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HomeMy WebLinkAboutPlan 89-50P Denied Clark Corners Site Pl IOZEW WEVULU 7 CO' h u m :9 0 m ' - WIN -DSOR , CONNECT-ICUT SOU H J NU RY , 198 \ •!1 \*l .t� �y•1 r '•vim •i. .. t REVISED SEPT, 1989 LOCATION MAP L SCALE 1 �� = 200' RC ZONING DATA ITEM REQ'D PROPOSED z7 29 � �a INDEX TO DRAWINGS Lot Size 30,000 SF 15. 29 Ac Lot Width 150 FT 530 FT Lot Depth 150 FT 1, 150 FT No. Stories 3 ♦ 2 o o Height 45 FT ` 35 FT 24 30 3t I TITLE ./ KEY MAP Lot Coverage 25$ Max. 5.0 $ 2B o o yG , i=, , s 9 a Front Yard 65 FT 65 FT j 2 A -2 SURVEY Side Yard 10 FT 10 FT j Rear Yard 25 FT 25 FT sA� _ z'w 3 PLOT PLAN ~- —o ELLINGTON RD RTE. 30 Parking Spaces 568 (8 Per1,000S.F. Office) 292 * (4 Per 1, 000 SF) Office �a A1VD_ -� 4 TOPOGRAPHIC MAP (10 Per 1,000 S.F Reta i1) (5 Per 1,000 S F ) Retai I "`"'' CD * Reduction of parking spaces requested' under Section 8.4.1 i PRO Sop �� 5 EROSION & SEDIMENTCONTROL.. PLAN POMP FL Im�GrViotlS CtlVGfw C (a5�a Yno�X. '' 37 6 ` s 2�•7 '/o < r.. _ PLANTING PLAN N t o a ......1 7 EROSION CONTROL DETAILS 8 UTILITY a PAVEMENT DETAILS 8 Z 9 DRA I`N AG E DETAILS LOT NO. STREET ADDRESS 10 PROFILES OWNER MAILING ADDRESS ' sY• , 1 76 Deming Street Robert Jones & Phyllis Townsend Same j yt R 2 68 Deming Street Joseph W. & Irene Bertrand Same 0 � 60 Deming Street Abby Road Associates 1 Christine Lane, SW 50 c Q 50 Deming Street Elizabeth G. Malloy Same 83 Deming Street George C. & Rose M. Dolan Same o , 75 Deming Street Water & Eugenia Wasylenko & Helen Kebalo Same ► Q o DEVELOPER : 67 Deming Street John M. & Margaret B. Jack Same 11 L) � 8 47 Deming Street Stephen A. Laurie J. Engman Same - m 9 43 Deming Street Lionel & Margaret Soucy Same '- ---- J 0 H N S A M S E L SITE DEVELOPMENT PLAN FOR CLARK CORNERS - � e 10 33 Deming3 s Street Robert W. & Norma Bancroft Same ' 1 25 Deming Street Esther A. Cotton Same ' �, r 152 DEM ING STREET 2 17 Deming Street Arthur L. & Kate C. Soucy Same � 13 3 Deming Street Arthur L. & Kate C. Soucy 17 Deming St. , SW 20 yR '• f----1 i 14 7 Deming Street Richard K. Hayford &Donna L. Vavrek Same h� SOUTH WINDSOR , CT. 06074 a - 15 778 Clark Street Cynthia B. Siena Same u Ifi 770 Clark Street Francis P. & Norma D. Pajot Same ti �„ ••' '••- � 17 762 Clark Street Joseph M. & Terrence Biglin Same 2 TE LE. 6 4 4 �" 1157 18 Richard S. Kelly 1744 Ellington Rd. SW h` �x�snrr� . 19 Clark Street RSK Kellco Inc. 1744 Ellington Rd. SW /9 20 $19 Clark Street Robert M. & Penelope Finch Same 21 859 Clark Street Stanley R. & Viola H. Waldron Same ✓ s Z 22 861 Clark Street Stanley R. Waldron Same - 23 1581 Ellington Rd. Steven & Jill Andross Same \ �• 24 1610 Ellington Rd. 1610 Ellington Rd. Associates Same SEA �s 25 Ellington Rd. South Windsor Land Conservation +6(v Ac• Trust, Inc. c/o Charles Shepard i8 �\s OPEN Box 415, East Windsor Hill, CT Same /4 O A^• SPAGE �t�th Windsor ,. 26 1676 Ellington Rd. David B. & Alice E. Webster Same �� 4FM 2 � r >��>�4a(6o� � Zoning {AI1IRli 27 Pierce Road South Windsor Land Conserv. & Trust g ssfas DESIGNED BY C/o Charles Shepard, Box 415, `3 �2 � LNG o East Windsor Hill, CT �� 0 0 28 1678 Ellington Rd. David B. Webster Same �0 29 1407 Sullivan Ave. Norman P. Priest Same 30 1700 Ellington Rd. Nunzio Gaetano et.al. Same P� G ST FUSS&O'NEILL 1 1708 Ellington Rd. Gary & Barbara Spelucin Same Gv. consultingengineers 0 9 2 1720 Ellington Rd. Richard S. Kelly 1744 Ellington Rd. SW �3 � M A N C H E S T E R,, C O N N E C T I C U T 3 Ellington Rd. Richard S. Kelly 1744 Ellington Rd. SW �v\ 4 1715 Ellington Rd. Richard S. Kelly 1744 Ellin ton Rd. SW .�'�� °,.fin=='�fI'll t g O ��D, \ PSL 35 1709 Ellington Rd. Richard S. Kelly 1744 Ellington Rd. SW O �+ ���.�EY ++ �v �� � PER W I LL I A M D. 0 N E I L L% 36 1b95 Ellington Rd. Richard S. Kelly 1744 Ellington Rd. SW �� O kook , , r. i♦ 37 1fi65 Ellington Rd. Olde Wa g y (� g ppin Realt Inc. Same `.J ^ J s No. 6249 C ON N. NO. 6 299 I,,.;�CNAL ,+� 146' HA RTFOR D ROAD E ••••••••����' Iv C H E ST E R , CT. 06040 -- MARS a ; 641 ` 2469 Y._"S,1^,CT:L^.i.LCG Y«.—s.Ym/.'.Y. n.:..'.T'lY..—' •ssss •ri,lM Dvwe.c•1 ®m. -...GxMR ®+mO1,J. . / NORTHING EASTIISG MAP iZEF�t2>✓1iG�S� y 31 I t} / Mon 1 172,372.66268 200,343.05214 1. PF-OVI'ar••TY OF L-L oOyp N. HaVtSV4OR , VaMtNCa SrR•EET Sptri"H wlMvsoK• G+ SGAL.fz—t l 4• JU Y 1 , Mon 2 172,627.78877 199,948.42998 ;• � I � P�'l W.!•F. i�v FZ•N hl•AM • � - -t 1 Mon 3 172,797.62993 199,838.13189 \ Mon 4 172,865.20501 199,827.56938 2• "?)ZOPE•R.TY MAPPa%7 FUIz CZ.IGHAIZ17 KE!%I..EY� g-0A17, SOVTH W1ND50Fr-, CT-. Mon 5 173,024.81590 199,808.88565 ZIJ ! . I I ` -•--•—� / � / � $Y 'PUSS �_ O•Nt�l lit.., 1 NG• Mon 6 173,611.38092 199,763.03926 °ter j { / Mon 7 173,665.27b36 199,813.16794 3 +, GQNtJEGT1GoT STATE W1CaHwAY t7 •PAKTM�riT RICH► � \ 0$= WAY MAP '` -rOWN OF SOVTH W1Nfl5oR, EAST �o t, Mon 8 173,662.58994 200,291.77443 HART•-Ot7-17- WAPPI MUD V-O At7" N V M f3ER 132-ot, SFIT \� ' of Zr sC ,�.lre Ir'-44 yu V I.P. 9 173,373.88590 200,260.44255 to Oj �? I.P. 10 173,373.04033 200,410.44016 � c A "• if 11 172,914.80917 200,355.76234 a�t7 s MTh, 4 +` a` 1 V) B.S. 12 172,872.28287 200,570.96746 M ) oY u z I.P.SET l� Z l .yyG•s�''P%�'O - - h ----- 1AT AQ n \ ll YARa W ! i 13� 1 G, U ------ ----_ f 5 t ��, -•.0& /AGRG , rA Li \� Nor o ;i r{ ! ; ON R�AL•y Y ,o 'i s f 00 10 i M j 5 0& f!'3 g„ W r - - - N i � s o6° � 1n/ �'� � O � //' � � QIV / y 5b , I t--.. j u � $• 5'D '- '>, Pi -- -----_- l' p- p 1, - - -` --..- YARD i ` '� 8 OOD g --_. •P• � � � � f,13 � �•.P! , �.' K•- b`G N "�i� / T�� :E F. M PTA To �: . ,� / G WALK. _.} - ---......__,__ �• FENGE.% A� �' -„j/ / / % j l� � � / Co!f cKr � WA 41 iN W) 1:j rAP ' t.k 17 Existing Pond j irziv,<s �RETE ,M tt y2ANll� �TYP !�^f �� , : - 1 A / J 0 ' f c Re•s } PIU� cR055WkLk< r �"l� ` _ , •� ,` \\ /of m - 2`� Ate• ---___ --_-- _ _ _ - - _ _-- = ,' ' 00 i /C Qt _.__ >z�� s ., `?;, -- - � „ q(oo.oU` � - •• � FER vJ�lvl✓.v ' _ i� � _. �- --..- -, . . T is •�o :• / �; � `� �` �,_ � f .: ,ti._- `--• --. '`.`- �,;moo s•�• •• _ o � ' / UP TO IN 9 Q go ••• � a CA FIA g` ff S - , G so%z°I`� 3 \ �z c-ry . 2S• 1 f�10 ORIC -zfI ? . f C+ SC - \y - ._ r - Q0 :'"• / \`._�o ..` 0`Z9"5Z -- $ 03 3A 3a og v N 2� - �• pti-1 / 47 r aWr 10 es p, r �, 4- 5 otJ£ J tvaUs - ,o'.z f moo: ° ►1 s�.r► ti fAR K 1 N<a 2A`T'A 0l Sr l-' b' D 5 1' ' 9 \ ozo k'Ar .r, �" r �Ar� �!;; 2Z �11T,a1L S o00 zF @ ra t o00 — dO GAIzs _f_- a0'.� OFF iG� <03 000 SF @ �#/I DOO 25Z GARS J•{. ,per v/ �D. t --- !� 14 � �- = _ _ _ / " / r -- ��'� 4 s•� - WA4K= -o. _. v✓A _ rz.�a` - �� -roTAL 71, SF 2�2 C,A�.s / _ 4 �FOO NGKE - - -- - o - i, G� _ o AL ram `f , Tit ; Tty w---L -ill o �•� M .� ys (ptj' F tza NT ��' 1 Z ''. MOO o t• D N ``q,.�I Hla.t.lt•JtCAt'F'E57 R1�Mi� � - \ `;• ' (TY(5. A-r At_L N CAt? t?YG 'm ',� �,0 _ •6 oz • ',1 '�,, o, �, L`yea• _ .---� '."'_N ,-------'-""..-.._ ..pro• strrrrurnrrr��• \ c� A - O -- .,n VJ -- y • p C O N p �y J - 1 Al s7 vap. MDTI - _._ - -- C � A • - - I hereby declare that this map is substantially correct. This mapH° Zs ,0� •.•' and survey were prepared in accordance with the standards of r'•��o;--4EQ7gTCR;����`•••• ---- --- y p PLAN a Class,A• 2 survey as defined in the"Re commeztded Standards ..rs°�oNa�E'';.+•• PLOT — for Surveys and Maps in the State of. Connecticut" as prepared WA�-i- and ado d b the Connecf1cai;Association of Land Surveyors, +''cON d�5 C NZ Inc.,o eptember 13 19$4: • �' _o ' ••r•`p�,I G� R 6k/s `ten - LAWRENGE yZ. l-r IssLt~t ,,.1�. L.S.# I 7-7 / - No certification is expressed ax implied unless this map bears * Nn, 12327 �•��* /9 - Y `J " - ; the original signature and'embassed seal of the above named 'k4 land surveyor. '•. uR l.•►' _ 6GJ 149 p.. _10 ..,z-r<:. ••, L., ,,,...-. :.-.,,,,., n,......,,........,s., ......M_.:.,......r>_s.n ....,.. .rt<.-x,,...-.,.a ,..,.r..r,.,,......,,._.., -.-.. ,..a. .a•,•,..--.- -,.,----... - ,__... .. __ _ ... .... ,.t . . . . . ..... .... _ .,.,... . .._...._....- ,.. _r...-..._...- ._.r.._ ....4- ...»...... ,. .. . .._.__., _ _ . . . _. . NORTHING EASTING FRA�GE�j - • Mon 1 172,372:66268 200,343.05214 DA�1�� S• c - ` � m Man 2 272,627.78877 199,948.42998 �u ! Mon 3 172,797.62993 199,838.13189 I' `o Sr r Mon 4 ,172,865.20501 199,827.56938 0 CR 0 Mon 5 173,024.81590 199,808.88565 - Mon 6 173,611.38092 199,763.03926 A= 9.1`47'Z7" fi 9 Mon 7 - 1'73,665.-27636 199,813.36794 R= 50.00'�—f MOtN d Mon 8 173,662.58994 200,291'.77443 -'` 9 173,373.88590' 200,260.44255 ��. I.P. 10 173,373.04033 , 200,410.44Q16� U tC L_ � 4t.t D r - a �_ _ 11 172,914.80917 200,355"76234 C, 0� �..�••--"f� Ao a, 0 Iy p B.S. 12 172,872.28287 200,570.96746 e J DC'6 � �• ''— _ �c,0•�A 8p Al 5 n ' FP CP �y Ne S3 Mom ELT �Q - ✓P' q �b 1L E Y M a.47 2De -- -0 V` p MO ha 'r tct / � 2 9 ,,j PUI`lL�:, VJ Q ----�� - 2 9 0. 4•O' 1D E.E D (u E-L P) I.P. CD0 I i ' 3(5 w MOW 9 g 01--©E, WdPPI Nc, / 10' STRIP TO BE CONVEYED' ------` ' TO OLDE WAPPING REALTY,INC. ' �' LEGEND MONUMENT TO BE PLACED S T UZ BY DEVELOPER Q • r ` .I her eb I•P, y declare that this map is substantially correct. This map L►lp and survey were prepared in accordance with the standards of 10 a Class A Z survey as defined in the "Recommended Standards 5 P t�1/1= fZ�.�/K A 5 for Surveys and Maps in the State of Connecticut" as prepared ,0I O• ` oN&.,, and ado d by the Connecticut Association of Land Surveyors, M41�1 O G 1 LET I�,Gj I N ���.�o,,,-.�-—Foy^ Inc.,o ptember 13, 1984. M 4 P Sz E. E f� E.N C�E.5 = - �, f� �� R. GF�ss�C) _ .�.5 1. PZ©PE,(C-T`/ caG LLOYD R.i• NEVEi-i©i� , �E.M 1tJCo STP_I:,E,T ` �`, LAWR NGt L.S. Z - �y o \ o u T H w!N v 5 o e t✓T. `' s c�r,�� I" a 0' , I s�, [5� y <� o f14 No certification is expressed or implied unless this map bears 3/ ' w.N. eau��t 4�r� . �'CqY CeNS0- ,ice► the original signature and embossed seal of the above named I j? - '_ LV ° s u RV E�.+► /Zf' land surveyor. �. " PeOPE1�T`/ MLI.PPEP GQf� tZlL1-•I.O.�D ✓E.LI._.�I �.i..-L1t�lCaTUI.,E1,52 - {�4dp, 50lJTN wlNt75�lZ � C_T. `JC_L1L)✓ 1"= ',t0-Z9-��, v s by GL1`j`7 y �t.1E,1�L, lt�G.• ' ��C REVIEWED BY DATE L�ZQ qp w c©t.sr.►E�rl�uT ��-o-r>;. t�tC�t-1Wd�/ DI;P[� QTM�NT tEtc�Nr PLOTTING 5t�L t -ram-ate .� FUSS&OONEILL Mo.P "TowtJ or SouTN wttilr�Soe , E,�s•T BOUNDARY .1MMT �o-ag.-�g8 _ ►-1�c'T t ca�ta- woPs�trvc� r�c�nUN �.tU►.tiP��� r3Z ot ,SsT DRAFTING sue!✓ , O _ consulting engineers _ i - tom-ate MANCMESTER , CONNECTICUT l_E t" = 40' CERTIFICATION 1�[� it 9 as o� . . A- co PP-0PE,ZT\-/ MdPPEP 1<ov_ ELF � REVISION DATE JOHW .G. SAMSEL , RICHARD L. MAHOIVEY MEL.VYIQ B. MARKS 7-OL,.p, G L A V—V- ST iz EET, p F,K4 t Nj G SY 1`E E--F ! tiOR. DATUM M.D.C. ? VER. DATUM SouT#4 Witu©Soil Gou>v. S.S.I JOSEPHM6-8 Taco SCALE: VOR. i IN.= 4-0 FT. DATE FLD. BK. PROJECT FT. Au�.3o,tgee5 4F=�8 87-5q(0 SHEET NO. 2 OF , 10 ookj D R A I N A G E S T'R U C T U R E S STRUCTURE TF INV \ ` / DETEI �T►a 110 CL CB 85,21 13A FES 73.46'Y 1 ' I - S 14 LY 77.50 74.06 / / fAFslt^I TO 04 1 2 CL CB 84.64 80.09 15 C C8 7.50 74.06 `- fff �-� ` //� � •/ / i MOflIFI�t� TQ� � - 3 C. ce s3.6s eo.o9 7_-_ ' 62 15A FES - 72.54 4 CL CB . 81.58 77.74 I / / r \I'�51✓T VOLl1E 16 CL CB 85.80 82.36 5 CL CB 81.00 77.26 0NNf_e-Tolz 6 C CB 79.50 75.79 17 CL CB 82.50 79.06 G 17A FES ----- 78.9898 7 c CB 79.50 I 75. E & N OH TO tm y 75.55 06 S 18 CL CB 80.00 76.5676. r W 7A END WALL _____ 7k.79 18A FES 76.48 19 END WALL ----- 72.24 8 c CS 81.80 78.30 TOW". 5140PF`111�44 20 END WALL -____ 72.00 " 9 9 CL CB 80.00 76.91 / r 1 „_,,,•-„ \ /r•r,_,. r r ✓/ i` �! Gl~N�7"ER. ` I •10 _. C CB .81.00 _ 75.83 ALL PIPING TO BE 15" RCP-STAPES AS SHOWN LI 79.50 76.00 ""- �. � \ .,_.,.._.. .., ._..^• ••-� � ALL ROOF LEADERS TO BE 12' PVC @ 0.5$ MIN. �0✓'�� 12- CL CB fa.00 74.54 �1 \ t (� 1 `� 12A FES 7 ALL UKDI°R �1�1�IN TA Dfc G`' rem rlre .,r-� , . 6"YeFC �18CF4AFC�iif~*: 5�t.?E t7>rTA1L 13 _ C CB 77.00 73.54 *�IDP154 114, TBM *6 ELEV. 79.56 PK NAIL WEST SIDE 18"ELM _ - --. -- - ------ --- s� -� ON EAST E @D COR. PROP. 0V ,\ ` \ 04 f 1 / 0-' 1 rj oor -all 7CD 1 elk BUt! �/ / R.L\ II , �1oro HY 01,40 �� AD f 1 J 104 _6 SAW' INV. 73.61 ; , $1.¢/ / // J Existing Pond / / TAN.M.N. ♦O // T.F.= 8O.'S o INV.-73.51 Q (00 S It HYD. Ilk) 24(0 1% / 48`r'3n 0.5°/ � / / r "" / / / / / \\ \ ♦ rl SAN. M.H. 13 +.., 3 / / / / "- -� _ / / , \ f TF.=79.66 #g i / / .�� i80r 5 �. / INV, 73.71 > # INV.=72.31 1A r &D.Sr - " iAA EZ -�`�+.. 4•O'� / / r'-� "� r'1 -'i- �• / .W-.. $5 5 BU 1 LDI NG B t ti�A �a t3A 20 %��! / ✓/ Z� r -~"` ' s 5.5+ t F. F. 86•� 8y5 �z \ \ I`-1 t7 / O / _�, /$o / { 8 ® 1°�° a / <. �ti�,w co / x / It 10" O• / \ \ 1141 00, 100, / // 1 / HYO. 4�Cn V.p• ,.r -� - a3a \ / a I!I I l �/' / �/ // / �2 ( �` / 2 �O ��'j5.5 \\ ,r } -.....b.. \° / I 1 J I / / / /( �-�_ ✓✓ O /� SS \ a ...-•-..r+f��� # �y 1(D SJ r j °c° r ' w II ' � l�•,r.I / / / / 4c,x I _ram _- X �1 ° # o\° � S.O. �..++M'"�-.•`.F ` � g�•p / o. Lam' �y / sad / .�.,--.. ry� v_o'---:==' ` 1 BUILDING-�'r i o // /� J / ¢ �.�-r �•Y I /•�{p 3 v 1 _ 41 �� BUI \ ,e7s �� �' v �� / �` / fi y ` �o Sa FF.- 88.4 1 07- - • I / �r_U• P R /\ fD a- IAr / /0 O � � •YyG^ � BUILDIN / - Q . / 24 rtwy,�., F 8.6 .01 / . / i\�h 10, by I OZny �l�\ 65.9 Pl5.9 . pJ 0' / / . - r 5 �.• / 4 / /// J M.H i �� / T.F.=86.8 2 a' A 1 % 1NV.=80.90 / y fys.o -�'� / NOTE: WATER SERVICE QUALITY a AVAIL I BILITY o�0 TAN.M.H. INv, 73.40 \ ` MUST BE VERIFIED WITH M.D.C. ma-m_t PIT _ V.O. .......� � / / / �, INV.=7628 WATER DOMESiIG \� / ~+ / // / C_O_ �`00 PlIca 0.6 -- S NOT RELEASED FOR CONSTRUCTION Soo - -o- _ ------~r- ��2( P R O J. MANAGER: W p o CHIEC L A R �-�-____ �' ! �- REVIEWED DESIGNER: Pj DATE TUSS&OFNEILL a � REVIEWED BY DATE consulting engineers \ �a BOUNDARY MANCHESTER , FIELD EDIT _ CONNECTICUT 0/10 7p 26k,_en SAN. ,. �� - - - --v- 1 GEOMETRY TOPOGRAPHIC MAP / SAN. M H. , *11.05 00+k�,O,j,'' DRAFTING 4 INV. =74.78 r � °i�r �P �4.:6, CLARK CO."NED, S X TAPPING SLEEVE INV•67'90 GATE VALVE �� ;� rT* REVISION DATE : JOHN SAMSEL, DEVELOPER 644-1157 ExISTING 15 0 TII" PEPS TO BE �.------ ---� ! NOTE• SEE PLOT PLAN (SHEET 3) FOR BOUNDARY MODIFIED WIT I I" ORIFICE PLATE �' - No.fi299 r'� ,� o -!9�& ® ® ELLINGTON ROAD CLARK .STREET DEMING STREET TBM #I ELEV. 77.58 � ' u � � �F?N Olf64 ��. X - CUT IN SOUTH BOLT. `1 ` soy =�Q�sT��; •• ® © SOUTH WINDSOR CONN. •. to ,...ter. � �� � L_-- LAYOUT & PAVEMENT WIDTH INFORMATION .;,,:.,�••'' SCALE: DATE FLD. BK . PROJECT _ YD. NORTH SIDE ELL. RD. y I IN = •40FT 57-54�A SHEET' NO. 4 OF (O 114 f usFs�,ljjRrltT x co Phase 2 - Rewlated Activities _ No7� _ Phase i andraguliatedconstruction uctionfor are: excavation of proposed pond: =E� ta EE'�" ' fit: 30 Wetland Soils : filling and construction far access roads and parking; construction / ' .. y \ / of road'crassing andpiping, g, disc in2rge of at stormwater ropo c GOMSTIKUCsI and, casins-ead piping: ortion fbu stormbuilding with to proposed pond; FOt'C ` / and, Cred area Of e.portion of building within the a0-toot g SEG�U>✓t-iGE /qt"'l� 1) /JJ regulatod area but not within the uotlande boundary. The crossing of the ¢rive at thewatercourse ban-boo toadnarr of tray the to E�oyION GQ"TFZ,OL 5 Sc Scantic silt 'loam application, with the use of endwallsinstead of ¢lopes down Yo no end sections. The culvert has thus bean shortened from 72' 11 to W. This impact in required duo to the internal circulation 140ra s jr pg,TA11-S• ` necessary between ?own Shopping Center and the cost half of the • \ / \ \j alto over to Clark Street. An additlonal cork cui into Ellington / ~ sandy I o a m Woad is not [eas341n according to the stain Traffic r mmissionentrance duo \ ` \ / / / ./--• k S z Swanton ve r fine e drive the ptoxi mitt' of es approved*so Shopping Center entrance l Ydrlvowlthl. All activities y¢ during Phase t are expected to tsf eamploted Pfta X", - - 1 Phasen11 . Regulated Activities M a'W' Made land, high groundwater _ _ - --- Phase li wetlands regulated activities are: filling and construction for f � � + �-^ parking within the 44-loot regulated area: discharge of storewator �' to ails -ds edge from parking area with the use of a wiofil thin th ter (See /r.-,\ ` / •� ' 1 /// �. Details - Sheet 7 of 10);Phase isconstruction pe a building within the / \ ' / / 1 1 ' ( -r•� -ram 40-foot regulated area. Phase II.ts expected to be complete within the six months of the completion of Pheao I. i�`�t, •.y": Phase t u,..?V�_•ANn V Anguieted Activities land Soils Non �VVet .r• Phase tFl through V regulated activitlao ere: filling and / I � \ / r �� .� — / ,`y' 111 �• cunstruetlra�rr for parking within a wetlands nrcnt hfaffitnr �T , 1 "ti+.�_ • dt ScuIldi of within to wetlands: nod, eanetTuct tan of portions bul idle ¢ within "made land" wetlands and the 40-foot regulatod / \� is area, each phase is expected to he complete within six months of ,� -- -�� \ ► fine sandy. loam • Eo Elmwood very ~----.� tiro romfetatlnn of the prier phase. _ : loam F�AGG�� Bx Buxton -silt w�T��N� �-- -- -- - \ Ma Made land __ __ i 1___1 At ga \ -------- mom goo �� ✓ \ rj AftjLrrdoom All filter TyPical Bio Z_ p, � -r- _'�� .— .�.,— �. r � �'� ��� l ~• • - ` ti� �a ariw •�. r��.� STOGJCPJL %1I moo Existing Pond Fort . % GREp.TtoM.► ° �✓ Sc ..�✓"� �'''�Q'�qT sipater / al $o S�Itaton Basra _ Xis --�.:.-N 1-lNE /�ti ti / • / �---�� Haybales�'1`Yp�cal - \ 1 NCO -. '-_. _— / / /,i•.'" / --, ---'` � -'` �" -` _ /�� sa` � / > am names use%*. ¢ / p 0000 t r- /' Willi 100, 00 �� ,.. . /// ///'1IIIIIIIIIiI1111t ...+ / 1/ Imrr was��a earn sate aa�..s� � _r• . /•� _Ma -� � / ,t.2.,,• ,. `""'*i••tier�r — ��e ars•r� a •�+r"sraa _ � 7 Air / r / a 1 l / rt �rr+...'��wr wow -_ww �'."'._. ^•` / ,Y\.~ a, / do, / / ` _�+..r, ^��II�I! �1�•f.�� / / ✓ \ 001 / NNI � ' � �' ii'-�'/. / y ' .BCD \� �"' . _ ` --' � ^�' . 1000, z fit��.001 // Iwo r• L � /:a` / ` 1-1 � I I c ;'~ z /' \ -- �•.�... _ � , QUA AREA TABULATION 40 /'/ �''/ : ,/ / J t.S5 fs <t-7.C.pfo) W � i / '/ / / / / / • s ,1 / I �v I / �SU13TF�ACT TKE 2,t0 n.CtRE5 01F FLLL, A NEt7 1�Q0 . 654cP,ES /$1D 43 8 QHp►� \ \ `�'Q / / Cat= NEW WETLNKD Z4�T WILL t3E C-RE N-rED a\? PRoPOSES'7 / 0 t� S U MtttC�A'CtQK MEASuE / l' /yr,0y�/E7LAl�it�✓ VPLANt752 7"OTAt_ .00 .< I ,/ n� / / �f �' / -�`-..,-.. ' t !f ��b SITE AFSEA S.S AG. fo.�FG3 AG• !�.2 9 �.G. % / / • / y .41 .. I. I , ' � PM / 1MPE.Ixvlatl5 .25 AG. 3.t4 AG. "`}".39 �G, GovERP,C�E 14 A I ._�! ♦ ,„ / °e►+' ""'�' • � mane 4mm aam= 40". ,� ♦ \ `s // / /� , W YLfaNP� YaKMER- PI�F..S�t�T ♦ l / I 9 �� �JO �.. . IY� // / �v.; ♦ / MalMP�j hPP4IGATION APPLICATION T1tFFi✓t1.1 /.• ti I // J �qr , L / ` a > (.2�p.G. D.35 AL.&11�e� �ti / / / � .: / - ��� / S•To PiL� � , �pll.t � / \ �� .IMPaKVlays I.m Ac 14/a/ . / � / _._- � / t e � •` ,_, c IL .I �. �--'- C> , � �,,��.t� Z•8�F A {32•/.� Z•!o,o.G. 621/) 0.9k ,�.G. (S'/�� ! � .....• / \ WA �Z TEKPi�Y 0.2ZAc. .S`/.� 0.5SG A . � � � Sc .omo / , / �` �� 2 G "_ r �____„�. �-----�,_,._��� ���'�! 4"t"HER gREA of [5c5'CtSRF31•+.NCE •taA�.C2.0°f°) TiQ11GK- -�� �1 2o -------- a- I/ CAREa nt5-TURF3�4 sleT RGS"TeaREn) p,Ptz4� _ _� ✓ J p E ' �Z�` \ s ui��t�ce -5.C�3 AC_(4t%) NOTE: SORMER tKPERVIOUS AREA RE_ftVefl FRpM WETLA14P's 40' REGrULATE7 BUFFER ZaMS : 0,71 AC . PROJ. MANAGER: WPO CHIEF DESIGNER: PEAK FUSS&O'NEILL / / C L A R ` - REVIEWED B Y DATE - —_ _ consulting engineers t BOUNDARY MANCHESTER , F � CONNECTICU FIELD EDIT lob has NOTES : � GEOMETRY EROSION .& SEDIMENT CONTROL PLAN o _--- - � DRAFTING ¢ ¢�� 7 _-- - ---- -`__-- NO 100 YeAK FLOO1 fLA1N aXtST5 DN SITE , AS P�I� �'ou�`,'fcf,. — c�a �� SRAM AP O9oo3ly DooS CLARK CORNER S / N.A.•T10NAL FLDvv tNSof�D�N p fzv M "F111, JOHN SAMSEL, DEVELOPER 644--1157 REVISION DATE : 1 �� o _�g_oq ® 77 ELLINGTON ROAD, CLARK STREET, DEMING STREET 4 r- "'~� �JDIE� INV�STIGATiOhI evY Soil, 54'e � L �Nv. - e vlce:5 ING•t Nu,6299 , SOUTH WINDSOR CONN. 1 __--- 1 K�1aNt'c.TH C. zT>:V�NS J[Z. G1=RTI1rfi�D SO1L Sf.IEPITIST• S 5�+>= .T eo OF 10 POr, �•o4cR qf����.•' ® L �l l y1Tf INSP�GTIoN T�,c+TE ��vfS9 PAY TNaMAS W. P1ETF�AS yL.A�NTINGS WITHIN PRoP05fF- ' ��'•.4.... " .+•�' SCALE: DATE [�F.LD_ BK. PROJECT i �« s coA SHEET' NO. 5 OF IO WETLANDS c jz_s TION Af'>�.A } IN. _ �O FT. ` 89 f 98 Sy- �I y . i jOSFPH MEARItT&CC I � �00, / \ 1 FT.-7:� 61 rj �1 vv �A a C < E ' L CIES s M ��/ r G 8 F Existing Pond --= - r 8 N n _ - :N- ' : . , . . N P O GG p ;err.:,-f. 'fl:r. � l:Pr''. ;. • . FF 1T v PP CaC, ffT z /IA AA S S Y_ �.P•.,. 9 1 5 PLANT LIST- z v a. CODE BOTANICAL NAME COMMON NAME SIZE a W 2 iy K � 4 TREES f1t[ ! 1 A ACER RUBRUM RED MAPLE 3-3',z" CAL. yuJ fS log ACER SACCHARUM SUGAR MAPLE 4-6" CAL. I- I f 8 C AMELANCHYER CANADENSIS SHADBLOW 8-10' HT. 1- 1 1 1 4 D BETULA PAPYRIFERA, PAPER BIRCH 8•-10' HT. f i T r ' S...E CRATAEGUS O. SUPEPBA CRIMSON CLOUD HAWTHORN 2-2�z" CAL. ZZ F FRAXINUS P. MARSHALL'S SEEDLESS ASH 3-3Yi" CAL. lylo �� T 7 G LIQUIDAMBAR STYRA91FLUA SWEETGUM 3-314z" CAL. `G O -5 H MALUS SARGENTI SARGENT CRAB 6-7' HT. 4 is PICEA P. GLAUCA SLUE SPRUCE 5-•6' HT. 7 J PYRUS C. BRADFORD BRADFORD PEAR 2-2Yz" CAL. • f 15 K TRUJA 0. NIGRA DARK AMER. ARBORVITAE 4-5 HT. �� QQ • (,t /0 L ZELKOVA VILLAGE GREEN ZELKOVA CLONE 3-3W CAL. �� Q 0• SHRUBS -} F O M AZALEA VISCOSA SWAMP AZALEA 2-3' HT. -/ 40 N CORNUS AMOMUM SILKY DOGWOOD 2-3' HT. j H 5 Ga P EUONYMUS A. COMPACTA BURNING BUSH 24-30" SPD. N 3o Q JUNIPERUS BAR HARBOR BAR HARBOR JUNIPER 15-18" SPD. - 1'I• \ -R, _• . r-•--^"� R RHODODENDRON PIONEER PIONEER RHODODENDRON 18-24" SPD. 25 S SYRINGA VULGARIS LILAC 3-4' HT. f QQ 50 T TAXUS C. DENSIFORMIS SPRtADING YEW 24^30" SPD. T---- -"'` rJ� Q.. •Qi :50 V VIBURNUM TRILOSUM AMERICAN CRANBERRYBUSH 2-3' HT. RENILS /30 AA A,JAGA BRONZE BEAUTY BRONZE BUGLEWEED QT. POTS ZOO BB COREOPSIS V. MOONBEAM THREADLEAF TICKSEED GAL.' POTS P T� ZOO CC HEMERQCALLIS HYPERION YELLOW DAYLILY GAL. POTS • 5 S 300 DD STACHYS SILVER CARPET STERILE LAMB'S EARS QT. POTS POND BANK PLANTS 300 E£ ACORUS CALAMUS SWEETFLAG ROOTS G . S IOo FF IRIS PSEUDOCORUS YELLOW FLAG ROOTS G, -- - yoo GG IRIS VERSICOLOR BLUE FLAG ROOTS — 300 HH POLYGONUM PENSYLVANICUM SMARTWEED ROOTS R — 30oWATER PLANYSLUViATILYS RIVER RUSH ROOTS ZOO KK CASTALIA TUBEROSA WHITE WATERLILY TUBERS • �--— � /Oa LL PONTEDERIA CORDATA PICKEREL PLANT ROOTS -- O- \ /Oo MM SAGITARIA LATIFOLIA ARROWHEAD ROOTS ___ /oO NN SPARGANIUM EURYCARPUM BURREED ROOTS ----- 2000 PP TYPHA LATIFOLIA CATTAIL ROOTS NOT RELEASED FOR CONSTRUCTION P R O J. MANAGER. W D D `' . . •• • ' '. • ' - ' '. .-o- • ' - ' LARK CHIEF DESIGNER:- - r'jAS•< r FUSS&O'FNEILL C J REVIEWED BY DATE - --_ n --- _.lcJ, engin_..-_.__ - - consulting engineers -o- BOUNDARY - i--- _ ._ MANCHESTER , CONNECTICUT FIELD EDIT T _�--- GEOMETRY PLANTING PLAN l� __ ----- _ - -_ -- - -- _DRAFTING Gc�S �t3 -S9 CLARK CORNERS REVISION DATE , JOHN SAMSEL, DEVELOPER 644---1157 As ELLINGTON ROAD, CLARK STREET, DEMING STREET ---r% SOUTH WINDSOR, CONN. .SCALE : DATE FLD. BK . PROJECT I IN . = -40FT. �- t� - S� 9s 87_ s��A! SHEET NO. (c OF I© JOSEPH MERRITT&CO. - i i i SWALE BALED HAY OR STRAW BALED HAY OR STRAW 3 _ TOTAL LENGTH 50.'- 0 - ' I �ll `trT11u � o� la\ BALED HAY OR STRAW ��J� � ��1•Iti��� lilt .. BALES TO BUTT TOGETHER 6n 3"TO 4 Cr Cr FLOW ; �— - _ .� FLOW w - > o cam= r� lfl et ==� 'y �, w o e c FLOw , t f ' T, ;{ t lu 2 4 LONG STAKES OR REBARS LRAILROAD TIES EACH BALE 3 �,► �� s ( 1 o',tiII�I M! pel BALES TO BUTT pl'TIONAL ,r r, l ;1� � �I ,1( � t� ,� TOGETHER 6 OF 2 CRUSHED STONE � I ! e ,f�1 �,+ ,{+ J�, ,�1' BALES TO BUTT TOGETHER SECTION PLAN PLAN P L A N NOTE : ALL CATCH BASINS IN SAGS SHALL BE SURROUNDED BY HAY BALES AND FILTER FABRIC TO BE PLACED OVER GRATE NOTES- UNTIL PAVEMENT OR GRASS IS ESTABLISHED. MAINTAIN -ANTI- TRACKING PAVEMENT IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. . EXIST GROUND 11 SITE ENTRANCE ROADWAY SHALL BE SWEPT DAILY TO 6 2-3'LONG STAKES OR REBARS FILTER FABRIC 2-SLONG STAKES OR REBARS DRIVE REMOVE ANY MAT-ERIALTHATMAY BE TRACKED [7EACH BALE PE , ,f OVER GRATE EACH BALE ONTO PAVEMENT. , ht �ti + / EXIST. GROUND OR COMPACTED MENr l� l 'r . Ill, t+\t PAVEM ENT(DO NOT BACKFILL gPN� !� of 'r 1 �/ 1 +�'`� i STAKE IN PAVEMENT) /% 1 EM / 01 EXIST, GROUND 1 24 4" CATCH BASIN N SECTION SECTION SECTION EDGE OF PAVEMENT AT TOE OF SLOPE AT SWALE AT LOW AREA NOTE HAY B ALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUIREDOR AS DIRECTED BY THE ENGINEER, LOCATION PLAN HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH GROUND. HAYBA �. E EROSION CHECK - ANTI �- TRACKIN*G APRON --- 8' MAX. 8' MAX. SELF--SUPPORTING SILT FENCE FABRIC — OR — 2 1 TOTACH FILTER S RE FENCE W FABRIC 4"x4" WIRE FENCE STAPLES OR HOG f RINGS s--- - WOOD OR METAL POST FLOW .. I I SELF-SUPPORTING SILT _ ' I 11+ FENCE FABRIC -- OR— FILTER 1 FABRIC ATTACHED �v ;• .'� u .; �� ' .,, 4 A A " � � - - TO 4'x4' WIRE FENCE :1 . t' I I SLOPE �— ;, •• 2' MEN. COVER !00° d 'I' '/ S I O F I LT E R _7T=�T T�l�" I I —/ll+wll� �7fi 7T { 77r- 71�1A / 5 f OIL TRAP •r BURY FABRIC 6" N HOOD 8' - 15" RCP Cal 1% SLOPE FES J -. k Li U BELOW GROUND ,e f 2' MIN. SUMP RIPRAP (a) OUT FALL P L A N NOTES SECTION ' e 12"MODIFIED RIPRAP EROSION t SEDIMENT CONTROL NOTES "GRAVEL - �rj>\ 1. All erosion and rEJtment control measures will ba constructed in y 1JCC rdance with the standards and spocifteatlons of the "Guidal Snea _ f`or Soil Eronlon and Sediment Control" by the Connecticut Council on , I :a11 and hater Conoorvation. OUTLET SECTION / B I 0 F I LT E R --� 1 1 2' , 3' , 6 , 2. Erasion and sediment Control maasur06 will be installed prior to SEQUENCE ­RIPRAP DITCH construction. See construct on schedule. °°'PA}} SILT FENCE ^'ll_�„ Pr PE i 3. I.and disturbance will be kept to a minimum; rastabilizatlon will be p scheduled within 30 days or as directed. Sao phasing breakdown shown on plan. C. 4. Seeding mixture for finished grassed areas will be as follows: _ C. B. t Kentucky Bluagrass 601i, Chqwings Feacua 201, Perennial Ryagrass 20t1• L_:_Uri_S_7_u_U_CT ION_�;.illibdl.E O Soad to be applied at a rate of 5 lbs./1000 sq. ft. Planting reasons Shall be April 1 to June 1 end August 15 to October S5. I. Const,ucttun will commence on ur about Fall 1489 and be =Q _ completed on or about Spring 1992. Sea phaving breakdown o n S. Areas to be left bare before finlehed grading and reading Is aeh£aved ' shaven rn, plan, r� \ — Shall receive a temporary seeding of Perennial Ryagrass applied at a rato-of 2 lbs.11000 sq. ft. Planting seasons shell be March 1 to June • 2. Install anti-tracking apron at note entrnn,• or nv directed. I 15 and August i to November 1, -, 3. Place baybalos and/or silt fencing as Shown on plan or where 6. Areas to be loft bare more then 30 days or loft bare before finished directed by Town. (Maintain or replace as needed throughout grading end needing outside of planting seasons will receive a 2" construction period.I Prepare Stock 1311E areas as shown per /� /t FILTER FABRIC layer of hay or wood chip mulch. _ phase and surround with silt fence. WING WALL 7, Reybale and/or fabric filters will be Installed along the tee of all 4. 'Building construction may begin at this time but not before Cut and fill Slopes greater than 4 to 1. ' erosion control devices 2 f 3 have been installed. p RIPRAP r�� _ B. Temporary diversions or rlltation basins shall be used if deemed S. Construct siltation basin at ditch crossing before 18' INTERMEDIATE r.I P RA P necessary at the time of Construction. • installing culvert and endwalls. •" 9, where devatoring In necessary there shall not boa discharge directly 6. Begin excavation of now pond, ,Stockpile organic materiel into wetlands crew atarcourses. Proper methods and devices shall be stripped from wetlands for rosproading on the proposed utilized to the xtent-permitted by law, such as pumping water into a wetlands creation area. Install roots of proposed planting temporary sedimentation bowl, providing surge protection at the Inlet - N O T RELEASED F O R CONSTRUCTION to become established over the winter before paving occurs and the.outlot of pumps, or floating tha intake of the pump, or other and resulting stormwtaer is discharged to the area. method to minimize and retain the suspended solids. If a pumping • 7. Begin Installation of utilities. Place ha bales around operation is causing turbidity problems, said operation shall cease 9 Y until such tips es feasible means of controlling turbidity are [7 basins as they are constructed. Temporary seed and mulch determined and implemented. P R O J. MANAGER: w©p all slopes exceeding 4;1 if permanant stabilization is not completed at this tima: All other areas not tamporarily SECTION 10. Catch basins will ba protected with haybale filters throughout the CHIEF DESIGNER: stablized shall be protected with haybales and/or silt construction period and until all disturbed areas are thoroughly FUSS&OFNEILL " fence. , - - stabilized. Clean sumps upon completion of project. .Olofilters Shall be monitored to insure them functioning as Intended. REVIEWED B Y DATE ' consulting engineers B. Proparo subgrado for paving and prepare all disturbed areas for placing topsoil and landscaping. 11. All control measures will be maintained or replaced during the B O U N D A R Y - construction parlod, as necessary or required. 9. Place finish pavement, and topsoil, - M A N C H E S T E R , C O N N E C TIC U T 5' I R'p RAP► ENERGY D I S S I PATER / 22. Additional control mortared will be installed during the construction FIELD EDIT 'pn 30. Seed and mulch grassed areas. Install landscaping. period if required, or ordered by the Town. 11. Removes all temporary erosion control s been only after all 13. manner removed from controlewith hstructuresintent will be disposed of in a GEOMETRY EROSION CONTROL DETAILS LIMA areas have been pose and/or raps has been well 't QF"tnnNfC��/ DRAFTING _t• q p g manner which is consistent with the intent of the plan. •1tt q established. Dispose of in an appropriate manner. I LTAT I O N B A S I N t,t -•• . , 12. Inatltute maintenance program to assure complete 14. Contractor will be assigned the responsibility for implementing this +*+��s'l „'Ir• T�- CLARK - stabtlizat£on of entire site, especially all slopes erosion and nedimant control plan. p•Tfhis responsibility includes the - \\'�P•t Q+M �• ��A CG� CORNERS . exceeding 4.1 and all drainage ways. Fo isolated points of - installation end maintenance of Control measures; sweeping and h•f r 't".. erosion that ate not able to be stabilized by the above cleaning of existing reeds p g • "`ng g prior to appreciable deposits of • '(� mothoJa, Install sad. construction debris; informing all parties engaged on the construction ; �'� r JOHN SAMSEL DEVELOPER. •j Site of the requlromants and objectives of the plan; and notifying the •�I • L*;7F f REVISION D A'1 E _ f 6 4 4—11 5 7 ro r Town agency of any transfer of this responsibility. The Owner r Shell I rovpons£bla for conveying a Copy of the Erosion and Sediment A__ No. \�; o ® & ELLINGTON ROAD, CLARK STREET DEMING STREET R I P R A P LEVEL SPREADER Central Plpn if hS title to the land is transferred. Y• m Q �fi PLANTED WITH CATTAILS - � - •"s:°"c9`Q=.:%%%'%```�••'`+ ! f © ® SOUTH WINDSOR CONN. SCALE: NONE DATE FLD. BK.. PROJECT 87_ 5._t ,, SHEEN" NO. 7 OFIO - i 102EW WEMtllll F CO` ' w - u :: RB J IN .., . . ... - NOTES• FIRE HYDRANT TOP OF FRAME APPLIES r - I. MECHANICAL JOINTS RESTRAINED BY - L ---- DUCTILE IRON RETAINER GLANDS. 2" 7%2" 1'--6%a" 1`-6%s^ 7�2" ^ , ^ " " ^ ^ ^ 2. HYDRANT & VALVE OPEN LEFT. 8'-6"-ON-CENTER NOTES-ALL TIMBER TO BE TREATED WITH 11 10T/ls OPA6 11 2- #4xa -0 LONG (TYP.) 2 2 WOOD PRESERVATIVE PLAN MIN. 1 -6 MAX. 2'-0" 3% 35/a" 21-'Is" 2'3/Is" FINISHED GRADE t I.I DOWELS . 4 'EAGN 5tDE I x 5.x$"RAIL I„BEVEL . .. •. /=, _// /i r/i BAY END RAIL 6a SLIDE TYPE VALVE B PRECAST CONCRETE UNIT �.- YP BOX MECHANICAL JOINT 1 I N ' 12" 2'-83/a" 1 �'— �8„ 8^ ANCHOR TEE RESTRAINING 11 3 f I i. 1 RODS 1 12 I 1 j ----Io xto Ys:Lowe POST s 5 CK MIN. 3/4"CRUSHED STONE IL 7/ /a ¢ TO N > 1 z ELEVATION I 2'�s" 12t3�g^ CONCRETE � f,4•.:4 � - THRUST BLOCK '�"`• - t RECAST CONCRETE 6 ; o • /� - MASONRY UNITS od�o• - �. I! : a O - I NO �° , TIMBER GUIDE -RAI.L I •• '' � .6 - off,' �: t'�pQO'�. j ///.%// _._........ '� c -° ��o•p' n•�'� Ail E J OURED CONCRETEiO 6" RESILIENT WEDGE EXIS7INC GROUND PRIOR PRECAST. SUMP MECHANICAL JOINT .'TO START OF CONSTRUCTION GATE VALVE " 6 CLDIP 3'_0" g" 4•_0./ 8" 13" 31-0" 81/ FIRE HYDRANT TRENCH EXCAVATION MINIMUM COVER AND FILL MATERIAL TO nNISHED 5'-4" —4 4. LO.•+ 2'-0' GRADE 4-6' (3'-0-iGM6tU1� (WATER MAIN) smom FRONT ELEVATION r SIDE ELEVATION D�TN-Pt oN"PLAt�15 APPR04ED t1ATERW. TYPE „C- G" CATCH B AS1 N B UK ( LAWN DRAIN ) 6" BIT CONC. CURBING 12" PAY UWT FOR ROCK IN PAX LIMIT FOR TRENCH EXCAVATION- -- PIPE BEDDING f -1/2' MINIMUM G' IN EARTH : AS DIRECTED BY ENGINEER 10 MAXIMUM 12' IN ROCK :( MINIMUM s' • I ; MAX<MtJM 12" FOR CROSS SLOPE SEE PLAN HEAVY DUTY FRAME PIPE I=NSTALLATfON IN TRENCH AND COVER 6"LOAM,SEED 8 FERTILIZER 4 TO BE PLACED ON ALL 8" 8" I 9 DISTURBED AND REGRADED BRICK-ADJUST FRAME TO AREAS EXCEPT FOR FINAL GRADE WITH MAX. LANDSCAPED AND PAVED 4 COURSES AREAS 1-1/2" BIT- CONC. SURFACE COURSE 1-1/2" BIT CONC. BASE COURSE ! ____4 CRUSHED STONE BASE w 2'-0`DIA. - 51t ROLLED GRAVEL SUBBASE z _0 O �� � � �'�.�'� �� �� � 6"TOPSOILa SEED . e - ALUMINUM \ \ � � � � � � \ ♦ \\ Ir STEPS PAVEMENT SECTION FELT PAPER 1,_ .4 z 1 1 -0 7 BACKFILL WITH SUBBASE MATERIAL o FILTER FABRIC > , _..._ —— _. — — — — "O" RING RUBBER. GASKET OR MORTAR JOINT a PERFORATIONS TO m BE PCACED UP p e" N >_ ° HOLES N 0 BE 1/4" - a � _ I- OR 3/9 D1A. > o ` w a I"R 611 STIFF BRISTLE GROOM FINISH UNDERDRAIN _. ----1/2"STONE N PAVEMENT •..<: .`: .. . SUBBASE » .• pit. .v. '� • ''• 0 + 1/-611 Lu PROCESSED GRAVEL ON APPROVED U DEPTH OF INVERT K' SUBBASE TRENCH WIDTH as 0.8 x DIA. sl/. v<=. CJ1�iC. WITH BRICK LINED %2"CORK ASPHALT EXPANSION JOINT EVERY 20' STANDARD UNDERDRAIN INVERT FULL CUT CONTRACTION JOII�iT EVERY 15` -� I"DEEP TOOLED JOINT EVERY 5' NOTE: UNDERDRAIN WILL BE STANDARD D.O.T. PIPE OR AS APPROVED c CLASS"C"COM1IC' BY TOWN ENGINEER. INSTALLATION-WILL BE AS SHOWN ON DUMMY JOINTS VON CENTER is" PLANS OR AS DIRECTED BY TOWN ENGINEER. _ — - - 4' DIA. �" CONCRETE CURB & WALK itliRRtCAP PARKING 1204 BLUE BACKGROUND WITH WHITE SYMBOL rrt PlAirtr N 4'"10" DI A. E/ LETTERING VIOLATOR VIOLATORS IRED NO rt"BE PARKING rAela _ FI RE WHITE BACKGROUND W LANE . WITH RED LETTERING NOT RELEASED FOR CONSTRUCTION LNAYSRORwu- - YExtO6isfiur - - PROD. MANAGER: W!7D �t mrin Ar FINISHED GRADE 13D T F S&O'NEILL SECTION A-A 4A MANHOLE BASE CHIEF DESIGNER: = REVIEWED BY DATE ' - O _ consulting engineers ", $ BOUNDARY - v MANCHESTEA , CONNECTICUT BACKFILL go a•e FIELD EDIT GEOMETRY Cfl CRETE BASE h' ,,,,,...,,,,,,, _ UTILITY & PAVEMENT DETAILS " INSTALLED AS SHOWN (12�'SQ.) - , '�.:, '` • 'sff Oq COkp •s. DRAFTING FOR HANDICAP SIGN � ••D fCT s. / M . oz CLARK- 0f)"RNERS PRECAST C O N C R E T E ' MANHOLES FIRE LANE SIGN G � >~ REVISION DATE* JOHN SAMSEL, DEVELOPER. 644-"I157 HANDICAPPED PARKING SIGN M "°•62�s a°� a g-�y -�4 ELLINGTON ROAD, CLAkK STREET, DEMING STREET 9o;_'�AA:<TEX�°��•�;.•'� SOUTH• WINDSOR CONN., BtfONAA.f•�4,�1!' f SCALE: HOR.NO IN'SCALE FT. DATE FLD. BK. PROJECT VER. IN. FT. 5-17-�9 498 87- 546 SHEET NO. S OF 10 .tM1 1 DIM ENSIGNS _ D I A . A B C D E F R - I R-2 1 7 7 �� �10 16 !O" 103/f6 II" 2 13/ 85 " 1'-67/8* 1'-67/ " 546 13/E6' 13/ Ip1 10 3g 03/16 1017�16 13/16" 7/ 1 6 /8 i -6 /8 7V/ 12 4 2 -0 4 -03/ 6 -03/8 2'-0 1 -715/16 101/4 9 2-#4 x 4-0 LONG �� " � ,� �� � �� ' ,� �� �� TOP OF FRAME APPLIES 8 15 6" 2'_3" 3' 10. 6 ,_ 1" 2'_6" 21_05/1�' 1'_01/2" 11 TOP OF FRAME APPLI ES - 18 9" 2` -3" 3{-10" 6'_ 1 " ,31_0" 2'_5" 1 _31/2 " " " " '_ '_ " ' " " '_ 13 " ' _ " 313/16 313/16 24 9 i/2 3 71/2 2 6 6 ! I/2 4' 0 2 -9 3j16 1 4 �6 i 2 35/8 ' + 35/ ' 31�16� ;-•'....:. to ;-j"; 13/16" 35 � 35� 30" 1`-0" 4'-6" I ` - 7�4` 6'- 13/4' 5'-0" 3'- I" I' _61/2' 1 '_ 3" :. . ' '` PRECAST CONC.UNIT -oo .. " " .:�,•.: . . PRECAST CONC.UNIT o :, _. (D-0•T- STANDARD) u u `°' !'.: 'f ' " " ' 3 " 3 " 6`-0" 3`-1113/ 2'-05/ 1 8 :d. . (D.O.T. STANDARD — :°-' :P:: 4...:;.,. 36 I -3 5 -3 2 - 10 /4 8 I /4 16 16 " 3 12 " 0 12 1'-83/8 " 42 I'-5" 5I - 3" 2 ' 11 " 8` -2" 6'-6" 4' `57/9' 2'-31/2 1 ' - 10" 12 2'-8 3/4' VI 12" 2'_13/8" 8" 12 2 8 /4 iv � N w 48 2'_O" 6'_0" 2'_2" 8'_2„ 7'_ 0" 4,W 81/2, 2'- 4I/�, I ' - Ip" w 3 c� 33 > 717I 71 2 75 1 , I NOTES : PRECAST CONC. PRECAST CONC. ;101NT5 SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT MASONRY UNITS _ MASONRY UNITS AS REQUIRED TO CONFORM TO PIPE, o � O Z , — e N �. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. e (U .. •., ° POURED CONC-OR POURED CONC. OR PRECAST SUMP STRUCTURES SHALT. BE PLACED ON EXISTING SUITABLE COMPACTED "`' '' • PRECAST SUMP ' a " MATERIAL OR 12 GRAVEL BASE TO 6 MIN• OUTSIDE BASE, 8 , " ,_ 8" 4`_0. 8„ 3,_0or „ 8„ Y FRONT ELEVATION SI DE ELEVATION FRONT ELEVATION SIDE ELEVATION 1 R .� !1 R=1I/ CH BASIN TYPE " C --L" CATCH BASIN TYPE C CAT .. '' YA f d'_33/4, PLAN SECTION Y -Y- C 4—t EXPANSION JOINT(TYP) RAMP SIDEWALK D I I �'E 4 F AT , J ' 1 CURBING \ ` B 01 E--- - - 15+` R.G.P. f C PLAN � 12 INV. 72.00 �� �\ I" / FT. 36"M IN. I"/ FT. RAMP _ MAX. 40"MAX MAX. - CURB IMAX ti 48 -5 0 CUT —BAC OFWALK 12 — of ORIFICE PLATE GUTTER LINE CURBING '' PLAN ORIFICE PLATE LFACE OF CURB SECTION C-C ELEVATION SECTION X- X END VI EW HANDICAPPED RAMP CONCRETE CULVERT END 8`- 3 3/4" ...... I`-17/8" t`-i7/8 ''n��/1 I'31' 4-#6(FULL, ENGTH) USE FOR 48 AND UP AD _ rw • I I V � _ /I N co CO / _ FIR GRADE -14- ! �. �, NOT RELEASED FOR CONSTRUCTION a � R ;.*; I PROJ. MANAGER: -- W170 B ° � �; CHIEF DESIGNER: �ajL FUSS04%j NEILL REVIEWED BY D A T E O cor Ist liar uI er tc.]Ineers • ' +� " 46(FUL LENGTH) It-7i, _ MANCHESTER , CONNECTICUT LBOUNDARY I� 48 12! USE FOR48� ANDUP FIELD EDIT GEOMETRY DRAINAGE DETAILS DRAFTING SOS 9—{3'l9 °��� C-LARK CORNERS FRONT ELEVATION SIDE ELEVATION � - , '* REv1s1oN DATE JOHN SAMSEL, DEVELOPER- No. 644-1157 CONCRETE STANDARD WING TYPE EN DWALL 6299 ,o' `j-ry—�q _ 5' ELLINGTON ROAD CLARK STREET, DEMING STREET SOUTH WINDSOR, CONN. NOT TO SCALE . +,��'!�•'•irn'`'' SCALE : HOR . IN . FT. DATE FLD. BK . : PROJECT vER • NO IN SCALEFT - /7- 09 498 87- 548 E SHEET NO. 9 OF 10