�.1.I.,.-.11.I.1.1...i..w.,..I:..........,.,...;,....�......;.I 1.,�,,.......��....-.......I:.1,...1...1�'I".....:..1..,I...�..�.,...,I I,:-�,......i.�.mI..:�.....:.I,.,L�I�..-1.I,�I...k....�I,-�"L:i........-1...:-.............I..�.L......:.�.-.-.:.�.I1.-;--....1....�....I.........I 1�:I�,I�..I....�I 1I,.I.I....I..I I..--�..........-...,........I1..I..�..I.,l....,.........�....,-......I...,�-..`I i I..1�I�,��.�,...�...�....���.......1.�.-��..�...........1:.,."..�.....I:1..�I e..r..i-."I.,�..-..w..1...I:I...I,�.'....:......,T..,,.....�....I.,1............�I�...I,...�...1�...�..�1.-.I,I....I..�. -1".......,I�M,-...........I�"1.I�.,......,.I.....I,.1.,1.....I�!I,1��......,I..-........,,.,.....I....,�,I1.iI:.,I:'..:...�,I..1...r m...:.I..I I,.....,,-..I-...�;,1.I,.....I....:.i.......,I.1...I.,�.II l........,I......I.,...I.....I.....i..I..,..:...I....Il.......,�,k..I..-...I.:..:....�,.......,1�.:....�-I."...�II..�1 1 I....1.I.-L.1�...,��I,.I,.I..I...�r.,.I......�..,I.,......I..,..I1...........I..........,.....I;�..,I......I.�I I 1�...-I.�...,-.........1.II,..-I.:..II-I....-:........,..�....�,.I..I..,.....I-.,.!........,......;I...�.,.I....I�-...�-......I�I..--.,.L..�........I.-..I..I...-..........�....I.I.........:I L I.�......I......I..........I....,....,......I .c nm4....-.o..q....I..1...�....I.�-.....1.........,........-..,.:...I..........j.x.....1.....:...r,;.II.,1 1...11..,.��.1,.L..�-i..,��9 1i1.I....j�1i.1I,:I.--I....:iI���.,I%...t�I..,.-%;I...:..I....I.....1 1-.I.II,,....-.5,:1I...�.T-I--"1�.....-.1.,,..,I I"1,.I.:.�-,.�e�"I,,.I....,.....1. ;...n.,.,..r I....:..:\....,...,-�..,i.--I.4-.1....,:III..-;1-.-,�....-1-�-..1..::,,�j..m:...�..�,-..-:,.../-,�......rI�-.... I.t I,.,,.�1,,--.I I,,�1...1.�::.,�:-��-,,...:,,...-.,.I.,.�D>..!,.,.40t-..-,,...I".,-I.��.1-,-",-�,?.,j.>,--.:..M--..1 i.:7 I:-�....:.,.k'i-R7-....,.:.,..II..-I:",.�..p.1.00(...�:.-.-.-I.o..I.�0n,-..,..,...�.-..�.)-.i I-.�.I;--�..-.,,-.,�...k....,-..�..�I..-,I...-.1�\..-,�..m>w-�..�?,�.�,,I.'-......-.-....",.j.--�.�.-�-2�..�m..-�-.7'p,...-,...-�-......"I...I,.I�......:',-. .�-,1.I...;4.....1I..-,.-3�-.�......4.-.-..-....�.\.7..�....-"..-.I.,.-ep 1..,.�..�,-....1....I..k:-I--...I....i,--�..;�.-...\.,.I.-...I..-"...,...:...-.I.�,...I�c,..,.w..I�.II.I.,..."�.,I.I.I.i L I�!�....4....1I--,-....--�1I-.\1,..,..-...V1 I I..,.-...9.I�\...'...I ....I-...�...1...�1....�.....-�.....-..........-.�.....I I-....i I.z.�.s.-II.�...\l.........�.....�..I...'..�...I-.�..I.....I.......I.�\..II...��-..,..I.I-........-..:....I,.I..I..I...I.........,I..-.."I...... ..,......\.......I:I.........�.�..,.0 .....,..��-\... ..II I..V I IQU..,.-.f,..�-.\I.......1.))..-.....I-.......�,...(....�1I.I.1II.I1..�........I?.P(-w..,....-.-.....-.I..p...I....Z........I..\..I...;........I.,..1..,,E...........I......I,..I.........I...,.I...,......I.....�I.,......,.I.."..,.....�........L II..1?I.....I............,....1..I 1I.......::.I.II.........,�.,...I...�.....\,....-1....L.�.1.'..\I..I.:...�,..:..I..I�1....I.I"....,........:....�..�......-,...�.......I4-II....,'.:......*1...I�...I,......II..........1...-.I..%.....I........1.I..1.....�,.;-..........-I I\1s.1.5...1I I..,�.....�LI.1..-...I...�1,...o.......-,�...I...I--..-..-.......�I I-.....�.....1 I......A-..1.�...�I�.......1'...I.......I.-,.1......�.-%I I,.�......L.,.I I,..-,.4..:....�......,�.....I......q.1- I....I....-......-..,I..-'L,I1:I....��;1I...-..11.�I%........I.�....�.-..�..,#I...,I....�'-1.�I";�,.1.....1.:...1.,..I...1 1I1..".1,.....,:,1.'.L1 I%'...,....�....--...11.........1..�1...L.....,.�1.....z....-11.,1.I....-.-...:......�1,:.-I......,;...�..1�,I.I....III.-:..I.I..;...,:�;....I�.-.,,I.,*.I:..1-.1.......,...%...I.....H.:......I-..�.I�...�..:.-...I.1.�....".,..I".-...�..I.....-,-y...%.....�L..Z m.p......I,:..�% ..,.=�:.....I....,..,...-i.�..,.O;�-.......0.�...�....;.,.-I1I�.:,.I1 I,.i.,�........��.��..-I-,.I.....�-�.......,I II..L1.I...,..�....I...I..I..J....�.%...,4:I,....-..:.T II....,1 1I�.......;...I;.."..1.......,,.,R. ��-,I,......�i-..L�-".:..1..."�"Z......,,,:I....-,.,-,......�I.:.i:I,..�1 L......l,..I....:.L..I...I.L,�..q-.,;r.....�...-�,-*.-I1:.-I�..1.,.-t�..I�y 1...-,..-1---..I�..I.�.-.,-..-,��........I I..�.�.,I...,-I.....,.;:I Y...,-I..�I.,a..I'I...I-I...�..,I....:.....�1�,I....1 I.I�.,�..�..,L,�.....I"F.1,..I j,.,.-.-,,,:,�,.,....:..-1I*..I,,...I..�I;,.,.:....-,.,-..,.�..,�.I:.,,.wI.�,;,..,..I..!�.I.,1'....,,,I.�:,.,,�.�.�1..I.i�..�1,.-I1.....�.,.,,-�:�II...�I.��,-,.I.��:�...1I..t",..,.;1...-.",I,...w.......�.,:�..,.':....-1t1��.....:....7,I�.,..I-..,�.,I-.1-....I........��I,_,I 1:�:"..,..:,-..�I��.�r,-.�....I�.�I-.-..I��-�':�,kI.........I,,�...---.�:�,..L.,;:I....,3.I...-I..:,.,.;...�-......w:�..:�:�."...�..��,:.1...-I.,..-I:-..,...1�,.�.".�,4�,,,,�.�...-....�--.-..I-.,,.,.�,......I,",�-.I....e-���1 .,��-I,,,...,.-..,_"''"I.-,-.���:1. `-.I,1,..�...�--:.�.I"'.'�-;11�,.:...I,1'..I.I,1� .-.:...............-........,.......�....I�.-...I,.LI....-....I...1....,I..�........-I�-.I......,.I....:......-.....i..II..,..�......7...I I.....�...�...�.-,-,I...;.r.I.-,.i...I-�.... _ , . .. . .-R,,� 0....-N-�..4..A...-.�.....I7.-I1�1 TI-.�..4"�-LI.,-,-I.I..-.,L-'-..,..I.`...I...:-.-,I..�.�-8 I.I... .-.,.I-;...-.,"..'P1.9.�.1�"....;.Ip.z...I.-..I..�...;.._I.....RI 1I. ....,.."A...I..--.I�...-.�:I.Z- .I1....1(...02=I...�.j�...'-...n..!..I.."I1"O.�,.......�.-)!I..".. 0L�."1..I..L-�,-...R...1-.,�..I...�..7 s;...I.,L,.....:I�I..,1...-.I,....1.-I...',I..,I.t..I 1-.I..,K I..,w 1..,�.- ........1....,',..I��;...-,.I.11.Ii...I'�....�......��1.....��.......:.....- ...�...-,�./ ......-.,I ...-......:...........-�...I.�..........--....�..I...�:...1..I,,......�.......I L..,....I .,,, �.-I�......p...........uw-..-.-O.I..l I. I,,..,..2-I.I-.:..-...�.�,...F...,.I...................1 I...:....S...I.)I........� 7.%q-...:.n .,--�59.,.1..�.....�1�I...-,.....I..R e-�..,.-��,2 N/,...-.4�......-..D.1.-..-0�.,�...�.".., I,9..0 9........,:.,....-.1...1�-.1i S.....-.-..I��.L-.1.-.w...:.�.II T........... r ...r. .. - ,., .. .. .. ,... :. _.. .. - .. .. ...::.. .,. :. -- - .. :: ... .. :-. ., .-'. - ::: - .. - - - '.I .. ., - . - - ,] .. .: -. r.:.. ,.. a .. -. t§- :�:x,: < ..,. -'.:, .. 1 -. : ...,- .. .:. 5 k. , ,. f _ - -L - m _ Y - .. .: .:. - - _ _ ,:, AY> . END OF L OUT - STA, 78 + 55.00 . P } .- - '',;1 . P.O.G. STA. 69+ 36 34 . . _ a; . . , . . 7 4 N 38 002. 6 . . . . . .. . . . I.""-j." .• ,: .. I k., . ... . I 5.f�4 � ' , E 28fi 3 W ,.: ,. . . . A ^ . D.IAEN. EASE. 8 S N. TEMP. ROADWAY ELE : a TEL. CONDUIT - - - •. , - SEWER STU EASE :, ( BY OTHERS . . . . 1 24 R.C.P..F.E. . . . . f r, '.. ' y - J _ _ , - P.O .0. STA. 70 + 24.95 .. , P. 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. , . . . . .. . . -- • . - - - - -..,:.:i, ,.- .. _:...:. .., -: .:F .J-x:•v- ..YC7(^':.:' i"_ e'.S. ,J :h':'.,,�3: b., �::tl f 10 SAN. SEINER wLU - CONNECT TO EXISTING o� 1N EP 3 \ \ \\\ 10 SAN. SEWER 194 S.M.H. \ DRAINAGE S WALE 5 —— — z B 9 J b = 2' S=0.002 '/i CD p o U \ tpX\\\ 30�� B 10 PT. 42 +08.56 \\ \\\\ o-O9 R EASE, PT. 50 +00,00 t, \\\\ s\ SEWER N 387,466.64\ \_ E 287,316.90 \ / 'o a` \ \ \ v P.O.L. STA. 42+90.00 N 387,520.55 E 287,377.93 \ K. \ AGAWAM PLANNING BOARS a END OF LAYOUT 0 A 0AT -. � \ \\ \`� � P.O.L. STA.. 46+13.50 � \ \q \ �\ 229.53 E 287, 622. 2 �\ , • 200 200 � � EXis tiro y Gr-ou�s A/ 9 � Of' f'ioe 195 ~~~ � Fr � 195 190 190 NOTE- FOR PLAN OF SANITARY I I SEWER SEE SHEET 7 185 185 CONNECT TOEXISTING S = 0.003 Vt 10 SAN. SEWER i 1._.� S = 0.003 V, Io' SAN. SEWER 180 180 i V Li o In CM OD 175 Alt t 175 ; i11 � � � � V7NLo s eQ � � � Om ~ ao Q z .M O > _ ; ez z ? � zZ 170 cn `n 170 46 47 48 49 50 51 52 53 54 55 N40" Providence AGAWAM RE�t"IONAL ,II DUSTRi*1 FAR SCALE. 1SANITARY SE' 514 .•� m Z a .. : Rhode Island , Waltham Massachusetts_ `. 1'4 IA _ Wethersfield PLAN PROFILE i'T .� A rm ConnecticutjE MEN DESIGNED BY DRAWN BY CHECKED.By JOB NU>VIBI*R. DA E �: . . . :n t7 W € k .. -, .. , Nashua z �. K Associates Architects/ ir�ssrsJPf�lr�ners New Hampshire z DATE INITIAL DESCRIPTION G.W.F. K.M.K./G.R.L. .G:W.F C 84(3'7 MAY f1984 ,# r, r st 5A - _ t { .: .. - t J . {.:... e.. .. :. rv.. .....5.'. . �..: --::. ,.. ., -..:.: .... ,... . .. :.,... -'.... .. ... ....„ .. ...,: ,:,.... :,._.. ...a. '.s e.. •-s-�:. � .,� �i:-'' c�=daY ;�,:.. -�.�,•- &a".�:Aar%"�,>�i'�.tti:,'fr.�.-.-{,7wSPsa�#..,_4=5.&3'r,.,`:�.3 [�+.�..,. k�'�'¢' `.ft�s�'Sie.SGs%�3�' "'9�$_. °4 "fie• `��'.�-� �. �__:::: _. :-,. ,., .. -..:. .._ ..; �. ;'�,. :, -., ,. 'a. Y .,. a r,.. t�.wu�S'c� •�. ::2.�.:i3�.�.9:eu;�.: 1, 3.^a..-x�`.4.� 'x.t,��'So-�wf�:3.,3.J�„�,»....��tL,,.�:.c�� ->.ws$�M�+tr0.�:".3�Sr.�-kx:.s�'�r�t!„3,,:.: e:..d?9..a'� :ks.;�> "a�n''�.. ��:�3k€ ai CURVE DATA CURVE 02 COORDINATES CURVE NO. 20 P. C. N 386,986.61 E 286, 176.03 RADIUS 1260.47 P. T. N 386,410.06 E 286,852.45 410 - 17'- 19° 191.7 TANGENT 474.89' LENGTH 908. 32' P.O.L. STA. 30+27.98 N 386,545.28 E 286,583.17 Tj TEMP. DRAINAGE DITCH b = 2' PT. 30+43.68 �k N 386 557.51 p 2 O E 286 592.99 DRAIN EASE. E. a I ,I DRAIN EASE. DRAINAGE SWALE DRAINAGE SWALE DRAINAGE SWALE b = 4' S = 0.002 '/, b = 6' S = 0.005 ''A b = 6' S = 0.005 '/, w To Of ,5'/oPe Z_ - J O - - 15' 2 __ 32 U i JI TP o Of S/oPe __ 31 15'N 36°- rr- w __ - - — a 19 - 47 E � 2 20' B-I2 - - __ w _ _- Top Of 5/ope_ - 192 w 20, -- -- w --- --- 191 Z_ --- 190 Top Of 5'/ope _ _ 'Y � __ -- _ RESERVED FOR FUTURE STREET 189 Q 188 __ --- -- _ 30, R��w�y Ex Bi f �'o -- II 9 4 PT. 39+30.57 N 387,272.00 x E 287, 118.41 o o Z - -- - -- - --- 35 -- _- --- — y = 34 3fi.— — - 15'— — — — 37 --- — - 38 Ex. Bit Comic. Rung-tio � v _ _— __ __ _ 39 H — — — 15' N 36°- 19'- 47 " E __. ...- --- -- - I- --- — 40— — lu -- : _ _ _ — ._ - - - -- - - _— Too 4f La to 11 — - - - - -- 193 371E DRAINAGE SWALE W b = 2' S=0.002 '/, ? DRAIN EASE. _ ti DRAINAGE 5WAL€ � b= 2' S = 0.002 '/, AGAWAM PLANNING BOARD DATE r Providence AGAWAM REGIONAL INDUSTRIAL PARK N Rhode Island o Massachusetts DRAINAGE SWALE PLAN INDUSTRIAL PARK m SCALE. 1 aa= 40 Wonecticut IMPROVEMENT PROJECT Connecticut Nashua DESIGNED BY DRAWN BY CHECKED BY JOB NUMBER DATE W Keyes Associates-Archkects/EnginwoWPlannsn New Hampshire z W DATE INITIAL DESCRIPTION ye G.W.F. G.R.L./ K.K. G.W.F. C 8407 MAY , 1984 AGAWAM MASSACHUSETS M w L SHEET 9 OF 13 / VARIES VARIES NOTE; FERTILIZE, SEED . NDT ' FERTILIZE., SEED AND MULCH ALL AND MULCH ALL ROUND CORNERS (TYP.) 4 DISTURBED AREAS. 4 DISTURBED AREAS. 2 Exis ti.�g Grourxi✓� �. ------- �- l 1 ROUND CORNERS (TYP.) �_ 1 5 5 I2 ; . 12 12 q' 4' 4' 4' 4' END OF LAYOUT TYPICAL DRAINAGE SWALE SECTION TYPICAL DETENTION POND SECTION P.O.L. STA. 10+08.77 N 384,971.22 N.T.S N.T.S. E 285,318.41 ' c N DRAINAGE 2or son- DETENTION AREA SWALE , DRAIN EASE. 1 1 I87 ,. 1.86 18 DRAIN EASE. 184 >� 185 /; � 186 187 � l ~ Too of S/ove W. w 13 N 38°- 46`-55" E 4 15 Ifi i7 18 19 20 20 B- 13 21 W B-14 cn 20 w 1 J y CD, r CD ODD , f `� TOP vf' slo pe V OD �, I DRAINAGE SWALE a I82.5 � - - � r '4 ' b - 12' S 0.005 OUTLET .+ CHANNEL � �' J SEE DETAIL a STONE a h 11 PIPE E N D 185 x 187 h ti 1 21" R.C.P.F.E - �` urWd - 186 Cphc. f� y f r / INV.-173.00 I �X• y , - d 185 I 1 ! 50' awl I �I I r o ! _ I STD. ENDWALL j ! : I ✓~ - INV. = 182.00 / Exisfin Ground - ` / 01 � I I83 Zle v. /T2. 40 err2a a J t PROP. 21" R.C.P. 184 185 � — � � 2I R.C.P.F.E, l h 186 15' INV. 173.00 1 1 G ° ! I87 STONE PIPE EN187 S 11 r J I i 186 OUTLET CHANNEL DETAIL AGAW1� PLAN'NNG BOARD r I ! DRAIN EASE. ! 1 185 184r s DATE 183 <'' 2' 2' Exiat� l�raunc� _ 182 �/0bl?9 !'roan T' OUTLET CHANNEL SECTION N Providence AGAWAM REGIONAL INDUSTRIAL. PAR; DRAINAGE SWALE & ` w Rhode Island Waltham INDUSTRIAL PARK , C ►I� Massachusetts DETENTION AREA PLAN wy } Cf) c�. SCALE: 1 4 O Wethersfield. Connecticut IMPROVEMENT PROJECT _ DESIGNED BY DRAWN BY CHECKED BY JOB NUMBER DATE z W �` /� Nashua DATE INITIAL DESCRIPTION Keyes Associates-ArChiteslr�nginesrs/PhMnerrs New Hampshire G.W.F. K.M.K. G.W.F C 8407 MAY, 1984 AGAWAAi! IVIASSAHl.t3EY m SHEET 10 OF 13 ............... .......... 777,77,77 w�m -,�n� 7', m j ----------- ..... .... ANCHOR EAq BALE 'WI H TH MOGIFIED RIPAAP .(TYPY� TWO I x:ux3 STAKES: CH BALE WITH,T h", ANCHOR, EA a 3- DEWATEk'IN6::;-- THI METHOD TO- BE USED" TWO N I N.3 STAKE, (TYP,):.' NOTE' H EGI,NEER.' AS DIREC FILL SLOPE OOETHER: '11ALES' TO:'BUTT. WHE N SLOPES EXC EEO, 4 H OSE FROM OPER 7RENC OR TED BY T E EXIST00' MIN' fINISHED GRAD , .-.,. 'AN :E WIT-H- TWO.' : CHOR EACH BAL VIX3 'IA: :(.TYP)c " KES ' ALE AN R EACH' 6-M 5-, TWO ININ3 . STAKES (TYR),,-�-' N E' BAS`fNS` TO BE 'SIZED OT loo TO. ACCOMODATE 13 ACTUALWATER VOLUME4 EX IST I N6; SIZ I NG CALCULATIONS GROUND TO BE REVIEWED BY IN. 1 6 M. THE ENGINEER. V. ELEVATION ELEVATION PLAN AT, SEDIMENTATION BASIN ELEVAT .......... BALES TOGETHER,� t3s! SALES TO BUTT CATCH BASIN S-Om_ Ito r FLOW cr�.._ 0 ............... ANCHOR EACH 0 AS SHOWN ON PLANS OR 13 'WI 13 BALE TH TWO FLOW AS DIRECTED BY THE ENGINEER 1.3 STAKES-,, DIRECTED BY THE ENGINEER GUTTER (TYR) S-d u_ ANCHOR EACH BALE ITH . BALES TO BU7T WITH TWO I"M N 3 ........ TWO . I XI xSSTAKES (TYR) WITH TOGETHER STAKES (TYR) -0 I"x I"x 5'. STAKES (TYP) IRS- TWO PLAN PLAN PLAN TYPE ROSION CHECK TYPE A : ER OSION CHECK TYPE - 8 EROSION CHECK TYPE "C" EROSION CHECK D E v C AT"H BASINS ' F'R SLOPED.: . AREA FOR 1 .1%.#R: STABILIZED CHANNEL FOR SWALES OR SEDIMENTAVON BASINS OR� EXISTING" 'WATER C"OURSE - OR CHANNEL OPENSWALE 3�0 D 2 24 I O�— NOTES: ENDWALL 12" MODIFIED RIPRAP WELDED WIRE OR CHAIN LINK 'HALL. BE STABILIZED WITH THE FENCE ATTACHED' TO POSTS 1. CHANNEL SLOPES PLACEMENT METHODOF ATTACKING FILT ER H S S SHOWN ON PLANS APPROVED FILTERL FABRIC FABRIC TO BE APPROVED BY SECTION A-A * 3!-0" TYR THE ENGINEER. 2. ALL DISTURBED A o OR PS DIRECTEV — A, POSSIBLE, WELDED WIRE OR OR AS DIRECTED. CHAIN LINK FENCE I I I IUL LAYER OF f7ILTER FABRIC BETWEEN STOCKPILED CONSTRUCTION- APPROVED FILTER Al ENDWALL 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AN INTERFACE . . ..................... FABRIC 4. NO PERMANENT D;_ ?0SITIONS OF FILLMATERIALS SHAiLLBE %TED -0" OR AS DIREC l) OTHER TAN THOc'E ESSENTIAL TO THE PROJECT, GRAVEL ST 450 STREAM FWW ................. I D+2!-o I ANNING BOARD t1 0 8 S-0" OR AS DIRECTED 12" MOD IFIED RIPRAP V , v GRAVEL ELEVATION SECTION A-A ELEVATION QLUIMENT TRAP "um" ETAIL SILT FENCE DETAIL INUI118'rRIAL PARK "'", WAN Pmvidence Rhoft Island DETAILS OF EROION (I sc Maiiachusneft F 1i A L PliiRK ALE : N.T.S . WaRtam SEDIMENTATION Co iv 0 v - T P W NED Fill M > NashW IN 4D IKA v�fm a 0 a 11111ch Nwpiwwws Now Hwhpshke G.W.F. C 0 7 "EfdEN 19 83"i A ; .y KNARF J.'r.W. M A) SA A('AVIAM A CHUS DESCRIPT" S14EE T I I OF I 3: . .. ... .. - y ..I.....1............1....I.I..'...-................I.'.....I1....................... ........... . ......... ..I.......,. -e.4I.1.1...I��,?"�.11.-\'.-1,.z-.I11".1�\I..,,-/I-,,.�.'/",,1-:--,-�-I/1'.)%.' i A AWAM PLANNIN ARC >,�\1)I:--i I'-,;`\-\1" 1-..I.-1-�I.-,,-.L;-.,L,.I1!-.�0:L Z1.>.\,--,,�,,".-,/----."-.-.�\,.�--�.,�.--/11--..--�1111I..,-,.-..i"/-1.I1(-.,�,I,.,\.../-./-..-,%1I--.o�"--*I"-I"1 I.'.,>�'-,-,'-/.-.,'f--I/.-.'I-.%'-._-/,.1.0-'�.r`--N--i/-.�'.,I-���1,)I—j-..,/-".I-....1,,...---.,.\--'-..I,/,.,\-.,,It�/I--�,1.-/i'.I',I:-,,,�--.�\,�i-1,.-.I16'-."I1--/-...-.-1)--..I 1-,,-,...%.1�--.,-I I,e...'-,--,-,0-<\-..--.\"-..).-.,1.: ., ..�-< 11_-,'"1\-,>..1,-i\,..1-_.._"-.--6,�"-.\-�/..,..",,1,_...I<:.1).—X,,,,.,�I-`./-..,1...1--.-,I-,.,,-1'A.-,.-.*�,-,�,,/"-.\�-.-,_(.,"-,-',.,.I-1.- ./I-�I,-I-)-"-.�.,,I..'."_..---".�,1--.-"-.,,I,,--p II,,,.1.I 1."1',..I 1 k-,1-/1\*I.,.�jI ,I-0.I)I-/:\/..i)./I 0,I.-�'kA�L.1,1,,j.ki...1-,\—,,,Iw/I"/I,"'I,/-1"I",`,"--." �\1-q-,.�/,f--.'".../I 1/.,�,. I.I.-;i"...,;':,%-1,1I-,J1,j..-I,;.-!.:,I\T,I.I,c.7�-�1/;,'1��.-,_./"'/,IL1 w�1..,,_.1,j,",-�.,1I -,.--.-"A-:-,I"-:0./'"I,.-/I"),:I--i1-,7:.�...�L—�I--I""-C'-��, '"I-1"/1"/i l�,I.Q1,��1.,,"',,"./I.:..",?.I,J�'.//iIl I'.-.I I��1I/)�.-�/\1".I,-i ,,-?".7.6/I�I_-"-...-I",/,-�.Irf//6,,-.I�IX_�-1:,__�--,,0;-//�J, /II:'\-.,",,'�\,:r�-/"'�-//--,,", "-/.*-.�,,I�.\.'-_I.;11/,"� ,;.i.�\."1,"-"/"-"I�--.'�I 1I/..-f z",I,-\1.�""1I/./,//�-.,-II, ,"...-I;/1-.,.--,iI,"1--- I"fl-,\-"i,�\I,"L.f1 j1--,.I=,II f II,,%f."-I I,,i,I ,I,.�"�,�-�1-\.),/,.--"r I-.I'1("f/-,,,..--\./-�-1�41"�.\/-.1/1I�\,I I\r I L/�\:.--I,:11\"�-.0.,.I,,',V'1',,,r,"�1 \"-/,:(j,y-�IL\k/,,,"gI,/-,.,�///1�:\-:-/-I//�,1 I--\-/f--,/-.1J-,/I""/�\..�,.,,\\,�,,'.I I/-�I,-.x-!'. -/\-,,-II\-)- ,.I\)X.!.",\(�-"\.- _,�/.,".,-.:///.\�-\.1:.—."" �i.",\.\I-,--)I--�R.,�-�-1.-- r s / .---,.,,I--\---.�,.',-"f.-.,---,1"�-I--'.,/I\--'--\\\1"i%1g.�."I�t�-"��l"Ii-1%N\---.I N f "�-,(-/-,---N�)i.l;��"-,1 1".�.0, w_ -yam / \ < . o �� - \Q \ E � e. . /\-/,--I,-__-":-,��I . _ _ - ��, — ;.. rr . �r9,k-I�"I N N".I 4,i;.,--,\"-..-0z./e--I 1,,I-�.I I.4�1..I�`.,11/.--�."-1--\b I1 f\0-' .-�.1-.�1-�.1 1.t/\,,\...\',-,II II`"\�,I.,-,-Ir;1%I_",�-,-j-,/k..�,-,I--, .: . _ _. 1 it *�-���.--Z i.�k./,-�1\+-.I-�,�N-;;;T zt,V�-/T�I, \,�-1-,�,-,-./,.'.,---.I--.\.)%,I--,\-.-. ,-�-1 I�--/.\1,--,.0'-I'.-.1)-,.\--,X,.- r .. " '' -",9-,"/.-"- I.I.',I.1/,.:,l\11I*i.i I."�'-I-,W/A<�..I"e..�..�+'.-o.t--Io��.1A-1'z\j 1'1I,..I,,-,\. \+,0-,.;1,1-1 II/I 6.,,/II I-I1../I�.----.-"1./�.\-i 1.1,1I;..1, :\\'+`,-"1�I.-), ;- 1ir\9 .'.,-+Q .. . --,1�,-.-.-\ --1,1_...�I//\,...</ ,-� ,,\"/A1/-&.,'<\-/" ''-1�-1U." I1..4 y/-,II,,--l-..l. ',2--,/,I-,--1�/,-\/--.-/1--/N--1�'1I-1."- /:-_1I�,r/-' D,4"-I1,"-,- 0-1 ,.,-- f ', ;'\ \ - . - . ,. _ �/1 . ,. =; -, �111v/.�\,--..1 SC-1.� )-�w*i 7 I -. :. .. -.' � f/ yam`++ ., y �yyq ..:... .:. 1 V / — — .-1,/:,", _ tI 4. - J 77 I . 1 -U, S,-/"--- -." 1/-,i1�,.I. i �, ,; " �. �_ .". ram' - _. r : ("; ry= �� RL�Fr , " __ /'I",/j _ Jj _ g, .-f.." -.- ( 1 } _ 1, 1 : —. ._._ Y } , , ! ,.•• 1 -/ + - 7 _ rr. . i / i' -..I -0---.;.- j I : _ / 4 2 , {fjjj , -];I-�,:-.-,- ,-,L-i%IQ- 1,1 4;--,\--.'?1\b .1(��\i �/.1,;/r�,1��1�-I�!-1X,r-,f�I�� ,-/I, -TIt 7�(/,/,'JX/"//� i-',1,-x/"-�I-'�/1- -�-"--,,-=1-X-..-... , .r- t 1 f 1 r - �' E f ^ r i _ 7 __1 1 t \ I DRAINAG r l / -� / [ 1,E , f 1 5 e r" i i _�... gy i / r __ EASEM 1 / �,, , I I ; E �\ EN1 r . \ r /� /// ".� / ' \. :v _ f� , I. .EE wJ 1 3 t I 1 I . + X , \ I-i1..I/--,,:, II .\. I. , �' 1 iI i A E I �/ t `�{ `(� i f _ t - .: V-a.,._�._..,/`----" %� ��tJ / 1 // ----1/ ( , -1 I ;� ��� / -. `S \- b f'. � € j i b 1 �' f] ^"' .1".. i f i t! a - ,� ,✓`ter- (j, �? p" �y i t : l ) ,,. „� v, . - ,i- -_ ,,, , � r,, ( ? / " %. } 1 � d `s e,. ` / i' i / \ : fie} \ / 1 �, \ R ". i , 11 z ti _ _ �V! /// �' (� / -.., 13 ,.✓` \ 't 3 II E, i , f \ !. 1 I5 i `\ j J -.......-_,,,�` .____. //00 /;, /�: ALE `, �� "� Iv, _.___ � , - �/ v r. { sy\ \j ` 2,`` �`' 1 / rl r i g -_ -{- ,c - / /' -, i f i f� _ _ 1 �.u+"-� _ Je ,e } ./ _ _.ram ..-...�_-_ _.. �` /' / � iI \ — / /: : _' \ ' _ '; vie y, 1 __ - f \\ 1 p , p \\ I , i � . x - r ,✓ t _ _ . , --_. /J )1 J r .. a � ' 8 / .:—.. _ : i S I ��: / ; r? `\ \ \ _., - `._ -.. r � I ` w Z -._.. —1 \ i i - a +_ \ , f f r -�-- _ A R A 1 w _... r1 _._ A - _.. VV-,//.I.<.-/. .I,I/�/--I--/;i-_Z 1/), /!-�fi.,--\11,i",.1,,--�--i---/'f-,,.1,/-.�y.1.,---/,"/1I L�-1-Ii-.\ //31I--/"a /,-,,--_-, p {q —- G : fin..: 4�'?�' .rr+�' ✓i''''to-�I-" _ .____ _'/ `.- `_..-�. s/ � -�..,- � 1 :d� `�q - ., , i t x-.'1�,-zrl--,(��-1-.l!1-;,r-1,--_;-:Iq1-�-1-I"9- ,/�/,,- 1 1.9'�,�'-.�-,.,� '.-,I-.—" I gg / g, r t 1 /- / \�\, avA 1 zr ,i i!i, / - 4J ri r� % A- �- 9 t I l ..--, ;� / a _ ,1/` A- -' __ ., � , / j //�/jam.. . e _ / 1t : j 'W L�t 1 " O ... .......... `)) .� ., 4£ ', gyp, Y\ \ ', 3 ,. ) `�ma. 'i ...,•""'" / ..�/ ,r....,_ - / 5 _ \� a! T1 1 j I t .. /� �l fj`y + ` b-1-/,"f 1,-�,1f'-/,-,i..�-,.."/!�-1...'i-.I,, /--11 1/I1",- :!-1,--,-,--,I/�- �S 1 . -.. t , ,�, ,+ _ /r !` f / ,'"r ram,.- \u j -'� sue`� ' \\ i ,.� h1.-:.�-V,( / / 1-,z-�4-_---.-1�-r.1 I. -/"--./---.,'.- p �' /JI / / :c , �":/f , , 1 /` /" �%. v, i .�T/°, ,,;., e ;i / t f l'O ''1 f ... - i f t _ t �'. C f r i / i -- x - - x -,_,�_ ','ram. 1 i;: �^ / / \l=\ t ., "1---- P^-'.:o.. t, r' ,f 6 r , r f,i / - '1 _ _ 97 + - - ' X i r II.I�,1�r���"-�"-.�\�/1I.,�I—�-iI L-?.�Z11--II-'-t,-i.I..1-�.-.I�-.3.-"1 .1--..>I,,r:-,�(�--./--..--./.,.-,..�--�.1;Zi1-- . , , � ' - _� - I , , �,, /, , ' " �- I � � I / ..'� / i; �;; ( I°e { .' r , I ! tJ.0 / /' ' ! G ,}J ,i• \� ! 0 / t\) .\;\ �. .. j ram' . f: Jl r/ L-�, / _+ \ `�` �9 �+/f�' t \ C �j2z�1 � , 1 s +`I f. f1 - fa...,n— ` �1i f \ ``.'�.. _ -. . ,/ r r' /k- /j Z '� V \` \ �.. ,; ( I_ .s .. . , _w - 1 - . i t ___ /� i tl I . _;J, , ? � i , ASEME�T i� �/ ,/'✓,,' ` i '. 1 `- f ✓ _ ,' _ I v DRAINAGE I / . 6 __-� -� �. S WA LE '`- Z j / r r A + — r 9 n _ � r� /% ! 'I' 'Z,.I.I,A.",-1- 1...i",�l",,.-/i��-)...l1,�\9-,\.�1�., }" �` ,. / } i \ ,\� \� / \` '' °, .R \` t } rn TM RAY. ! - v \ \ �, • // V '\ v \� s } \y v i ' , I �' �i � �% ' v� �� �yi�° °��° �� °a / O 7 r -\\ } } I r�„_.,,.: ...-... ,C^. . -- vim.. ! �\ til C��C�-t a; ( �t tr; M..'':,= + / ', 'r l - ,. ; . I ;= ��-���, �., 0EA G 1 ; � ,� ry - ti \ 1 .� f \� .; r �f \..' ;' _. \ v, , / _ �r • ` r �� r . � 6�,� / _ E D A _ ; / . _ � w___ .'r� ��� f . , \ � :l 6 \ 9 ,._-. A , 0 / � V , ; c i ��� . _ - _ i ,,,- .- -./ e 1 / f f w-"..- ,-f rr,'.• } y,i '"_:\7C^v^^v-,+r.j°''r^P. _« <.\ �" { �j }'• y _ - /,.., 1 � .J �`t 1 / C} r' , �_ w E% � ` RAIN1� S AL i - \ , �1 i / _ / r _ J ,1 / /� ti 1 r' w '/ ; >�--, ,., y - _. - - - 1 . -✓ - -: / o 1 11 r / j 1 r .,� �. // �' r ( 1 /' . . . . a: .- I / , \.._ - p. __ F" 6 cr / r m r ASSAG"U.,1QA . --� 5 EMI _- % , I; \. t _. _ 9 , i i -- // + ' _-- ..._ f,,.. e r _. / _._.�_ / , w �� ,. .�„ :" ,.'_^ -� / F'�� - _ �! , M1 / ,- � �, /7 ;;i , MATCH LINE — SEE SHEET 13 {!� SCALE: 1 a 1 � Providence Air'A1NAM REGIONAL tNL1�U�3TRIAl.' PARK Rhode Island TQPQGRAPHIC MAP Z Waltham TRAL PARK Massachusetts F0 Wethersfield COrlfNash Ut DESIGNED BY DRAWN BY CHECKED BY JOB NUMBER DATE IMPROVEMENT P,RQ�JEC I1I LUI I . -. . . j . 11- Nashua DATE INITIAL DES(-RIPTION Keyes Associates-Arrchitects/EngineeWPiannom New Hampshire G.W.F. G.R.L. G.W.F. C8407 MAY , 1984 ` W M M . SHEET I2 QF 13 a.:11 6, j, 41 41V IT T ell, .............. .......... Z. 2010 SUBAREA' .... .......... r DRAINAGE SWALF, �ED GRADING. FOR PROPO 10� _j U C) IL 14 oil 196 if 000, 4,D 0 TEMP. CIMNAGE DITCH e'06 760 Area Man, > of, D' co "oo 196 DRAINAgE D y IZO C LU �j jj N W A 192 Q Ar VIP A S' "AREA 0.F7 /1� OW w Cl) �3 + ---------- 1.95. 7 1-/9?,-9 r 7 7 j- /9 0, r-7 0 U) C, E, I..)....... Providence A"WAM "(00MAL 1 Rhode Island z Waltham TOPOGRAPM ho%P- . 0 Massachusetts INDUST Wethersfield Connecticut > DESIGNED 13V DRAWN BY CHECKED BY JOB NUMBER DATE Nashua KO"S!Associates-ArchRMs/EngirmeWPionrom New Hampshire AM, DESCREPTION INITIAL G.w.Fl. G.R: L G.W.F C8407 MAY 1984 DATE S H E E T 13. '01r��11.