Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
03-69P_REDEVELOPMENT OF 497 BUCKLAND ROAD_BUCKLAND ROAD
ch U Q N U) L c� C 0 M 00 00 0 L Q) X N O 0 Q N L C Cca C 0 IR C) r OD M 0 C) N M N O W O U 3 0 L Q U C) CO 'V' LO c� O L0 L0 m rn rn 0 YI`Y a.,i tr YUY.. �:l..J3��.,,a.LL!l < �. i. .:. 1. r.,rt�... x'...: .. .. �. - ... :N .wi: .•yy;..yL ,,:1 ..:. h 1 Ufa s..at iw , t1:w; �1�• :•.p;&f7^ 'del. �: `� p j'. CK L-AND U 1-i v I All :1'L7_)')UCKLAND ROAD LEGEND EXISTING CONTOURS 200 PROPOSED CONTOURS + 201.0 PROPOSED SPOT ELEVATION EXISTING TREE LINE PROPOSED CLEARING LIMIT (APPROX.) — — PROPERTY LINE S S PROPOSED SANITARY SEWER LINE T T PROPOSED TELEPHONE LINE W W PROPOSED WATER MAIN G PROPOSED GAS MAIN E E PROPOSED ELECTRICAL SERVICE PROPOSED GUIDE RAIL -o—Q PROPOSED HYDRANT AND GATE VALVE 0 PROPOSED TYPE "C-L" CATCH BASIN LA PROPOSED TYPE "C" CATCH BASIN PROPOSED CURB Q PROPOSED STORM MANHOLE PROPOSED STORM DRAIN i PROPOSED SANITARY MANHOLE b PROPOSED HYDRANT PROPOSED RETAINING WALL A EXISTING DECIDUOUS TREE EXISTING EVERGREEN TREE EXISTING UTILITY POLE EXISTING WATER GATE VALVE EXISTING TELEPHONE MANHOLE T54 EXISTING HYDRANT EXISTING CATCH BASIN EXISTING SANITARY MANHOLE i EXISTING STORM MANHOLE ................................... ;...................................._................................... EXISTING SANITARY SEWER LINE ....................................................................................... EXISTING TELEPHONE LINE - - ".V -- EXISTING WATER MAIN ..................... f;............................................... n........................................... EXISTING GAS MAIN F - _,. EXISTING ELECTRICAL SERVICE EXISTING WETLAND LINE PROPOSED EROSION CONTROL MAT PROPOSED CONCRETE WALK PROPOSED CHAIN LINK FENCE $F PROPOSED SILT FENCE riPROPOSED HAY BALES • SOUTH WINDISOR RESTRICTED COMMERCIAL ZONE • CONNECTICUT FINAL DEVELOPMENT PLAN SEPTEMBER 16, 2003 5 : A; LOCATION MAP SCALE: I" 1,000' NO CERTIFICATION 'S EXPRESSED OR IMPLIED UNLESS THIS PLAN ' BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED. RF=WBED SHEET INDEX SHEET NO. Civil Site Design GI.0.1 GI.0.2 CG.1.1 CG.1.2 CG.1.3 CG.1.4 CG.1.5 L.1.1 CG.5.1 CG.52 CG.5.3 CG.5.4 Architectural TITLE TITLE SHEET KEY MAP BOUNDARY AND TOPO MAP DEMOLITION PLAN . )LOT PLAN ".'OPOGRAPHIC & UTILITY PLAN EROSION CONTROL PLAN LANDSCAPING PLAN EROSION CONTROL DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS A-5 FRONT ELEVATION A-6 SIDE ELEVATION A-7 READ ELEVATION A-8 SIDE ELEVATION PREPARED FOR: SOUTH WI N DSOR REALTY CO., LLC 10 NORTH MAIN STREET WEST HAR i i- ORD, CT 06119 860.236.1253 LATES'_' .' ? EVISION 1:I/23/03 10/23/03 10/23/03 10/23/03 10/23/03 10/23/03 I0/23/03 1 C/23/03 1 G/23/03 10/23/03 10/23/03 10/23/03 FUSS & O'NEILL INC. Consulting Engi7leers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com Warren Meister ARCHITECT RECEIVED OCT 2 3 2003 SOUTH WINDSOR PLANNING DEFT. F PROJ. No.: 19:: 5F4.S10 DATE: r JAY J. GILE=S,P.E. LICENSE NO. E3939 RESTRICTED COMMERCIAL (RC) ZONE C6 U �L N 0 0 m co co 0 X N O a 2 Q 3 -0 r- a co N co co O O N co N _) n� a w Y 0 Q 0 LO LO n- 0 U) d' U3 LC) co 0) co o_ c� 0 w W U) ❑f 51,4-4,1 ON /0 0 51,46,2 `7 51, 45, 3 N/F RICHARD S. KELLY MAP 51 - BLK 2 51,2 PROJECT BOUNDARY LINE N/F ROBERT ANDREW JONES MAP 51 - BLK 40 O O 51,40 N/F MARCIA T. ANDRUS MAP 51 - BLK 49 - LOT C 51,49 51,16 -�El �51,15 51,14 51,13 SOUTHERN NEW ENGLAN TELEPHONE COMPANY -- MAP 51 - BLK 9 _ \ 1 51,13 C L 51,12 Ie. i {Eil V . L I v I I I I � � IJ 51,39,2 - N/F STEVEN A. HERSHCOPF I MAP 51 - BLK 38 - LOT 1 I 51,38,1 I r-' A GARY L. & JEAN M. MAO 51 N /8 / 37\ LET 3 _ / TF SAMSEL PROPERTIES ( - PART�YE'RSHIP 1 M P 51 BL fTE 36_LOT $ I L 51,34,2 51,37,3 I I i I N/F CARMON & COMPANY I IJ I MAP 51 - BLK 34 - LOT 2 I i I 27,15 --- 51,36,3 _- il 38,1 I I S��FFT I� 51,21 51,22 TABLE OF BULK STANDARDS DESCRIPTION REQUIRED PROVIDED MIN. LOT AREA 30,000 S.F. 484,659 S.F. MIN. LOT WIDTH 15V 164' MIN. LOT DEPTH 15V 287' MIN. FRONT YARD 50' 68' MIN. SIDE YARD 10' 15' MIN. REAR YARD 25' 27' MAX. LOT COVERAGE (BLDG) 25% 119E MAX. IMPERVIOUS COVERAGE 60% 46% MAX. BUILDING HEIGHT (STORIES) 3 3 MAX. BUILDING HEIGHT 45' 35'-3" MAP BLOCK,LOT PROPERTY OWNEF; 27 15 EVERGREEN WALK, LLI� 38 1 JOHN J. WOODCOCK III �- 38 2 CAVALRY CHURCH OF THE ASSEMBLIES 51,11 1 i 50 16,2 SAVINGS BANK OF ROCKVILLE - - -- -� I 51 2 RICHARD S. KELLEY _ - 51 7 S-BNK WINDSOR LLC 51 9 SOUTHERN NEW ENGLAND TEL. CO. 51 11 DENNIS C. & SHARON E. P`ATT 51 12 RICHARD S. KELLEY 51 13 HAROLD L. DODD 51,32 51 14 MILTON ERVIN GIBBS 51 15 D. BELL ENTERPRISES„ LLC 51 16 JULIE MULLER CRANDALL 51 17 ROBERT J. SMITH 51 18 ROBERT J. SMITH 51 19 D. BELL ENTERPRISES, LLC 51 20 SOUTH WINDSOR MEDICAL ARTS CENTER 51 21 DANIEL M. BELL 51 22 NUNZIO & GERTRAUD GAETANO 51,33 51 23, 41 OAKLAND ROAD ASSOCIATES, LLC 51 24 ARTHUR E. & RUTH V. STEWART 0 51 25 MELVIN D. STEIN 51 32 FRED S. KATTEN 51 33 VILLAGE AT BUCKLAND COURT 51 34,2 CARMON & COMPANY 51 36,3 SAMSEL PROPERTIES PARTNERSHIP 51 37,3 GARY L. GRILLI & JEAN M. SURV 51 38,1 STEVEN A. HERSHCOPF REFERENCE MAPS: 38,2 1. "TOPOGRAPHIC MAP OF TOWN OF SOUTH WINDSOR 51 40 ROBERT & ANDREW JONES HARTFORD COUNTY CONNECTICUT", SHEETS 38 & 51 OF 151, BY QUINN ASSOCIATES, DATED MARCH 1986, SCALE 1" = 100'. 51 41,3 JAMES N. DEROSCHER 2. "CADASTRAL MAP OF TOWN OF SOUTH WINDSOR HARTFORD COUNTY CONNECTICUT", SHEETS 38 & 51 OF 151, BY FUSS & 51 42,4 DAVID A. & NATHALIE S. WISNESKI O'NEILL, INC., DATED JUNE 4, 2001, SCALE 1" = 100' 51 43 PEDRO V. DACRUZ APPLICANT: 51 45,3 JOSEPH W. & IRENE BERTRAND SOUTH WINDSOR REALTY CO., LLC 51 46,2 DFV ASSOCIATES LLC 10 NORTH MAIN STREET WEST HARTFORD, CT 06119 51 47,1 ELIZABETH G. MOLLOY 860.236.1253 51 49 MARCIA T. ANDRUS PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers o 3 146 HARTFORD ROAD, MANCHES E9, CONNECTICUT 06040 www.FandO.com #497 BUCKLAND ROAD REDEVELOPMENT KEY MAP SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1":= 100' REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1' 100 50 0 100 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-554.S10 DATE: 10/23/03 G1.0.2 Wv U 31 O LO 0 N_ O a3i C CL rn 'A cm N M O 0 N (y) N o_ d Q O a O t-- z Q Q U z D O m U O 0 0 d' LO CD C c� a_ 0 r U) dam' r0 m U APPLICANT: SOUTH WINDSOR REALTY CO., LLC 10 NORTH MAIN STREET WEST HARTFORD, CT 06119 860.236.1253 ®, l 6 �w N/r- / U CK LAr. kt p (n e0 DRAINAGE S SE&JENT To SA s EL `L61p � 4 , EINER E/soa,aN1 m S ,d�,..Y. 27 74.72 y / G'� <, ins / � ` �' � � .�"-•a.,,,,,, t :-,,,�.�`;. 1 1/ U) S lNV cJ M0040 END ,C --I __ _' 10RCP FLARED END ' I �' A ", ,,,J•..P•`,�` �0�. 00 �� INV=7976 NV=80. 4B -� EhD EASEtYiENT \ 01 S VQL. 325/PG. 14 t' 1 S? 2 \� 0 t �, >�S�'9 8 i✓� PAR 7-',�j / / /,/•.. ;,s�..r .I I I / � 0. /s,/ AFC, i OD VOL'. _ /'�/ / I i + °� Cis/ �h 8 % t b98 �'�. /- 1 L BOND cp ; / 1 �g r ��" 11 / GO ,� \ r �I 1 VOL ,�.�.� y X 8 �i. ©7AP)r �G u 1 l t nr-lcu�vw a4aV m BE v 1 I I, t I �� ' • \ rr 1. ` \ 1, i+ t, tCL 590BPC .73`� + ti ID VOL. z Sty pG I 6 �----� 8°2z' J IDUA9Pg7•E'R - ICE Lp - M. TOP9.6 I' t C, ' I 86. 3 S NOWIV A rf ;' f (` SURVEY NOTES.• / ham_ 15"INS=8�3 ( 5 &9 I 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES ;FOOT DR,.IjX __� I FIN. PL. o II,' I SEC77ONS 20-300b-1 THROUGH 2O-300b-20 AND THE `STANDARDS FO? SURVEYS AND MAPS IN THE I�i 1�-�ST� ( 88. 76' 1: STATE OF CONNEC77CUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOC/A77ON OF LAND '�• S`AAN_ ` i_ _ - I ; 1 SURVEYORS, INC ON SEPTEMBER 26, 1996. j, MI �ds ALTrNGS THE TYPE OF SURVEY PERFORMED /S A BOUNDARY AND TOPOGRAPHIC S JRVEY, AND /S /NTENDED TO IV. I"' \ ' L _ I ; j DEPICT THE POS/AON OF THE BOUNDARIES WITH RESPECT TO ALL MONUVENTA77ON FOUND, STRUCTURES f� .3d3 i �'IdYB ° 12'29"Wd -J ' VISIBLE ULL177ES, ROADWAYS, AND TOPOGRAPHIC FEATURES AS DEP(Ch L' HEREON. 'LAN7rNG �I� 25.00 \ / �F' i i V s 6 jy�44^^E?nn� �F' �1,' 0," i ! BOUNDARY DEIERM/NA77ON IS BASED ON A DEPENDENT RESURVEY. ILI ��� y (( (LJu I v2 A 2 e vC THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 TOPOGRA °HIC ACCURACY CLASS T-2.. l� r � i , ter-----__ OQ I I1 VAULT ( / C.13. _Q T F" 86,201 MAP REFERENCE z s. �' I 8' IlVt!= 84-5' �? TREE • � C J (TY P.) `' FL OODPLAIN INFORMA 77ON FROM FLOOD INSURANCE RA TF MAP FIRM PI NEL 6 OF 11, TOWN OF SOUTH ff t o .25.8' �� 7' _ i C� . co 4 9 •s . WINDSOR, CONNEC77CUT, HARTFORD COUNTY, AS REVISED FEBRUARY 23, 2001. e0 crt � s �� Z �j �N 4-f 9 f 41. wt'� BUILDING --i- b�" - SHOWN AS a i UJ w j (o,� LOCATED rit ' ITF.84.i8 Lp 3-10-87 VV..80.98 Q i� u f N/F R I L.i~�r' I :c.6. ,ti I °o TF a5.24� �'ru, v®i. `� �c3 17"1 : .32 w a s 1S1!oI i°° �s g A-5,7' 0 2 74 71 �w f 0- OD a' A \ C �_ O AREA unary11542 S S.F. 1 • 1 + > D26 FCC. P REF D i� � �a . `__-- _ _ r .ir � v _- _'.- ---'i'3 _. - - --_.._ _ .__ • � CCn AS DEPICTED ON llA . EASE1'IENT AREA = 28.E i'3 St�,f'C } \ - _ + N 04' 12' 29" W W _ O 3 , .� t 180. � � EEi `� I r ( `''_-_ 7i �F Z `" �, •.-'.,. � � ""'.`-..a.l- __--'' � � ' Naoso•1e'E V I Jl _ - c� 03 Cr,W 2AL CUSS -re 0.Vi " o"� zoszs _ we J_ _I V) 6 �..r t� T- C ,�, <AS`rM��17 F�nt1 S+�iiS , r I 'Afl La 152.03' s - ! n 9 I I I `�- N 04' 2. --�_ - 1?" 0 `z „ ° o O t O 13i 1 C B i "j� rF= as.7 1 29 W S_ VI U ff INv_a7.y 140`yi F F c S 6"U-D AIN 13. € %I it/ _1 Q G711 - TF = 86.85 • I o 3; 1 WA �� BiT. PARKING INV. = 83.42 � (a,� � � •y c' _ 1 it fit 121 �i ttANDICAP \\ �'_�II rB:ss.r2�j i i Wi^ RIC.`•.1,�RD G. 3' I Q 0 m �i �g I - J-7 INV-82.67NaN i I 1 I, F' ' I Q 0) 4✓ :+ ( p% INV=82.52 -a,- -" RCP f 2 ® j �ytb n_ L II i5 - � let-, Ca O P lNY=8237 - - � 45 �1 !-` "� W �� I I i :i :', I �' " ®�ce f i T a `�' 89.8 s ` _ - _ __ _ - S''I ( 1`�p , 1 O W I 2 ` aVF.RHANG ` 91 M.H. I �a'. .n �I G cave. ! f #491 Imo~ G INNVs8269 I �� � "I L.C9h1G. �kir�.L i�a -t�•;� �� TRANS j//1 �� _ .-0 j cP "0 ! K �`✓ PAD ! 's Is 1 2 N Q + INw=82.79 EaW o f'0 ERHANG 7 ,1 0 4 46rJ� �oB ,n I I� (T 0$UfLDING SHOWN AS LOCATED 8-14-86 I c. Wy-� 49.1' �w�� � � �1�� I-8'OVERHANG T � -� RYA I � �f �3T - d I5 ! 4°8� RIo NG•� qCz SIDEWALK�� =1-_n 4 b PARKING D f �,I f1 S� 325 'ro � � rn � pe.B T. URB � m J1S j ( --- cn rLM BUILDiNG t 4.4 SHOWN N AS -� i1S ll i I S 0 4.5' -co ' 73 ( cruel I 1 �iC.� IO.G' LOCATED 4.2' - -Ni r l V 94;) XT . PARKING 6�U-DRAIN S-i8-83 �, 12.12 I fX j_ 16 .I ���GI•C 51 �w� I I �`' V. It33.6I 9 _ O'ERHANG'(9 OVERHANG ') I� 0 r .1 • �� co DRI VE-1N ¢35 8�s d --� --._� - a TE LLE I W: SUET CO. 1 '4 t Li 12.0 12Q' 1 1 -�- -�- I _ _ , y Q 65'BUILDING LINE in y' I EASEMENT TO REL®GA`Te_ $ � �I�f��� rAS6FMSWT Tee a I RIPW CI Q '$A�dRi�L_ PLkC-F- N o j + AND RIB MOVE~ tl 5� T;�� -i'�v Or- Sou�N WINDSOR NI I I.p ,� �' } i / t_ I z x I31T. CURB s' t O of I I A 1GVF ' Lim m es ;' x vs5i_.Gc+°i'P PG. !i L - sosoQ �. ., Lf t�5 �C7 p�'a�° 6�SIw c - .._ ... i� L-IMITS R&ADVa1 °i' ,bLSEi�S i�� t►� I i %$ _. 1 --~1 (VOLvet. S35e� /,�� ., f 9 27. s .co 77.91'L'717 6542 a� Q o' . o t 1�' I 7�- -dV�on _ o.� - - )/ETtR � d 503W40'E J c` tp "w` �- SOZ sl ZIi�" t 7.r -- S o3�50 4c� �- 28oLo Qf c�� ' c �E I; sv£r4s as4_+7 - 0 -� ----_ -- - a�t:/.._;.,._ 2.6oto1 _ -- �.Y. L$`7Gz a ,.__ �.- `:sr'�£ SUCKLAND ROAD E A'S'E;M "'r PER PL.A pal &J I M aw I EAS! IWENT SAMSr;L TO SNETCO VOL. 348/PG, TO 83to ALSO VOL.469/PG.562 APJY L. C48LE ALONG ' ASEMENT TO I -HE TOY/,V IF SOUTH KINDSOR FOR ROADWAY PURPOSES VOL. 1J58 PG. 200 PROJ. MANAGER: MMC SEAL SEAL SCALE: #497 BUCKLAND ROAD REDEVELOPMENT CHIEF DESIGNER: DAC "%mow �� ' +'` _ �No. `70036 TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT AS NOTED HEREON. / > HORZ.: 1" _= 40' FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 A AND BOUNDARY tilt/L TOPO 1V1riC SOUTH WINDSOR REALTY CO, LLC REVIEWED BY: DATE VERT.: DATUM: How : VERT.: 1. 10/23/03 ADDED 100 YEAR FLOODPLAIN AWP 40 20 0 40 No. DATE DESCRIPTION BY REVISIONS --- ' DAVID A. CARICCHIO LICENSE No. GRAPHIC SCALE www.FandO.com SOUTH WINDSOR CONNECTICUT PROJ. No.: 96-554.S10 DATE: 09/16/03 CG.1.1 U D I V=80. �-�- 6 i el 1%% M U a 0 U 0 LO 0 n z N_ c� z N Q d' Ln N 00 M 0 N M N [_ m F U w v7 Qc\ �®.,.� ss S 40 J5�0a — _... N 040 12' 29" W —180.85' I - — 152.03' ----- T�P ,�� 7 N 04 12 29 W .� S 0� , 40„ I +lit= 8 i .7 C6 1a cc, . i t C.B. --- - -�INNN 82.67 'N a END CURB REMOVAL iNv 82.52 I5" RCP ¢ilis w.sn. N I N V -1323711000 L,.,...............a . .� . I r a. TRANS ~� + PAD 0. 1`0 ERHANC E f 42.0 0 I� 4T P. , 4 .1 i ckj '� T. 6 Ib PARKING co 481 BUi1...DIG �.��. 44 SHOWN AS 4.58 0 lqcv j 10.3' 10.rol LOCATED . 2` nowwwr /- BEGIN REMOVE BIT. CURB 7/ UTILITY EASEMENT AREA =11542 S.F. n 20 A n / AS DEPICTED ON MAP REF. "D" RELOCATE LIGHT END REMOVE BIT. CURB I B/T. CURB I I � X 92.4 PROTECT TREE ` / X 92.6 -- f - - 25' BUILDING L/NE p TRAIUS PAD k _ EDGE OF B J U VE VGRAL JO T ES 1. ALL OVERHEAD UTILITIES TO BE TERMINATED SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY COMPANY. 2. ALL EXISTING UTILITIES TO BE ABANDONED ARE TO BE REMOVED BY THE CONTRACTOR. 3. ALL EXISTING WATER SERVICES TO BE ABANDONED AT WATER MAIN.. 4. ALL EXISTING SEWER LATERALS TO BE ABANDONED ARE TO BE REMOVED UP TO SANITARY MANHOLE 5. REMOVE ALL EXISTING BITUMINOUS CONCRETE PAVEMENT. 6. COORDINATE WITH LOCAL UTILITY COMPANIES FOR INDIVIDUAL SHUT OFF REQUIREMENTS OF, WATER, ELECTRIC, SEWER AND TELEPHONE. THE CONTRACTOR WILL COORDINATE THE WORK WITH THE RESPECTIVE UTILITY PRIOR TO THE START OF CONSTRUCTION. \\Vo L n 4 9 5;4 CLCB l V---83. 81 � J Call Toll Free In Conn. � W l �� i v 'mo 1-800-922-4455 rn m #491 I CALL -BEFORE -YOU -DIG THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFIYING "CALL BEFORE REMOVE TREE ( "� W I YOU DIG" AT 1-800-922-4455 TO ARRANGE FOR I MARKING OUT EXISTING UNDERGROUND UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. X 9.4 X 91.36 UNDERGROUND UTILITY NOTE: REMOVE LIGHT AND STANDA ZD THE UNDERGROUND UTILITIES DEPICTED HEREON ARE AS DEPICTED ON / I ORIGINAL MAP REFERENCED ABOVE. FUSS & O'NEILL INC. MAKES NO S WCLJ T PAVEMENT (TYP.) ' GUARANTEE THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL END CURB REMOVAL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FUSS & O'NEILLINC. DEPICTED ARE �NSTHEO EXACT LOCATION INDT WARRANT THAT ICATED. UUTILITIES IL, / ;9 / 36 TREE '` --93— REMOVE SIGN SIGN TO REMAIN BEGIN CURB REMOVAL 51, J 48"TREE REMOVE TREES (2) LAND APE ' X 94.2 � 5 1 � REMOVE J BUILDING I /J4. X 94 �) +/ �SNET50 REMOVE SANITARY `— REMOVE SIGN SEWER PIPE TO BLDG #491 AFTER INSTALLING NEW LATERAL DEPICTED HEREON ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM INFORMA11ON AVAILABLE. FUSS & O'NEILL INC. HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. I LEGEND: PAVEMENT/CONCRETE REMOVAL REMOVE LANDSCAPING S. N. EX CO. I VOL . REMOVE WATER SERVICE AFTER INSTALLING NEW SERVICE REMOVE TREES (3) I PROTECT TREES (2) EASEMENT TO THE TOWN OF SOU TH WINDSOR FOR 'CAPED ROAD WA Y PURPOSES (TyP) VOL. IJ58 PG. 200 ER APPLICANT: SOUTH WINDSOR REALTY CO., LLC 10 NORTH MAIN STREET WEST HARTFORD, CT 06119 860.236.1253 M PROJ. No.: 96-554.S10 DATE: 09/16/03 CG-1.2 ai 0 a. N O_ U 0 LO 0 0- N_ Q. Lc>3 2 Q LO 00 M 0 N M N o_ z 0 d CM CD U O 0 Q. o_ 0 I /iezv` Cv = 80. C. H 0 � a A s rz,,\ , � �� i ��� per.• �.._Ii. RIA �\ I 3-1. INV SM:59 (r l(tJ co u n7 O 4 4575 .u��=�.-�,��.t�x..,.,�>-�,.,,�,.a.�..�R,�.��,>�,,.��.�,.�._�._�< ,��_•T �—���9�-� __ -sue �» 3 -4 4 OV E KHAN T. f u 17 U� SC97 g �Q �f S gip_^ y [J.5- 3' 9v, C>�_ _ p .i INV 83.6 III .>ji �S N' _ e: �3 Tow �i o r- s o-, kA i - v, �,Nns I \ w, R"a, Eg,\5 , 8, g en i l f�i TES:' V ls� pSY ASE "�5 �•T'^ G, d•X�=._::D G.: :7 C�"'"9 L �";.'J C �V 0 ��� °�® PARKING REQUIREMENTS 4° 19' S0" Es'`��� REQUIRED. 4.5 SPACE/1,000 S.F. OF GROSS FLOOR AREA FOR OITICE BUILDINGS s UTILITY EA SEMEN T 1 SPACE/00 S.F. OF GROSS FLOOR AREA FOR FINAV CIAL INs7111UT1ONS ---�-""'�"+ 1 SPACE PER EMPLOYEE\ AREA = l /542 S.F. 1 SPACE/00 S.F. OF GROSS FLOOR AREA FOR rTSTA )RANT 0, 26 A C. 1 SPAN/2OO &F OF GROSS FLOOR AREA FOR PERS)NAL SERVICE SHOP ® \ 1 SPAS/�l S>R VTJ FLOOR Aw-A FOR MEDICAL OFFICE \ A S DEPICTED ON MAP REF. "D " DESCRIPTION REQUIRED 00 \ \ y EXISTING OFFICES- 13.049 SF 59 SPACES — — — N 040 12 29 W— \ .� CON EXISTING MEDICAL OFFICES-10,201 SF 51 SPACES EXISTING BANK- 5,186 SF 21 SPACES 180.85 BANK EMPLOYEES- 6 6 SPACES -t EXISTING RESTAURANTS- 4,600 : F 92 SPACES R ° -y, — - ' �' 9 _ _ _ EXISTING CLEANERS- Z 400 SF 12 SPACES R� -- = - \ ` _ PROPOSED OFFICES- 8,800 SF 40 SPACES 0 v PROPOSED MEDICAL OFFICES- 8,000 SF 40 SPACES EXISTING DUMPSTER TO I mo\ ��� _ A' 92 4 TOTAL REQUIRED- 321 SPACES _ — — 152.03' — — — REMAIN FOR DEVELOPMENT 11 �$ ! / CON. y g G f'TOTAL * - IN 20OZ THE PARKING FACUTIE:; FOR THE ON311 ASTE TE ° ---__ U. C RESTAURANT USE'S WERE GRANT® CEN�ISIDERAMON TO `— �-3. 79 t 25 BU/LD/NG L/NE TRA�IS \ - UTILIZE THE PARKING FACIUTIES FOR THE OTHER ON SITE O = USES BY THE PLANNING AND ZONING COMMISSION AS N 0 4 � 2 2 .. `N �.= ��--_ � _-� S � ° O ' 4 0 y� / � � PAD �, ` � PER SECTION 13.5.1. CON7INUI:D C01!9SIDERA710N IS V EDGE OF S' HEREBY REQUESTED AS PREVIOUSLY iIPPROVED AND IN - . IN V a1.6 i l 13 SPACES 13 PAC R=2' I v - PAM EFFORT TO MINIMIZE THE STORMWATER RUN-OFF RATE �r w SS AS PER SECTION 1 &4.1 (C). ISLANDcc F. _ s o slc 1 . Cad.%� v�,;- o No. EN' SIG _ Lr _. T'. I IN V. 0252 ENTER SIGN =88.57 g1�TUMINOUS ONCRE CURB ' 1 Z ` I \ 4 �A gig \ , SAWCUT PAVEhfNT LINE CONC. 10,-91 TRANS C (��-.em,�_,-� _ � a =----•`=._.....,_. a ���!'?`' `., PAD u 1. 24.0/--- =- _ 91.36PAINTED/ ISLAND I T. }120 rip", I c- f v BEGIN CONCRETE CURB O131fJMl OUS PAVEMENT l - 24.E ' / LOC'ATE EM +1� _c�� CONCRETE ►J AL : as - '% � k. 1 / 1 SPA S � � ..`'.��;1 ^ � ".1 � . � . c� if & f� st Il Q �� c� cn a l�cc� n .•`i � .z :;�; 4`: �:.� ft=.asxcv .n s R=2' V� Jr/1lsL�J I _ m !�P ��yJ} y��^ �p?�rry}�v,{@;qym�� ���p�,yy Q� �Q ��§`y gygq U � l' 8 .� f I u�- U `I GJ CID r� 1; f1 �.c, if '� @ 14% yy p �•y wry/"�� -- -t �- �f?' __ ® PRQP. I71Y/!D' ii!a/ty �� s �/ FOOTPRINT AR�A� C10io240, SF :11r {J ' � L ._-.-.i L'::_a •alYYif. d FLOOR AR 4 SW Sir- U y ' r TOTA�.FLOOR �. �." AR,,,. IZems[/ Ff i►.' MW� ° " I `1rtG' �L.^� 3y'�! RELOCATED BANK • '"- .r<• A cl A DRIVE—THRU SIGN. LIGHT (TYP.) ysx SEE DEMO PLAN WHEELSTOP (TYP.) I 2 g 1.j Qi —2 / �� = :,. ; f END CONCRETE CURB I� SIIII ILPGj J o ` rd,s" fjy/ l%I 0/ 3 1 U l ,V / �.l I . l aV ��I �, C�,IVCRETE. ,vALK ,1 71 V===� f'"? R=5' —� P� I �� �� I 18.0' SAWCUT PAVE-d&T -INE NOT a t �. �. �'r r E R SIGN 20.0' 3 1 ACE L`�. L`�. 9.0 X 3 `�` SITU NOt�S CONCRETE IJFB R=2' 1 11 r UR R, � R=5' ' ,' 1~ Y ,��/I i : , • . , BITUMINOUS, PAVEMENT 24.0' LAMITS R0AW\\,AuPA'Y-7FA,5 �11R,--, STOP SIGN DO NOT ENTERS SJpl; n CATCH BAS�N � I ^L';?. �+G`Sa9 u ,is aq�C1�-_.�,'> C��Q.`,.-`7• �,y. �: E..`� J Q7� uf'"^ui ` wLi :,r-x=-rz-.i+rneYaY�'a4!D'ee�a,en •^� =.xe�r': x. � �y ..- _.....o - •.I � ,(/ � i � � � C''^� �-,,,+,�...'S2 _..,.., S{� �� � ` �° �,. TER�,yfl J �+ -- `-- -- ---- ._ _J \ + I /• o- � a. 6 r.-'�' -4e"'K'a3J'-- - -- ,-_.� "�-__A c" J s1vEr50 * 600' ± SOUTH OF ELLINGT N ROAD INTERSECTION BEGIN BITUMINOUS CONCRETE CURB MATCH EXISTING END BITUMINOUS CONCRETE CURB BITUMINOUS CONCRETE CURB I ANIn '9! A MATCH EXISTING EASEMENT TO THE TOWN OF SOUTH WINDSOR FOR ROAD WA Y PURPOSES VOL. I J58 PG. 200 APPLICANTa SOUTH WNDSO�R REALTY CO., LLC 10 NORTH MAIN STREET (NEST HARTFOD, CT 06119 860.236.1253 PROJ. MANAGER: SEAL SEAL SCALE: � FUSS & ®'NEILL INC. Consulting Engineers O ' 146 HARTFORD ROAD, 860.E 6.2469 CONNECTICUT 06040 www.FandO.com #497 BUCKLAND ROAD REDEVELOPMENT fl �T PL®T PLl�l� SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNEC i liCUT CHIEF DESIGNER: HORZ.: 1" = 20' REVIEWED BY: DATE VERT.: DATUM: HORZ.: 2. 10/23/03 TOWN COMMENTS AWP VERT.: 1. 10/09/03 MODIFY PARKING COMPUTATIONS TMP 20 10 0 20 No. DATE DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-554.S10 \ DATE: 09/16/03 ' 7—V M 0 I? 0 U 0 Lo 0 n N C� Ii cM ti 0 rn M 0 0 N N 0 m U z Q w CRZOSS Vr,� ,A &cle, M C4%A 9 FROM 5A P-I&t, 0 r�l I fi� Ii cl.�`t-�i!;�1 I�xY . , I 11 I C4 u BIT 13 .�9 53 g7.12 I Nil. 0. 6" p ^a ILOI'�9 1. FIFE To G NMi A, U, F�" f�\� T �'r, a W V1 oc ec, omati Nviw DSOR 0 QAINe wo Itl A IT5 Sz, lllll��Pl NVY A I Y te-;A c..rtt�:.�,:,..:^.c:'..."^'.'�'-L K"v7�.:SErcx„sa,ar,a�,. ,,,s.,:�,...e. ,z; n,.,.,•, ;••,�- "gym°--.....� ll �a �r�t�'.ffi2ti^c�'•..:��F'11Ya ...::� '"V �'4..:�`-� Lid � � ssg asy °-�}}: e �A _ ...��e.aautv,..vetm.'.,aunniewrn.ene�tr.'vr_T+x:-.NM. �r�, �.'�`'--~�• tim , No cv _ - - - ---- - --- ---- - -- - - - I [ 0 IIEK NO 0 00 00 - - t N 040 12' 29" W --I- -----180.85' VEIN ERAL IV V I ES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY -- LOCAL AND STATE APPROVALS AND PERMITS PRIOR TO THE BEGINNING OF ANY DEMOLITION/SITE IMPROVEMENTS/CONSTRUCTION. 2. THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE LOCAL AND STATE AGENCIES. 3. ALL SITE CONSTRUCTION SHALL BE IN AC :ORDANCE WITH TOWN OF SOUTH UTILITY EASEMENT WINDSOR STANDARDS. AREA= II542 S.F. 4. THE LOCATION OF ALL UTILITIES DEPICTED HEREON ARE BASED ON THE 0 2Fi A r BEST AVAILABLE DATA. THE LOCATIONS ARI: APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO BEGINNING ANY DEMOLITION/CONSTRUCTION, AS DEPICTED ON MAP REF. "D THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "CALL BEFORE YOU DIG" AT 1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON THE GROUND. 5. SITE SHALL BE GRADED SMOOTHLY AND EVENLY IN ACCORDANCE WITH THE R� PROPOSED CONTOURS AND SPOT GRADE ELEVATIONS DEPICTED HEREON. CpNC C,6 CONTRACTOR SHALL BE RESPONSIBLE FOR E'�SURING POSITIVE DRAINAGE FLOW TO ALL CATCH BASINS WITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN STANDING WATER. �� 6. THE SITE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL -_ --- - U TIES TO END 5' OUTSIDE FOUNDATION WALL WITH BUILDING CONTRACTOR. _VERIFY ALL LOCATIONS TO AVOID CONFLICTS WITH OTHER UTILITIES. 7. THE CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES & X 92.4 MUNICIPAL AUTHORITIES AS TO METHOD OF CONSTRUCTION, INSTALLATION, f / X 92.6 ' AND PAYMENT. CONC. f 8. WORK HOURS SHALL CONFORM WITH THE TOWN OFSOUTH WINDSOR TRAM/S STANDARDS. PAD 9. ALL ADJACENT STREETS SHALL BE CLEANED DAILY DURING CONSTRUCTION AS NECESSARY. 13 SPACES 13 SPAC_EDGE OF B WETLANDS NOTE: WP*Tl ANinS WPPP ninT FIELn nELINEA?En rr Irani nF Sni i rH unNncnR uuF n Alen v IMAPPING FROM 1984 IS OUTDATED FOR THIS SITE. WETLANDS CONSIST OF AREAS AROUND THE DETENTION BASIN AND :'OND AS WELL AS ADJACENT TO REPLACE TYPE FRAME & 4ATE PLUM GULLEY BROOK. NO WORK IS PROPOSED WITHIN 400' OF WETLANDS. Ft'C.B.ter, y .; AND CLE N SUMP I I r a s `%�n U r � E. ..rEW INV- AnP ILY 29 L^J� C i ° $: a 6 .67 �A 53Mel. , 0 AA bc 9� �a 6� I Ate? jr•> I,' J (l �����p d / II UNDERGROUND UTILITY NOTE: THE UNDERGROUND UTILITIES DEPICTED HEREON ARE AS DEPICTED ON ORIGINAL MAP REFERENCED ABOVE. FUSS & O'NEILL INC. MAKES NO 0),m GUARANTEE THAT THE UNDERGROUND U1ILITIEE DEPICTED COMPRISE ALL SUCH 0 i UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FUSS & O'NEILL 1 INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES TRANS /' c� ' W Q I DEPICTED ARE IN THE EXACT LOCATION INDICATED. UTILITIES DEPICTED PAD /! Q I HEREON ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM INFORMATION i f � � ' r w AVAILABLE. FUSIIL►T►E O'NEILL INC. HAS NOT PHYSICALLY LOCATED THE HAN � � TE 89. 39.4-2 - (` St f c 66 PVC 510E LOCATE EXISTING SANITARY I ;f _ r, p O S 0. % Q LATERAL AND ELEVATION PRIOR �y,. ' NV.=90.50 TO INSTALLATION OF NEW _ , CONNE TO ROOF % z SANITARY SEWER. { o I T. f�--� DOWNSPOUT . � n - INV.= 90.6 P'A RRK. IN C3 SAN. MH 8" PE PIPE �� CONNECT TO ROOF DOWNSPOUT AT END yvcr MATCH F.G. RO F LEADER v INN RD DRAIN .= 89.08 �OLLECTOR I 68'- 8" HDPE ROOF LEADER �' Q o TF= 93.1 ti it 1 = COLLECTION PIPE fi , ��6^ - fi I V.= 89.2 O cn Uti / S- 1.0% B t LD i!>>01 1Sok I .� 9 s CLEANOUT Ia eta a� t RD DRAIN X1: YARD DRAIN TF= 93.1 cr o j _ / .. TF= 93.5 I S M L 0(_4$ �' T E ���� ��° �� ��� IN= 89.0 m , _= -9 -' .` k INV.= 90.3 II c,1 .3 lws . + , � > C. U INVE DUT= 87.5 \ , 1 S CIS -o PACE ct' 96'- 12" HDPE PIPE IS:< SF ICY- f ` 1t't1,1 tj� j _ s' i nwm eJ _ �: �a FOOTPRINT �e = ,244 S'I' `'(f(�� / ARW1 ( SECOND FLOOR ARE'.1, 800.E MTll FLOOR AR �At 1 i.m sF ` Io 65- 8 PVC-PJP-E-- YARD DRAIN S-0.50%? TF= 93.5 (c ripJ / - INV.= 89.7 SANITARY INV.= 89.27�' S YARD DRAIN TF= 93.7 1 � e E,RH4 Tu INV.= 89.9 ° ��,,•' / ACE aVAN PROJ. MANAGER: SEAL CHIEF DESIGNER: REVIEWED BY: DATE 1. 10/23/03 TOWN COMMENTS AWP No. DATE DESCRIPTION BY REVISIONS - -- 152.03' - ---- Tae` N 040 12' 29" W 3.79' S 01 '' 40„ 1 I IN, l I 6" DIP WATER SERVICE I .� r + I 1 s I 8 12 `� EA SEMEN T TO THE TOWN N) ` i OF SOUTH WINDSOR FOR � _ 1 + I J c0 ROA D WA Y PURPOSES VOL. I358 PG. 200 X'� . ... ^ ... -- -- - I / \ ETER APPLICANT: �� S®uTH WIN T"r LLc SNET E - sTYP C CB = 92.10 INV.IN= 86.84 _ IN\6"� bUT= 86.74 kJ) L A N D SEAL 66'- 12" HDPE PIPE / S= 1.0% Li REAL C®., SAN. MH m 10 NORTH MAIN STREET = 92.6 `--� II SNET50 WEST HARTFORD, CT 0E')119 IN�IIVV' 8 BURIED ELECTRIC AND 60.236.1253 APPROXIMATE LOCATION TELEPHONE SERVICES 54'- 8" PVC PIPE OF SAN. MH. S=0.50% T.F.= 92.84 INVS. IN= 88.38 74'- 8" PVC PIPE INV.= 88.28 S= 1.20% INVERT TO BE RECONSTRUCTED WITH SEWER LATERALS IN PLACE SCALE: HORZ.: 1" = 20' #497 BUCKLAND ROAD REDEVELOPMENT VERT.: DATUM: HORZ.: FUSS & O'NEILL INC. Consulting Engineers TOPOGRAPHIC & UTILITY PLAN O VERT.: ' 146 HARTFORD ROAD, 8 0.6AC6.2469 CONNECTICUT 06040 SOUTH WINDSOR REALTY CO, LLC 20 10 0 20 GRAPHIC SCALE www.FandO.com SOUTH WINDSOR CONNECTICUT PROD. No.: 96-554.S10 DATE: 09/16/03 C' G-7 . 1 . 4 I C4 u BIT 13 .�9 53 g7.12 I Nil. 0. 6" p ^a ILOI'�9 1. FIFE To G NMi A, U, F�" f�\� T �'r, a W V1 oc ec, omati Nviw DSOR 0 QAINe wo Itl A IT5 Sz, lllll��Pl NVY A I Y te-;A c..rtt�:.�,:,..:^.c:'..."^'.'�'-L K"v7�.:SErcx„sa,ar,a�,. ,,,s.,:�,...e. ,z; n,.,.,•, ;••,�- "gym°--.....� ll �a �r�t�'.ffi2ti^c�'•..:��F'11Ya ...::� '"V �'4..:�`-� Lid � � ssg asy °-�}}: e �A _ ...��e.aautv,..vetm.'.,aunniewrn.ene�tr.'vr_T+x:-.NM. �r�, �.'�`'--~�• tim , No cv _ - - - ---- - --- ---- - -- - - - I [ 0 IIEK NO 0 00 00 - - t N 040 12' 29" W --I- -----180.85' VEIN ERAL IV V I ES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY -- LOCAL AND STATE APPROVALS AND PERMITS PRIOR TO THE BEGINNING OF ANY DEMOLITION/SITE IMPROVEMENTS/CONSTRUCTION. 2. THE CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE LOCAL AND STATE AGENCIES. 3. ALL SITE CONSTRUCTION SHALL BE IN AC :ORDANCE WITH TOWN OF SOUTH UTILITY EASEMENT WINDSOR STANDARDS. AREA= II542 S.F. 4. THE LOCATION OF ALL UTILITIES DEPICTED HEREON ARE BASED ON THE 0 2Fi A r BEST AVAILABLE DATA. THE LOCATIONS ARI: APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO BEGINNING ANY DEMOLITION/CONSTRUCTION, AS DEPICTED ON MAP REF. "D THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "CALL BEFORE YOU DIG" AT 1-800-922-4455 AND HAVE ALL UTILITIES MARKED ON THE GROUND. 5. SITE SHALL BE GRADED SMOOTHLY AND EVENLY IN ACCORDANCE WITH THE R� PROPOSED CONTOURS AND SPOT GRADE ELEVATIONS DEPICTED HEREON. CpNC C,6 CONTRACTOR SHALL BE RESPONSIBLE FOR E'�SURING POSITIVE DRAINAGE FLOW TO ALL CATCH BASINS WITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN STANDING WATER. �� 6. THE SITE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL -_ --- - U TIES TO END 5' OUTSIDE FOUNDATION WALL WITH BUILDING CONTRACTOR. _VERIFY ALL LOCATIONS TO AVOID CONFLICTS WITH OTHER UTILITIES. 7. THE CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANIES & X 92.4 MUNICIPAL AUTHORITIES AS TO METHOD OF CONSTRUCTION, INSTALLATION, f / X 92.6 ' AND PAYMENT. CONC. f 8. WORK HOURS SHALL CONFORM WITH THE TOWN OFSOUTH WINDSOR TRAM/S STANDARDS. PAD 9. ALL ADJACENT STREETS SHALL BE CLEANED DAILY DURING CONSTRUCTION AS NECESSARY. 13 SPACES 13 SPAC_EDGE OF B WETLANDS NOTE: WP*Tl ANinS WPPP ninT FIELn nELINEA?En rr Irani nF Sni i rH unNncnR uuF n Alen v IMAPPING FROM 1984 IS OUTDATED FOR THIS SITE. WETLANDS CONSIST OF AREAS AROUND THE DETENTION BASIN AND :'OND AS WELL AS ADJACENT TO REPLACE TYPE FRAME & 4ATE PLUM GULLEY BROOK. NO WORK IS PROPOSED WITHIN 400' OF WETLANDS. Ft'C.B.ter, y .; AND CLE N SUMP I I r a s `%�n U r � E. ..rEW INV- AnP ILY 29 L^J� C i ° $: a 6 .67 �A 53Mel. , 0 AA bc 9� �a 6� I Ate? jr•> I,' J (l �����p d / II UNDERGROUND UTILITY NOTE: THE UNDERGROUND UTILITIES DEPICTED HEREON ARE AS DEPICTED ON ORIGINAL MAP REFERENCED ABOVE. FUSS & O'NEILL INC. MAKES NO 0),m GUARANTEE THAT THE UNDERGROUND U1ILITIEE DEPICTED COMPRISE ALL SUCH 0 i UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FUSS & O'NEILL 1 INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES TRANS /' c� ' W Q I DEPICTED ARE IN THE EXACT LOCATION INDICATED. UTILITIES DEPICTED PAD /! Q I HEREON ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM INFORMATION i f � � ' r w AVAILABLE. FUSIIL►T►E O'NEILL INC. HAS NOT PHYSICALLY LOCATED THE HAN � � TE 89. 39.4-2 - (` St f c 66 PVC 510E LOCATE EXISTING SANITARY I ;f _ r, p O S 0. % Q LATERAL AND ELEVATION PRIOR �y,. ' NV.=90.50 TO INSTALLATION OF NEW _ , CONNE TO ROOF % z SANITARY SEWER. { o I T. f�--� DOWNSPOUT . � n - INV.= 90.6 P'A RRK. IN C3 SAN. MH 8" PE PIPE �� CONNECT TO ROOF DOWNSPOUT AT END yvcr MATCH F.G. RO F LEADER v INN RD DRAIN .= 89.08 �OLLECTOR I 68'- 8" HDPE ROOF LEADER �' Q o TF= 93.1 ti it 1 = COLLECTION PIPE fi , ��6^ - fi I V.= 89.2 O cn Uti / S- 1.0% B t LD i!>>01 1Sok I .� 9 s CLEANOUT Ia eta a� t RD DRAIN X1: YARD DRAIN TF= 93.1 cr o j _ / .. TF= 93.5 I S M L 0(_4$ �' T E ���� ��° �� ��� IN= 89.0 m , _= -9 -' .` k INV.= 90.3 II c,1 .3 lws . + , � > C. U INVE DUT= 87.5 \ , 1 S CIS -o PACE ct' 96'- 12" HDPE PIPE IS:< SF ICY- f ` 1t't1,1 tj� j _ s' i nwm eJ _ �: �a FOOTPRINT �e = ,244 S'I' `'(f(�� / ARW1 ( SECOND FLOOR ARE'.1, 800.E MTll FLOOR AR �At 1 i.m sF ` Io 65- 8 PVC-PJP-E-- YARD DRAIN S-0.50%? TF= 93.5 (c ripJ / - INV.= 89.7 SANITARY INV.= 89.27�' S YARD DRAIN TF= 93.7 1 � e E,RH4 Tu INV.= 89.9 ° ��,,•' / ACE aVAN PROJ. MANAGER: SEAL CHIEF DESIGNER: REVIEWED BY: DATE 1. 10/23/03 TOWN COMMENTS AWP No. DATE DESCRIPTION BY REVISIONS - -- 152.03' - ---- Tae` N 040 12' 29" W 3.79' S 01 '' 40„ 1 I IN, l I 6" DIP WATER SERVICE I .� r + I 1 s I 8 12 `� EA SEMEN T TO THE TOWN N) ` i OF SOUTH WINDSOR FOR � _ 1 + I J c0 ROA D WA Y PURPOSES VOL. I358 PG. 200 X'� . ... ^ ... -- -- - I / \ ETER APPLICANT: �� S®uTH WIN T"r LLc SNET E - sTYP C CB = 92.10 INV.IN= 86.84 _ IN\6"� bUT= 86.74 kJ) L A N D SEAL 66'- 12" HDPE PIPE / S= 1.0% Li REAL C®., SAN. MH m 10 NORTH MAIN STREET = 92.6 `--� II SNET50 WEST HARTFORD, CT 0E')119 IN�IIVV' 8 BURIED ELECTRIC AND 60.236.1253 APPROXIMATE LOCATION TELEPHONE SERVICES 54'- 8" PVC PIPE OF SAN. MH. S=0.50% T.F.= 92.84 INVS. IN= 88.38 74'- 8" PVC PIPE INV.= 88.28 S= 1.20% INVERT TO BE RECONSTRUCTED WITH SEWER LATERALS IN PLACE SCALE: HORZ.: 1" = 20' #497 BUCKLAND ROAD REDEVELOPMENT VERT.: DATUM: HORZ.: FUSS & O'NEILL INC. Consulting Engineers TOPOGRAPHIC & UTILITY PLAN O VERT.: ' 146 HARTFORD ROAD, 8 0.6AC6.2469 CONNECTICUT 06040 SOUTH WINDSOR REALTY CO, LLC 20 10 0 20 GRAPHIC SCALE www.FandO.com SOUTH WINDSOR CONNECTICUT PROD. No.: 96-554.S10 DATE: 09/16/03 C' G-7 . 1 . 4 O 0 0 a N 0 a. s= co Q N CR LO O 0 N N O z O U) C� U 0 O Q. W 0 U) LO LO cm rn c a 'o U) LO ED rn m U Z Q J W ,c V 80. i -1 EU, 1 7 fr=�a '. is ��a 4 ',l7o�i xcr.41»� �7 3 fs?� 6 �-'���, � :"P �� • �-a'�ra Cl;� IT ✓ �f 0 �7 i V r';u u - D I ti 5lv\ Ayq ,rl r ()�''��A e[ceJa/� .,yJj� ., aa[' v ` u � 1 fall to ...w . ti. (j ffe}'},,�� a G�;'J •�r WQ . i?'4 �,, Q cc.JJ',`�5�1� C- f 3 c 11!Sfi g [ y rC 1$ 3 ft 4,M, °fir" 00 0 11 ( �,,9p gp`�jx{ A, `�/ B U ti0 +•o ixrw'-� -� ca�-'hr___-. _ e_� -_�-..`-,..'.m 'r"�_ TCJ u " 0 � ` pip r-, $` 6",F 1 4�g A 6�` CI. lNV. �83.62 91- I _ m (JI 1 �7 ro � ��� �51 .l]T-°:«^a'•SC•rct;_..:nccarm.r_�.c:-.«\.o. hp 6•- ILAP �. 29 !yam._ �'�-n._�izr--z-.r_+ni-. ycs-•.m+...x+ �✓�� -_.3 C. - yY r ,��� ii !,.• � f• ;`' A*VAIlk Mo. ....._-_ n el 0 Ile �. Cam" L) \ C® \ N 040 12' 29" W — — 180.85 — _— 152.03'-------- ?ec- cCb2J O '-• 9 i` _ N 0 4 12' 29 UV u�_ S 1 ' L , � 0 0 ' I�R'r'• 40„ n F. Z • , 7,5cs v ,..' TF= 88.57 INV=83.83 } n al .l -.,..,,d%' �•� ram, ��'""•,�'` ,.�`��; _ i" 1 r j _ � � TRANS Icy Q y AR ,ryp, PAD t:4 R4 B 89.1 ly ... a I l f L"-4 7:_ `ten' - . fi'\pi •' 0 ' -�' if '17 8 a 10 . 1 f t //� 1 - 3 � � � ,i a` � n1 Q SPA_C�S FOAi � I, DIt- EM I �I v i c r. • q 4'a r o 1, i r Ii�F I PP, o 3 N A tea.. e Tj e ^'_-• __ \5 �7"^-may^. _,.'ssrr•.o l'�°y"T _-"..:,...!•... Baca. cc+a,-�,-_-wn, r......__,.^r. 1 - HAYBALE PROF CTION (TYP.) TE IN FILTER BRIC (TYP.)-af/ \ I (17`j�m 8"' P�J Fl _ v T1�. i i i L_ 1_1 c� �AY L /V i AREA=115412 S.F. 0.26 A C. AS DEPICTED ON MAP REF. "D " � � CONC. 6'URB / X 92.4 X 92.6 C_ �-- PAD i -- — 13 SPACES 13 SPAC I J q EDGE OF B- - pa �l I ? I UNDERGROUND UTILITY NOTE: THE UNDERGROUND UTILITIES DEPICTED HEREOt I ARE AS DEPICTED ON / ORIGINAL MAP REFERENCED ABOVE. FUSS & O'NEILL INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH I O Wi�97 UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FUSS & O'NEILL INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTE/ cn Jl I . UTILITIES DEPICTED HHEREONDARE DEPICTED ARE IN THE EASCACC RATE AT LOCATION CCURATELY POSSIBLE FROM INFORMAT10N ANTI -TRACKING PAID r I AVAILABLE. FUSS & O'NEILL INC. HAS NOT PHYSICALLY LOCATED THE iw UNDERGROUND UTILITIES. v JuAl 'it YL I t r r � _ SILT FENCE (TYP.) EASEMENT TO THE TOWN OF SOU TH WINDSOR FOR ROAD WA Y PURPOSES VOL. 1358 PC. 200 APPLICANT: SOUTH WINDSOR REALTY CO., LLC 10 NORTH FAIN STREET WES I HAR T IF ORD, C 1 06 1 1 9 860.236.1253 IiU PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O°NEILL INC. Consulting Engineers O 3 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.Com #497 BUCKLAND ROAD REDEVELOPMENT EROSION CONTROL PLAN SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: H0RZ.: 1" = 20' REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1. 10/23/03 TOWN COMMENTS AWP 20 10 0 20 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROJ. No.: 96-554310 DATE: 09/16/03 C"%G"m.1,.5 I aS V n. a) O 0 L0 d a N_ c� G to 60 Ln t" M O CD M C) z a U`^ VI z g 0 0 0- 0 'o 4 Ln Lc) rn a 0 m U W 2 bi U 0 8 s U D YA TE V=80. 2 Co 00 F. tdoZ9 J , 'tom a _...,... BIT. U .A .0 \Y � LQ S 4° 9' 50" E,n C� 00 mpph�'� N 04" 12' 29 W 180.85' 152.03' Tp° N 04° 12' 29 W �. INV=8b 7 I N V 8I4 tR � CR ��Q}�{yA p 25 15 8m FIR Kam+O>y.�a�.<ue,�.. �.,.. -va* �1 •ixaw...`^x_¢L-> t.._C"_^'7c__-.ce c:.� IV�.y� Itcf Ab �-.S. fig, S N �m� 0 ON _kVIll , c fQlt (�, �{ ' i? c:-,; i ,_, —4--'��,,, �,a��ccm'� i,-x_ _- -/ L _ ..ac•, f' -- a\.-Y -..s. F AJJN M1 1� 9 rocwscc'an.. �z�r+a.,.kr ✓/./ c a F t }� # 3, � C4 f �r 9JI B I B'. I�.: 119 �� ��� � �7.12 NV. 3-6 9! �........,... ..���. d»m �u-c.-�.�.=x�>-,.c..N;<..a._.__.-x,•,.mx-_r.-.-....:�w..ne...v.�oa.G.a..,,�a>..�,.G:�.��,.c.�r-��..d,.•.�, r..�� ��� Jf� ___��`"`—. ,...>. - -- +' ....a....._.®. mllftl NS� R +z�•tiu�-•-.s��.^ �•.^^^fs�."�,._.. LF^J'...�-��xt� �-,cs. c.cr.m.m��.... ..+..."At:. _ ..,carr. I _ ..,,vim _.-., '�� .m.o.a� ��� ca�.> CS!�,o.�-�_,a��.-c..._•-_�,� �m.��+�c.-.> M1�+,� -'_„ �r.,..-� m�.-....-.y__.,.t1.9.._ tvA sue, ' g j m �. ?,, 64 c;� �. ..�........r...o-.......,..,...ee.o....o-. _ _ _ _ _•^ �,.o...-.�«w.o...�.,».o.+.w:..�w.a.,+..w......�.�.c:*xaw�:..sa-;a���'fEK7m�.^'�' f . r tD a P A R r., . ?: ; rn I°-11'A,-a Can 10 Z' L10 6, LOCATED U o - ...ate: 16.1 '\•� ID•z, • l� 1 I _� a b s J G., J MVE,I TIE OF MT. GURB �. 4 t INS A Y �' � ��""7'^'?rr.'�..`�;,��a - �-'2'� �xp;;$^�p2Er �-••-?-'.'a�xsaaa�xscr> �,,,,.5 .. _ J � ^_�^�' .. - _._.._ ._ .v_ ... -_- - ''. - '�'`-"''- "_•'^'••. 1`-.��+.-.,:m.....n..-.t,n.>7, <v�•.eac.-•........ _.......,.--.^� .:�.a.�.�-.-r..`o�...mac-o�-m��.........r.,.++xc3' X9%.3B SNET49 , PLANT LIST CD.# BOTANICAL NAME COMMON NAME: SIZE SHADE TREES A 2 AMELANCHIER CANADENSIS SHADBLOW 2 1/2-3" CAL. - B 4 PLATANUS A. BLOODGOOD BLOODGOOD LONDON PLANE 3-3 1/2" CAL. C 3 ZELKOVA S. GREEN VASE GREEN VASE ZELKOVA 3-3 1/2" CAL. UTILITY EASEMENT EVERGREEN TREES AREA=11542 S.F D 2 PICEA ABIES NORWAY SPRUCE 4-5' HT. E 3 THUJA 0. WOODWARDII GLOBE ARBORVITAE 3-4' HT. AS DEPICTED ON MAP REF. "D„ FE20DUOUS BERBERIISBT. CRIMSON PYGMY DWARF RED BARBERRY 18-24" SPD. G 6 POTENTILLA F. GOLDFINGER GOLDFINGER CINQUEFOIL 18-24" SPD. H 6 SPIRAEA J. GOLD MOUND GOLD MOUND SPIREA 18-24" SPD. EVERGREEN SHRUBS CO�C CU J 15 JUNIPERUS C.SARG.GLAUCA RB BLUE SARGENT JUNIPER 18-24" SPD. K 10 RHODODENDRON PJM PJM RHODODENDRON 18-24" SPD. PROJ. MANAGER: SEAL - -- - --- SEAL - - SCALE: � FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, 6E2469> CONNECTICUT 06040 60.6 www.FandO.com #4 97 BUCKI.AND ROAD REDEVELOPMENT LANDSCAPING PLAN SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICUT - CHIEF DESIGNER: HORZ.: V' = 20' REVIEWED BY: DATE VERT.: DATUM: HORZ:: VERT.. 1. 10/23/03 TOWN COMMENTS AWP 20 10 0 20 No. DATE DESCRIPTION BY REVISIONS ^^^'^ , ^ ^ GRAPHIC SCALE PROJ. No.: 96-554310 DATE: 09/16/03 L.1.1 EROSION & SEDIMENT CONTROL NARRATIVE m U Z J w CD 2i FINISH GRADE CATCH BASI FLOW FILTER FABRIC TO EXTEND 6" (MINIMUM) BELOW GRADE O 4 2x4 WOODEN STAKES DRIVEN MIN. OF 12" INTO THE GROUND WOODEN LATERAL CROSS FILTER BRACES AS NEEDED FABRIC PAVEMENT � � SOIL HOLD FABRIC FILTER FABRIC FLOW NOTE: SILT FENCE SHALL CONFORM TO THE REQUIREMENTS SHOWN ON SILT FENCE DETAIL SILT FENCE AT CATCH BASINS EXISTING GRADE j. "\ METAL GRATE CATCH BASIN /- FILTER FABRIC FILTER FABRIC PROTECTION FOR CATCH BASINS EXIST. GRADE OR - PAVEMENT (DO NOT STAKE IN PAVEMENT) FLOW BALES TO BE -- BUTTED TOGETHER 2"x2"0' LONG STAKES FILTER FABRIC OR REBARS EACH BALE OVER GRATE NISH GRADE BURY TO A DEPTH OF 4" CATCH BASIN SECTION AT LOW POINT BALED HAY OR STRAW 3- PLAN HAYBALES 1. SET POSTS AND EXCAVATE A 6" X 6' TRENCH, FILTER FABRIC SET POST DOWNSLOPE. TOTAL LENGTH 100'-0" SEE NOTE NO. 4 WIRE FENCI FLOW 100' FINISH GRADE :o:b..0 -o:bro:b:o.A -o:L: o:L: o.A •• :6.0; \\ � i \ ,\\ / Ac �6F iibaA% TRENCH CU 6" TO 8" DEEP ALL OF BASIN 6" TO 8" WIDE NEENAH TRAP HOOD CAST 2"X4"X5' STAKES DRIVEN -07: INTO GRADE 12" MIN., MODEL # R3701-12 IRON 6" OF CONNECTICUT D.O.T. SET 8' TO 10' APART, AND WITH HOOKS HANDLE 2" CRUSHED STONE CANTED 10' INTO SLOPE UTLET PIPE COMPACTED SUBGRADE CONSTRUCTION SECTION ENTRANCE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING " FILTER FABRI AND EXTEND IT INTO THE TRENCH 8' . TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS. TRAP HOOD 24' SEE NOTE NO. 3 0 Lo L-EXISTING EDGE OF PAVEMENT ADJACENT ROADWAY LOCATION PLAN NOTES: 1.) MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD d CONDITION THROUGHOUT CONSTRUCTION PERIOD. o Z 2.) ADJACENT ROADWAY SHALL BE SWEPT DAILY TO FOLD FABRIC UP SL E o REMOVE ANY MATERIAL THAT MAY BE TRACKED Z ONTO PAVEMENT. ui 3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH OF INGRESS OR EGRESS. 4.) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM LENGTH OF ANTI -TRACKING APRON FOR THE BOTTOM OF CONSTRUCTION ENTRANCE SHALL BE EXTENDED TO DRAINAGEWAY �I 100 IN LENGTH. o I A J `` ANTI -TRACKING APRON I PLAN COMPACTED BACK FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. ILI ELEVATION POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' SILT FENCE 1.1 THE FOLLOWING SEDIMENT & EROSION CONTROL NOTES APPLY TO THE CONSTRUCTION OF THE PROPOSED REDVELOPMENT OF #497 BUCKLAND ROAD. EROSION CONTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION SEQUENCE BELOW. 1.2 THE TOTAL PROJECT AREA IS APPROXIMATELY 11.2 ACRES. NO UPLAND REVIEW OR WETLAND AREAS WILL BE DISTURBED DURING CONSTRUCTION. 1.3 THERE WILL BE NO PHASING OF THIS PROJECT. 1.4 CONSTRUCTION OF THE PROJECT IS SCHEDULED TO BEGIN IN THE FALL OF 2003. COMPLETION OF THE PROJECT IS SCHEDULED FOR SPRING OF 2004. 1.5 ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", 2002 OR LATEST EDITION AND TOWN OF SOUTH WINDSOR REGULATIONS. EROSION CONTROLS ARE TO COMPLY WITH THE PLANS AND PROJECT SPECIFICATIONS. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED BY THE CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. MICHELLE CARLSON, PROJECT MANAGER FOR FUSS & O'NEILL CONSULTING ENGINEERS, INC. (860) 646-2469, SHALL BE CONTACTED FOR EROSION CONTROL INQUIRIES. 1.6.1 ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) AT NO ADDITIONAL COST TO OWNER. 1.6.2 THE CONSTRUCTION SEQUENCE IS NOTED BELOW ON THIS PLAN SHEET. 1.7 NO FEDERAL PERMITS ARE REQUIRED FOR THIS PROJECT FINAL INLAND WETLANDS AND PLAN & ZONING APPROVALS ARE REQUIRED FROM THE TOWN OF SOUTH WINDSOR. 1.8 THE PROJECT SPECIFICATIONS, AND DRAINAGE REPORT, SHALL ALSO BE CONSIDERED PART OF THE E&S PLAN. EROSION & SEDIMENT CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL MEASURES WILL BE: INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 3. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 5. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOILS. OUTSIDE OF THE GROWING SEASON, ONLY WOOD MULCH SHALL BE USED. 6. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED. 7. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN OF BLOOMFIELD PRIOR TO CONSTRUCTION. 8. INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WEEK AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 1.0 INCH OR GREATER. INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. 9. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4" MIN. TOPSOIL. 10. ALL STUMPS SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND TOWN REGULATIONS. SITE DEVELOPMENT SEQUENCE 1. INSTALL ANTI -TRACKING PAD AND SILT FENCE. 2. REMOVE TREES AS SHOWN ON PLANS. 3. DEMOLISH EXISTING BUILDING AND REMOVE DEBRIS. 4. REMOVE PAVEMENT AS SHOWN ON PLANS. 5. BEGIN CONSTRUCTION OF ADDITION 6. ROUGH GRADE PARKING LOT. 7. INSTALL SIDEWALKS. 8. PAVE PARKING AREAS. 9. PLACE TOPSOIL AND INSTALL LANDSCAPING. 10. AFTER SITE IS FULLY STABILIZED, REMOVE SILT FENCE. PROD. MANAGER: SEAL SEAL SCALE: DoFUSS & O'NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, 8609 N6462469� CONNECTICUT 06040 www.FandO.com #497 BUCKLAND ROAD REDEVELOPMENT EROSION CONTROL DETAILS SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICUC CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.: 23/03 MOVED TRAP HOOD FROM CG.5.3 AWP 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-554310 DATE: 09/16/03 CG.5.1 m U Z Q J w co r� c NOTE: 4" WHITE STRIPING STALLS 4" WHITE CROSS HATCHING HANDICAP (TYP.) SIDEWALK FLUSH CURB A I ___ - 5' I, 10' I, 5' 6' CURB TRANSITION 10' 15' L 15' HANDICAP STALL HANDICAP PARKING 0.80' R0.16' RO.21' I 60" 5" 1 0.20' J FINISH BIT. CONC. BIT. CONIC. BINDER BASE IE 4" TOPSOIL & SEED NOTES: TYPE "K2" BIT. CURB 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1 d4. FORM 814 A BITUMINOUS CONCRETE LIP CURB SECTION NOT TO SCALE 5.0% MAX. SLOPE - SEE GRADING PLAN I-1 1/2" BITUMINOUS CONCRETE - CLASS 2 2" BITUMINOUS CONCRETE - CLASS 2 FOR TRUCK ACCESS AREA L2" BITUMINOUS CONCRETE - CLASS 1 L6" PROCESSED AGGREGATE BASE 'k 12" SUBBASE IN AREAS OF CUT OR FILL SECTION PARKING LOT SECTION 4"1 SEE PLAN 1 /4" / FT. j ..; I�I BACKGROUND -BLUE, REFLECTORIZED 'ram I LEGEND -SILVER, REFLECTORIZETORIZED HANDICAPPED N PARKING STATE PERMIT I- REWIRED VIOLATORS G W Jl1tSJA ID PENALTY w � Q WHITE w 2"x2" STEEL TUBE WITH WELDED TOP CAP ANCHORED 24" IN SOLID CONCRETE. CONNDOT SIGN NO. 31-0629(P) HANDICAP SIGN 4" TIVE PAINT OF PARKING SPACE HANDICAP SYMBOL 6' `I� FLUSH AT HANDICAP AREA 6' E PLAN ('_I ITTr D I INIC' HANDICAP PARKING RAMP I-5" CONCRETE CLASS "C" (8" CONC. AT DRIVES WITH 6X6X10/10 WIRE MESH) 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR M5.01.1) SECTION C-C C'..I I R R TOP OF CURB 5'-0" 5'-0" 5-0" TOOLED JOINT 1/3 SIDEWALK DEPTH 1 12" PREFORMED EXPANSION JOINT EVERY 30' RAMP NOTES: CONCRETE SIDEWALK FULL CUT CONSTRUCTION JOINT r� C PLAN 1. SIDEWALK RAMPS SHALL BE CONSTRUCTED AS SHOWN ON PLANS. 5. THE MAX. SLOPE OF THE RAMP SHALL BE 1" PER FOOT. 2. CARE SHALL BE TAKEN TO INSURE A UNIFORM GRADE ON THE RAMP. 6. SAID SPECIFICATIONS SHALL BE INTERPRETED TO COMPLY WITH THE APPLICABLE STATUTES FREE OF SAGS AND SHORT GRADE CHANGES. OF THE STATE OF CONNECTICUT. CONCERNING THE CONSTRUCTION OF SIDEWALK RAMPS. 3. WIDTH OF SIDEWALK RAMP SHALL BE AS SHOWN. 7. SEE CONCRETE SIDEWALK DETAIL ABOVE FOR OTHER DETAILS NOT SHOWN 4. THE BOTTOM OF RAMP SHALL BE BEVELED AT THE GUTTER LINE. I WI TH I TRAPROCK UNDER BEND CLEANOUT NOTE: 1 /2" DIA. 18" LONG STEEL ROD TO SECURE IN PAVEMENT fi" SECTION PRECAST CONCRETE WHEEL STOP PROD. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers O ' 146 HARTFORD ROAD, 860N646 246g' CONNECTICUT 06040 www.FandO.com #497 BUCKLAND ROAD REDEVELOPMENT CONSTRUCTION DETAILS SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICUI' CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.: 23/03 ADDED CLEANOUT AWP 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJI. No.: 96-554.S10 DATE: 09/16/03 CG.5.2 Z Q J 66 0i MANHOLE FRAMES AND COVER SHALL BE OF THE TYPE AND MANUFACTURER INDICATED BELOW LOCATION TYPE MODEL MANUFACTURER UNPAVED AREAS HEAVY DUTY WATER TIGHT LAB248-1 E.L. LeBARBON FOUNDRY CO. (i.e. EASEMENTS) .11502 (BOLTED & GASKETED1.) * CAMPBELL FOUNDRY CO. " " 6502 LAPERLE FOUNDRY CO. PAVED AREAS HEAVY DUTY LA248-1 E.L. LeBARBON FOUNDRY CO. (i.e. STREET, PARKING LOTS) " 1027C CAMPBELL FOUNDRY CO. " 2927E LAPERLE FOUNDRY CO. * BOLTED SHALL BE 1/2" STAINLESS STEEL 4" COVER - SECTION FRAME - SECTION ♦♦ ♦♦♦♦ • r ■ • ♦ ♦♦♦ ♦♦ COVER - PLAN SANITARY SEWER MANHOLES FRAME AND COVER STANDARD HEAVY DUTY FRAME AND COVER. IN UNPAVED AREAS ANCHOR FRAME WITH CLASS A CONCRETE ADJUST FRAME TO FINAL GRADE W/BRICK WITH A MIN. HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" 2 COATS BITUMINOUS WATERPROOFING MATERIAL MANHOLE STEPS TO BE CAST IN PRECAST UNIT DURING MANUFACTURE. - — RUBBER "0" RING GASKET OR BUTYL ROPE JOINT SEAL (TYP.) /SLOPING SHELF TO DRAIN /--BRICK LINED INVERT (SAN. M.H. ONLY) SEALED JOINT P.E. x P.E. STUB STAINLESS STEEL STRAP — (SAN. M.H. ONLY) END OF PIPE SHALL BE CUT — FLUSH WITH INSIDE WALL BASE TO BE CONTRUCTED ON- 8" MIN. CRUSHED STONE BASE SECTION -SLOPE @ 3"/FT. ____- 0.8xDIA. BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORM M.H.) -77 BRICK MASONRY OR CLASS A CONCRETE SECTION A -A SANITARY_ SEWER MANHOLE I AWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED ° -d a ° ° a 1' a- ^ . ' a- 4° a - a a a ° ° 77 1/2 C.D. PIPE 1/2 .D. PIPE d _ 6" AIN. 6 C O.D. 1' PIPE 1' NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0,5 TO 0,1 SEC-1 AND ADS OF 0.43 mm TO 0,22mm AND SHALL MEET AASHTO M288-96 APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.)IABOVE TOP OF PIPE. -SAND BLANKET PIPE, AS SPECIFIED 3/4" BROKEN TRAPROCK FILTER FABRIC (SEE NOTE) 12" SAN4MIN.. 6" MIN. :..� . 1' 2'-6" 1' PIPE - IN GROUND WATER TYPICAL TRENCH SECTION (NEWER 2-#4X4' 111" 2'-4�" 111" 3" TOP i RE CAST CONCRETE UNIT ADJUST FRAME ELEVATION a WITH CONC. BLOCKS OR " BRICKS, 6" TO 12" 3 5/8" 2.- 3„ 2' ALL JOINTS TO BE I r POINTED FLUSH & FULL i PRE CAST CONCRETE OR CONCRETE MASONRY UNITS 4' MIN. POURED CONCRETE OR PRE CAST SLUMP OR SLAB (OR EQUAL) 3500 PSI • Q• I' 6' 6" OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". FRONT ELEVATION 2. WALL THICKNESS SHALL BE SUMCIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. SIDE ELEVATION TYPE "C" CATCH BASIN NOT TO SCALE DEPTH TO INVERT VARIES SEE PROFILES 6'MIN PROPOSED GRADE rmvcmuvl 0 �JIV1v vm LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" GRAVEL BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 C BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE 4' j N. T. FRONT ELEVATION TYPE I 12" or 15" -NEENAH GRATE R-4441-1 12"X12" HEAVY DUTY SQUARE GRATE FOR (12" PIPE) NEENAH GRATE R-4550 FOR 15" PIPES NOTE: YARD DRAIN BASINS TO BE ADVANCED DRAINAGE SYSTEMS INC. ( 1-800-733-9554 ) MODEL NO. 2815AG OR APPROVED EQUAL YARD DRAIN N.T.S. PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATIO WITH CONC. BLOCKS OR BRICKS, 6" TO 12" ALL JOINTS TO BE POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 P 6" OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP yr rirc- SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10 HIGH IS 12 FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE SIDE ELEVATION "C-L" CATCH BASIN NOT TO SCALE PROD. MANAGER: SEAL SEAL SCALE. ir[13DFUSS & O'NEILL INC. Consulting Engineers 9146 HARTFORD ROAD, MANCHE2 9R, CONNECTICUT 06040 www.FandO.Com #497 BUCKLAND ROAD REDEVELOPMENT CONSTRUCTION DETAILS SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICU'r CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.: 23/03 TOWN COMMENTS AWP 0 DESCRIPTION BY REVISIONS GRAPHIC SCALE PROJ. No.: 96-554310 DATE: 09/16/03 CG-5.3 m U Z J FIXTURE: ARCHETYPE, MODEL # ISA/SAR2/175MH120/BL-P 16' - 75 WadSAN "Z . ri Metal AWkk EM7, Clear, fvled urn Base 15,500 Ir itk-�f Hr,i' r tr l LumensSAR SET 10. 525 Winn Horizontal I...UrT)PrI:S ANSI- .:ode M5 »17 _ Catalog Nos, IAIS,AR2117S 14 Longitudinal Distance in tOounfing Heigt s 1SF-T2f'1761 H LIGHT POLES & FIXTURES .08 +0.21 +0.50 +0.89 +0.89Q.56 i 08 +0.24 +0. 80r + 1.1 (D #491 � z � 0 1 .14 +0.31 +0.75 +2.00 + 10, +2.4 PROPOSED ADDITION FOOTPRINT_ AREA= _6;240--SF " _ SECOND FLOOR AREA= 4.SW - SF .15 +0.30 +1.04 +3.10 + 20L +3.1 TOTAL FLOOR AREA= 11,040 SF FFE- 93.80 .12 +0.30 +0.96 +3.30 36 +3.1 .17 +0.53 +1.46 +3.38 + 67 +3.1 .18 +0.46 +1.43 +2.92 +4 22+4:47-+3:31--+3 1-+3:6-1-+2.89+2�24--+2:96-+-3�.32-+3 1-8-+3;10 Z-42-+1-.-1290.56 +C 51 +0.07 .15 +0.38 +1.1&+2.29 +4.90 +3.96 +3.62 +3.12 +3.50 +3.99 +3.60 +3.90 +3.56 +3.30 +3.20 +3.10 +1.80 +0.89 +q.40 +0.12 +0.14 +0.38 +0.91 + 1 '%&J+ .1 f�2.48 +3.37 +3.22 +3.42 +2.97 +2.54 +2.85 +3.42 +3.30 +3.10 +2.00 + 1.27 +(p.89 +0.07 +0.19 +0.46 +0.90 +0.96 +0.94 + 1.33 + 1.08 + 1.36 + 1.26 + 1.32 + 1.27 + 1.19 +0.96 + 1.04 +0.75 +0.66 +0. +0.02 +0.08 +"UB +0.33 +0.36 +0.51 +0.46 +0.30 +0.52 +0.52 +0.48 +0.39 +0.41 +0.30 +0.30 +0.31 +0.24 +0.2 32 +0.12 +q.22 +0.07 +d.10 +0.04 +0.00 +0.03 +0.07 +0.11 +0.11 +0.15 +0.15 +0.10 +0.21 +0.22 +0.16 +0.22 +0.20 +0.12 +0.15 +0.14 +0.08 +0.08 + .05 +0.02 SNET49 0 „ SNET50 FOOTCANDLE DIAGRAM SCALE: 1 "=20' PARKING LOT AREA Label ColcType Units Avg I Max Min AREA Illuminance I Fc 1 1.42 1 4.90 1 0.07 RECEIVED NOV 12 2003 SOUTH WINDSOR PLANNING DEE-PT. LIGHT PATTERN PROJ. MANAGER: SEAL SEAL SCALE: 00 � FUSS & O'NEILL INC. Consulting Engineers 1063 51f p O 14s HARTFORO ROAD. MANCHE2469 CONNECTICUT 06040 jsso.s4s.24ss www.FandO.com #497 BUCKLAND ROAD REDEVELOPMENT CONSTRUCTION DETAILS SOUTH WINDSOR REALTY CO, LLC SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: N.T.S. REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: 07/03 FOOT CANDLE DIAGRAM TMP VERT.: 23/03 ADDED SHEET AWP 0 GRAPHIC SCALE DESCRIPTION BY REVISIONS PROD. No.: 96-554.S10 DATE: 09/16/03 CG.5.4 C U O 01 co co co X x N O c� U _N RS Q 0 co 0 0 N co a 3 0 0 L co Q r Ln O cn Lo Lo co 0) CD m 0 111milimm: FRONT ELEVATION 1/4 1= 1 — 0' REDDISH —BROWN BRICK (TYPICAL) MEDIUM GREY GRAND MANOR ASPHALT SHIINGLE I TMUAL) / T WINDOW HD. HGT. 8'-0" A.F.F. ............. �I LIJJ II ll�J '1�llJ �........... I" ................... ... '� t � '1�1J�JJ � J1J '�I�1�J 011111 11 11111mi 111111 WINDOW HD. HGT. 8 —6 A.F.F. WINDOW HD. HGT. 8'-6" A.F.F. TOP OF THIRD FLOOR SUB —FLOOR ELEV. 22'-0" I UP VF SECOND FLOOR SUB —FLOOR ELEV. 11'-0" TOP OF FIRST FLOOR SUB —FLOOR AD STffT� r-. 0 LLLV. —U —0 0 I 0 I 0 00 Warren Meister ARCHITECT 22 Kendall Drive, New City. NY 10956 845-639-7321/I-ax: t�95-639—%325 PROJECT SOUTH WINDSOR OFFICES 5 U U I I --I 11VI IV D S U R, C; I. DRAWING TITLE FRONT ELEVATION DATE: 03.03.03 DRAWN BY: FS SCALE: 1/4"=1'--0" JOB NO. DRAWING NO. Am 5 n A rr REDDISH -BROWN BRICK (TYPICAL) MEDIUM GREY GRAND MANOR ASPHALT SHINGLE (Tr ICAL) .T:,... .:...i........: C...v-..�....�....h...v...'.... ...k. J. . n .t ... .,.......r. ...................................................................... :. _. ....A. .. ..... a ,! ...,...n...... n ....i....! r... WINDOW HD. HGT. ..... .. ......... :.�. ....::.: FH1©8 0 A.F.F. t-, . . ..... .... n i n .. ... ........ .. ... ... ... . ... V. ... : C-3 �. n -�......;... n..:..Y..n.....:........v...:::.. , n 0P OF THIRD ..:::: ::. CD ............. LOOR SUB —FLOOR n , A r - 7 a WINDOW HD. HGT. ......... ........... .......... ..... ....... T .m-.._.. » _..._ @ 8�_ 6 A.F.F. :..._ ... _-::..::. __._.... ....._ ......... ........ _..._.... ........... ..........::. o OP OF SECOND LOOR SUB -FLOOR of LEV. 11'-0" WINDOW HD. HGT. ........................... ......................... ............................ ........................ _...... ....._... _....... ........................... @ 8' _ 6" A.F.F. ............................ _............... ._...... ......... _....... _.............. ......... I 0 OP OF FIRST LOOR SUB -FLOOR - - - - - PD?F EXIST[W ............ ............ RA OL 00 LEV. -0'-8" D,� SIDE ELEVATION 1 4" = 1'-0' 1771 Warren Meister ARCHITECT 22 Kendall Drive, New City. NY 10956 845-639— 7321 /Fax: 845-639— 7325 PROJECT SOUTH WINDSOR OFFICES SOUTH WINDSOR, CT. DRAWING TITLE SIDE ELEVATION DATE 03.03.03 DRAWN BY FS SCALE 1/4"=V-0" JOB NO. DRAWING NO. 16 N�M 1 MINEWEENNE IEms; m= REAR ELEVATION 1/4 i= 1 - 0 .........'..y{ %h.... .. ... A �(A......... . m_ ---.,„ .—. ■---■�■ ■-- AM .�. REDDISH —BROWN BRICK (TYPICAL) MEDIUM GREY GRAND MANOR ASPHALT SHINGLE (TYPICAL) WINDOW HD. HGT. 8' — 0" A.F.F. WINDOW HD. HGT. 8' — 6" A.F.F. WINDOW HD. HGT. 8'-6" A.F.F. TOP OF THIRD FLOOR SUB —FLOOR ELEV. 22'-0" TOP OF SECOND FLOOR SUB —FLOOR ELEV. 11'-0" TOP OF FIRST FLOOR SUB —FLOOR jP F SU _ - TffT� ELEV. —0'-8" 0 I 0 1771 Warren Meister ARCHITECT 22 Kendall Drive, New City. NY 10956 845-639— 7321 /Fax: 845-639— 7325 PROJECT SOUTH WI N DSOR OFFICES SOUTH WINDSOR, CT. DRAWING TITLE REAR ELEVATION DATE 03.03.03 DRAWN BY FS SCALE 1/4"=V-0" JOB NO. (DRAWING NO. A=7 �j OP OF THIR LOOR SUB— LEV. 22'-0" iP OF SEC( OOR SUB— EV. 11'-0" OP OF FIRS LOOR SUB— N 0-0 PD?F S ELEV. —0'-8' SIDE ELEVATION 1/4 ps. = 1'-0 Warren Meister ARCHITECT 22 Kendall Drive, New City. NY 10956 845-639— 7321 /Fax: 845-639-7325 SOUTH WI N DSOR OFFICES SOUTH WINDSOR, CT. DRAWING TITLE SIDE ELEVATION DATE 03.03.03 DRAWN BY FS SCALE 1/4"=1'-0"