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01-12P_DEMING HILL ESTATES OPEN SPACE SUBDIVISION - SECTIONS 6A & 6B_DEMING STREET
fWN A#I%k �® VM NM � � Rh I'lli.l A>l�[�ibtx �� �1f if ill4Il111itn, �th almiil 4Q1N V7 11 b C 1�iL �, �I ';!� , 14'L t , cl�111�11` Ili II, L I U L 1?ein.ing st a tes OPEN SPACE SUBDIVISION SECTIONS 6A & 6B IF) 7- MNA Tf Zoning Data Block ZONE: AA-30 LIMITED RESIDENTIAL ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area — 105.23 cc. Lot Area 25,000 sq. ft. min. 25,050 sq. ft. min. No. of lots permitted * 115 lots max. 97 lots Open Space * 10 ac. min. 23.55 ac. Lot Width 120 ft. min. 120 ft. Lot Depth 125 ft. min. 125 ft. Building Height 2 1 /2 Stories 2 1 /2 Stories Front Yard 50 ft. 50 ft. Side Yard 15 ft. 15 ft. Rear Yard 40 ft. 40 ft. * Zoning data block notes:f ti, 0 en S ace Subdivision Calculations A, i —--- --- --- --- --- r. 0 * The Gross Acreage (GA) is the total parcel area (105.23 ac.), minus: 10% of the total acreage (10.52 cc.); wetlands and regulated watercourses (13.10 ac.); detention areas (0.25 ac.); utility easements (0.00 ac.); rights of way (0.00 ac.); and slopes in excess of 15% (1.5 ac.) ]. GA = 79.86 ac. or 3,478,701 sq. ft. Maximum number of lots permitted: 2 I'70 7n -f [L -1 --i ..A L.. Znl n Ar% i1 — 1 9 C, lots allowed J, +10,nU I Sq. ll. UIVIUCU Uy JU,000 sq. I I. — I I..J IV IJ a11VwGU IIIUAIIIIUlll. 97 lots proposed men space_ required: Because the average lot size (32,413 sq. ft. ) is greater than the required lot size of a conventional subdivision (30,000 sq. ft.), a minimum of 10 ac. of open space must be provided. Deming Hill Estates is providing 23.55 ac. of open space. NOTES: THESE DRAWINGS ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLIGANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE F-XPRE55 WRITTEN PEFZM155ION OF DESIGN PROFESSIONALS, INC THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRE55ION SEAL OF THE PROFE55IONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB--20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORCED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. if TO THE BEST OF MY KNOWLED BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD . MARTEL LIC. No. W N LD) R (C U0 E (C CU E5 (0) e'' ef e el OWNER / APPLICANT CLARK REALTY, INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 282-0628 ECC�ryCTp/V R �n \ / ) N O F� �Z I CLARK UN C04�M o T JI 04 T 0 W N 0 Q 1 �1 sccrrT P� cti o��A DRIVE r IILL SR[ EEZY H 0 << � O E ERA, U CID „} �e- -9 .e- S/ TL- —S — 01k' 4I A X ( NES TER L O(!�A1t11 DNJ PLAN ��v y v171 PO \ Lap "FLAk) HILL" SENIOR HOUSING Sly ? 3CAIX rr w prepared by: esign rofessionals, inc. Clvil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 1 PLANIMETRICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax: (860) 674-2693 foll-17 Ass 00 aa7TR9 a� PLANNING - ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (860) 397-3600 FAX (860) 397-3642 SHEETINDEX 1 , I T . '-` r -� ✓ F-'� REV: AUGUST 6, 2001 f a REV: JULY 25, 2001 r REV: 1-1.43%-y 11, 2001 DATE: MARCH ib, 2001 1W F: /JOBS/C514/5ECT1ONb/gC514sxnb-cv.dwg SHEET 1 _ r a. x ,1 S x �p r� i} +dr: i 't^ , ter: ff ,41 F�i` r b ,. * .. "a a , ':ic w r.�q. ,_ .;..`i.., 'if, ,'M ... ,1 'a T. vi.J i. r^i<?.= "� •o-Ja :�-;u".:w;•�. +S �• � _ .. , f l r: y = ll ! .�y R' 1 � i.'• d' ; '4 a : t.'a,: ,r'ar .t: i`:`-•'r •,a,-�:. .:fit:' .;�•... t.,V4.' : J+� .w -?t >•' '� ..t.' SK' � 'i., '+;% , tr. 1,?. 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E1kf�'`y',fbj4gV, ,tR 1)i:#1. ttb r1`=' r 2, d .1 4i �.it•t. '4Y k tyam(''`•Ys' S}L'1'aRiy�^ rzl �qr:r0. k�� 'y� �"4�7g-�, ;I��:,�Y � 'la"'I q i " , 1 r, .L ti fS R . t. 'f •. _ S .lM N�` k .; Af � 1 •• _ �h.'. aK'=M J.}' TA •b+'iL,a. - .4.... t" , y i3 t i S FF f a ii'L`Irl ♦ ' t��,l \ +r c r F �Ti 4+ a•4ti y t lug r N F RUTH BORTOLAN FRANC/S H & ELIZABETH ROWE �'T NF / r d h " ,1 ~ ELDA & HENRY t v \ NEL SON N/F Y (� L OIS H. PETERSEN N/F N/f SO N/F SERGIO A. & ANNA A. I10AN M. G/RARD O. GAR NAJERA N F DROWN JOSEPH/NE & OLIVE'/RA OLI VER F +W ! n+ r JI ; ANOREW V & GIROUARD N/F KRIST/N H. KRISTOP/K MA TTHEW T. & AMY D. +►., t, �- `:' .- - BROWN '` > r 5 r• W `Y t f /sY >}` ii *�;i' —�-�_ - _DFI V �- 1 - - J -- = N/F ., - STRE MANCHESTER /-84 _ ASSOCIA TES NIF FNlf IF LAWRENCE W. & ANNE M. .fix - i j { t j 4v: y $ N F MA ASSOC/A TES $4 BURGESS s FL r* l N/F s., + ti • a+ + 4* , r' 36 MAN STER 1-84 GISELL£ TURGEON O O N/F AS TES N/F i Y SAW.* a x n.�. R 48 I — SOCIA of I (� . " . . Y �` I I L� ;, �"• MARGARET W '. I ,v.,,� R I - d' I sa I L� 'u�,, R R I MANCHESTERAll TES 84 BURGESS ?sey 1r.., -.+,, '..;„ e ✓"'^ r'Kabw. rt c '�'��.`A' r_ f �.5,� ��s __ I ��� .. �i �. f. rs'�{ �, "'���$tili . w �'•-d$ E ,�';.��. /.` : !': . 1 � � � i I I I I 1 ✓UM1fy" - �i ;W--'r,''�`l'y,:Gf.: x �{a"r x ��F�r. `. r;{._. S4^•..a ,,.i _ r _'`•;�x.''; .-.r N/F r r I 1 Nv�,, SP: , MARSHALL, ROY A. & JOY A. 1 ;*y7... r rl .r ` I 53 52 t i LOYAL VENA % v " r / 33 ✓ONESjz OR /_ � / a7 54 N/F —J L N/ MANCHESTER /- 84 MANCHESTER 1-84 ASSOCIATES ASSOCIA TES t>w�i ' _ I * +f ,F' r'• �z III 44 11I F_ F N11r I 'L70"nnw.R GAM ILL, JOS£PH & L YNN I I I N I Q N F r "r JOSEPH A. TOCE V --^-' J I MANCHESTER 1-84 J MANCHESTER /-84 ASSOCIA TES ASSOCIA TES .... I F7 Tl ii 1 F +l f —1 F 849 N/F 56 ��owIN REALTY LL atlrw • ;� � � L..____ __.___._-_..._J �'� ; L_._i L,_._ J J �._____ N/ F � N/F MANCHESTER /-84 -- / MANCHESTER /-84 q * y I j I ASSOCIA TES ASSOCIA IFS I�-R ;- I �.R 1 t I �I I ! I ��rt MANCHESTER 1-84 } J N/F (� I — ASSOC/A TES ,z NC'Y T 57 N/F � � � R N/F MANCHES7ER /-84 O51 1 "° ""; w 59 MANCHESTER /- 84 ASSOCIA TES J I N/F R I O ASSOCIA TES MANCHESTER 1-84 a> ~ / an �` N/F an « ASSOCIA TES JLM w A w L � J �J LCLARK REALTY, LLC - - "- - t - _ I L - J Lo— ROAD L OOMIS ROAD) / (PROPOSED L OOMIS ROAD _ _ I .` N/F N/F LAWRENCE W- BURGESSIvIf ' d ` I IF_� F_� F_� F_� F_� F-1 F___1 N/F MANCHESTER 1-84 /f / MANCHESTER 1-84 ASSOC/A TES N� rY ha �'�•� �" '� ti � `r � 'MANCHESTER 1-84 i ASSOC/A TES ASSOCIA TES all- cd tt + r T > xJal p rt ! i ry i y. ��. �, ��,, d, -�1 q• R ;, ��", ( o».r_ / // I ;r, ,r � 28 l O O 89 I � 88 , i'•J`a:,, t Yw- 1 i a I n ; ' I "' IJ 87 O 66 85 64 63 r �t V1 'v..i X f0.a1IwR 1� A! ,• .i. f , T / I / 1 I u, •J I L a« R IL taaar w rt �w rt 60L� L J J J s J ---- - _ paJRm rt J �� 1 CLARK REALTY, LL N/F J {j MANCHESTER 1-84 1 I A SSOCIA TES Am I •Q 1. I N/F , k T / / MANCHES7ER /-84 �* I I � � ` � � I ASSOC/A 7ES / \ Q 191' OffN SPACE LAND JQ Q, AC I a..» w s I LAWlO 0.r O£EDIm .IV S£C1KM5 , Y as M 7W SOUnf i MS09 LAND -- / CONSMAnOV MVSr, uvC OR OMR NO7E.' h ,' J I I — --- 1 ACCVV Asr.£ aecAArzAnAv SUBDIVISION POND ESTATES i LAT _ � I I — — �BU/ROCK /S APPRO<'£D, NO 10 — — "i. f �',�`>�•i4.' '" �� i�.;#'1��I'�����j+1 3.'F�'� � Y w. a► .�T <2 }`�,2T �if�5�''C'E�'!`^5 rktv'� i 6b� 0 i 4• 9 `_ ' atMD w rt +.•�'- ' /''�ic:.,ln "� — L� `"` OPEN SPACE LAND (CURRENT SEC770NS 6A & 58) -- f/�� N/F ti MANCHESTER l- II ASSOCIA TES 84 KAU R IV .< ' UNLESS OTHERWISE NOTED. EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE '860) 291 -8755 , SHEE7 ��.. LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE --- REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF COMPILATION PLAN Deming Hlll 'states $' INFORMATION. ALL, EXISTING UTILITIES SHOULD CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 100 0 50 100 200 7.. ALL UTILITIES ARE 70 BE STAKED IN THE FIELD HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE KEY MAP OPEN SPACE SUBDIVISION ~ SECTIONS6 3 8--6-01 REVISE BOUNDARY INFO RJN FIELD SURVEY MAY DISCLOSE. ( IN FEET) :pesign ofess�onais Inc. BY A LICENSED LAND SURVEYOR PRIOR TO 2 7-13-01 REV PER TOi�1v COMMENTS KMl ! DESIGN. KM/ DRAWN: MHA CHECKED. RPM a }��y� �P�9-+��+P�S / r CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ;.,�►, - inn f+ _ _ _ - I�'. II 1\�Il� 1T IZ II R III. I�. II 1 L 3, THIS PLAN !S INVALID UNLESS IT BEARS THE 1 ... . _ _ .�o�.>..., u"`�`� " .....--' 5-11•-01 REV. PER TOWN COMMENTS KM/ 12882 i "-- '" a JOB NO.: YU-.�14 DATE.' 1ANUAKY luu7 j 1 D IMPRESSION SEAL AND ORIGINAL SIGNATURE civil engineers planners surveyors —`-+----- f,; OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION Bi RICHARD P. MARTEL LIC. No. ? 65 south satellite road, south wlndsor, connecticut 06074 DRAWIVG NO.: /05141SECTION61514-2. dwq SOUTH WINDSOR � CONNECTICUT / ,/ n TILT9 ■ RUES 7. ,naf N/F LA WRENCE W. BURGESS •w, t �' . ,� .i y at 30 I{f xarewR I ^~/ w aa� « { - V4 - J W-Z�' C ARK REALTY, L L .0 219 9I i— ii 1 V z7 aiwn w R, A'EN SPACE LAND ^^ 435,664 S F III -.i (26) a 1 1000 AC ,a,acw LAND TO BE DEEDED. W SEC77ONS I & 2 a°1 i ro rw SOUTH WWSOR LAND CCWSERUAnAN TRUST, ANC AP OIFLER ACCEPTABLE aecuwzAnoN IT rim w R F— — --1 -- ---] L N/F402 I I 's3'nlw}" DAL WADI L Q 57 O ,am w R i' 41 t5:i O �wr�., N1, �. R r' CLARK REALTY, L.L.C. L OOMIS ROAD 66 I p85 I 84) J L J L l6 62 N/f MANCHESTER 1-84 ASSOC/A TES i* v I+ R IawL Il N/F MANCHESTER /-84 ASSOCIA TES — Lo I - - L OOMI S (PROPOSED I I N/F WANCYL, IttR 1—U4 ASSOCIA TES 61 (60) II N /F MANCHESTER 1-84 ASSOCIA TES N/F MANCHESTER 1-84 ASSOCIATES N/F Q Q MANCHESTER 1-84 J ASSOCIA TES v� O a N/F MANCHESTER 1-84 ASSOCIA TES �J ROAD ROAD) N/f I N/F MANCHESTER 1-84 MANCHESTER 1-84 ASSOCIA TES J ASSOC/A TES / N/F / MANCHESTER 1-84 ASSOCIA TES JRDI NSION POND ESTATES T RED ROCK IS APPROVED, T BUIL T. _ a.v < OPEN SPA CE L AND (CURRENT SECTIONS 6A & 68) 9.4 oc G 89 Jj117.{ R \ atwM 14 w OL CARDAM WA Y A EN SPACE LAND / i-71 /f LAND TO BE A�ZIEO / '; — \ TO ME SOUTH WWSCR LAND OPEN SPA CAh10 / aN« J 70 CANSERVAnav (RUST, wC OR O 4.TA664 SF N/F ACCEPTABLE ARCAN/ZATKiY lOg9 AC OPEN PAS LAND / MANCHESTER 1-84 ASSOC/A TES .va. « R LAND rO SE DEEDED, M SECnANS I A• 2 & JOHN FINGLILERRA : atT w TO 7H£ StX/1H M/Ab5Z714 LAND d' 200 BAC F i ,2 CONSERVAnQV 7RUSr, MC. OR OTHER 71 wC PT n LAAV TO BE DEEDED, IN SECRONS 3A h 38 O� B6 CE ABLE ORCMYZA OY rO 7HE SOUTH WNDSOR LAAO • a7aw ,''�, xaarw R // ,tn,w R / CONSERIVAnON 7RUSr, INC OR OTHER / Aa FrABLE O C"ZAnON / \ 22 Al, 44V 1tllM w R �'v, t: urOv o / soft 201 , xz 18 Jy / A 75 at�w � \ O � • ;� 7 ALM � R .Waal w .. `_ v 82 aN 'Rauw.R 79 •` I N F "IurR, TRAMMELL CROW COMPAN Y ftAv 1 � o 96 I 4 9� / SAC 94) 93 j 1% a 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20- 3006 -1 THRI; 20 3008-20 Of THE LOCATIONS AS SHOWN, ARE BASED ON AVAILABL - - - -- - 860) 291 8 J5_; -T —T--- RFGIIIATIONS OF CCENNFf.TI(IIT --- 1.--.,—.-- -- "ulNluClu S�sur�hPDS cnP 1-1111Y1, 1- �.:Ao1 :Ni ruE ;7ArE 0i INFORMATION. EXISTING USHOULD ETCONNECTICUT ASSOCIATION CEO1 INC. THIS COMPILED GRAPHIC SCALE BEFIIED VERIFIED PRIORTOCONSTRCTIIONFROMOTHERMAPS,REORD RESEARCH AND/OR OTHERSOURSOFINFORMATION.ITISNOTO BE CONSTRUED AS too .Ou 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ,j 8-6-01 REVISE BOUNDARY INFO RJN HAVING BEEN OBTAINED AS THE RESULT OF A I'tE1D SURVEY, AND IS SUBJFCT TO SUCH CHANGE AS AN ACCURATE esign FIELD SURVEY MAY DISCLOSE. BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET) CONSTRUCTION. fr1ofessionals inc. ? 7-23-01 REV. PER TOWN COMMENTS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 5-- I1-01 RE. PFR TOWN COMMENTS KMi 12882 1 inch = 100 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE �- --- civil engineers planners surveyors OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road, south windsor, connecticut 06074 I 1Y, + y "w aRM, M R aN .� I � 1 COMPILATION PLAN KEY MAP DESIGN, KMl ORA WN: MHA CHECKED. RPM JOB NO, 90-514 DA TE. JANUAR )', 2007 DRAWING NO.: /0514/SECT10N6/90514sxn6—k u / MANCHESTER 1-84 >) ASSOCIA TES / / b / �EaFF T Uem ng HZ11 Lsta tes3 - OPEN SPACE SUBDIVISION SECTIONS 6 DIEMRN(G STRIEET 16 SOUTH WTNDSOR CONNErICUT v _ I. .�, k ,4 ft .art, dr . II I. , _ , a. f• N+^ ,,._I .fib, :.- .C'.:R' q .,.. :. i".�.r ,.. 7.'.- .I ! +',MF E+ .ft. r { .) - _ �, ,` T't ,w, '� :t r i�,y �I ,�Jl';v fir: '4 S ��,:. r� - T� A j . y'f y. N,e� 'Y. �. I L . r. ".: C ,� •�iPY f� -� ,.��•r I 1 . 'ASP' . MAP REFERENCES. /*� �,�11 �ja fit, ,.� j s ► 3 :t } r• -a rt,,,� ,ti� _ `'-L`i� t w!t4 �4�,`� i- . 1� •A f,: +c I-'14 �A. �•t.A►,rir.;`y � t r � st_r *+' � � . - 1. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR; - a `; :. ..' j`; ,�': .*&"7,•91 i s!")+.4 cF;,t. ' CONNECTICUT, SCALE:1"=100', GATE: 11 /20/92, MAP N0. 9021" PREPARED w i' _ + ' # � �, ' ' w �- BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT ,; [: y <', 4. '��":T',ti� 6 t "�s t .'r; A c *` s, * 'S .�.i'1 , ) 9v a H. a f + �.•� sti' • {. r - r v °? 5 `-,40-','.-. - . 2. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES ' fi' . `+yla "" '�" .�., F"t� r as r.p4 f ,. ..;,' :.�,r,, Y ;. d L>'s .. . HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT, k, `'';, '� ,$,: r!+, jq F s , ^' - , , . SCALE:1"=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET N0. y`4 r * " i 7"' t r 'F A - ' k:# q 1 OF 1," BY GRISWOLD &FUSS, INC., MANCHESTER, CONNECTICUT+ `", !n� t, ', �`.;,�, y, , y, ` .. 3. "SUBDIVISION PLAN MAP OF LAND, PREPARED FOR THOMAS M. BURGESS kr „� ' _ '' ��, r r _ } . RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100', .,. , , �` — ` f:�* i '� - " - A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED 1y �, r 1, , `,, f' s, � � . . BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. i �; , ,+. , [ 1 . i k � w a: w+ �} Y i 1 t F> ; 11 ;. Y` +',, NOTES: *, �at.,.� r. °. � : +' ` , _`cFz;' r`;; +r t ,_- tt.4 , q ,, " i 7 x: 7 • .°;jf° - �_,. �4 'fib. T 1,� i,. ! ,) , . t - - SEE PLOT PLANS, SHEET NOS, 6-12 FOR INFORMATION ON �� ' `?° ,'" ...,. -_ , . `J . r k R Y' (t ,� . Ll A is a b •, , ESTABLISHED STREET LINE ON DEMING STREET. i,4 L } r t 7 °�.. , r f �` _ a :+ r. t r �[ t r "� r •R p .I'- t f t r of )011 v[ �. y���� L 'f, ti t+- i 1 4 > i F ,i ... ♦5a1,^.; f `:V +$}[� J` 0L, I'..ro` 1* t � ,4, ,. ,o _ 4, t!° ! + f t,,t��,.. .� y �tf`'yh j33kk -ir dv ry ),,*t�, . if ya L'� 1 .. ) ,i •-7. f: G 1 i 1, O'. m < ; ,,�, r --- ET Qv 42 r •t�lV1�-- 1 +{'r' ei � _ t �.i. ,sr EXISTING �N'4-363 •no62' +SNET Co. SNET Co y 9, r.,.'ta ... :^�,[+r•i"� % tfA �� kt, )r Lt%'3. . EDCf OF PAVRIENT%•) N2 2 --�No. 360 SNET Co 1 t '''r r) No.. 359 1.c ., : � v r' , , ,' , • — — — — — —----■_____. _ - --- — STREET — -- — — -- _ — — -- --- — — — -- — -- n. _ — LEGEND �_fi}�,�,;� '#� ;,° L 3s93o ::—_ u - _ _ — .( ,t. �- a ; ~ '� a +•• { . n ,• �t EXI�D G w+, x _-- S T� o. 3"43S4 --rvq" c N-- -Co- SNET Co. --- i �i,, ` n 3'}� % t ' I 91. ` Y r ., •YY24 ill l SNE r""+t o: Y r �f 1 f , {$v' No 353 r - } r. • a , . x V • i L T. ` EXISTING No 355 �� — — du- 3�y • EXISTING IRON PIN `11 �' +� Wda s, r r> a: Ho No. ." ■ EXISTING MONUMENT °7 4e C �� ,�`' °� 'r -, � ` N 358612.32 !� ENtw 443 ,� t , , ,- ,-j �+ •i E 656047.78 31 EXISTING UTILITY POLE„ � ,:may" �` ' -. ` ". i r`'' C� fi ,� .. , ._ -. . , i. - Ka Yr #. .: ?r 4 } - 4 `t IVF ' EXISTING= No�2oa6 1 / r f< t,. $%y ,` SHED +r� ', L L Y i THOMAS M. &MARGARET W. w ��/ �� q, Y 4� }i s ,.. , } ». _ 1, ` ' , �, ° 94 `� , , w I { , . , BURGESS EXBARN G T Ttr i 4%7� F j , ' 4?k+Y�ll , ; , y • 6 `i } ,' t L E � G a e e, ` �q 'I . ", Y,J• 3 i t ° --r v 0 1 ,A: .'� K..T , F- [, ,, d ' ' zd' a n : ,t•: p -i k �, .. s,t . S ; [ (' 3. ..s_ �':II:rMr, :.'�. �i :;.i.� k.i,+...F.TdT.; F� :f' �•i'`Ty , 1., , `" .• +1! .r.; r tt e .1. n ' 1. tAr I `f•i s' ,Lc^p. r M� a }, _ ,14.- ° o - .t rY y4ifit v . • F ¢ i -- 7 i , . . . i , H '°` - � r ; < r: ' : J <114::. - 11 .. " r y , 4,' y' a I't r"` 9 P. _Ail 4 1. ' r'4 y9 ' . 2 e Vu f. 7'" .,{ 'J i,tiy,. ,7' # 1 f +r,' ° w1 ..Y - I +i fTr, .m '•' s .- �, v J, s 'r 5 y . Z + , +tav`,J+.17i, Y• u l+,I+rC y,`�',,5• r i '� 5•, r _y 5 h II �j ..1. 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'. v.'s': 3 le)T rip i : �".' i• ti,?{q°t.}'rk'-. ,l,y jI-,Trr, .r)- t-�. <i16rJ Y �, �.v y4 . +j L, .: fie. 'f.;ry{ x. , ", i .� Ai R t '4# !. � Y R r Fs " t �' , Syr` [ z S � 1 ) e t e • C. ', �; "Sam". yc6� , �, ;A,�r art x �,, 1jy * .k b� y ��; `' 1 -1f i I, 41 T ti}: � IV 'P .ft'L _ N F� g ,� c +•�'q 40 - r. .c h T / : , �i, 4. 1 i i ( � 3', ' ° ' A. y li.�: # r j *,'ka y r[ { ,+dY .r. _''�t ' f'�„ a-' 1:-A ,.I.. a s ^> �n ,g `��r�A `tj� :G' q 3. 4}toll !' } .:If ) 'F -.yt �J'� � :•«f';,, �'. ,. ., A!,.. ; •. .f !,. X�*�-��,: 1i Ys.iT S Y✓ . .. .Y_TC 1. I.-`)._ ( 4.I'_'. r7r-LMHlT OC oc vcrTLc r v. WOLF I 'J d ^iIo I, I- 1* h N N/F THOMAS M & MARGARET W. I BURGESS � v o � � fA S"' m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 4 3-16-01 REVISE FOR SECTION 6 KMI 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-1-98 REVISE FOR SECTIONS 4 & 5 ELH BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 8-4-97 LAND OWNER CLARK REALTY, INC. JAL 1 5-30-97 ENGINEERING STAFF COMMENTS 4/22/97 JAL 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. i NO. I DATE DESCRIPTION BY S 59�E _ g1 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b -20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE IOU 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. L AND OF CLARK REAL TY, INC .Area = 95.16 acres or 4. 144, 975 sQ At. ,fy11esi n rofessionals, Inc. 5 ! civ engineers • planners • surveyors 165 south satellite road, soutr windsor, connecticut u607 PROPERTY SURVEY DESIGN: JAL I DRAWN.' J✓P I CHECKED: RPM ✓oB NO.. 90-51.4 rDATE. OCT. 10, 1996 DRAWING NO.: : 1 ✓OB 1905141 SEC T7ON61514— 4 SNET C. No 3501 N/F I MANCHESTER 1— 84 A SSOCIA TES I I N/F I MANCHESTER 1-84 1 ASSOCIA TES N/F 'lf1ANCHES TER 1— 84 A SSOCIA TES I N/F 0 o MANCHESTER 1-84 4 v ASSOCIA TES to 1.0 iZZ N/F MANCHESTER 1— 84 I ASSOCIA TES I LOOMIS ROAD (PROPOSED ROAD) I I N/F MANCHESTER 1-84 A SSOCIA TES I t-- --------- N/F MANCHESTER 1-84 A SSOCIA TES vIo N/F ti I � N/F MANCHESTER 1-84 MANCHESTER 1-84 ASSOCIA TES * A SSOCIA TES MONUMENT 0.5' OFF S 66 �17'1n" _F PROPERTY CORNER -�A ca J74 5,5 �,s 5 / / N/f z/ MANCHESTFI ,q4 / A SS()t: i A fE S / Deming Mill ,& mtes - HF` ' - OPEN SPACE SUBDIVISION - SECTIONS 6A & 6B) 4 , DMMUNG STIRREET X1 6 3- C U'II"IH[ WINDSOR CONNECTICUT ; Fw wok �LN Sycc+ �4 `-� Nlf HELMAR & BEVERLEY G. WOLF . rq.a r' ♦r+i•x. •s y-�wf ., .. S r-• t Za. 1Q 5`* i rti.•#S�.•O;�r`!'ir. i�`•� S: h , �.-< s� .- a �E -�F,� •'�t.'�� S +.t; , ' �! 7 r•i q3;� � � • F :. slr` j 't � }v; ,-.•"'� lP Tit'` r to `C.. �{ - i•+1��� 't, � . �?',"�' �;t.r� � � t �� #! i 4-• �` Ji�tpil+ rk "wJ �rc s-� �y���'` � "''s �r"„ j., � 'v( •�`4,,, A. •a ac t r>kNIF 1 P't'iy .r JEAN MARC IACOUES ry � �� � 3' ►�•.� { Ate � . P . A ;0 t ix �• X`Y -. ,n w.n.pyYr ;r, r�:i.t C r v § / Rr � r � 4 I' N/F 4 ' _ EARL A. & BARBA RA H. �'•�� REICHLE ti :T it Z a _ a• ?y e; +�` �t �.w► ���t �� � r jx ,dam � + ,s' p''Pi� by .{-� h:zi ` ♦ r, s : t. � �AI. �'�, r. }AIM. I,. i• "7 it �:,�' .,,'. 4t . '�\'�'f d ��`�+w o •;„�!� �,+"�i v r_,�' .tl�+ '7%-04. :t s-.�`'_rA r ',�°t����`a ���'� {{��'' ,�..r-n �` a��` i - -"�i3 r� 1,,a }.%"tx r •��. * i K ".:x may. �iI •�+" Y � '4 t .RY . ��y. -' 4 4 S�r.k� S - ),iF�. Y. iW $;• xk'ti b , t ,� m-;, yam' c��pp..,1 '>,. �'` r "�` '�; . arl i } .�1r J i #'.+ as •a4"'„ 4. nm" +q.''�.i3r';•+ • F t t,> yW'j%41 7gy rJ�l' qv : its f t Y . • k. w. , f , a i1,r r '.:i't, f r :•a, '+F '�':� �•�,t':.+ "S, y !':} s /Lt ,S '-� 9 �„�: '!`-.; i t tS'4y ry .y R► ye ti i t �.4 �i y,:. �. 1.j4* a .F> yC `yam9 =•$. 'y.r�i"(,' r 7i.�`'. ':'�':.-w�1, e:. t.%P 'fry ' S x«. IL°3l` CID MONUMENT 0.5' OFF r n. .: .1r• w? r F.:- r�� PROPERTY CORNFR 4 '• rr .R' .v ' 'x a ( .� +'rr' MTh yPV• �,tfv - >a ,er 'g e A .,,� _ �` _ S 00 L/ /V E I t z I rN LAND Of - wit. 314.56' t r *ter CLARK REAL TY, INC. S- ..9`E Areo = 95.16 acres or p c►sta't._': 91' 4.144.975 so- ft. �r 4 �A N/F ,i. MANCHESTER 1-84 "f • •� t N 9 •;� - V. / ASSOCIA TES �f ,ttir+ t j. % } Y +k , r I Flo I / Z I / N/F MANCHESTER 1-84 ASSOCIA TES & JOHN FINGUERRA I , / OTHER LAND OF CLARK REAL TY, INC. i Area = 10.07 acres or 438, 749 sq. ft. LEGEND I I / • EXISTING IRON PIN / ■ EXISTING MONUMENT EXISTING UTILITY POLE I � i / I 1� • 1 / I �• V � 70 38"55" E- S 5_ 1 47 „ E _ _ S 65_38_22'" E 90.84' S8. ,g1 415.50' / N/F TRAMMELL CROW / COMPAN Y / 1 0 / - _. -- - ---� 916.10, Y 06 04 Lc' ' a ti x ✓ ' fp r.r }'���, �D1 �r•5�� �f�M,t�r?�'�i .t� p �� / .Z'F4s. i 4 r.. C �{ '.rt Y � h lri• .� � i.) .I .Fat ••••. VJ 4 j i•`. ,-; .S WSJ, r ofr 1 "r' w! F. �� AOJ i Nlf q e '11: '4i '- a 6.'. '� •L` 7f". t y�H ,... :, ;ter;:. .� TOWN OF MANCHESTER Nlf SUCKLAND HILLS MAP REFERENCES r „r Yr� '' n• -.'.. .£tits_,4.r.:��-,7`,$'f,�� � �.r:^#. •,.- � ...�:.�,-jft.-, -r..,y •..;aa-�r•� - r„} - �. - i �a F ._•,Z cl...-,, ' .:, „.:. I.r . a�, + " ra=b -; �;:"`�L° 'k �� x � tl %,# "• �'� , ,;h e$ DEVLLOPMENT PARTNERSHIP i �_ s,,, n•.,. t , + +3 j', �• 1. "BOUNDARY SURVEY LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, �.` 41P' ,.iP . 5 t.+ .� i ��.. *� s- .., f�.y> . ,tt � ` �'*!�y'„�- ('at ::.; :.-!r:Y' fx 'Y •ie.rsc' `�'sa � - �. -e_K:' '�' '"� ��.'_^•x - .' ,' ��,ir4 ,a: t �> •r1 �.,., t ]r�, � x .�. t 4.tey -+�: :3-,it •. '" 't�•+rrAa•r%, � •' t o-`.� CONNECTICUT, SCALE:1 • =100' DATE? 11 20 92, MAP NO. 9021" PREPARED :9:: yP' r { ,�i.r., to'' "u �:a3' rf4.,�'P a, t *t �'�*, ?{ fi a sty' .L r.• {., ,� M,+ � �: •� �.}�'� s ,.; '� 's� _,•.,( �:�' �'• ;��` �„� ,r �: ,� '4-k :. � j�:;�rc �,:,z.+a ;;,, •'��¢ ,, 4 BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. r i � f4 �i•.� .� } r''° *t�eyf r'$.i'�'° ���� s�p'.�¢�'o+'�a'{'�' , _ 4 _'ti awµ' ���� '�'! wx; ti r �- �A� k t'9 i �r''3� -r.'. r � •r .. Z J±� i>< i - � �.t�. L t" , j ,,�'k'. _ i..r a! � '.. f i'^" .�.' :. ! : k.,. - .,9 � ',t. : � .'+rr/, .! '� ., . t.. �J •}. ;.y 1 p ` . t rSC•. " . ;�' -{ _ s.:�•. v _"<' nG°e'R°Jk ,s ia.•:r S l t Vltt': > 1 •>.e "4 $ H i' `.,�C 4t>'�'; a- rK r,.•. �' "' TOWN LINE MONUMENT 2. "BOUNDARY MAP �,n',':'.;; --,r;: bv, ;".. ��z.,.-.-:;.� ": l'• �.:..:. ,:. .',., ,,,,,� -,� • tJ�`- s .• ,.;i - .+•,. N 355785.11 HWY NON ACCESS s,} ,�" ,�+„ `� ::. .N , r ,,• �, � ;r .;- p.�f:�•- • , ,,�,, �+`'- -_ h„ �""-, , y _ -'At, HARTMAN TOBACCO SHOWING PROPERTY, SOUTH E WINDSOR—MANCHESTER LINES, �*'- k . Y 4 Z 1; •' jf' �;K M� , t :� r: �i t E 654.941.59 — Tr*1 1 73 R VI 1 7 HEE T O , q� ' 1. - " - r.• t,kr Yit 1' , Vwhe1 .•l`e h• r, .�k� .4 y a , y�2`'.yi":.. rJ i4iY ✓ .. t,! -' ti .'�- r ,�, �l M -:f �t }, "•: ` .Y2``Y';; - `.4 � 1. R�'�J.� , .F�! •AD� {5' i�• .. ] i �� .� jj�r^Y + d x a .'- •fi � t a'1••.� � v - - 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS N LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE �w INFORMATION. ALL EXISTING UTILITIES SHOULD 4 3-16-01 EVISE FOR SECTION 6 KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-1-98 REVISE FOR SECTIONS 4 & 5 ELH BY A LICENSED LAND SURVEYOR PRIOR TO 2 8 -4-97 LAND OWNER CLARK REALTY, INC- JAL CONSTRUCTION. 1 5-30-97 ENGINEERING STAFF COMMENTS 4/"22/97 JAI_ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE \ IMPRESSION SEAL. AND ORIGINAL SIGNATURE. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A--2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL '2882 N, �, GRAPHIC SCALE 100 0 50 100 200 1 IN FEET ) 1 inch = 100 ft (860) 291 _SO esign (Trotessionals, inc. civil engineers r planners r surveyors 165 south satellite road, south windsor, connecticut 06074 PROPERTY SURVEY DESIGN: JAL DRA WN JJP CHECKED: RPM JOB NO. 90- 514 DA 7E• OCT. 10, 199fa DRAWrNG NO.: i JOB 190514'I SEC TION6 i 514— 4 SCALE 1 -400 , DA D JAN 0, 9 , E SED 1- 0- 9, S N 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT 3. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100', A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT 1rolma7 1. SEE PLOT PLANS, SHEET NOS 6-12 FOR INFORMATION ON ESTABLISHED STREET LINE ON DEMING STREET Deming HVI Estates l nPPM CP A PP Ci iRnTVTCTnV -. CFCTTnWQ / A AR'I Tt�i DIEMRN(G S`I�'RIEIET SOUTH H WRNDSOR CONNECTICUT Q,'TICUT 40 iL .. ..- ... �� }(.'RSA• Y1T' t i # w . .715�+'��.+�•�i,v �""�N �� N' ar.f"�.�`r,�;2''��f•i ...♦ "^e. _.: . _� '4- u'n�^ •` 4!P{+•r • ,,� ,' y s ;Y}:, . +..R'•3'>11 . �.�5' ."r, } ', t a14 •a.; _ . _ sit' CONSTRUCTION LEGEND�v'. s �t tr a. A STOP SIGN & STOP BAR •s, . ;,, ;' ,, a'. a ROAD IDENTIFICATI❑N SIGN' '' C SPEED LIMIT SIGN D PAVEMENT WIDENING TO PR❑VIDE 15' TRAVEL LANE (SEE DETAIL SHEET) E BITUMINOUS CONCRETE CURBING F END BIT CURB G RELOCATE EXIST, UTILITY POLE MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 510 357430.02 656771.23 511 357443.42 656803.95 516 357424.11 656850.07 517 357391.39 656863.47 518 357237.92 657229.95 519 357191.80 657210.64 520 357226.73 657259.21 521 357179.49 657242.82 522 357277.33 657006.40 523 357269.62 657024.80 524 357083.63 656925.28 525 357075.92 656943.68 526 357275.60 657139.96 527 357229.48 657120.64 528 357274.43 657183.28 529 357199.44 657151.87 530 357227.67 657256.52 531 357181.21 657237.94 LEGEND 5D' F.Y o IRON PIN - TO BE SET F OO EXISTING IRON PIN o MONUMENT - TO BE SET ■ EXISTING MONUMENT 10 PROP. HOUSE LIMIT OF INLAND WETLANDS - - ' - LIMIT OF REGULATED UPLANDS I^ REVIEW AREA O ---- - -- -- PHASE LINE ^ ry j j ^ * , ; 25,200 sq. ft. N �' 4 Ya{ �°= eia} o 0, 57 cc. 7 , 4. 44' R.Y. e. ALL DRIVEWAYS SHALL BE GRADED TO , `; _ . s.•br4 .ifs;� , DRAIN TO THE STREET WHEN ABLE. DESIGN OF SWALES ON EACH LOT SHALL' �,'r�at> BE DONE TAKING INTO ACCOUNT THE 114.30' DESIRE TO PRESERVE TO THE MAXIMUM J.. S 6776 36" E - EXTENT FEASIBLE, THE NATIVE VEGETATION ON EACH LOT. '�'r r» " s ct , y, ,fit : ✓ S: Gf'a ,. ti i - 'iM7e',.j .' '" , • • *'� s{ 3.' r F3K �R.`w"-f 4 � � 2+• 'y'` .'1�i � H{. s.�, MvZ `y ri � } � :w "f' ,!!a�-'v�'t a° y `�. rc tt � �•": x .F' � .'�_ - . 1 f.: . NOTES, ra;l. ,y "+ , ..r Ash' ➢ n ... .- ti+' C 1 HORIZONTAL CONTROL BASED ON CGS DATUM 451, -A c 2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED ON PLANS PREPARED BY PLANIMETRICS, LANDSCAPE ARCHITECTS, SHEETS LI-L2 2 TUC 1AITCDI(1D DOf1DCDTV /Q(ll IAIr1AQY I IAICC ARE ORIGINAL .�. I nc nv 1 c.nlvll F 1wr u� 1 , / uvva.vr,aY �,,.� LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A ' t FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. ;r 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS -BUILT SURVEY 5 A WAIVER FOR SECTION 10.1.a. OF THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS IS REQUIRED FOR LOTS #56 & #59. 6. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED IN (AT(-14 RASINIS kwa. +4 � MAP REFERENCES: 1. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, CONNECTICUT, SCALE: 1"=100', DATE- 11/20/92, MAP N0. 9021" PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. 2 "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT, SCALE: 1"-400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. 3. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100', A-21 JOB NO 89-435, DATED 1-5-90, REVISED 2-7-90' PREPARED BY DESIGN PROFESSIONALS INC SOUTH WINDSOR CONNECTICUT, )'. a.t a. ��. ,.. ... „"�+4!<:,a•.. ,� `y+a�f� i'�.a'3►'_,.�, sil.t,S� 1 .'.,... �. ,.. tk°#r-'� . .. , n n a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS r LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE - INFORMATION. ALL EXISTING UTILITIES SHOULDrn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 8-6-01 REVISE BOUNDARY INFO RJN BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 7-23-01 REV. PER APPROVAL CONDITIONS KMI 3 THK PI AN IS INVAI In IINI FSS IT REARS THE 1 1 5-11-01 REV. PER TOWN COMMENTS KMI IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY OPEN SPA CE LAND a,s'S, 664 Sq. %t 10 00 oc. LAND TO BE DEEDED, IN SECTIONS 1 & 2, TO THE SOUTH WINDS L.°.ND CONSERVATION TRUST. INC OR OTHER ACCEPTABLE ORGANIZATION 1ILL RIGHT TO DRAIN IS TO BE GRANTED TO THE TOWN OF SOUTH WINDSOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P. MARTEL 12882 LIC. No APPRO WD J�-' W�DE PATH -� fee/ 9E 6iiA r) GRAPHIC SCALE 40 C -- -- 20 - - 40 80 t IN FEET ) 1 inch = 40 ft. OPEN SPACE LAND / (SECTIONS 6A&B) 9 4 cc / RIGHT TO DRAIN IS TO BE GRANTED / TO THE TOWN OF SOUTH WINDSOR. / i esi n rofessionals, inc. i Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor connecticut 06074 SUo ooW030ON FLAK PLOT PLAHS PROP. GRAVEL LOT DESIGN: KMI I DRA WN.- KM/ I CHECKED: vBS JOB NO.: 90- 514 DA TE: March 16, 2001 DRAWING NO.: 15141 SL-CTION61514-8. dwo 1 .33 L=32 90 1/4.74' T=16. _ 518 •, � 0. 55' 2. p=0�25" t7'16'36"W Rti0 5 R=525 00' ----- � ,LOOM/� 70'52'01'E - -_- - L1-NSt.985097. RU4 OA6 5 R5 D - 67'16'36• 519 L �4 Ton=1 24 81 48' A-0 5' 25; R 0.00 S70'52'01'E 4.06 Ls5 18' 21 p=00'32'21" R-550.00' L:101,9-q�- T-2.59' _Ton=� 5A 31 R1 00 Y fPfHOUSE I I 6 N I I 24,422 sq. ft 0.56 oc. 40' R.Y. I PROPERTY SURVEY/RESURVEY PREPARED FOR DEMING HILL ES TA TES 94.➢tL1'-lLTti1 W llN lLy9tL R COrtT.ttn�.T �n ��v�a IS:tUII�I +NT C�, 7 MARK h1 MARK - I . , " I I _ --- -- ____ M , - � � I I I F, - Mffll I—M, , ______ 9 x Y $ - _. Y nr :. _ I., 'i ' '-4`c="�"r`' ,h .' p C gif rrl�'-K3 rf. r9..,,' �-_:. X _14 �. 4 �w rr r 4+ r: +- sti v y, 4 i , �f ', c r 'u d .! y.. t� 4. 1t':1 > i rY, .I.`1;''' 1J,, •� y„' c t a,,% ,c` `' b `_. r'�^ A :'"F Lrr i�r`y`��+4�r •. r; irk,,.. 4%F4 :. t,�; a i t•;t r y ,. ,. �' +' . I _ ,�;. . � 1 �.� •^, (µ-. 6� •."err i,, � • i. 2, y� n ,�'4a"�uY, _ s' r4tl+1' .:tY, _ '�1- s, 1.'�, .. t- e.+> t, '.;,y,t lira+ 1 y . , ( ) .1�!", r � ' T. MONUMENT MONUMENT COORDINATES «, x 25,200 sq ft. s . 25, 200 sq. ft. r 0.57 cc. - 0.57 oc. il-,1. 'a NUMBER NORTHING EASTING ,: - (SEE NOTE 4) 40' R.Y. _l 40' R. Y — -� L � —"l.'-,, ."1 ,. ..; , -"1; �. r' ,,_. A ,�'�;"t' ;_., ;, 510 357430.02 656771.23 . '' 1 ,� I. t l f; ,:. e sra 4 ir. , `s h' .ia l �� x ,1 .; 5 .w 511 357443, .- --------- 516 357424.11 656850.07 517 357391.39 656863.47 518 357237.92 657229.95 519 357191.80 657210.64 520 357226.73 657259.21 521 357179.49 657242.82 522 357277.33 657006.40 523 357269.62 657024.80 524 357083.63 656925.28 525 357075.92 656943.68 526 357275.60 657139.96 527 357229.48 657120.64 528 357274.43 657183.28 529 357199.44 657151.87 530 357227.67 657256.52 531 357181.21 657237.94 rt. + �¢`i ;. rt: .a' 0 fir. » ( yi t � , . i .e •'.rA P Nth , <�, , ^ t + `} 4 +' y ' , + t .. w .+c .a .:.. , . a.r l �` ` 120. OD' 120. oo' G ` ..'�/}ht' it *,,- i,. F .7^A j f �c.^ ; g 3 , �Ze: . , .- �, �.�&-, , st' t'k 4'. , ",., -u t.. . _*,.;� .)n , ; . , •t J• 11.�, , 24, . . - �� I , - - 3,4" 1 , � .......... . , 4 . , I.;, � ,, 1 t} A1;� r1.r .- I - -4, � , . , , .` .A - - 40. . . - 'i, _( . ,,,,, � _�, , * , � � " . . I - � t ".. P., , ': '___ .1". 4i;5it I', F Y .. 7 ,rcL '1 -. i v' f r . •t ,i ,f i ,Is ]hIf. t 3 .c �' l nv S s ..�• {y t tat t . f . t, ' 1� i� tS r t{ a vi'4 ' yi h.. `• Sri .'f,.y* i11",+. -;;, C t �f r v ,-,, ` 'r' * y} 9� Cv i .4 SK k , ti t .i' .i�itce ` F , j•! .; - e. b y + f )� 3••i•♦t tr.�k r iY I ,lam * ' . u , m� �� �„rs� y11{f x• t• itt i f - ,- + 0' ,4 Y ,: 11 , , ,s q u f t..1� !, A. t# 1 : "'tr I.,- : 1 ,..1 . , 7: s , . S 6776,36 E (720 00 TOTAL) 1� 3 S a W f- VIW oIm ,�,' +Ys g'H'ri ,.,x • ., ^ a 'y' iG" w'4_ ''r,""' '+k. ` - .�.=�,f rT i �' P " `1. , , "5 - - er.r.. ,' :y,�,., '� '1F, +,;,+� r sy .4`a� ,1� � d e' 1 .�-;-!" �I- S�•07"W i ,r.. { ti -t �' t i �'' �' t ry flr4, a. we ' r,, _ `�'' f+ice. - . ml�:fie 4f 'f r , �`+_ f -+,, - ,, �` �, y {, f�; OPEN .SPA CE L A ND 435, 664 sq. ft. 4 " r z �' 10.00 cc. If Y; - - , h', - a « / i. j i i 1 .„� + 1 a ` LAND TO BE DEEDED, IN SECTIONS 1 & 2. r� V ' ��, d ; }b'' TO THE SOUTH WINDSOR LAND r �`?�:.,'`' - ' LEGEND CONSACCEP BVATION LE ORGANIZATION. UST, INC. OR OTHER , i�}. - -: �,� o IRON PIN - TO BE SET '�` RIGHT TO DRAIN IS TO BE CANTED TO THE ^� ° ` 0 EXISTING IRON PIN TOWN OF SOUTH WINDSOR 11 •. , " . a MONUMENT - TO BE SET h t,,' - ■ - EXISTING MONUMENT 11 LIMIT OF INLAND WETLANDS .. - - - LIMIT OF REGULATED UPLANDS �^, r `%vzusz care ry otttn z()&U adt , :' '.y REVIEW AREA 1 �4n St . BOA AVF!`kW . S,.. iH 1Nh050R CT 060"4 1t \°M.i-„~' TELVII-OK :960) 6V. 2511 ' IV x. ,I.'` 'a:' July I0. -N)"', CERTIFIED MAii. 11 t r t ' i C:ark Rea:ty, file �� a, i, » 658 Ellington Road i f x ' . s, J'a , - South Windsor, I. I U(tL174 y f. i '� DearsmMadam Ir a, , K . , T'r? r it,.c W - 1. tii rr,• ` f , Re' Appl 01-:2P, I)eming f fill RAciLes, Section Vf x f ' t We are pleased -o advice you that the Naming Rr 7uring Commiss cn soled on July 10, 2001. !o approve I, ;,.,4 %, r with maLt:cattorm apphiearion 01-12P, 7rm•ng Hill Fctatrs Section Vi to ,,rr:,tc 24 lots to be Lm%-n 2s �'-•1. "� 'r Y r P Darning 1diL Estates Section VI on property located txi the southerly xidC of Deming St site nnnhtt!v n( `4 •yy a ," the Town litre, AA-10 xfne as "wa on plans prepared by Design Prefessmnals, inc., project NYOL514 ,, v 1 ' h aP ; and elated Slim Ii01. as revised, This approval -s sniiiot-t Io the GAIow mg intxlIt:auorLt: v.. . , ,s Y y 1. This approval is fee 24 lots. 14 tr ry -. ;s 2. Cis ncrele sidewalks, inn 1, :n TnwT pecIficanrini, sha0 be my lled on both stdes of all tic ,trues 3. Drainage and con immon for this subdivision is subica to the appnTval of life Town Ingmeer 4 Si1 4. All lots shall be serried by the Town of Soatf. Windsor sanitary sewer system and are sub)oc( to the * ,,�: .ram, P; + - . -i a a approval of the Ni, attr f ulluucst Comm' .Audiurity . " .: s': ° a ', r r h a! .� - S. Water s)ia:l he supplied to this i:cidtvis nit by public water • � 6 Street lighting shall be installed on streets, at ntterseetions, and on cold& -sacs m accordance with,he t Pz t -'' policv established by the thief ol'Pohce SIMA lighting Ii I., h_ conrdinatt%i wsth the it f ofliohec y, � ALL DRIVEWAYS SHALL BE GRADED TO (copy�l�)• i 1'. •` ,, , r 1 DRAIN TO THE STREET WHEN ABLE. 7. Street names and locate nc Pt tirr',ydrams are subject to the approval oftie i•:rc Man", ofthe "-own I. DESIGN OF SWALES ON EACH LOT SHALL ofSouthWhdsarstracnamesoldsu)rpunnhpoststhzllheir-stalledhvthedevelnxrin v, BE DONE TAKING INTO ACCOUNT THE cotrtumfancewith Otestandards„f•heTrwnof'SomllWinti+or,atwmpenontothe Tcmm •i & A hah,l,ty toattr,nce ixihev shall be c.ihrtanal to flLo Comilusslou fuming the Tuwn of South �* "'r. s DESIRE TO PRESERVE TO THE MAXIMUM Windsor at s iaarccd milt a conch r.al aut>jt :is t for bodily in- and'« ,ropers• dettugc in the 3 y, • amount „f $i OrA WO 1 EXTENT FEASIBLE THE NATIVE VEGETATION 1'1, 9. 1 his application u subject to the conditions of roval o°the inland Wetlands A cut 'Coa, a;iun �:," ON EACH LOT ' ' s y' o - S -:$ti � , .. _ Commission, mtfudigq a anted m the amount of 35(K)V Otf be s fbwtfed to ensure compFance with the %14'> ' 5 E t Cmsi m and Std rnmtAntm C om nil Memn�rcs nl a nand in Aft ameuut ul' S?0.MT0 Fw whmiaed to " ;v. !` .tv �', q �'r r Kr a �, , * • A i .. t '. ensure piuperty etiastrutaidw aridl tauab?iahmem of the tnolfilfor ba,�n s�7y 4' y ` r ,� t y, r lD. I' for to conunatc ma t of any site wok, mewing must be held with 7'owv S afT ' * . ,� o + { ' W ''.- a r ; -v ry ? All p:aas used m the field by'he dev'c-nper mist bray the eni tp a id ctRitrt(lred siyrWu a o::tic l.k y t. ,„, _ sir - : b. K ; s 5 "•' ' 1 .Aft easetna:ta for couaervs[ian p:rpuses, dnuuie or utdtuer. that -nay he required in etxfeet•tian with x + y .. - fI'e a v'; p NOTES: Le ' .� , ; 4',' �- ;,.ji, ,. ppraval of thu subervsion, most he snhri red on aM dsrd Town esxeial feint wlxxe i ..,:m . - ' - i{ '', �ry',vly" 1. HORIZONTAL CONTROL BASED ON CGS DATUM. approyorme, cod:isCommuigion prior telilingdicmv)usand isauameofbuilding permits Aitdced; s � for open space, pub:ie miprovo »rnts cud roadways must he svhnrted i,rior to rwucat fur Town . ace amc al' deeds riust he in acculdaice with the lizy for ace r 1 . I , 'W',,- 'a eP' ,w accepting lceds and mu- be apprrvc �-: F, 2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING by the Entine'eringDtpartmcatan-,Town Attomry �� r STREET PLANTINGS AS DEPICTED ON PLANS PREPARED BY 12 1''oot.ngdralnsareTeyicredf«exhMiuse !'nnrtnthehtn7ainpnfanyRru tareuualot. r- t to a c m, drawn to a scale of 1" - AY, "I be submr3ttl for cad.lot m the subrdivranoti ' PLANIMETRICS, LANDSCAPE ARCHITECTS. SHEETS L1—L2 p'gr'1'h' '' i ,c} ll jF' showing proposcd Loniours, elevations and the location. ofthe footing drams No building pamts will s, p r t { . , it t bra mnuet. antif rho pmlosed rnntours. floor elevations aad locatio:: of footiug drains have been T^:F ,'- > 3 THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL apprcva:byt:eToIsmu acer. ,c. - „ ," 13. If, for a -iv reacut., finished gnxling and wher individual lot site work is not completed, the Town ' Y^4 fi LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A L'ogrtcerstaildetertimetheamouxofacashbondtaatsurefinalgtadiWaWsitc%%odLTimcash ; ''?'' ++ :.` FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL liondwusthecubnuttsdprior toissuaicaof&Certificatoo_`Oecuponcy. ;."' !, �,' , j ACCURACY 14. Qua'itity ewimates must be subminet: to the Tom engineer ion the cnc!asat firm) tie the p:rpose of " 4M a detennitvng subdivisicn bonding, and all bonds shall be punted print to fibre. the plays i < i( tic �Lvalopc chaos¢ c to submit a Letter o'' Credit for a otie-tarter tG art in btu of a dwtay bone, surd "": 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND I,Mcrof Credit must berenewed onayL•sAybmicunuit xaapict:onordie din cloprier:t.Ifanew' ' tc`'::;''. BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF1. LeuLrtircredtt1haa^niche¢nretevedwithin30daysbafarethcrxptrationdatatheCotnmasiatmey, 4 J " ;, SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE '411a vj"0j' `T "� "I° ""'' , I; 13. A drainage asseasmnnt fee in the ynoimt o. t900 shall 3e arbmittod to this Cnnimitwcn "R1141h " : c'r NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON 16 �Dnbuilding permits will be issaad until a1l n:odifit�tio ra have been armpliN with, nor. the tins plane K-II tr. W'� e'i..0 THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS —BUILT <+,,:. �vcbatrtfilodir.the Town Clnrkao(fire. ti s' .r I i 17, Shared driveway onto Deming Street mttFt he, shown for lets 52 said Si. .' c n e' SURVEY 1 �-< i ,.; ; v, . r 41 , "; IS Pnpanocnn)5 comments of 4!19/01 mast be aldressed to the satisfaction of the Town Engine(. r ,' +� 79 An open space irrprovernem plan stowing parking for loser veh.dull must be shown ur the opat spat e " 5. A WAIVER FOR SECTION 10.1.a. OF THE TOWN OF SOUTH WINDSOR aeainthericimtyaflots60«6t '''f: � , ZONING REGULATIONS IS REQUIRED FOR LOTS #56 & #59.L., '' q, � Alit*ninemarine¢rtnmeematlrtrraustbrirsrtalDudatthecvtraatxtocleartydesignatcthenpat t,� ?y > 71��a r -4: t e space ucctssway (derails to be fats reed with howu stab and South Windsor Lard'1'rtat). k 6. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS �- f v t L B7aticardwhitcttttupuentutylatsofSheatsN6A,7 mdBwiththeaFrnvemxiificadott+ t;vettxrwrth k,� „;, CONNECTING INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE :t t t ..: .; thrc-b.uepr_nfcop:esoftheen0resetoip!sns(utc:udingarchtectivalelevations) must besuhhrinedto bs' l u - w; wvs11 the inland WeUanl,�gan�v Ctwseys io be tn.tronCped and ttxnmiss oltjpicd t Into Dcfrcafroduc d or. LWe {tmytarE�o�, as IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS 3 r,- ,- , »` 1 = 'i w SHALL NOT SE ALLOWED IN CATCH BASINS. ¢ .i°i�r1`" ? � ? r- a,, a, Atter mylsn nave been signed by the C'or witmima.:hev will be ratimetl to you for filing m the Office of _.F. r *e. V ''h; a> ;. err ' ` ,;,, . wit+,,. ,I ! ,- f r ,,, a 1 yl F:. i 9 ., ' the down ('lark by 1 CL'2T (11. After Rhrg these plats a COiTy of the receipt must be subrmued to the �; , °tad < PllmniagDepartmrn,. ##Xt. * MAP REFERENCESs If F 4 "� Sincerely, Via" a }} i �1 ' 1. "BOUNDARY SURVEY —LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, l d'' r )b < x - a. _5t�d CONNEC iICU T, SCALE: 1"'=100', DA IL: 11 /20/92, MAP NO. 9021" waive. 1 Mealy,Uarnian J�Z_11" r A i i . PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. Plarin;ngtuidzoningCommsnott v��cc' I owT, I•.:Ipmoer b' • fji•"c ,;��t4�r7 '' t 2. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, ,&', ('vefAuddingOfTic41 7i��j - HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR—MANCHESTER, CT `' A>seaiur Sopenntcident of Pollution Cornell ` SCALE: 1"=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO u' ' , r i,�' r 1 OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. - . 9i Fare Marshal > : 4, Yf 74, Board of lidacation + �., e, ____ APPROt,EO X 4WE PATE! \�_ TO BE BUTt Tl L .4L z "w O N A rn ri cc L!O 8E DED. IN SECTIONS 3Aat3a, r0 THE SOUTH WINDSOR LAND SERvAnQN TRUST, INC OR OTHER IACCEa{,ABLE ORGANIZATION. 10 DRN " TO BE GRANTED TO THE TO1* �F SOUTH YANDSOR �T: / I I 1)caipt E'rofissinnals, Ina, ti . . - ,• 3. "SUBDIVISION PLAN: MAP OF LAND; PREPARED FOR THOMAS M. BURGESS; Attachment . ' ,- - - I—` '- i - I Po' y ` .> RIDGE ROAD &DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100', ' "' dk�' I A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY F.„ '• , 1.T =`< o`' f - \ DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. , .1.. L spas } .5r " ` ?I , 1 62 25,200 sq. ft 0.57 cc. 40' R Y 120.00' }mot;::. .Ltd s ,,. - - P , i l,i± iy'f' - , .11 "k L ! 4-.sx vi �,r '9r i .. . . ^xw3t: .. �. ja,t fi '.'�� -Ii- 4-1. �t - ,.v.C>l ixI'll "I'll I'llh'"•w.-, , ? ; 1fI LyRl., .. ... ,. �. .. ,.,.. .."r' W1. : - z<x n a s 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 "STANDARDS * z LOCATiONS AS SHOW, ARE BASED Div AVAILABLC OF IHE REGULATIONS OF CONNECTICUT STATE AGENCIES - FOR SURVt YS AND MAPS IN THE _- - �,` C INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTiCUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC THIS rn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURAC'f CLASS A-2.. ,i.�yy�;,M 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 3 8-6-01 REVISE BOUNDARY INFO RJN BY A LICENSED LAND SURVEYOR PRIOR TO 2 7-23-01 REV PER APPROVAL CONDITIONS KMI CONSTRUCTION. 1 5--11-01 REV. PER TOWN COMMENTS KMI 3 THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 �;- IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/ SURVEYOR. RICHARD P MARTEL LIC No NO. DATE DESCRIPTION BY` �,.:' , ' vx' i a d. is (Di 25,188 sq. ft. 0. 57 cc, 40' R Y 120.00' I (: ) � 60 L24,422 .56 cc. ft. 0.56 cc. 40" R. Y 133.23 � � � � � � — — — — — - � � I � n7 I S 67'16 36 It (253.23' TOTAL) 41 ao 1 N PR 10 (SEE DETAIL GRAVEL DRIVE ' -t m ''yT *,.: �S�:aia'A 63 25,200 sq. ft. 0 57oc. 40' R Y. 120.00' s,. �c.. to P` t: d d f f 'Z: y! :.5�' . 4 b tl. 'rr h' f - , k vet :J I Iti f.. r Y+ to I'. ! 4 4' t': i �'y r -' # r ,: 9 r . l . l ^'1s ti fit' c,r. -.: L.' f- • ' Su . f ',{.. s,y e N. �` Rl >. J .. 3...,.� "",_w. g - - W.." ri�;��,�ti-lt,t,?#...� f n ... �' �� v '• s r.. .,fir ;.� sue., _k. x f' 4= <¢ b-' v' y y. 1' fY _.1. . .1.:.. .1 A_ N �.__..._.,.. r' o 4 '6 � MARK - \ . (N' ) in i brie biucpnnt oopy of the cittue act of plans and this letter reproducxd dureon. must he submitted to this Uti misetor. This most Fxaontpletcd within fjb I I I I I days at approval prior to anycnnstrumon activity on the site F'Aris submitted PROP GAVEL LOT I I I tc, Planning NiLorunF Comm+as<on snail tx' consndcred having me•[ [tits I I I 4 SPACES 9TX20 I I requirement J - ) � I ! aprAwAtion shall indemnch and hold harmless rAt'fown of 3outii Wuidwt II again-5t ar y liability, which Tn*.ht rrstilt from the proposed operation or use 1' 1 3. the pernut is vebd for five yiars .u.d tdiatl eapsrc ull May 16, 2006. it is the I I 1 Lai iduwmcr(DI/appLcm;tfsj respunsibdily ft) track rrXpiraixin lutes find rinuty thr , Conmimswn al a rentwal request al :east.69 days prior its expiration 4. All apprcw:ds rmlin.rd must 'x obtained Lind sunenitted prior to any activity on / the site \ OPEN SPACE L ANL) /11. A r ontattt person shall be identified on the platys (SECT/ONS 6A&8) / 6 We irmmend a bond in the amount of $5,000 br submitted to the 9. 4 O0 ai/ Planning & Zonii-.g CO3=331011, to ensure. ©ampli-Ance wif.l the K108ital \ RIGHT TO DRAIN IS TO BE GRANTED / 1 and Seduncniation Control Measures TO THE TOWN OF SOUTH WINDSOR / 1 ; / / We recommend a bond in die-aronunl of $10,001t be submitted to the / � N + Planning h 7.ntnng rnmmiSsinn to ensure propLrty cAtistructwn and \ / r- o rst.ubitshrrient of the t»ollilter basin T a/ in 8 A conservation easement he placed on lot N•a 55, :xi; 1n and :<i. f)efuLly / it I in be worked o•,it wi•h 'rjwn staff, and notation or dic case.racnbs to be �a placed on the dctds \ Q 1 � � �. Habitat Shrub plartlnnRs xunilar to those proposed on beam a"l should Ix- � I\ Ci planted on the tu)rth aide of basini N I The. nvisrri planting plan wi;1 be \ %/ I � � reviewed and approved byTown staff. . ,(i L p5 1 ^C6/AY, 41 Q 10. Explore the posstba icy of :oundatiun nutuff from lit NiS tx:inK tit tme C to \\\ ,q F� � the wrl la mis /f0 Z. V) \\ \ \ / �ry Q k X Very truly' yours, \ / / 2 �O / INLAND WETLANDS A(;P.'NCY1 k \ CO F.RVATION COMMISSION sow 21t, t CONStI�VAiIUf`4 t1�atMt_iJI yr: / i L o � m War"n, &Son, e�� DEt DED TO THtm Fh Urnrrcn, Ch son \ / a° � Q z / N:W err TOWN OF SOU1 N WIfJDS01' / I t Chit ISudding 011knal / --_ , / Town Enpricti / __�/ / _, ' ' � — — — _ S66'2 7' 10"E — — — _ ` 314.56' — --'--,-* , 1/ i / \ � / `�/ ^ a / � / I I I -11 ,S,// , / . Il ! ll \ ,N N J / ,. I )ll � _- - // 11� /I , / �1 � '__1 I-, \ <1� -S� ." / 0 -,i,� x / - /,- 1 ` 1 L \ \ �� / / � \ O � / / \I \1 ____ \ I / / / NIF \ � N N / / MA NCHES TER /— 84 O SSOCI TES u/rl�` / f Ili / / � / `/ Amin of r.5<-W, 4 `)in ,40t \ ,•� \ � � / IS40 SUt I tvAN AYFNLF • ti(A)TH {MAJOR, CA Otu)14 1 �� �� (( / IFI-PHONL'8b0',b"7511 I \- 1t�. / / butte ha.2Qo1 Dsigo I'mtaxvonals, Inc / 16,5 South Salicl:ae Road \ , \ / Sooth Windsor, C-1 06014 / KY. Dems,l; Hill Fstates, Sectilm 6 Approval to C'a,nim-t / / / Do" J& tshnrite." \ i \ 'Die South W irsem Wala I'alludue C:onaol Au',honty, at its regular mecfmg of hens 5, 2001, gave 1 � / / tt+proval the Lvarmic6on to the-1'own's stwriage sys.em for a sabibvision kilaorn as Detamg Ilin \ L i � Fafefes, ticrin tx6u-.rt , fncral fknmtg titreet, 4w(F Wrdtinatr, CT shown ,-itatu prepared by ikrign / \ Professionals. !rc South Windsor. ('T" # 90-114 as nu re specifically shove on plats eataked T •`Ulan$ II:L EstaaeL, Open Space Subdivlsmbtw n-Jecs 6A h 68", fhoicct A 90-5114. Shm R 2camded sqp / .4 / \ 'Y'wnplusuow file Key Mull", dalcd !actuary 2W1 with no rvtaars, Slests #10, 11, and 12 entitled" Plai I I I / ,;11 and Probe' dared March err, 2001 wilt: no revisions, aa, s.iblect u, tk- fullowi g erxditaxa ' , � / 1 A letter ttom the I o•vT tit Manclessa stating tbca approval of the plans and their request for 4 � 01, — 11 / te`1oCataen naahak to Maicharr town Jtae lot them maintenance _ 458 25�' \ 2. Review of the mwJrxnt% Ili the I owTi Ativary Iin properties which requme emit �_ N69'00' 35"W / ^`` / ` ` / / / \ 3. l..et 55 will have a rrririvrarm stripe of l"A, to asrv^e a 2 'S clot per attend flow 4. 1odiatcal oval of ttre'lown �— \��- PROPOSED 10' GRAVEL DRIVE / �_, aPR lttgaseruiglleparrniait (SEE DETAIL) 5 Final Authority spproval and somptasoc of the sanitary sewerage cornxxrroa will be given once the ! q, / \ �/ \ wwcT l:tr bills been i uaallod and tespm4ed W dstuff er Town stuand ba;cd upon the written verification _� 21- j1t of the 1 oyrr staff that mid salutary teen line was naualled insubstantial conformance with the design >, / ,.h plaus prey Rarity apptovto by die Aothtxity and mcirring all I own regulations and appropriate I \ ` l qq). —, 1P . / 13. / \ tecanical spmtkanoas reu=g to wittivy wwa construction 11,96— I"5' 7Z� � ` � 9 13. `� MANCHESTER /— 84 A SSOC/A TES 1'ha approval k`t� �>a be super.n;ioscd on t>s- foal ipprosal,x� 9 FEN LSPACE LAN w � _ _ _ _ _ very q.y yL n»ti� 87,796.84 sq. fr. \ 1 `�=t,� � � & (JUl ll\/ f- IN(� Ut MHA 2 00 I\ �� �_ a\I- ,` y�'; �5'S. X//Atl/�_�� ,r., 9IC ,p 6 / tit^pA / I i I rein nr;,r---\nt\nnran/;:t:\r\n r-_�r rn nn GRAPHIC SCALE I �(VDD L))U V U�JDUUIM�' VJL�l° N" 4I -. ZD 4D 1I esign PL 00 7 [P"ILA rofessionals inc. ( IN FEET j , � iDESIGN: KMI ORAW/V: KIWICHECKED.• RPM 1 inch = 40 ft ■ Civil Engineers • Planners • Surveyors • CIS ✓oB No.' 90-514 DATE- March 16, 2001 sotellite road south Windsor - Connecticut 0&_: 4 DRAWING NO.. `5141SECTION61514-6A.dwo ski•— _ wlt�-,r�ll AIn `SULLIVAN AVLNUL • 'A.)UTM WNUOOn, CONN 00014 AREA (,MJ: W: 64.26 1 i June 4, 2001 Cer4lied #P462498165 Design Pro"wonals Alan Peter DeMaute lb", South Satellite Road South Windsor, CT 06074 RLr: Appl. 001-.2P, Leming Hill Kututt*, soutlittJy of Deming Sticet and imithcrly of kwthc_i Hill (hive (Asxssoi's Map #28, Parcel 402), Rcaidendal AA-30 zune Dear Mr neMallic At the May 16, 2001 regular nacetuig, file Inland WtU arids Agency/Gmxcvatidm Commission apptuved application *Of- 12P - Iyr:ming [Jill Funfes 4rction Nth, Deming, Sueet. bilarid Wetl:usd/Cuaservatitxt C.omntission Application fur a 24 bf rcatdenlial subdivii.iun, minds, sanitary and stormwairrr strurimrs, and associated :mpruvernrnls hiralcd southerly of Dcminy Strtxt and nartherty of Nnrthern Hill Devi . (Assrso-a,r'x Man 028, Ptin:rl 02! Remdrnlial AA 30 sinnr 'I-hix approval is suhjecf to the fnllowi— ronxhnims I _ it oa Cii.atasc W Pollutirm Ountreii Audbtnity TH.dJ CX` Matthew (Lllwat, Tows Mamagci M,chacl J i. iaatick, Duuatx of Pubic works Town fal,pfiter Maras Baaach. Duecior of PLr®tug lark.^ f',^r„!iin, C''.::ef B'aild_..:__.-.,<,_ C]ak Res.ty, bv- PROPERTY SURVEY/RESURVEY PREPARED FOR- TES DEMIN,�Gr�71t HILL ES I A I — - S SOUTH W�NDSOR CON\ N\ IEC'ICII2'UT SHEET GA 16, . .,.,.�.. r•. s .;. .... :. Epp ,..,.- i1. , �, p, qg.. , ,, ., . _. ..-.r,•... .. ,, .� G, .. 9.{, J...'rf►= .. .. -. .- n . ,. ,. ,. -.- , ..-.. ++'i'+ --^Rile .rv;,lRwa'D'PSP r ..:'!"' ; ' - - r ri`:�-- - tn'R+mT$-J- r. ,. ,-'¢,'fia; reel ..., ..r. 1F. •i•^ _ r r•., ., 'rP r�I' a.. ''J .�•n: . - �-1.��,•:,ey. `^' i - r * �. ... .. ... �. ,. V,4_ h-.. s .. 1, .� .. •. lY• ; �71y .. ',•'�F�i+t "'.t•.'.... .., > ":`, p.. .. ! arti - : •„- t � ....: .. .�. .. _ - ..-. >M. t'M .. - ri y �I., j I' IF: .•4J.-.n •�.. d _ ♦ .I Sy-wl }�-t '1''1,� �. , � ° � •rt'i.,c. ,,., , I ,'t � `��k4� :I}rim in . Te r'M.-. +4c� .`#%''"i�; - '•L•R .Y+.. s.: r:<'i �i.ii - y..,'�k :i, r .. - �'77,�A1r.L -: f.. ,�:: •.ia•'�- .. , n pJ�r„]` • o}` `� • ,�•: • - :+� �Y• . +Ni,"-bE''r'_ : .. '< `r _,!t4.i i > a•. ,.y -,. ,� 1wq e.k s t ,.y-� �} A{F..'T + r ET Co/ P -- � Na 3oy 0 EDGE EXISTING EDGE OF PAVEMENT OF PAVEMEN -- - - - E _ - --- D E M I N G -- _r -- Co.-----1, �- - - - _- . ____ _ E T o. o. 356 y s SNET Co ,NET Co. G --�- - ----- - l� _ _ _- 0 W-r - - _ B - --- --- -- -- - ---- No 354 { - _ F --r PROP• WATER MAIN D _ 83.61. - , o. No. No 355 --- -- -- - 25 t$1 51 - - �- - - - - - - - - - - 35-13' --- -- - - - - - 1 - �� - 185.94' - - _ - - SNET Co SNET j _5113O• No. 351 • lr� 0 30 514 Ss8'48 39 E SNET Co. 36.02' N I EXISTING - o s Q� AINAGE EASEMENT IN 22 09'" 6 O6`W No. 350 d N FAVOR OF THE TOWN OF N FAVREE: TREE EAR ENT - N HOUSE 1 SQ_ SOUTH WINDSOR z 50' F.Y. ' 20- STREET TREE EASEMENT S1 15 WANDSOR - (REMOVE AND FILL - - } EXISTING FOUNDATION) IN FAVOR THE TOWN OF o i} .r SOUTH WINDD SOR rf 3 50' F.Y. ( I I w SO YF YF l } N EXI�Sn\ENG G+ (35) fN M 45 rn ry N F.Y. fff M } N I lri �N - - 1 00 I ! F. Y. 50' F. Y. 33,607 sq. ft. I Z n 4 6 w vi � 31,771 s ft. I cLr�P 0.77 cc. q I N N t I _---t Nam. ?AAfi / - _. _ - � I I t7 72 OCJ. !A' R Y __-__ _ _-._ -_. -1� . L- EXISTING ---- 40' R.Y• I L-- _ --J ��//) HE --- - -- 30,368 sq. ft. r I . To aE 0.69 oc. W I I Z REMOVED) 20' SANITARY SEWER EASEMENT I A 75 Sq. ft. IN FAVOR OF LOT 35 0 o�0 f1C t -- - S67'16'36"E 7-16' "Er > hnj h 1 235.00' g20-00 l� 20' ITARY SEWER MENT !1 $ 1 1 L 4 0 n N rfwrf�,{1r' `- o L v' - - - S67'16'36"E A 235,00' N67'16'36"W N67'16'36"W 235 00 190.00' z ^ 3 i i g f_I w 'k / N6i-16'36"W _ v �N N ` 210.00'In a n N 1 , N in / /.. ,, -ten '•-rri•'^+ -^..-..-+ J' � 6- I 2 00.1V I I 53 52 (36)f - ; ',''' I L 0 Lj 30,681 sq. ft. 31, 992 sq. ft. c� I 3 \ \ I / }u 0.70 cc. 0.73 oc. W n o 47 I 57 ac. \ \ I 25, 200 sq. ft. I E 40' R r 0.57 oc. I V� 42, 613 sq. ft. /ccr Ain Tx Ad > I I 5' S.Y. 15' S. Y. AL i....,,rT, S671 6'36"E 166.40' 122.00' 137.34' 210 00' 3 00 1 1 0 0 CONSTRUCTION LEGEND ALL DRIVEWAYS SHALL BE GRADED TO DRAIN TO THE '�• r STREET WHEN ABLE. DESIGN OF SWALES ON EACH LOT¢! ="r A STOP SIGN & STOP BAR SHALL BE DONE TAKING INTO ACCOUNT THE +; / DESIRE TO PRESERVE TO THE MAXIMUM EXTENT FEASIBLE, r4 B ROAD IDENTIFICATION SIGN THE NATIVE VEGETATION ON EACH LOT L: a r o`,4 '�" '' C SPEED LIMIT SIGN aJ�t} 4 , %r� ��, v �„' , {� +*�' :.Y"xYs �► y: D PAVEMENT WIDENING TO PROVIDE- r� 15' TRAVEL LANE (SEE DETAIL A �?" f�1¢F� 1 4A�w1 1� ; C`�ri tx ,,: i fy , r= �a4 {°ter 7�`: SHEET) ,c 7 NorES '` t �FiA` rY•, k ' �'` f" BITUMINOUS CONCRETE CURBING .G 'ti'.., +.Et c,„;•��' !-"�:'.w rL.- -. 4 � `3^iJ�. <'vf ' E. .�` k�roti,, �,,�,>' .. +¢" ^.•i3 .- �c.t . ,97r[."� �`.�e. `.5 "S' "k't; 1.-�; �ht+-}RA•r � �: � �,`�.' ---'-"'�F"' GS DATUM. ''" `: F END BIT 1. HORIZONTAL CONTROL BASED ON CCURB ''' '+`. `�� 2. THE STREET TREE EASEMENT 15 ONLY FOR IMPLEMENTING J W STREET PLANTINGS AS DEPICTED ON PLANS PREPARED BY G RELOCATE EXIST, UTILITY POLE k x PLANIMETRICS, LANDSCAPE ARCHITECTS SHEETS L1-L2 e�y, , . ,fi,; . ;: mod• s; y'?`,.r"y r,"r '*r'ti r: � Uj �� o 3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A r �''� . �i< ''� ?.. , j ' < FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. ` 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF' SOUTH WINDSOR INLAND WETLANDS AGENCY, THIS SHALL BE NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON `, THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS -BUILT SURVEY. t1") � I 5. A WAIVER FOR SECTION 10.1.a. OF THE TOWN OF SOUTH WINDSOR LIJ ZONING REGULATIONS IS REQUIRED FOR LOTS #56 & 59. 0 OF Apr 6- BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE 0, , ,i IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS SHALL. NOT BE ALLOWED IN CATCH BASINS. MAP REFERENCES: / \ N67'16'36"W 425.74' TOTAI 15 S.Y. } I �- 15' S. Y. I o I � I 48 0CS . 25,200 sq. ft. ,N, m 0, 57 cc. cm I I •� g Z \ 4 00 20- STREET TREE EASEMENT IN FAVOR THE Tr M \ CONSERVATION, EASEMENT f IN FAVOR OF \ I I SOUTH WINDSOR \ THE TOWN OF SOUTH WINDSOR 7 16' 6"W 80' REGULATED 6 3 U 0 REVIEW AREA \ (0.89 AC) N I00 210 00' "F - r I L S.Y. 15' S. Y. � \ N6T.4816 W \ \ \ � I 104.48' 34.05' W b �o. NOTE' SUBDI WS/ON POND ES TA TES g 25,237 sq. ft. UI \ I 117,372 sq. ft. j A T RED ROCK IS APPRO VED, I NOT BOIL T- 0.57 oc. I 44) s oo \ \ SEE NOTE c I o I28, 78iS\sq. ft. o I 15' S.Y. 0.66 n I \ SEE �/'I Ns79NOTEc. 4) 6'36`w I \ \ 210.00' I \ EASEMENT CONS NATION \ =- OF THE TOWN OF ano ---'' - IsouTH wlNosoR g � `� I 15' NECo ` 4 e W. _ \ 1. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, ,�/ 26 - \ . « CONNECTICUT, SCALE: 1 "=100', DATE: 11 /20/92, MAP N0. 9021" 4� % I 5 0 I PA ENT o I . I s6716'3s'I ArF, PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT./ 6 ~ o \ 12000' rn \ I r+ \ CONSERVATION EASEMENT I I MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 512 358110.02 657083.11 513 358142.40 657070.47 514 1 358100.63 657161.52 515 _ 358087.61 1 657127.94 I{, 2. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY NON ACCESS LINES, s I 25,200 sq. ft. HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT, U � + ; f I 0.57 cc. SCALE: 1"=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. 1 OF 1," BY GRISWOLD & FUSS, INC , MANCHESTER, CONNECTICUT r g _14. 3. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, ei RIDGE ROAD do DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1 "=100', ,; 15' S.Y. A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. Y ' 41 50' F.Y. Q. J � r • t '. i 9 t R :'>, t 1;• �, y ''c: '1 M -'Q� l t'1pY. 'j.4�' a R- 1' -K - � ! t�' .i r ��•'. a �;.: , ,-e Fi },;,,,r'/� n-4 5! ! .n. ?• �-Yc '� 3`.i ir.. 4 .. �': T �:..,. .,J, ' . ^..: '. Ni '. ., a s. .• r ' - .. r. :., } T - ..: ..-.V r .a 1 .. ` �d. ,•'- 1. 'r' . ,. - ;.1,�. ,�,.:, �.s� ,-�.,w �r c"ey: ,�r, ,a,'- - 'rfl. �• :a- ",:+r,. y�1•+ c`., ! t� '� NI+i..6aS '•.. _, , ".f•'•' a r `,< 4 4. 4 �.. � �.. r.j=. i, ;,� 4. .. a7J 'rC. :, Y:.wq ^,T 'F..': +'-,... 1 .`!i:"1,``. .1• -,r - ,'* .-'� - r ,, yy' ,:e' 1{nt.a7•.> .,•4� ,'•""xis - J• _ - ~^'1• Y,cs„ '� •„}?. Y ::{l • ,f r .r, ''i "'r,' ''^ 4i:. ..,> fe f�' ,..4.. �. � .a.,',•e:.,, dr •.5.. + �.• �".. ,. _ .5.. �� ri '. h,r.h., . Jr . F I(� _ 6 . (• •K f �A'a. >"-.Ty 'YA .75 -.i- .,.... ..� .. 'S,'. x< ,f .. �i7�.. t ,. 'Ri1 �'-. �' 4,':•'4.<,-a,. uw. .:�" .. T ua2:`.'-7k 2M v1k � _ , - .. _.. _ o i i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE VATH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD __ STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS m SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 8-6-01 REVISE BOUNDARY INFO RJN 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7-23-01 REV. PER APPROVAL CONDITIONS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 5-11-01 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4-27-01 REV. LOT CONFlGURATION KMI 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P, MARTEL LIC, No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1 51 31, 365 sq. ft. 0.72 oc. � I A \ nu Tnw►� nF cnlTu wNncrw I C I 3�\ (0.06 AC) C \ _ o+ 13' S.Y. N T?g S6"►p a \ 9\ \ 15, S. Y. I _ -J �J S67'16'36"E 20' STREET TREE EASEMENT154.58' �• R.Y. >' ` 87! SECTION 6B J INS IN FAVOR OF THE TOWN OF \ 0 17314' SECTION 6A - - SOUTH VONDSOR o I `- ` ^ I N g IN FAVOR OF 15' S.Y. ; THE TOWN OF SOUTH WINDSOR a S67-16.36-E gcc. 57 I I I Y - 174 70' 26 309sq. ft--t) 9 - - 25,371 sq. It I I n 1, I 0 40' R.Y. _(SEE NOTE #K4) 7 0. 58 cc. 0 25,200 sq. ft. 7 0o I (SEE NOTE ,/r4) I I 0.57 oc. ` o I (SEE NOTE OF4) �- ��9 5 0 t 0o toto � Vi O v n I m A ` ,A � 50' F.Y. j � 50 F.Y. 50' F. Y. 7 :Sl ii L=2,8 z 20 In-=00^19' '4 K /$ R-SOO.O(, MARK • 191 8755 SUBDIVISION PLAN PROPERTY SURVEY/RESURVEY PREPARED FOR SHEET � • ------------ 40 0GRAPHIC SCALE ' eSi n PLOT PLANS DEMING HILL ES TA TES 1 I 20 40 80 I � I IN ,) r of e s s i o n a 1 s� inc. DESIGN: KMI ORA►NN KMI /1 CHECKED: GBS SE FORS 6A � M 1 inch = 40 ft. 1� 1 6 !! Civil Engineers •Planners •Surveyors CIS ✓08 No.: 90-514 DATE. March 16, 2001 165 south satellite roue sout-} .vindsor - connect�c i bJ .4 DRAWING NO,: 514 SECTION6 514-7.dw SOUTH ����®� �®������'�� N6776 56"w 210 no, 15' S. Y.� I 4 EU 10 • ' �.a-.4 3. .�"� .' � ..: .'G ., e + .- .�.. . < _..,, d:., � - � Y' !' e. _ ., .F.. b. R _ �o�• s. �Ji'. �, •�, .44 - -kt: 4c ,ti... •p�1. T,�' T �7• ,. �- 4 -"'Y,; `-�..i i' l�u�?7� ,i S+y��Aj ..tq � ew a. - _ n� Az , wl.w R , r F .i+ ���; . r"+ w f•+R'1 .' t �•ar y t3�r��.�"-wf•,'ii � ,, r �d y of 1_yy,. 1 3t�t • 1 c �s1 ''�a\ . � rya ?: M ,t*T,� 9rV• t ..} H Il++ ti; •'" �i'�i B a'{ y�, d A r�T.% , '6Y R 1�.•r+ r'' {t_•�• a�`i.- v .tom � t. S.. , Pi +p�" .s. " } ,t '. it'rtiet+ � w 'L-. _, +.• .. � , { _y. �" •' »' ! T ��, "H BASM N0. 154,21) r! Lr i, ;"� Y :7':tz a h« •Y 1 a 242.80 15') 250.62f 4') LEGEND o IRON PIN - TO BE SET * ,�.1. '!�`sd EXISTING IRON PIN g Y Ela MONUMENT - TO BE SET 0. t•,., t sct 1 a EXISTING MONUMENT LIMIT OF INLAND WETLANDS �, ,,,_ ,. •'� _ ,,�.,�.:, �•�.,. — —LIMIT OF REGULATED UPLANDS REVIEW AREA `, _ = EXISTING CATCH BASIN AND PIPE "$ys1 451m= PROPOSED CATCH BASIN AND PIPE — ®— — EXISTING SMH AND PIPE ---�— PROPOSED SMH AND PIPE — —F— — PROPOSED FOUNDATION DRAIN --5— PROPOSED SANITARY LATERAL —w— PROPOSED WATER SERVICE T\` , '-"+�--•-* x~� EXISTING SPOT GRADE ,� x I= PROPOSED SPOT GRADE ���,3�:'�`�' - -52- - EXISTING CONTOUR AND ELEV.' w4f iw --{}— PROPOSED CONTOUR AND ELEV. f EXISTING UTILITY POLE EXISTING TREELINE PROPOSED TREELINE. tip tS$'CA� GRADE TO DRAIN ; ' � ' ;�� k ¢ r: ?5Q 1 � 14"y� +� 4 All ' �•� .f;.1 .''.F.y . .`'�1yR !✓T2i�`C•v 7� i.'e ` �• :!':a a`t t l,i. 43 ) ra.4K� ^ W' \ 1 �r4i� Y `y li''!r 'X -y Y tqh� • 'r. 'i77e„ •' f ' _`r rq't.' dyP A�F"S t 'r. yell �•+ktF xq��• .L7!? 1; �}t'. NOTE: SEE PLAN/PROFILE SHEET 12 FOR GRADING/UTILITY INFORMATION/E&S CONTROLS FOR CROSS—COUNTRY SANITARY SEWER. NOTES: 1 HORIZONTAL CONTROL BASED ON CGS DATUM 2 THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED ON PLANS PREPARED BY PLANIMETRICS, LANDSCAPE ARCHITECTS. SHEETS L1-L2. 3. THE INTERIOR PROPERTY/BOUNDARY LINES ARE ORIGINAL LINES. THE EXTERIOR BOUNDARY LINES ARE BASED ON A FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. 4. ANY ACTIVITIES WITHIN THE REGULATED WETLANDS AND WETLAND BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS -BUILT SURVEY 5. A WAIVER FOR SECTION 10.1 a. OF THE TOWN OF SOUTH WINDSOR ZONING REGULATIONS IS REQUIRED FOR LOT #56 & #59. 6. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING INTO STORM SEWERS PROVIDE ACCESS TO SURFACE IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED IN CATCH BASINS. 7. ALL CATCH BASINS TO BE FITTED WITH 4-FOOT SUMPS. 5 61-76,36-b i Z N 0 of rn ----------- ----------------- MAP REFERENCES: 1 "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, -- CONNECTICUT, SCALE: 1 "=100', DATE. 11 /20/92, MAP NO. 9021" - PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. 1 2. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, ' HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT, I� SCALE: 1"=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. 1 OF' 1," BY GRISWOLD & FUSS, INC„ MANCHESTER, CONNECTICUT. 3. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS, RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 1"=100% A-2, JOB NO. 89-435, DATED 1-5-90, REVISED 2-7-90" PREPARED BY ' DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. 1� / '� - `'i."7sor {eta6�SA''' F�'.RftivR u3+{s c}� !� , UNLESS OTHERWISE NOTED, EXISTING UTILITY OCAT10NS AS SHOWN, ARF RASFD ON AVA11 ARI F INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. THIS PLAN IS INVALID UNLESS IT BEARS THE PRESSION SEAL ANU ORIGINAL SIGNATURE THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 8-6-01 REVISE BOUNDARY INFO RJN 2 7-23-01 REV, PER APPROVAL CONDITIONS KMI 1 5-11-01 REV PER TOM COMMENTS KMI NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNFrTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P MARTEL 12882 LIC. No. GRAPHIC SCALE 41_; (' 20 40 60 ( IN FEET ) 1 inch = 40 ft 7\- i 860 29' ,,Oesign rofessionais, Inc. II !! Civil Engineers • Planners • Surveyors • CIS 16a south satellite road south Windsor conneLt,"ut 06074 TOPOGRAPHIC PLAN DESIGN.- KM/ I DRA WN: KMI I CHECKED. GBS " No.: 90— 514 DA TE.- March 16, 2001 DRAWNG NO.: \5141 SECTION6 \514-8. dwq 9 \ � 8 ` MARK 69 G�0019'31" R-500.00' FT-1 4'' �J7➢ Qi-w 4 L=32 90 t� 1¢yy —T ILj5'25' - 7Y5.00 L 001S S70''50 01,E PRSS, S7\ 0762,01.E 1 4106 c ` 1 L=5.18' I I A=00'32'21' _ I R-550.00' I T-2.59' I I 1 I 1 1 1 + I 1 i 1 � 6 �y N d' t 1 JI-P a' I r 1 > I ' I ' 1 � 1 \ 1 ; \ I o� H A ` \ 1 1 I / d \I I � \ a ` o ' � Y \ Saj I ~ 2 PROPERTY SURVEY/RESURVEY PREPARED FOR DEMI�vN�,�G�)jrJ�H�ITL�rL ESTATES SECTIONS 1( IO V eZ' SA CLAY SIl�' SOUTH WUNDSOR CO N1L' lS TRC 4J H SHEET 8, 16 EXISTING SANITARY M.H. EXIST1NC IN FAVOR OF THE T SOUTH VANDSOR HOUSE IN 15*): 251.00 EXISTIN FOUNDATION) IN FAVOR OF THE TOWN OF PROP. ISLAw EXISTING GAR. E DRIVE I PROP. HOUS 5F F. Y. ---' ~- NG *onz�_-___� e���� | ' °" �' �--�'^---- ----- ----- ---------- ----- ----^ | 37 J�Jl�y sq.ft.� ' | P.S.INV. 249.0 REMOVEM.H. �� `.~~ `,` `^^~ / �����' (J6yoc � GAR. FR 263.25HOUSE |) 4` | � ` -_ |� \ --- | ]\ |� � UJ �� IF C -- �^^ - L------ -- ' | ^``_- _-_____ ~~ � | ` ` RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTICUT, 3-E0aw. ��` " DA E-S2_IGNJOPBRO1141F0E. SoOSnzIiON-AtA7LVI-Sj , rJI\N)A11% CTI .EI-,-nL/ SOII UTrH nz7Wnv INDDSUOUIRC, IC-nC1O40N1 �N7E1 �C0TInwC"Ux� ! | � L-i -2555 � ` � ^ | | ' ^ v | | `^.-~� ^ ` ` mv��,o s w , � 0 `` ! J�J0�»4 �/ | ,~ }z� ��{ U \ 1 '_.~ `` �\``��X� )` | �pnup wmUss||> PROP. HOUSE xi AIR. FF 254.5 INV. 246.25 INV. 248.0 PCEI No E rX7J MARK PCs N , �oj9i 1. UNLESS OTHERWSE NOTED, EXISTING UTILITY REVSIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-300b-1 THRU 20-300b-120 860 291 - 8759 PROPERTY SURVEi/RESURVEY PREPARED FOR SHEET ' `vW"'�N" °q ',WOV*J " ""q"" ON °."RI F OF .E REGULATIONS OF -_._._-. STATE AGENCIES_"STANDARDS FOR_ SURVEYS_AND -MAPS IN THE INruewAnow. ALL cxm7mo orunIEs s*noLo "'~'" OF ^O~`E~'~UT"AS ENDORSED~BY THE ~~`'`^~^~`' ASSOCIATION — OF ^-'~ SURVEYORS,—INC -- GRAPHIC SCALE TOPOGRAPHIC PLAN "TA TES as ncLo vcnxFIEu Pmon TO CowynRoCnow. ~~'``^' CONFORMS~TO HORIZONTAL ~`~~'''~' ~-'-- -' - AND VERTICAL — ACCURACY CLASS - 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE 8[3T OF MY KNOWLEDGE AND 8BUBF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SEC TIONS &A & &B 91 BY x unEwocu L^wo sonvsron pmon TO 2 7-23-01 REV. PER APPROVAL CONDITIONS KMI IM FEET 1prof essionals, Inc. DESIGN: KIWI DRA WN.- KIWI FHEcKm- I uowsTnucnow. a. THIS PLAN /S /wvAuu uwLcss /T BEARS THE '^""^ 1 inch = 40 ft I Civil Engineers - Planners - Surveyors - CIS jos No.: 90-514 DATE: kfcrch 16, 20611 16 /wpnsSsIow SEAL AND on(m/wAL s/swArunE ������|��� �� ���� | | U o*�nn p w�n� � nv 0F THE PROFESSIONAL Ew�|N[[R/SVRv[YOR. NO. [A�c [F���/P7/)N laq .:l: t. � _�'.r"'- ��''�:(�''-� ���7•:,yr'�a�_ a��.,�` �:y tJ-, -,-'.i.+.x'1Pgr'3['�}���,Mt��'$, � ?V�'�P 9�-I��§��'�i,� [ ...jt ,; _• I I LOT#53 LOT#35 T.O.W.264.25 T.o.w.: 262 G N N "1 o N g.. C8102: L0T�145 .O.W.:260.7 [ri co " p .) STA 10+00 + + + 3 + n + N h v D w F' OT 46 T.O. ..259.50 UI 1n V) VI U O ✓1 I- m 15 O LXISIING k tr41tKLINE no m U I` m U J Pc;tl /iUL U U U TF 258.75 INV(15") 251.00 o. dt Pr.R Al 00 Don Al"i TF 255.65 - - - --Y (15'-R) DOUBLE TYP 11 PCB g101A 15'-R) PC No 85 TF: 255 70 TF 254.80 1 TF: 254.84 INV 15 249 65 INV 15") 248.35 INV(6'): 251 5 INV(6") 250 0 INV Ell) 249.10 PCB No. B A IN 18" 24 .85 449 -1 ADS N-12 0.5X 76'-15" ADS N- 12 0 .5% 4b'-15" ADS N-12 OF 1 OR 210'-15" NOS N-12 O 0.5X 53 LF " _ 0 0.86r 35 LF-1 " ADS N-12 O 0 5% DEMING STREET (•. .� O [O N M N M [� I T N 00 a, [n M O d N [[pp In N .O N N [[pp In N In Ill N IA In N [n In N In [n N Y1 In N l In N [A 0 Ill N [O N N [hp ICl N N N N N m N N N h N cl VERZ. l ( H �1.._=4 0. PROP. HOUSE PROP. HOUSE PROP HOUSE I S TOW 258.5 n 4 GAR. FF. 257.5 e / TOW 257 U GAR.FT : 256.0 I TOW: 255.75 : GAR FF 254J5 \ _ - ry S V 2 25 z � y 3 � � j 3 3 N 60 00 1 I PMf92A 1 PCB,l86 5.1 TF: 255.65 PCB/88 \ y DOUBLE -TYPE 11 TF- 252 00 C� 56 / 57 TF:249.80 __ INV(2t-):243.s6 =- INV- 245 70 .j N _ N R1V(15-)' 246,45 \ INV(24'). 246 10 � �225 er O S INV 245.50 a .A [.� ( PCBPMA �\ TF:255.65 TF. 254,37 MIV(18'):246 60 \IHV(15"):2t683 IMQ6'}. 247,60 / PSHH/34 TF 252.75 INV(24').244.90 / INV(24'):243.65 r0 N w O O t- W I INV(18'): 247.85 INV 245. 30 \\ TF 253.02 INV(15'):245.65 I iol d1 I INV(15-)-248.10 2 .16' INV 244,55 150 18' INV(6'): 246.40 19 .00• N N22'43 24-E _ N22' 3 24 E _ O _ ' 1ASTL_ h.i �? ' v TKO'0D DRIVE � oQC c Clo Z' J S22'43 24 W cAsk Z o o o o o Y TF 250 66 INV 242.60 v PROP. WATER MAIN 833 40' v n o� o uT • PROP. WATER MAIN F Am + m J , z z -- _-_- __ _ Z n = - i 1 �1 i 22 3 24 W '4 W �+ 1 1 0 p2� O TF:255.65 120.' 12 12 18'- / PSAMi/33 TF 253.12 1 .00, 1 PC8/D1 T oalel.E- TtvE H R� ? �� 6 0 INV(15'):248,40 p� INv(6'):249.15 I / ^ \24 pCg 7 .�1 Q 8 !� 9 � \INV 243.76 /� 5 5 1. O INV(15'):245.25 �00 :N (15' : INr(6-).2t6.00 / 00 59 00 � f 4 I �� I `t / r -'* . ` 7PCB/89 TF 252.75 \ �l . � ' b � r� TF 25100 INAG-)' 247.Q5 INV(15') 246. O = O INV(6'): 246. INV(6'):246 73 \ O = N I 3 <S75 wLIN- 0 24314 W �i S AN INV-248.50 0 m Fr INV=247 50 o h n ^ o V) OOI h r r N Y7 I I - O ,Ln 1 "d PROP. HOUSE z z PROP. HOUSE > N Z > H SE p i = In N z I 70W 258 50 - I z T ? OW 257.5 - z WF CL N3 GAR. FF:257.50 PROP RTOW GAR FF 2,96 S PROP.HOUSE GAR 256 U t/ _ -____ I ¢ I I I I 258.00SE i I I I 257.25 E GA 2 GAR. FF:257.00 I I I I �� 1 I I I I I `''" I I I i 1 1 I I It I II T °D l + LOT 5 0 a "* �i 'n + op 0 w o o n n T. TO ..W.:259, nNca 00 d� Ar °D n co 4 .O.W 258.5 OT 7 TO. +o a LOT 25850 < (A< - Aul -- < �4 X vV)co Cv V L0Tg48 T0W 258 0 N N �a n m n 61 x LOT T O. W• 257 m 1- p l/l w I N °[� 0 Iv49 � tv .' h y + uj or OT�t T.O. . 257.00 LOT/50 T. W. 757 25 OT�I 1 T.0-W. 2 .00 or m 1n DDnD IrQlAnr CB �86 V) V EXISTING GR DE -- LOT#57 T.O.W.:255. 5 F 255.65 NV(15")' 24 . -1.43� 1 PCB /66A 1 CB #85 TF; 255.65 22.25 -R INV(18"): 247 85 _ (13'-L) _1 X 255.65 INV(15") 24810 NV(6-). 24 PCB #88 INV(24") 24 .90 DOUBLE _ IN 24" DOUBLE: E 11 INV(6"). 24 .40 DCB j192 L7.__ TF. 252.0 SMH/34 _ INV(6"). 2iNV(6') 48.00 NV 244 5 PCB '-R TF 250 25 I V 1 R) INV 24" ' 24 .65 TF:252.75 INV 1 74 40 INV(15"):246 00 _ S N-12 4, O.SX OUBLE TYP II TF:249.80 TF 254 37 136'°-24" ADS N-12 C 0.5% NV(6"): 246.00 181 8" P V.C. O 0.40X 748'-24" ADS N-12 O 05x PC686A - PCE 86 200' C O 0,4% _--- nS LAT. 54 LAT. 47 PCB87- PCB88 LAT.#5 -�" -- - N- 17 O t.0 - - 1+8p INV 245.29 + INV.245 00 O 0 9X INV 244 66 -- ____- -- ---- - _ --� - Al 4 284'-8" P C O 04X - -- - 4+75 5+75 5t98 58 LF 15" A S --APPROX. APPROX. LO . OF LEDGE L-AT #48 INV: 24 05 PCB89-PC8 INV:243.65 INV 243.56 q; #St - 12 TF 253 12 + _. INV.244.53 O 0.55% INV 243 75 INV 243 04 C891 -PC89 A - 1.5% CASTLEWOOD DRIVE 'J "O +D 00 ON N Ip '- <.J �p � 'n ; j [A 1,-,f [n 10 "0 1 N Yl d n 'n'n 'f [[n N NN rJN N N NN NN N N N NN NN N N VERT, 1"=4' HORIZ. 1"=40' a x . ���'4u:,c9•��.�e.��i�'��'�."ai.�s�"''.'.�1�1�.�t..;�;.,,.. .:•.-ia"�:a �,is,�-,, .k' � -. � � ��`-.. ... � i. ...._ _ .. ,. , _ .. . ... ... . __... .__. . ._.._,. a-,. a��..;�-���+r.. r-aa'A?;�"^T.F :.:.-x «y:ar.•^-r- 5--- �- - �s"' -.. - - - ;r: �T F !r•a• n tiY�t,a'f.N -i Ig'9s TI ?�a 4-' sp' � '_'•fir:' �'r�.. V, r f�a t gYr� PSMH030 TF:251.21 I INV. 241.6 0 00 d W 61 00 F min 60 + co ' w Y�l\ ,� Zz w� WY. �o z J b N Z Q Ki V, ppQ.. O VI 0.LLJ a {/�� 1 N � N \/ L S INV: 248.25 N , N s6776'36"w � I20.00 ---- oJ F I PROP.DMH w TF:245.35 PSMH#132 / gb W _� INV:241.28 ✓ IN :23600 a p 95 S22'43'24`W 278.59') t MIN . _ - - - '�\ ♦� ♦ ♦ ♦ N '4 4 1.4 -__ PROP.24" F.E./ Pce /!KS NOTE. A PERMANENT STONE ENTRANCE MARKER FL:241.15 TF:250. MUST BE INSTALLED AT THE ENTRANCE TO INV(24"):242.40 CLEARLY DESIGNATE THE OPEN SPACE ) INV(15"):243.15 ACCESSWAY DETAILS TO BE FINALIZED WITH 24 LF 24" ADS TOWN STAFF AND THE SOUTH WINDSOR LAND N-RR O 0.57 SEDIMENT FOREBAY ♦\ ♦� ♦ � A1. \ \4 INV, 24550 ♦.♦?9, ♦ \9p. 18" HIGH e\♦ ♦ J 6 / eyr•- 5 �,r N TONE RM yp�\ \ x 4) A�F ♦ ` ♦ ♦\ w $#LL ';9�♦ �. I INv:245.5 5' NOE STRIP EARTHEN f` BERM; TO BE PLANTE \♦ (SEE DETAIL SHEET) ♦ ♦ \ I L� �I PROPOSED \♦ ♦ ♦, _ CBS $ SEDIMENTATION TDETAIL BASIN HEET) 4 /\♦ ♦ ♦ , ♦♦ % I y� o D�' INV: 245.70 p INV: 245.50 4 2 �< t� 6 S N 63 OF 3" CIA CRUSHED STONE / APPROX. LO( APPROVED 3 F TO BE BUILT (TYP ) ♦ \ ♦ % ♦ ♦ \ 41. PSMH#t33 TF: 240.25 INV: 234 70 1 i / AREA(S) OF MITIGATION PLANTING: SEE TABLE 1. MITIGATION PLANTS / SEWER LINE; TO BE PLANTED IN CLUMPS OF 3-5 NO MORE THAN 5 APART; SEE DETAIL SHEET 15. � � s x s /X. S.M.H. / • �1 b ♦ T F..240.25 �01 F.L.-229 55 try. I PSMH#L35 /• O TF 236 15 INV:230.45 f I LL • • 2 S71'15'13°'W (2185') • • • f / rl <. I I O I SO �y • /ry A� % • iT �F • rV l2 9�F 1 9 0 L\Op M WETLANDS k JLATED BUFFER AREAS NRATELY IN AREAS CTED. REPLACE ERIAL OVER GRAVEL N COMPLETION OF ITY INSTALLATION/ __L_ 511zT FENCE` • (TYP. ) / / • f •i TEMP 1 • I �i TOPSOIL 1 INV: 236.40 l y<' Y �;Y, < PROP ENDWALL W/TRASH RACK *PIPE TO BE REPLACE (PREV APPROVED; WITH 15' ADS N-12 TO BE BUILT) INV 237 0 \ • I STOCKPILE I PSMH#34 I 1 (WETLAND TF• 242-40 f • \ MATERIAL) { - INV: 233 50 I I/ • \ • \ i l �� • 310 go') N15'21'23 E ( MAINTAIN EXIST. CART PATH ADD GRAVEL AS REQUIRED (USE FOR ACCESS TO SAN SEWER LINE) N V NOTE: CONTRACTOR TO PROVIDE TEMPORARY SILTATION BASIN SIZED TO PROVIDE A MINIMUM OF 10 HOUR RETENTION TIME FOR ALL PUMP DISCHARGES. O O O O �O 10 O 00 n + + + + + cc + N N S Os In = n ,.Nj iF V) .7 V) N N 1- N PROP. GRADE l n w W EXISTING GRADE 246 224 _24" ADS N-72 O 0.5% 3C --+._ -- FL. 241.20 P.S.M H. No.32 IF* 4 - 300'-8" P V INV: 236.95 PCB#96 TF:250.60 APPROX. LOCATION OF LEDGE INV(18"): 242.90 EX 15" PIPE `(. 236.12 ----- - -- - - P D M.H IF.245.35 DMH-F.E. 30•-24" ADS 299'_8" P V .O 0.757 _ P S.M.H No.34 - INV:241.35 N-12 O 0 57 INV:233.50 INV?? 0.75 300'-8" P V.C.O 0 40% - P S.M.H No 33 IF. 240.25 279'. 8' p.V.C.O o. 88Y• INV: 229.55 I 00 a N O N M -ar rY 00 Nr N +D v N O N O n N ^ 1) N 0 °.�° N rJ °'. N 11 or N .D v N n =r N - g N °r,° CJ (0 (` IN r� N Ol N N K N t\ N Y7 N t[) °; N 'f N `1✓�'�y�.C'�r�"�;'WeT, -:a\'��e•M.;'��,�.,'+,rl±�fi�'h�:.x''t;'��.. ;���. .��'c... r 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE. ---"--"" - - - -- INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 7-23-01 CONSTRUCTION. t 5-11-01 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE REVISIONS REV. PER APPROVAL CONDITIONS REV. PER TOWN COMMENTS DESCRIP TION L f�k .• .:: �„+ a �� y' , i , C > S Y :73; _" i f 3' "fr `y ' �,. 9 t .:( ' A GRAPHIC SCALE 860.291.8755 djesign I rofessionals Inc. ! I, �� Civil Engineers Planners Surveyors Cl; g 165 south satellite road south windsor connecticut 06074 L° i�/r,1l1VU'IJn0IF 0L c`-' - (IN FM ) +O ii. DESIGN. KMl ORA WN KMl CHECKED: GBS KMI:�, KMI J05, NCI, JU-514 I QATE: March 16, 20U7 BY' DRAWNG NO.: 514 SECT/UN6 514-12 dw a :Yr�tr4. .Z).. ai :#: .: WF,. ,s,. --.v ... .�� .f?.�: �•-'-�. __ I� ... . .- .. ._. -ar.•s k ..,:... �,P4��.. :. ,I4., .� ) J. s �;. �': _ : �J,,,.z.e1 .f �i!v F!�7�rt:....., � � ' ''�iLri ., :..:a: �C�....Y.�. � ..,.. PROPERTY SURVEY/RESURVEY PREPARED FI)P DEMING HILL ESTA TES 5EC71'llONS SA (a (0 SHEET • 4. m r*"q- La-6j- m wlp. MFA ��l MAM -;�o rlp4o -k256.0 I I ?D 0 z 64 9) A167T wapv wwav P4V,0_ IN 2.90 0 25,_P'37 sq. ft. AT REP ROCK IS APPROPED, NOT BUIL T 0. 57 cc. 615e Z I. 0.66 m�`' NO 7FY4) Lm 9'. 2 0 2�8 256 PCs No 89 TF: 252.7 1 43.80 I .5246.00 ffl,�Vkb),246.7,5-1' 0"o W INV- 248 0 ��¢ No p-, If ' 8gV:7- -2-54 � g � II II > ;p ;Uj iNV F®R 0 ivn, INV=24�9111,zA��i� btu. am'�3� PEI V10/11 N oil �1 25,200 sq. ft. Oft �? M/ 0, 00, o V, � / r/ V/ I� 0.57 cc. .�e ---------- w A >: 15' S.Y. 252 A 0 Z).T .V Li-!L -S.Y. 44�` 4.0' R. Y. 7 `n >: ♦v) :to; iw4 t5 0 7 0. 50 cc. . p -7- 57 S.Y. Y_. 26,,309sq. ft. R. T rf 'A 58 25, J71\ sq. ft. 49 0 \ �' \ ` Sy NOTE 4 / / e 1 7 A 70 (SEE NOTE' t:, i .l ts�,. �1 _ �, . ( ,LL 2.5,200 sq. ft. 4 A 0 I�V4247,0 oo .31,365 sq ROP Yll 4kf 5 'SEE- NOTE �14) 0.57 cc. C TO(,k- rn M., /S 0 I\L\ 256 INV INOL"246.7511 PILE TO .77 Iff. • > HOUSE lilt �F It I >_ 101.1� v) TOW: 2 55. 5 c PROP. HOUSE > 7 '4) 1 \ I AR. FF- 254.5 V) 1 1254.2 2 TOW: 256.25 >: oo GAR. FF: 255.2 , 1 11 1' , - INV*.245.50 ri elk. ANTI TR CKING INV. 2 NV;2 f INV�,24&2511 50' F. Y. F Y L5�F Y. 7: 7 20 SE 6BJ 5A W.-K, 7NT'� LF.Y. > PCB No 91 8 No. - - - - - - PC DOUB V?E -250. TF TTF: 2 4 INVT 6�;?: 24&25 INV(I.*"): 243. 1 .244.15 IN ALL DRIVEWAYS SHALL BE GRADED TO DRAIN TO THE STREET MEN ABLE 246.0o DESIGN OF SWALES ON EACH LOT SHALL BE DONE TAKING PCs No.83 P.S.M.H. No.30 0 2�4 RCB-CL#9 TF: 251.21 249.00 INV, 241.65 - 00 N I D244 7 INTO ACCOUNT THE DESIRE TO PRESERVE TO THE MAXIMUM EXTENT INV(15"):245.75 245.50 FEASIBLE, THE NATIVE VEGETATION ON EACH LOT PROf-OSED 4' CONCRETE SIDEWALK x" 0 LF- 15* AD M IN .31 _P WA UR MAIN 20 LF-15" AD 4o - - - -�246 L.F. Pl- PVC 20 LF-15' Al� 11 TF: 252.8 INV' 243.7 ;.1,,1, 360 L.F.A4 - 8" PVC 0 0,71% N-12 0 3.75 1* PVC 0 1.3X1 L 0 OMIS B 4� i 10�?A4, 7 4N 1 9 0 so I ROADS -:r26 LF - 15 ADS 0 0.59% 15" ADS N 12 0 0.5% 236 7 n z 236 LF 5" ADS N-12' 0 125VF - 24ADS N - 12 0 0.5% ' =2:211411 'E 7'\ S6,7'1 6'36 LEGEND Rh I' -------- - rt 1 W %--F PROPOSED 4 CRETE SID qr,7*1 3tl f'jPi;, 20.00 X-1 PCs- 16B No. 96 7 '".S.M.H. No.29 127W PCs No.94 12 00' 10 0 IRON PIN - TO BE SET 120. DO' M.H. No.26 120.0( 120.00' EX. C8 A H. No. X2 DOUBkE- TYPE 11 TF: 250.86 DOUBLE: TYPE 11 TF: 250.60 ASEME T) TF7 2! "U.. (P.S.M- TF: 24ftO -.242.65 wd 0 EXISTING IRON PIN TF: 2��O. I/ \ 't C 4. INV LNV�24 .22,42-.10♦V %TF, N 1! 2 NV 243.05 V 15_ 5 O.0 N. 'EASEME T) INV( �N 6*): 2 .75 25 INV- 244.75 :NV A 3 25 INV( 3i EXISTING CATCH BASIN AN PIPE ANT RTNrl-- 244.55 256.82 MONUMENT - TO BE SET A PROPOSED CATCH BASIN D PIPE INV. M.153 4- t !{PHA E 6B� 52.4 EXISTING SPOT GRADE RIVE EXISTING CONTOUR AND ELEVAII-1, 2�4 /_S�O I STOCK --ma- PROPOSED CONTOUR AND ELEVATION ul, -COED- I " - -- - N 'I A EXISTING UTILITY POLE 257.71 � 1-1 - N r T� RE 0 1 50' F.Y. 50- F. w F.Y. t4 F' /INV7_46.5 ��O' F.1 5W F. Y. EXISTING TREELINE -5C,` P _ �_F. F.Y. 5 ol F. �5,0 z INV2 .25 %AA%o PROPOSED TREELIN 10 F, I z % I Iv, CD Ln V) _F� I PROP. HOU 52.50 kl ct PROP. I HOUSE 11 254.2 in t _ I I z ' !ik 1 GRADE TO DRAIN t PROP. HOUSE f 4�- PROP. 11OUSE TOW. 256.2 TOW: 256.0 10 1 0 - L TOW��1�4� GAR. FF: 25& TOWf257.O in SILT FENCE CAR- FF: 256 0 CAR. FF: 255.0 50 GAR, 3.50 253.0 PROP. H PROP. HOUSE PROP. HOUSE TO in TOW: 258.25 TOW: 256 0 AR. F 254.2!�'- CAR. FF: 257.25 TOW. 254.70 253D G C6� N255.0 p eq 253.70 GAR. FF7 k254.7 25 6.7 : i >�. 253.20 NOTES: GAR. FF: 255.0 2533 -4 1. HORIZONTAL CONTROL BASED ON CGS DATUM. 252 2. THE STREET TREE EASEMENT IS ONLY FOR IMPLEMENTING STREET PLANTINGS AS DEPICTED ON PLANS PREPARED BY PLANIMETRICS, LANDSCAPE ARCHITECTS. SHEETS L1-L2. A 60 25,200 sq. ft. 3. THE INTERIOR PROPERTY /BOUNDARY LINES ARE ORIGINAL u>i: 2�5,200 sq. ft. 0.57 cc. .25,200 sq. ft 25,200 sq. ft. 25,200 sq. ft. > 25,200 sq. 'ft 25,188 sq. I(. '�2 1� - (SEE NO 7E #4) co 0.57 cc. O. 56 cc. FIELD SURVEY TO CLASS A-2 STANDARDS OF HORIZONTAL (SEE NOTE 15�14) r- 0 c"I Zo. R.Y. 40' R. Y 40' R. Y. 40' R. Y. p ( I 40' R. Y, 40' R. Y. 40' R. Y. IL LINES THE EXTERIOR BOUNDARY LINES ARE BASED ON A 0.57 cc. 0. 57 cc. 0.57 cc. 0.57oc. v' \24,422 sq. ft. 0. 57 cc. L 4.0* R.Y. ACCURACY 4. ANY ACTIVITIES WITHIN THE REGULATED WET] Akin'-, AND virn Akin BUFFER AREAS ARE SUBJECT TO REGULATION BY THE TOWN OF 248 2\0 SOUTH WINDSOR INLAND WETLANDS AGENCY. THIS SHALL BE 0 WImlt I gPS NOTED IN THE DEEDS FOR ALL SUBJECT LOTS, AS WELL AS ON 22� LF 4 A 246 THE BUILDING PERMIT PLOT PLAN AND BUILDING PERMIT AS -BUILT ANIT6R R E MENT _IIN F T OM� 20' S 0 Y�, OF SOUTH VARDSDR SURVEY. ja! �44 Z;. FAVOR F em eri; _Ej I S 67*16J5" E S 67-16'.36" E (720.00' TO TA,�)- I I PROP. D.M.H. S 6776'36"T,725J.2.3' TOTAL) PROPOSED 24' F.E. TF: 245.35 5. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS -4- SEDIMENT FL- 241.15 2A E AY CONNECTING INTO STORM SEWERS. PROVIDE ACCESS TO SLOPACE - - - - - - - - - - - - - - INV: 241.28 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 - -- - - - - - - - - - - - - :�,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - At IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS 18" HGH SHALL NOT BE ALLOWED IN CATCH BASINS. STONE 2430 4-(BERM 4* EkSTING z 5' WIDE STRIP EARTHEN 03 SEE SHEETS 15 & L2 '4� lJtKM; TO BE PLANTED o 5 E D! M E N T A I 10 N 243.0 0 BASIN No 1 FKL)F. GRAVEL LOT 4 SPACES (9'X20') --- - - - - - - - - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 240.75 MAP REFERENCES - - - - - - - - - - - P.S.M.H. No. 32 TF� 243.00 1. "BOUNDARY SURVEY -LAND OF JEAN MARC JACQUES, SOUTH WINDSOR, INV: 236.95 PROPOSED CONNECTICUT, SCALE. 1"=100', DATE: 11/20/92, MAP NO. 9021 15WIDE STRIP SEDIMENTATION BASIN #4 PREPARED BY GARDNER & PETERSON ASSOCIATES, TOLLAND, CONNECTICUT. OF 3' DIA. (SEE DETAIL SHEET 16) x CRUSHED STONE SEE PLAN & PROFILE OF SAN�fARY 2. "BOUNDARY MAP SHOWING APPROX. FUTURE HWY. NON ACCESS LINES, a F240.751 SEWER FOR 41[�DI-TI,ONAL EROSION HARTMAN TOBACCO CO. PROPERTY, SOUTH WINDSOR-MANCHESTER, CT-4. V 1p 41.87 JA lo PA 7H SCALE: I"=400', DATED JAN. 10, 1973, REVISED 1-10-79, SHEET NO. owl CONTROL MEASURES, REQUIRED IN ro BE BUIL I OF 1," BY GRISWOLD & FUSS, INC., MANCHESTER, CONNECTICUT. X241. 241.0 ET 1 X241.2 THIS AREA. (SHE 2�,, 3. "SUBDIVISION PLAN, MAP OF LAND, PREPARED FOR THOMAS M. BURGESS .. .. .. . ... .. 40.96 -435. f)ATFr) 1- 5--qo RIDGE ROAD & DEMING STREET, SOUTH WINDSOR, CONNECTIC UT, 1"=100" -7--Qn" PRFPARFf) A JOB NO. 89 RF\AcFF) 2 By N41", 0 DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. m I UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS PROPERTY SURVEY/RESURVEY x LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE __T____L - Y PREPARED FOR ET INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE SEE11IMMENTAMN AND EROSION BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS PLAN IS FOR SEDIMENTATION AND 40 C1 20 49 80esian CONTROL PLAN DFMIATCY MILL FSTA TF4q 2, ALL U71011ES ARE 'TO BE STAKED IN THE FIELD 3 8/6/01 REVISE BOUNDARY INFO I I i - - - BY A LICENSED LAND SURVEYOR PRIOR TO 2 7-23-01 REV. PER APPROVAL CONDITIONS KMI EROSION CONTROL ONLY., AND IS NOT TO ofession SEC TIO, INS 6A &B CONSTRUCTION. 17r als, inc. DE -SIGN.- KIWI IN MET _CKE-D. DRA WN- KMI CHE GHS 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 5 REV. PER TOM COMMENTS KMI BE USED FOR UTILITIES CONSTRUCTION. I inch = 40 ft, I Civil Engineers Planners - Surveyors - CIS JOB NO.: 90-514 DATE: March 16, 2001 1 �� IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION 87 165 south satellite road south windsor - connecticut 06074 DRAWING NO.: 15141 SEC TION6 \ 514 - 1J. dwa SOUTH WUNDSOR CONNIECTRCUT yy t-r. TT j 91 IT, K;rf -A N f A. SNET Co 1"t No, 36 Co. Co 36J qE 3 C. SN - - - - - - - - No 59 '4 3 _4 V ANTI TRACKING APRON ",,OP."Q EDGE SP EXtSTING-FOE 'CF PAV6�_FNT92 (PHASE 6B) OF PAVEMENT— 5152 2 .60 *Z 0- 2% EXISTING 4 SNFT Co. 00 SANITARY M.H. E -7, - - --- - - -------- ---rP - -A No. 356 SKT Co 0. M 101- SNET -1 OWON INV- 2 ------- :_i I SIN I ��o , I I IADS- A -1Z) AQ 20' N - i No -3ra4 0.8s;i, 51.02 '6 -1* ADS N-12 0 C. V(I 5-)- 248,45 83.61'o No �3 C DIRIVE - - - - - - 15151' juu 527 210 0.63 24E 14 -15" ADS N-12 0 I.Ox ON zln�t fS--AFS 7N1 - .13* PCEI \ - I ,,.,o,1N 15"):250.75 25� QL&LULE. TYPE 11 am m94 -[jEA V� TF77!M 79-� PCB No NA '-SRET- 10101A NET Co. !N�15 ):250.00 TF"- 254.8*0 pm SN�T Co. 6:1250.75 249.60 OV(15")- 249 60 TF: 55.65 TIMM 25 Mn� 1-MT ? 5�1 FAVOR OF THE-T Q 15"): 248.40 HOUSE NV 219'r.9' ,7 PC .. 8 ___258 / INV(1 5*): 251.00 SIDUTH VANDSOR F.F.Y./ LL . '..w C 50, TREE EASEMENT "A!, (REMOVE AND FILL I )1: EXISTIN IN FAWTOF THE TOVN OF SOUTH VAND;OR PC8 No TIN 255.65 V! 3.0 50' F� Y Co. wm iNA1812 7.85 p 258 1. N 5 248 10 T-(SEE-(SEE DETAI 47 GRASS 'PROP. H S ISLAND .262. TOW PRO, >: EXISTING - GAR. 1-1- 261. % 0 DRIVE- R V) GAR. FV 259.7f) PROP, HOUSE 1 00 _WF Y. 50' F.Y. TOW- 260.75 SOIL jj. 607 sq. ft. >: 1 Wv 7AII-M, TOW 259.50 AREA 37,711 s ft, A GAR FF'2M.50 0 77 cc. INV-249.50 PkQP. HOUSE 95 INV-253,0 INV:254.0 ^' No. 20 TO**%284j25 40' R.Y. 70 '258- 0.12 GC. 40' R P.S.M.H. No. 37 JO, 368 sq. >: To PROPOSED LNG Y ft. CAR 2 P.S.M.H. No. 38 C3 HOUSE cu TF: 259.75 r15- 248.0 �0.69 cc. INV: 249.0 >� I TOW: 264 0 MOVED) >: TOW: CU X GAR. FF: 2603.0 25� 262.5 18 L.F. 8" PVC 0 1.38X P S H No. 35 (n P.&H No. 36 M > TF: 2 . 7 TF: 256.65 m_� �V R2:t6jMQ5 N I I 257.0 0 _7 S -248.50-o > 0 w LA PEI �B2 INV. 2 .5 Ell 30, 681 sq. ft. .31,992 sq. ft. 0. 7J cc. �i 0. 70 cc. 25.4- INN'Sn"1�11' --------- 7) 40' 01 V1. vl'o 25,200 sq. ft. w _(B f L!!� R.Y.] 0. 97 cc. 0 0.57 cc. (SEE N07E IIN) 0, ------- r 4 GR) WE TO DRAI� ffill'o 256 'A la Z =[am iripl,11,1301311111"o 'Affill LL Typ.. w /oo,_ AR S CLEANOUT Oo 'o w (TwT INV 249 5 F XN V10 A0 0 U 7-,4'Tpt-7 -777777 '7A INV=2 1,00 H. 34 INV: 244.66 C 0 25,200 SQ- ft. :rrx 0.57 cc. >: > _1%. - ----- L LZ I CLEM T -0 b (TYP. S�l %07 PIL �"R E A STREET TREE EAaMENT 25 20 IN AVOK OF 1HL I/qWN 01' w _0 SOUTH WINDSOR ;U wFo 30 80 mo. - 1z"ZZIzzey, 80' R TED REMEW AREA *7) 0 C: kk (p .7- �Fgo 110 1 V0 1�9 Stw1w_q0N -ESTAJE-S Am AT R02 ROCK IS APPRO kED, 25,2�7 sq ft. 117,J72 sq. ft. 8�6 NOT BUIL 1: F 56 -,qE NOT, f4) Ell 09 NOT��447 56 P.S.M.H 2AO 2�8 P 89 1 9110 '01, 43.80 -15' NV 15"): 246.00 N W_ T I 7N 724 1&1 �O S 2-5 4 C, CA I Tii� w Z-- 9 0 S 10�1 V 25,200 0.57 cc. PIC, A Ll mll, MEN/mIl", A ;7 111 5 ;A 26, 309sq. ft. 0. 60 cc. arx '10A L '01 010, t .a h W �- ��m� ?r ,y .w.aa sy PC3 QY1 X44w, g0 INV-024 F 00/00 0-1 MV-248. Ilk I 1 0 0*,�- UNLESS OTHERWISE NOTED, EXISTING UPLJTY REVISIONS 860-291-8755 PROPERTY SURVEY/RESURVEY PREPARED FOR - LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE SODWENTATION & EROSIONTHIS > < I INFORMATION. ALL EXISTING UTILITIES SHOULDGRAPHIC BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PLAN IS FOR SEDIMENTATION AND 4p SCALE 210 CONTROL PLAN DEMING HILL ES TA TES 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO MHUZHUr4 t;U14 I KUL UNL Y 9 ANU Iti NU I 0 �D -Mesion ■ J:Frof essionals, inc. SECTICIVS SA & SE 3 8/6/01 REVISE BOUNDARY INFO CONSTRUCTION. 2 7-23-01 REV. PER APPROVAL CONDITIONS Km' TO BE USED FOR UTILITIES CONSTRUCTION. I IN FEET I DESIGN: KMI DRA WA(- KMI CHECKED.- GBS 5-11-01 REV. PER TOWN COMMENTS -:1 JOB NO.: 90-514 DATE,- March 16, 2001 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch 40 ft I I Civil Engineers • Planners - Surveyors - CIS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER; suRVEYOR. 165 south sotaliitc road south Windsor - connecticut 06074 30UTH WRNDSOR CONNECTICUT NO. DATE DESCRIPTION DRAWING NO. 514 SEC TION6 � 514 - 8. dwq SHEET I A Z 16 mwlrr--z 0 I : • � .r yrlI ii 4. , -. A I . � � . w L: �1. , - , s �',f { .- '' '14-1i.}�11 _. r•' �3\ r �1f� r ' :I:. 7 ' ;7 I - ��-"�A,%�.-*�;A-"4.*,�f*-*,*,�Atwi�- �:.-,*%,�*�o,i:,�**;�i-,,�,4,�,mr--o,**k, 14�W_*V*X,X upslope from posts. the end of the post. Imesh fencing to •r el • 1 AlI�J, IER;1=11E i--41,., -=11t ,.(Ql1'=t1 1=i7v��.1,,- 3 Attach filter fabric to �c� 4. Backfiu the trt the wire fencing and extend and compact the it into the trench excavated soil. CONSTRUCTION OF SYNTHETIC FILTER BARRIER N 411 N 0, [,• " �1D PACKED STRAW LAN VI COMPACTED BACI!nLL " 4 BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW i BETWEEN BALES TO CREATE ,11 I rl1 1 THE EXCAVATED SOIL AS SHOWN ON THE UPHILL SIDE A CONTBR/0US BARRIER i 1 OF BARRIER TO PRE- ,Il PIPING BOTTOM OF DRAINAGE WAY PLAN VIEW i71�11IIiIINI,17111 ; a. l Mis ,'v ,,y y-. T'. R.' !.• .:Ji.•f y,]..T +^•i�'' �'*•.,7J _t'4 7 _ ltl,Y �.IiIIII r.,I MW-11111.", rr,.. 7 , : ' T i `P �r Y A g. •:1'.*v .i!' 1 :t kis y; t: ..X.i� d1• f'.i�'._.`f_ fir_ i.�1i, . ,J.,bc YY_ 0114 .. ,31' ,.'C r x+3 a' _._ 1i .' :L`. ..rt. ..r,T•��j�! L I�}� .. tt'4i31 #�T "e'e1'�'_"'dd�i;" 4'SM' :. •C"�. 6+`�.v 7. ,4 _.C, P+ ••'L� f 4. � R/rS ~' k 16'E 'A �,:' ' .. l ma�,t�y�, -1 yVt '% P t. ',•Y '' A`. r t • �. _�.-,v ?;.�I' '�RTa�'f.. f .4 L f }'. •.'I .. , • C8 GFLI V.k1l : kY.V.:. 9 O 9 P i- Storm Sewer Structure ,#' ,' r+. , FILTER FABRIC , ,,nl4i .al.,,. ?i f. , . !'Pr 4k _...;, +mom -. _ I Note. Bindings shalt not come ` ,, < 'A - _ In contact with the ground - A ;"k`F� .a Y r,4* .'Y ' t , sLscRADE '. ?s . Flow flow '` *� `�:. i G VI + v NOTE. REMVYc %.D ;r Anchor with two 2 x2 x3 .,, r, ,1yr Stakes in each bale. .A (�, "' GRATE. PLACE FILTER. FABRIC 1• , , z tF I REPLACE GRATE TAKING CARE z1 "". y * . 11,4 - t �: e'.h c ? ' >T r' NOT TO DAMAGE FILTER FABRIC ,.,, • - - - ;:� aY;•.ti_ .,.tip, a ¢ L ,ZIA t I!-�.,,, I ANCHOR W/STONE OR EARTH PILE. , r y' .. -, a �! ' ` ` Sex yF c.' r ,' ' t h r "fi4 �S , M e. �^-*",., �',r r, s1 �i ►•r+ t. 8.. $r: vi. r5 A. � z r cj G • CATCH BASIN GRATE HAYBALE INSTALLANTION AT CATCH BASINS SEDIMENTATION CONTROL { L I N T.S.N T` 4' TOPSOIL AND SEED -,� 10�-0 i I i ' +r�k' ��r a.s NOTE: SLOPE OF CHANNEL TO MATCH , �'��k EXISTING GRADE. LENGTH TO BE 15'-0" ,�`� °' `�3t SEDIMENTATION BASIN #4 1. I��}��"y OUTLET CHANNEL DETAIL 11 <R'f 4i 4 ^ '" f' L*irex a x, ru 11a YV,' f 4'.0i y� ail � ,r k x, t �, N.T S .,, Tr- 'Its M ' w '7i..," `ia� %,S fi 4,11r t 1 , r , a 1.�� x� iIl. t , }} .,, ;'.� e'. M r ;"7 r ; �� ., c . a 1. p1w' + I - ,��, 1, , ti t ' '" , f. * l �,. .� r Y ' J. f r� I.; :i, ' :t , 1..' - G3. , ,t .•' - .. .11 ,� "�, ji � 3C. :p. y . 4 r i, dE 6" CT D.O.T. Y STONE TO BE PLACED 4r,. ,,, f t}K z OVER FILTER FABRIC MATERIAL ,:,rJji.�.:,;. 1,1, .. ��, r � �+ 7 �, SEE SEDIMENT AND EROSION I1!j#. 11 ;v'r. 4 ) ( - � SHEET FOR PAVEMENT WIDTHS a� q �l•-- - D L.e69t144d I EDGE OF PAVEMENT NOTE. �>* AA*'-_4`�1_1 THRU STREET ELEVATION AT POINT A SHOULD °„`T`e R THAN EIFVAT,ON AT ANTI -TRACKING APRON CROSS SECTION N.T.S. BALED HAY OR STRAW INSTALLATION NTS. $UBDIVIS z Pl{rPERT- Y LINE__ THIS PROPERTY REVERTS TD ABUTTING PROPERTY OWNERS W14 SfRlE1 IS LxfEMDEB. PAVEMENT . ,"I '"-1*N1 g!", 1, 111, �A-r .1�;\ k w• .F "'; EXCAVATED 11�:. TRENCH WIDTH //////////i _, s . a• • . R /�1 FILTER FABRIC MIRAFI 140s OR EQUAL ADTH OF GRAVEL DRIVE TO BE AS SPECIFIED ON PLANS. GRAVEL DRIVE DETAIL NI 11z ,.',- - - J PLAN VIEW 14 SECTION X-X XW ) ,~R: // F 1 SFCTION Y-Y DETAIL 'A' '-- 8' ROLLED GRAVEL FILTER FABRIC WHERE REQUIRED "t• DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. I- o Aoall� ,_ I fr r a END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP. ANCHORED TO CULVERT END - - - FLARE - I RT END REINFORCEMENT _ I Qi UTEF_plY N GflnER Of �!1 YM AREA Or ,el NIA ,i R= U7NroR1Dwo rAAU" row: e0.NJ!„ nxn � fO.MlU /DOT Ir It* 0.054 t-oass� Ir ,'-w aaDo 0.090 I 1,11 I-r CL72 007$ FLARED END DETAIL .T=. NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP ) a • ,,--PIPE •._•-BEE NOTE 01 I Ak Sr� •' . ,• •. a ". �� 4 ar �yc' it ...I. , 3 - 4'-0" (MAX.) x�11. r,J ; z r (TO OUTER MANHOLE WALL) 1'-6 2 MIN. SIDE WAIX�I[fi,,��qq�����''yyq�,,,� x��yd-,.- _-._. __... __ .. _ __.- , `CVHERE_REOUIRE➢> ._.._ - .'�.,.1.�1'f,�e� lvyT7;k t { �' n,,, nu"n, WTH Fern, rsi sIDEVALx TFi 4 wY i !rnc � PLAN VIEW �p (WERE NIEaIIN,Em ' `+. RIGHT OF VAr LIrE � IYITE, FOR PERMAIE:NT .+ \ ."[ n ,4. r$2^i. •-rq!s:Sr. .: '�.' CUL IX: SAC SIDE VALK .Y' .. ' i SHALL EXTEND AROUND :-! .. -� �'= °�-sA� - .�; SEE NOTE 3 1. PERMANENT RESIDENTIAL `1 ''`F TEMP❑AIRY ❑R PERMANENT � - •' `;`- SAND BLANKET (TYP.j FABRIC (SEE NOTE #4) A CUL-DE-SAC rt � �'t , RESIDENTIAL CUL-DE-SAC PIPE L� Vr�t'. t; t iF x# r " , , / y';1� .r ,j�]I,L'. �"a/fi;: Fti-,~R^#>J,.'...fi� N1.,: .,�{. ram' 9 +ems .'V .i. •. ..n ;.ht '. hv'S`� .: f •t a. -..'l %' r IM, y;it. i 4.i' �1•tf• ti ,a_ , x ► •. Rd ! r. .. Go .1 AL` HM RY THE MAXIIAM HIM = Dr DRIVEWAYS WITHIN A�11 fi �.- CLX,-DE-SAC t ADDVE AIE LDNC SNNQrfW SMALL K EDITED Tp TNNIEE. '' v 3 t ,� , - �ii. ;ir�l �.4 , -- ; . t ,.. r , eri., w\ z t�. ` 4 . N SCA : • 3i ii .. 11' 2 s c ! '. F. � `i ... { ° ..:<?� RESIDENTIAL CUL-DE-SAC Etill �It,� h#�y •.. ..:t, tA.. :l ri �y ;si _ 1i 4 T LL fI',`1: . l r'! • • a �, * ,� ,.,__-:.>.,..,.. DETAILS .�' rf` �� - i fT ` ,t'. err. ;v ih�Ve ;•��r'c'if,. s... r ��xh ►,. .I'i ";. n� 1!`.`;,yY's�r ii�'y,,. .. ., A , n � 4 . {{ 11 ,� _'A'-,-� I. -r.. , ear , . qr 9 s", ti ::.. �.1 t t .Y ,�, - i �.,:./ y L'r� k oI N ., • „ r . ,,}i. 'sr, ,;�. .ti >�, '.• �� 1<. "jai ':%�.A yLy{ ,i". ,�;�:. �T',`,,,* 4��i ,..- :_ c ++ •: 4 rd.�?e; 1` ALL MATERIALS ARE TO MEET CONN D.O.T. SPECIFICATIONS FORM 814A A AMENDED _` BOTTOM OF EXCAVATED TRENCH � v EGA `", ..L'r: '�' {- � 11�5 ,� T r;,1A N c. �f'1 - I t1. J" ,� NATURAL CLAY r ,,- -- EXISTING CENTERLINE pF TOWN ROAD `'� ,0�-`K's 30' MAJOR COLLECTOR r' 1g F= 3/4" BROKEN TRAPROCK (TYP.) A 25' LOCAL E MINOR COLLECTOR SYMMETRICAL ABOUT CENTERLINE TO TOP OF PIPE. _N 25' MINIMUM FROM CENTERLINE WHEN DEVELOPMENT TAKES PLACE PROFILE VIEW BITUM. CURB OR AS TO BE DEEDED TO TOWN pN HOTH SIDES OF ROAD, DIRECTED BY TOWN - _ Iy. 3,.I h W. VARIES; ,. � a'T'r,:.. A NOTES. AWI R VARIES r i L 1 y'i j«..i r k' '"".4 a� - ESID 1/2 EXISTING EDGE w.', T } .' r "s VARIES PER FOOT i 6' /-pF PAVEMENT _ +•YI N „�s :: s _'� *-Y 1 CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF NDTE4 �__ SLDPF Tt] MAT?, _, --- MANHOLES, AND SPACED A MAXIMUM OF 100' +/ APART, OR AS 1>✓S _ FILTER FABRIC SHALL BE NONWOVEN J NP , _ DIRECTED BY THE TOWN ENGINEER. CLASS 2, WITH PERMITTIVITY OF 3'� X - -- s ,7 � 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON 0,5 TO 0.1 SEC"' AND ADS OF 3' BITUMINOUS CONCRETE __ " "A a 'i I0.43 i m TO D.22Mr1 AND SHALL MIN OR MATCH EXISTING MACHINE CUT FACE OF EXISTING ,ir3 y ud BOTH SIDES OF TRENCH. MEET AASHTD M288-%. PAVEMENT. SEAL WITH LIQUID y't ll , x '. 12' MIN. PROCESSED STONE BITUMINOUS MATERIAL M.0402.y e!^�Fjr �e t* rye , , OR 6' MIN. STONE AND 6' GRAVEL -/ / l M:• �, ,: • 3. YMERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND OR MATCH EXISTING ""` 1. e a ALL DEPTH MEASUREMENTS` REFER TO THE TOP OF ROCK. - 4:- c �h .,+ 7p DEPTH AFTER COMPACTION, N A Tl 1 R A I �� Ay ?- Pp -y v s R , ;M T,r , � DRAINAGE STOPS }iW =Hc5 "E' - : ,k,.- yli r �".a y r x ---- NOT TO SCALE IMPROVEMENT TO R` r r,,, ,.1 )'qj �,7, a it NOT TO SCALE yt . �# EXISTING TOWN ROADS �; 9t•. `. .4 I. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ---- -.--__...--' .. - - ----- -- INFORMATION. ALL EXISTING UTILITIES SHOULD BE FiELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN 1S INVALID UNLESS IT BEARS THE 1 1 5-10-01 REV. PER TOWN COMMENTS KMI IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/ SURVEYOR. NO. I DA TE DESCRIPTION 8 )' ANTI -TRACKING PIPE SIZE A I B C D E I F G i H WT RIP -RAP I IN TONS 15, 18, 10' 12` 1 7' 8' 1. 1/2, 1 2' I' 1' 1' 1' 1 4 1/2' 5' 1 1/2' 2' 3' 4' 1 6 8 21' IT 9' 2 112' 1 112, 1' 7' 2 1/2' 4 112' 12 24' 17' 20, _10, 13, 21/2' 1112' 1' 8' 21/2' 5 1/2' A5 22 30' 3' 2' 2' 9' 3' 6' 36' 22' 16' 31/2' 2' 2' 91/2' 31/2' 7' - 33 J EXISTING GRADE-7 NOTE FILTER FABRIC SHALL BE NUJVOVEN CLASS 2, WiTH PERMITTIVITY OF 0.5 10 0.1 SEC ` AND AUs OF A 0.43 Mr1 TO 0.221m•I AND SHALL MEET AASHTO M288-96. B I NDTE� THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OP MRCS METHOD PING GRADE THER SlH'iFACE RiAL /' z ��1 - ,� JJ \ FILTER FABRIC (SEE NOTE) \_18P' INTERMEDIATE ZENDWALL OR FLARED END -6' BANK RUN GRAVEL RIRAP SECTION A -A ENERGY DISSIPATER NOT TO SCALE GENERAL NOTES: 1. HORIZONTAL CONTROL BASED ON CGS DATUM. SEE PLOT PLANS FOR ADDITIONAL BOUNDARY INFORMATION. 2. THE SUBJECT PARCEL IS NOT LOCATED WITHIN THE 100-YEAR FLOOD HAZARD ZONE PER COMMUNITY MAP PANEL NO. 090036 0005C. DATED MAY 1, 1980. 3. INLAND WETLANDS FIELD VERIFIED BY JOHN IANNI, SOIL SCIENTIST OF HIGHLAND SOILS, STORRS, CT. 4. CONTOURS ARE AT TWO FOOT INTERVALS UNLESS OTHERWISE NOTED, 5. TOPOGRAPHY IS BASED ON M.D.C. DATUM. 6. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS 7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 8. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE TAKEN FROM THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455. 9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND THE DESIGN ENGINEER 10. ALL PROPOSED UTILITIES TO BE UNDERGROUND. 11. ALL HOUSES SHALL BE EQUIPPED WITH ROOF LEADERS AND SPLASH PADS. 12. MAXIMUM SLOPE OF CUT AND FILL AREAS TO BE 3:1 ALL FILL MATERIAL IS TO BE CLEAN MATERIAL. 13. ALL STUMPS TO BE CHIPPED ON SITE. NO STUMPS ARE TO BE BURIED ONSITE. 14. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 15. ALL HOUSES SHALL HAVE FOOTING DRAINS CONNECTED TO THE PROPOSED STORM SEWER OR DISCHARGE TO GRADE. FOOTING DRAINS DISCHARGING TO GRADE SHALL BE EQUIPPED WITH RODENT SCREENS AT THE OUTLET. 16 FOOTING DRAINS SHALL BE 6" PVC WITH MINIMUM SLOPE OF 0.5%. 17 SANITARY HOUSE LATERALS SHALL BE 6" PVC WITH MINIMUM SLOPE OF 2.0%. 18. PRIOR TO INSTALLATION OF PAVEMENT BINDER COURSE, ALL HOUSE UTILITY LATERALS SHALL BE REQUIRED TO BE EXTENDED A MINIMUM OF 25 FEET INTO THE LOT, WHERE BLASTING IS REQUIRED FOR SUCH INSTALLATION 19. SEISMIC MONITORING SHALL BE CARRIED OUT VIA A THREE -AXIS, CONTINUOUS WAVEFORM DIGIT17ING SEISMOGRAPH AT THE NEARE ST STRUCTURES (BUILDING, STORM SEWER, SANITARY SEWER). EVALUATIONS OF SEISMOGRAMS TO ENSURE COMPLIANCE WITH USBM 8507 SHALL BE PERFORMED BY A PROFESSIONAL SEISMIC CONSULTANT ACCEPTABLE TO THE TOWN ENGINEER 20. BACKWATER VALVES REQUIRED FOR ALL FOOTING DRAINS CONNECTING INTO STORM SEWERS. PROVIDE ACCESS TO SURFACE IN ACCORDANCE WITH THE LOCAL BUILDING CODES. ACCESS SHALL NOT BE ALLOWED IN CATCH BASINS. NOTE 1 SILT FENCE TO BE INSTALLED PRIOR TO HOUSE CONSTRUCTION 2 TOPSOIL TO BE STRIPPED AND STOCKPILED FOR EACH LOT STOCKPILE TO BE WITHIN SILT FENCE 3 SEDIMENTATION AND EROSION CONTROL IN AREAS OF STEEP SLOPES TO BE CAREFULLY MEASURED 4 SILT FENCE TO REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE STABILIZED TYPICAL EROSION CONTROL FOR HOUSE CONSTRUCTION N gFFnINr, grI-IFnI II F v"" „� v v v, 1" v v "" ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRESSING APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER i USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYE GRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE nF-;im-Qnn Pr)IINnG PFP I,Onn crt FT rIR in-2n TnIJ� PFP AcPE, TEMPORARY VEGETATIVE COVER SEEDING DATES. MARCH i TO JUNE 15 AND AUGUST i TO OCTOBER i ANNUAL RYE GRASS 100% APPLY ONE POUND PER 1.000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. SEDIMENTATION BASIN VEGETATION SEEDING DATES MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ONCE THE SEDIMENTATION BASIN HAS BEEN GRADED TO THE DESIRED DEPTH AND SIZE, IT SHALL BE LINED WITH A MINIMUM OF 12" OF TOPSOIL. UPSLOPE AREAS OF THE BASIN SHALL BE PLANTED NnIH PERMANENT VEGETATIVE COVER AS DETAILED ABOVE AND LANDSCAPED ACCORDING TO THE LANDSCAPE PLAN. SEEDING RATE 1LB/3,000 S.F., SHALL BE THE "2000 WETLAND SEED MIX", AS MANUFACTURED BY BY BLACKLEDGE RIVER NURSERY, 155 JERRY DANIELS ROAD. MARLBOROUGH, CT 06447, TELEPHONE (860) 295-1022, OR APPROVED EQUAL. BOTTOM BASIN SHALL INCLUDE A 30% ORGANIC SOIL AMENDMENT BY VOLUME STABILIZE WITH HAY MULCH OR JUTE NETTING SEDIMENTATION AND EROSION CONTROL NARRATIVE PROJECT DESCRIPTION THE PR JECT SITE IS LOCATED ON THE SOUTH SIDE OF DEMING STREET APPROXIMATELY 500 FEET EAST OF THI INTERSE TiON WITH RIDGE ROAD AND SUMMIT DRIVE. THE SOUTHERN BOUNDARY OF THE PARCEL IS COINCIDENT WiTH THr TOWN LINE WHiCH DELINEATES THE TOWN OF SOUTH WINDSOR/TOWN OF MANCHESTER AND ABUTS THE BUCKLAIND MALL AREA. UNDER PjRESENT CONDITIONS, THE SITE IS AN OPEN CULTIVATED FARM FIELD WITH A SMALL POND AND SWAMPY WOODLA D LOCATED IN THE SOUTHERN PART OF THE PARCEL. THE PROPOSED DEVELOPMENT OF THE PROPERTY ULTIMA LY WILL INVOLVE THE CREATION OF 97 BUILDING LOTS IN AN OPEN SPACE SUBDIVISION LAYOUT. PREVIOUSLY APPROV D SECTIONS 1, 2, 3A, 38. 4 h 5 ARE CURRENTLY UNDER CONSTRUCTION. FOR THE PRESENT APPLICATION, SECTIONS 6A & 68, ARE PROPOSED WHICH CONSIST OF 10 LOTS AND 14 LOTS, RESPECTIVELY, WITH A TOTAL LENGTH OF PROPOS D ROADWAY AT APPROXIMATELY 1,700 FEET. ALL LOTS WILL BE SERVED BY LOCAL UTILITIES AND STORM WATER RUN OFf WILL BE CONTROLLED WITH STRUCTURED STORM DRAINAGE AND EXISTING, DETENTION AREAS. THE DE NTION AREAS ARE PART OF THE OVERALL STORM WATER MANAGEMENT SYSTEM FOR THE SUBDIVISION AND ARE DESIGNED TO REDUCE THE PEAK RATES OF RUNOFF TO A RATE EQUAL TO OR LESS THAN EXISTING CONDITIONS. EROSION AND SEDIMENT CONTROL DEVICES SUCH AS SILTATION BARRIERS, SEDIMENTATION STRUCTURES, ENERGY DISSIPA ERS, AND SEDIMENTATION BASINS ARE PROPOSED TO SLOW THE FLOW OF STORM WATER AND MINIMIZE THE TRANSPORT OF SEDIMENTS INTO THE WETLAND AREAS. NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE NTH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAY 3ALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" W00 EN STAKES PER BALE. 3. ALL UROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOIAN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROP SED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGEN Y. 5. ANTI TRACKING APRONS TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION WITH STONE TO BE ADDED TO 0 REPLACED AS REQUIRED. CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQU RED. 6. EROS DN AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSS BLE. 7. AREA TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR S EDED WITH PERENNIAL RYE GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDII ONAL EROSION CONTROL MEASURES INCLUDING TEMPORARY EXCAVATED SEDIMENTATION STRUCTURES SHAL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY . OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAY 3ALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CON ACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 11. AN A PROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 12. TEMP ARY SOIL STOCKPILES SHALL BE REMOVED FROM A LOT PRIOR TO A BUILDING PERMIT BEING ISSUED AND E STOCKPILE REMOVED FROM THE ADJACENT LOT(S) BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTEL7. 13. AREA PROPOSED TO BE CULTIVATED FOR AGRICULTURAL USE SMALL HAVC A COVER CROP SEEDING IMMEDIATELY AFTER HARVEST. SEE NOTE 7 FOR ALL OTHER AREAS. 14. CONS'RUCTION OF SEDIMENTATION BASINS TO BE INSPECTED BY A. REPRESENTATIVE OF THE DESIGN ENGINEER, INSPE TION SHALL INCLUDE CHECKING ELEVATIONS TO ENSURE COMPLIANCE WITH THE PLANS. CONSTRUCTION SEQUENCE SECTIO14 6A 1, PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE DEVELOPER SHALL HAVE A PRECONSTRUCTION MEETINIG WITH THE TOWN OF SOUTH WINDSOR STAFF. 2. THE S RVEYOR SHALL STAKEOUT THE LIMITS OF CLEARING AND ROADWAY DISTURBANCE AND SHALL BE INSPECTED BY TOWN STAFF PRIOR TO CUTTING OF ANY TREES. 3. INSTA ANTi-TRACKING APRON AT LOOMIS ROAD AS DEPICTED ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTAL ALL PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS- 5. CLEAR, AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 6. CONSTUCT THE SEDIMENTATION BASIN AS DEPICTED ON THE PLANS AND STABILIZE IMMEDIATELY. THE BASIN MUST IBE COMPLETELY STABILIZED BEFORE OUTLET IS CONSTRUCTED OR STORM WATER IS ALLOWED TO ENTER. ALL SEDIMENT COLLECTED iS TO BE PERIODICALLY REMOVED FROM THE BASIN BOTTOMS DURING CONSTRUCTION TO ENSURE PROPER FUNCTIONING. 7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS RING j,OIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT iS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 8. CUT A D FILL ROADWAY AREAS TO SUBGRADE ELEVATIONS AND STABILIZE SLOPED AREAS WiTH HAY MULCH OR BY H ROSEEDING. EXCAVATE FOR CROSS COUNTRY SANITARY SEWER. IF SANITARY PIPES ARE PLACED IN GROUND WATER, CLAY STOPS WILL BE REQUIRED (SEE DETAIL). SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO Bt INSTA ED AND MAINTAINED AS CONSTRUCTION PROGRESSES. 9. INSTALL SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAY BALES AS DEPICTED AND INSTALL RIP -RAP AT OUTLET STRUCTURES AS SHOWN. 10. INSTAL UNDERCR06ND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN DURING THIS TIME. 11. PREPARE SUBGRADE FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMI G AND SEEDING. 12. PLACE PAVEMENT, CURBING, SIDEWALKS AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING; SCHED LE. SITE LANDSCAPING MAY BEGIN AT THiS TIME. SECTION 66 1. SECT`ICN 6A SHOULD BE STABILIZED PRIOR TO STARTING SECTION 66. 2. INSTA ANTI -TRACKING APRONS AT LOOMIS ROAD AND DEMING STREET AS DEPICTED ON THE PLANS. 3. INSTA PERIMETER EROSION CONTROL MEASURES AS DEPICTED ON THE PLANS. 4. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FiELD. 5. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RiNG OiL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 6. CUT A D FiLL ROADWAY AREAS TO SUB GRADE ELEVATIONS AND STABILIZE SLOPED AREAS WITH HAY MULCH OR BY H ROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS C STRUCTiON PROGRESSES. 7. INSTA SANITARY SEWER, WATER MAIN, AND STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAY B LES AS SHOWN. 8. INSTAL -UNDERGROUND ELECTRIC CONDUIT AND ANY OTHER UTILITIES. BUILDING CONSTRUCTION MAY BEGIN DURINC THIS TIME. 9. PREPARE SUB GRADE FOR PAVING, SIDEWALKS AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMI G AND SEEDING. 10. PLACE PAVEMENT, CURBING, SIDEWALKS AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDiN SCHEDULE, SITE LANDSCAPING MAY BEGIN AT THIS TIME. SEE TABLE 1, MITIGATION PLANTS LIST FOR SPECIFIC PLANTING WITHIN AND AROUND BASIN. (DETAIL SHEET 16) ESTIMATED START DATE FOR CONSTRUCTION - SUMMER, 2001 ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER, 2002 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: J.M.J. CONSTRUCTION 658 ELLINGTON ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 282-0628 -5-5 SHEF - i CONSTRUCTION DETAILS Demrr,�rg� Hill .states &esign AND NOTES OPEN SPACE SUBDIVISION - SECTIONS 6A & 6B 1 5 " r0f e s s i o n a l s, inc. DESIGN: KMl I DRAWN- KMi CHECKED. GBS e DEMUNG STREET 0 ✓o© NO.. 90-514 DA TE.• 3 -16 - 01 civil engineers canners surveyors -- - ---- ���� ������ • C����)1l�ZP / 165 south satellite road, sou' windsor, cor.necticut u5074 DRAWNC NO ,1�}�k5741SEC11ON61514-15-16.DW I nnr CAST CO 1 `�-•t'RC 1.RJ1 l,Vl`ICRC ,C Ui'11, 1' r - 7 ' '- ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR i'BRICKS. C TO 12" 519m N I �� �7 1 ,1 . , I IL_�-- ------ .----- FRONT ELEVATION NOT TO SCALE 8- , ,/Y aA_ Bomm Hats O vli% o ALL JOINTS TO BE POINTED FLUSH & FULL i FRE CAST CONCRETE OR CONCRETE MASONRY UNITS 8" (MASONRY UMTS) PRE CAST SUMP OR SLAB OR EQUAL 3500 PSIN I rA -- 1 11 ..I. u C• /1C Q {A• I'M iqurn -�-� U Ur J/'t I.n UJnru �T , � NOTES �. t. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0'.11 ry' 2 WALL THICKNESS SUFFICCIENT TO M�EEH s 20 LOADING. SIDE ELEVATION - - 3. AAiuL IIIICKI\lr,Js FOR SIRUri1v'RE.Ci - _ OVER 10' HIGH IS 12" FOR CONCRETE • BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH 1^ ' INSIDE WALLS. r 5. ALL BRICKS SHALL BE CONCRETE TYPE "C-l." CATCH BASIN n -- -1-- _ FRONT ELEVATi NOT TO SCALE Table 1. MitiQatiOR Punts Ares Zone Scientific Name Common Name Number Se tt Bain a Acores w4wws Sweetfleg l0 Aftsma r tica Water lanWn 10 Aster t><ovrie-arrrliHale New England aster 25 0eocharis luVrts Spike rush 10 Eu v�rlirun rraacul mlwn Jce e^weed 25 Verbena hastala Blue vervain 25 F.0 orium okatum Boneset 25 Center' Iris verstcolor Blue fla iris 25 Pef am*q vt ' ca Arrow arum 20 Powexkria cordata Pickerelweed 25 mria lalrt olio Arrowhead 25 ,SeKw Lure --- Curex' atricta _ Tussock sed a 20 CN'J = lurtda Lurid a 20 O"unda re is fern 20 Osnrumfa ciurra nmw Cinnamon fern 20 I /" ,,.a..�s,. I LurvA wrrrrw tc�:., a a I rillt8Gu 3G�{�e '1n I AV v k �;s ( " 1. r a"+ �I 1..i c r,: 'i 1Y1 �� 1. *11 *:` f; 4. f: ! ., , ;_ . - I ,,\`- wipe fr= New E-xg o nd Wet1wW Plantis ir�Ic. 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S�n 1Arr �•a c h1. •r 4 ,li `n• 9 c:r {I. �: -.'Y✓•v - y 4 a 'lAsr` , ."y 15rA Yi r i r �°, 4�- 1 !1,J ",1^ I A, Y'f(),i1A! tt �y ;1, w R,11t ,) F , l ,.'. `�r (,`' # , '' 't; t d`-.; ' j}` ,�E " rE " _ / j r = tf �i`z ", ' ' •` . ES9E ve_V,1A'�P ., �I �» �' .n,� i � 4 1 { I ,, ..y y i R,t 'i- , , ` ,# K� 1. 'h of � ?, if f * ,�"+• 9ti f T, ` 1 , }' r µ x . , I -1. 't�,;;�� .- I �i �, . -.-, . � t ; 'A '� r `Tv nyty ° k s 1. 1 h ai } aii +3 /i4;f iM+g �Vt a� ` x - r'4 dl.i '� s,�: ca, a,° S4 �' i.- y�.NI Ott ¢ *� G:As'�ii L�5T.41 1�; o f I r . ,', / t ,I; ! %'. �+ �WW' 4. > , ■ K . i+ » i5 . s y '1 T; 4;� xs � O1lJtCC��C,`�i>< CeGY �.[.C' `.: olu -o - r-uur"cr --.-- I" X i" rIn L (II'P.) DETAIL "A" TYPE "C" CATCH BASIN DOUBLE GRATE TYPE II IN LINE CLEANOUT TYPE I NOT TO SCALE PIPE SIZE PER PLAN I- 1O'MI I I 1-1 PROVIDE ALTERNATE 'PULLOFF -- 15' MIN. `-- AREA IF DRIVEWAY GRADE IS GREATER THAN 10%. ' .a. I I I I 10, -1 10, 10' 15:.M,AY, 10'MIN y A t i p� �� , w' �e . `� T... 4j , . / ,� M •h TRANSITION ' 'H-AAA y k,6 Q ❑ /� STORM MANHOLE , R � x ' {Y, g$I ' °i } {r`y ' k �a -.w; O O ALTERNATE xi.. ��'y , �, t PROPOSED GRADE *�' L '. ff,{�+F . j,;k r %Efia 1, O � k i * chi. ,' r ' /- k � 'T, 0 v�� ❑ Q%o . I t> 1. Tle` ` 4 r NOTES- -11 yw IrT : 1. REFER TO TYPICAL ROADWAY 11 i,t * t' } ❑ G ❑ ❑ ❑ ❑ G ❑ +N .V,irt 1 w dA , "_;. Tb SECTION FDR GRADE RELATIONSHIP BETWEEN RDW LINE AND GUTTER LINE ..-- .. _ _ 1. - _. ,- !•.1- , ;, e. v: as '�.. .. .. :d, -r, i.o:,. '�T 1p . Y+ -. x . _ .. `).. , !- d1.. ... ,yr��� ., v .'�• 3 ; ,. _ v . , . ..r .,I'l.�"f' r .1{ q•.. �yi�. arty 1 � ` _ �`k :.l 4.. -,. ..� .�.- ;'.4 _' �^ .:.� . r., .r - - y I �, t' ,�•2 f S4-,'1`,j � } _, �iT" - ., r•rt J ,r ,r, �EE 1 g --gg � , 3w 22 .ie�' :, /... y: . • { ,'11J4A....p ,r 1 ',11 v.: :. h. .L b..p 2 j14X4 0 LONG � ^ 10 3/16' 9 L1 $ 11 1" �\ 1D I/ I I n 5/n^ Haan r'r,n 5r•1�" 4! ' C`n11TlJ \ /TAITTC n(] r•T AAi DAft T,TT I( J/a nuLLJ r�r, 10 1,_$". 1 ouu 1 n w I1vu�ulc 1 r,rvyr,Ruli " 0. LAWN . T d I I #4 BARS 7' - e LONG � � FRAME AND COVER / STREETS / ti /" 71" " TOP OF FRAME APPLES I I ADJUST FRAME Tp FIN. CROSS-COUNTRY PAVED AREAS 2- #4 BARS PVT CROSS- TOP OF FRAME APPLIES FINISHED GRADE E CAST CONCRETE UNIT _ ---- - {r - WITH CONC, BRICK ADJUST FRAME ELEVATION 'F-SSUK -- ' 2 13 16" ONG (6' TO 12' MAX) _ YATH OONC. BLOCKS OR 1w [ 3 1 ,f -1- 1- � #3 STIRRUPS 0 9" \• TOPSOIL do SOD OR SEED 3 5/i" PRE CAST CONCRETE UNIT k L- 9 -9BRICKS, 6' TO 12' 1t a ° 3 V4X4' 0" LONG " ADJUST FRAME ^ 3 t - I - � - - - - - I ' ELEVATION WITH I�o 4",� APPROVED GRANULAR NON - SEE DETA "A" CONC. BLOCKS OR t -' i t - ORGANIC BACKFILL MATERIAL ALL JOINTS TO BE I 2' 1 --- 5' 10 - 1 BRICKS, 6 TO 12 STANDARD STEPS °a'.°° ° PLACED AND COMPACTED IN POINTED FLUSH t FUIt I i_. 4 ALL JOINTS TO BE 4" STEEL I BEAM <SEE MISCELLANE❑US---- ONE FOOT (1) (MAX.) UFTS. POINTED FLUSH &FULL MANHOLE DETAIL) tl I p - VARIES �1�.�^ - 3 _1 0' - S4X9.5 3' 6" LONG �� 7 13 7 �, a 4" ( 4" 8„ PRE CAST CONCRETE OR (MASONRY CONCRETE MASONRY UNITS 8" UNITS) ALL JOINTS TO BE `� -I m WARNING TAPE PER CONN. (MASONARY PRE CAST CONCRETE OR FULL IL_ I w POINTED FLUSH AND-------- GENERAL STATUTE SECTION CONCRETE MASONRY UNITS ° 16 345, AS AMENDED, PLACED -uN - PRE CAST SUMP OR SLAB 4' - O' z °°° 12" (MIN.) TO 24- (MAX.) ABOVE POURED CONCRETE OR (OR EQUAL) 3500 PSI --- -- ---_-- w I TOP OF PIPE. MIN. PRE CAST SLUMP OR SLAB Z C❑NCRETET MApSpNRY U OR ° • I • I 11 OR EQUAL) 3500 PSI 6" OF 3/4" p p ° _ •_ -SAND BLANKET SEE NOTE 3 -a. I -CRUSHED STONE .� . JI '--- I. A 6. OF 31C CRUSHED �_�I STONE 6'-62" 11 „� N0 NOTES: -4- COVER OVER TOP OF PIPE �� 7'-103"- -- 1 r-- ----- -- -- ON � SHALL BE 2'- 0" �, 2• W� THIa MESS SHALL BE SIDE ELEVATION '�,,'' '' � -4 ,1 SUFFICENT TO MEET HS 20 LOADING FRONT E LE VA TI OI F; 41 +t �Y� *-r,%, 3. WALL THOMSS FOR STRUCTURES I; f `` OVER 10' HIGH IS 12' FOR CONCRETE '/ ;, y x' ` BLOCK UNITS. INSIDE DIMENSIONS ., Y �, REMAIN THE SAME �L'' 1 ":r r x , i , 1� '+ 4. ALL PIPES SHALL BE CUT FLUSH NHTH � "I 1' t ' AA, # ar t INSIDE WALLS y + y .r 1-1 - `lsb' abI`.a� t { �.rs iM T S09.5 �:r % , Ait nwas SHA�.L ESL WA LIE. di+%�L ^1 # - i1.� 17^, >r. •. ",; ; ;.^ u F+ s * NOTE: USE C L GRATE FOR A TYPE 7�1,,Y,; E V CATCH BASIN ' ,� �' ' " ' C L DOUBLE GRATE BASIN. '`1►I111 TYPE C 'a 1 � . 1 <a 'a ,y�1 k A• i ry 7� f, y s ;,i T s ,a , :X E t ,T, to:'- � 0 - . r` • iMr 1 )�':E^r°t 4 •1`a�Yl . , r I ?,$. Atve j�"' I, , 61~ I Y} v� I A + r y.. �14'' x�,y40A'1 . � � it y ,, •( '" y '� s .., t N �� r�� '. i F i "r. �: z-, �K4'�y + g �.'r,.,S LA �' L�� . - NOT TO SCALE { ex;. !i r'a''_ , i :"IV-, , A.�% is 1- ' ., "!• t SECTION A -A Fd`�1 r �+*. ► 't'' , . w 1 �I, '« . s•V T i , .p-t I .11 Zr$. ADJl6T TD 4RADL VIxN taNR![S %SEE CAST 1ROe MANaIF �i' Rom- 1. 1L. O � SUCK tR COG GRANN MMS-,\ �/ FANK \ CLVER GErAL g e`���'• ! , -y�,'1 C3GC 110TE U �/1���Q\ T T Y=;`A. J 7, s''t, MAIIQE Eta � ?t`+I, , 1E '„1. 11 �L 4 D' •4 ' TYP ISM STAIm\w aTAa� k ,- {'r r•r ' L-- SEE JOINT DETAIL ' r�ceELpV> 1i rL vo,l% w c acne 4' 'x t W,, . SECTION AS REDURCD -- R,r,A1ASTIC 11!�1.' r '� to I r.. FLR DCrutF. SQ ' + -DOW RR�DIG j FLASTpF.R2 cmeLlwc ' v V IOK 4'-0' MiN. " AM rLEnu •�-'m -'(PTO JOINT /4 PIPE .D CLASS 'A• COCREtr OR ERICK NASORY 11 l! 91F-CLCANM [w M 6' • . 4' b ,;, d. CLASS 'A' CONCRETE-- ,� , . 1 r I_ - 1 6' MIN \-]/Y MCKEN TR-LOCI ELEVATION e DFrrcEs NAIf m.D AP LIED NOTES- - KTLNDMS 1. TOP STEP TO BE A MAXIMUM OF 12' RI3/O RIOxm-. SEALER BELOW TOP OF MANHOLE FRAME & GASKET J®rl COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, SDICOit JELL ISDi.� CERTIFICATION OF HS-CU LOAD BE-?wj ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE TOWN E14GIN ER FOR APPROVAL PRIOR GASKET JOINT TO INSTALLATION. 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. NOT TO SCALE PRECAST REINFORCED CONCRETE MANHOLE (SANITARY) EDGE OF PAVEMENT _PAVEMENT SECTIDN OR LANDSCAPING (SEE PLANS) --- R U.W. 2. MAX. GRADE OF 15% STARTING 10'-O' BEYOND TOWN ROW LINE. n- Q J WARNING TAPE - MIN. 12' 0 0 MAX. 24' ABOVE PIPF w ,7 SIDEWALK 15% MAX � GUT TER APPROVED BACKFILL PLACED AND W -COMPACTED IN 12' LAYERS W MAX SLOPE si (OR AS OTHERWISE APPROVED) 10' NiJ STONE LARGER THAN 3' --��9 --_ - 10' ---��- TRANS' -([IN SAND BEDDING PLACED AND '�_COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1%2'. 1" LIP OVER MATERIAL SHALL SAG CURVE IN DRIVE MEET DOT M2 05 COURSE NOTE- FOR REPLACEMENT DRIVEWAY. PAVEMENT MUST HAVE A 1' LIP OR POSITIVE DRAINAGE TO a ROAD. 0 IJIJ ,' I I I1 ••��ii��,, :� ' o -- 1� 1-9 r ,-, Imo• !(�l_... -.1 ,r ., .r 4 �y`�� f e, I r , 1r:. ,,, %R� f d+` ' ti -l1 SIDEWALK10' N E ,_ r ", . ". ,A- BEDDING ❑N SUITABLE" NATIVE MATERIAL OR 10 TRANSITION ~I 4 kLI'll 3 2 _' A ; ;r 4'r•I• 5 r ' '`. " 3/4' CRUSHED STONE BEDDING MATERIAL W GUTTER _ __ " Y * ='r 4.. � .- ;1 ; IN ROCK EXCAVATION OR IN UNSUITABLE H �I SECTION B-8 SEt TION A-A,� I'llr o; ,w S " ` '' -u2. MATERIAL AS DIRECTED BY THE ENGINEER w ---_ _-_- MAx S.oPE -__ - CAST iR� FRAME CAST IRON COVER T7 °3 ` .. {'� • c : T L MATERIAL SHALL MEET D.O.T M.021 t, . 0 �n 1 NOTES: s .. _ fir' +1,Y�w FOR 3/4 STONE. THE LOWER SURfA(t OF THE COVER * ' w; e XI>" stFa'r 4T r# -* A".•' (ti .` : ' �' AND THE CORRESPONDING LIPPER SURFACE t >' , , OF THE FRAME SHALL BE MACHINE BACKFILL TO SPRINGLINE OF PIPE FINISHED TO PROVIDE A SMOOTH FLAT 7 , -,;* "`a' j`/ CONTACT OR FIT, 1MTHOUT ANY TENDENCY 'POLYTHYLENET ORE CPP PIPE USING � ' 1� rI. GT. ` `t =_ " -r,, ^ rA' , c FOR THE COVER TO ROCK OR RATTLE. :r i r.1 YL CREST CURVE IN DRIVE 2 SANITARY SEWER MANHOLES SHALL BE >_ . i . ' -^ ° • J ; -;7o r ( cR b" . . %1 EQUIPPED WITH VENT HOLE IN CENTER y . , * ,e!! F" (1 � , ,1 'tu NOT TO SCALE �.� r., NOT TO SCALE T> r �. }•� #, s RESIDENTIAL DRIVEWAY DETAILS CAST IRON MANHOLE _ �; ,.:r, u ��c•p STORM DRAIN . "'.u` - , a�ft = �; >r,.., ,..., FRAME AND COVER A�.�1. % d '�`�v�r'E�4- , - r r ' 1, 4, hIr` TRENCH DETAIL , - r Asti , .r �; r .s,;�� Tti � >i�>s.4 ' . r1 ,A.w„ter, �d,. _ ; ©O o� .. - YT. ' yt , ,A?I . / o^ //��])O a Q 0 I� j' ,E. _ ,�.t r v -F�. } K F 'tii. o;, "Y 'J !J'S-�• n O '# 'yy`.,,�ok , ) j+�#d'.. ;'1 v r.. .+ P�' �% a /A�\ t ys .x Y r " 4 -' .q -, �v O Y r ++ A 0 �0 �S'R �.rr''.r U" c O ° O Taw 5/e � ; I- f - AF+ 7 O O (3 Q «sT 3 r a�'r_ ram. ' . . I�**1 p o o o �' DEPTH TO INVERT ,_1/y OO o 0 0 , VARIES SEE PROFILES o pop 4 l_(�)� � o.'i, .Y-N` A. �+, 1 '� . - 'A,' 4 J'+ 23_T/r r >s. { . r '. J.S. .ci ',a/"",wl<_'E"' '+`Ll' . / ..IAp s ..7 6i "' A ,�v . A Ay- F rv;# r'I ��qr Ia-,lr , 1/x a r /s'F "I F I T� � I/r r 1'� I � -!�- .. �'. , Ad ... r - --1 t iT l I _ �Ior 3I r tW us r `. -- :�7 a �� 6' IN. a .A aU 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE n It �N INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 1 5-10-01 3. THIS PLAN IS INVALID UNLESS iT BEARS THE I\ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE REVISIONS REV. PER TOWN COMMENTS DESCRIPTION a'Y d'• ? r r11 r y 'i.D + �' . ,/ f 'T}'wH11 It. t I` � �' PT,�? 12' MIN. 12, 12' I.D. 0 0 0 O o 0 0 0 0000000000000- KMI BY L-15X MAX NOT TO SCALE A SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-O' 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3 WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETEE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE CONCRETE OR BRICK INVERT, �. K., d '. .•Y • ' ----6'-4' DIAI - --- - - -,;. NOTES: 1 MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-O" 2. WAI L THICKNFSS SHAI I 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. NOT TO SCALE STORM MANHOLE 6' ❑F CRUSHED__ STONE - - - ----- -- ----- SAW CUT AND SEAL JOINT WIT H TACK COAT M 04.01 1 ' 11 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS j i-- - - CONCRETE SURFACE COURSE <OR :STING MATCH EXISTING, IF GREATER) M 04 EMENT - 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS - -- -- -CONCRETE BINDER COURSE ( OR - MATCH EXISTING, IF GREATER) M 04 �_. _.________ 6' (COMPACTED) PROCESSED TRAPROCK BASE.- M 05 01 • I• 6' (COMPACTED) PROCESSED GRAVEL '• SUBASE OVER COMPACTED SUBGRADE :� ' (TRENCH BACK FILL) M.02- GRADE, B (pR PROCESSED TRAPROCK) I 1 I NOTES 12' I ` 12, 1. ALL SAW CUT AND SEALED JOINTS TO MIN, TRENCH MIN• BE EITHER PARALLEL WITH, OR PERPEN- WiDTH DICULAR TO, THE CENTERLINE OF VARIES THE PIPE SEE TYPICAL f 2. ALL MATERIALS ARE TO MEET TRENCH FORM 814A, AS AMENDED SECTION SECTION ] - HOIEs DRILLED INTO INDENTS OF PIPE -T- - PERMANENT PAVEMENT PATCHING DETAIL TO BE WRAPPED WITH 2 LAYERS OF MIRAFI F CUR N ALAYER HARDWAR CLO H SIMIUAP. 'IE t+ -- NOT TO SCALE 0 12 MIN. °' r., •c°^ c , a r - �` ' s ,t -PIPE, AS SPECIFIED i/2C.D. PIPE 1,.• -_ �"-�. "- yam--3%4' BROKEN TRAPROCK I// u.U. PIPt FILTER FABRIC 4 .r (SEE NOTE) 6",MIN. O.D. 1. PIPE 1' I _ 12" SAND MIN. - SECTION�(�, ' STONE NOTE i )) _._. - ' / • 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6" MIN. + NECESSARY PG, VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF L 2'_6• 1 - - -� 0.5 TO 0.1 SEC AND ADS [IF 0.43 nn TO 0.22nrt AND SHALL PIPE - IN GROUND WATER MEET AASHTD M288-96 NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION RAMP --� CURB �j^-PER FT. MAY SLOPE SIDEWALK PLACE EXPANSION JOINT AT BACK OF CURB LINE SIDEWALK OR AT SIDEWALK LINE. /I GUTTER LINE SECTION A -A GRASS / \ GRASS B / \ B 2'-0" 3'-O" MIN ?,-n„ L -I j PLAN VIEW GUTTER LINE SECTION B-B ginp-WAN V PAKAP WTI AL-IN N " `1vI, NOT TO SCALE )EWALK CURB J \ 1,14 KAUIUS IUvI, EXPANSION JOINT MTL, ALL MATERIALS ARE TO MEET CONN D.O.T SPECIFICATIONS FORM 814 AS AMENDED Y------- _ _ \ 1,,� ` { _ 15" ADS N-12 W I ----- DISCHARGE OVERLAND THROUGH ILT FENCE VARIES T - - - ---- - -- \ w i cc r-- V, N TEMPORARY SILTATION BASIN MEET TOP OF CURB N T g' 6"r PROFS " 1I- TYPE "K2" BIT, CURB NOTESt 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING, TO BE APPLIED PER M 04 01 Id4 FORM 814 A BITUMINOUS CONCRETE LIP CURB SECTION BI CURB - 1 /4" 1' I 1 2" 1 .......... P 1 q/�/ S: MAX RES1U S, i - �` , -- --- 4" TOPSOIL & SEED - Z2� 8' PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.( GRADING B OR M5.01 t /- 4" TOPSOIL & SI MATCH EXIST. GROUND - - 5" CONC, SIDEWALK (8" CONC. AT DRIVES WITH 6' X 6" X 10/10 WIREMESH) TYPICAL SIDEWALK DETAIL TOPSOIL & SEED N.T c ALL MATERIALS ARE TO MEET CONN D.O.T. SPECIFICATIONS FORM 814 AS AMENDED SoI" RIGHT of WAY W- ------- Y J f- W------ --.- -----. J 25' 25 ►- ..--.__-..----- ---- -_ - _._ -- - -_ w NY W L.N Q H N ' 2' - F �' ,s' 12' I �, -- - --------- - ------' Sy - F ---------------- - - - - ---- -- ---- ----- - �qQ �F 3 3 *cl-oo POINT OF 12. 5" CON(. SIDEWALK APPLICATION SEE DETAIL FSip Mq S A yyyFyn 1 ,/2' ,' /r OF GRADE B;T CONCRETE CURB 1 2.-I, 1,/4'- 1' -- 3/B" 1 3 8" t'- !OF FS QF FN/� RU�� - 4R .r s a" TOPSOIL 3E SEED BASE COURSE: 6" PROCESSED STONE it1-1/2' BITUMINOUS CONCRETE CLASS It TRAPROCK BASE (COMPACTED) k SURFACE COURSE (COMPACTED) AND MEET GRADATION M05.01-1 i5 1-1/2" BITUMINOUS CONCRETE CLASS I 4" TOPSOIL &SEED � BINDER SUBBASE 8" GRAVEL DEPTH SHALL BE COURSE (COMPACTED) ( GRASS STRIP RESERVED FOR INCREASED TO 12" WHERE LEDGE OR ROCK IS PRESENT FOR LOCAL ROADS, IF PAVING IS DONE ) AFTER 15 OR BEFORE APRIL 15 HYDRANTS, POLES, ECT. NOT TO SCALE MEET GRADATION Of M2.06 GRADING B A 2 BINDEROCT COURSE SHALL BE PLACED. TYPICAL ROADWAY SECTION ,� ALL MATERIALS ARE TO MEET CONN D.O.T, SPECIFICATIONS FORM 814A AS AMENDED. „� 1�' 5 Deming Hill Estates SHEET QSI t1 CONSTRUCTION DETAILS • i- g . . . (IUFN CTP S /^F CT jrtnTVTQTnXj - QT?n1rT�IwQ r.A A: N�TR 1 6 / �,� ro�ressiona�s Inc. `..a ��. �. �>.�L ���.�,a . a��.,.. ��.. 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No. 35 e�± PN , - - _ F 256�79 \ \ Rr n P S.M.H. /3NM 3b TF5.2 --- —_ - ' - - - - - - , EXIS�'tN�' i�2EES TO REMAIN VP Viburnum /icatum Shasta' Shasta' Viburnum 30 -36 ht. 90 cont. - / i Gil N 'F^TREET THE E EASEMENT 22.09' 22.09' Z''.. 0' STREET TREE - >< `_ - SOUTH WINDSOR IN FAVOR OF THE TOWN OF \ iwr _ SOUTH VANDSOR jj 33, sq. 607 Sq. ft. \ VC: LA VP 31, 771 ft. _ \ - 0 7 ac. 0.72 all - P P \ r 30, 368 sq. ft. 0.69 cc. I - Sz ` , 9 sq. ft. a, >, yd� c, �n•./y".r ,, nR.. > iky-gY 9'} , y r ". ,, ?`� $"> I \ \ gI may,• acl .3'M�'.0 :�Z` +7 �n,; t ` j�,,'1c Y,: �• ti 1' j a��,l;i��� \ \ � N 34 +> 1' AGM I ,gym a �ti � ryr )� "` \d" \� ! �> ♦ S} *� Iq � �J,.e � a �.W \y" ��,FI� : i } *^T1 d• � ` '•� `' \ - - _ rg,�� t. ��+� / �'v�. L"},-� •xi3+��:•A ,r'} ;Yyr+?a z4 r � 4"-� �",(,qs � \ \ t / � I g e� T� ?. •� �r).. * x S��N �•>Q � M1� �i, ;4�{+ \ \ I _—_ __—__ S \ I 1 - jy+" '%� .t� C 6• 3 'it?° tr i� 1 'rxx'!�.-= ik�`q ' 8 4,1''�• � ... � \ 1 - - _ \ I •7`;\�: •')n'j4,��'k�}Fa.:.''�•; r y Sa ^� ,y-r+ i.`�ia mod.:: ,l, `J'1� s' '°`�. . �vrill Pw 1s x "�t� , ... "r[` �/4 } \ \ 3D, 681 sq. !t. 31, 992 sq. ft. I ` 0. 73 cc. + �ilt r (Q� 1=CA'' (C? PL,� �) I ` \ 4 ( If - a s Saw- � t J'C � Pr`�aaR \ ( \ 25,200 sq. ft. 2. - `� 0.57 cc. �III!�li' ,' z 42,613 sq`. -f4 1! 1ii1011�� !i'LJ1� w1 ` !i; 0.97 cc. \ G i[ab+�m Sar" A•r' Ft omov _ - , �� - - 31` SF-EP�,O D E-U F i U (SEE NOTE •�'4) Uj \ o io(1+ t,ihrMit„ __ e• / >�'cKY�L.G� `� �{r•11��i-i�{5Alrt i••��`-Ti. 1 // tAwLJ0 All ~. t r I \s } ` i o - — - ��'(� �, 1,,,, - _-•.� ... --. .•...r.... IL }i� /•,.,� r f !1 hr)IiC G [~r011 � \ ilk � �1 t MG4V1ro�4: !iV7ctt�++�Y �! 4M 0111 Pp ># >T F3c - -- - \ - \ - -- _ t 1 \ \ r \ \ \ ill z• Y L• Tr 3a' ". � ON OF�o1 L. .t'v#ti+u a\X • 5V �CrIZAt7 >Y. 1 ' .. t - r71604 C&.0l r 4 WCi'S7"ILki -il r. •.t Fi fi� � !'';�� � o.::. =•-� q , x 4 _ �, . �,. ss \ \ ` \ \ \ \ \ \ I\ ` \\ w y' r PS _ Y N 1 ,� f fi \ # w } f •li' � "�^Y!. ,,.s '���'"�ti :�`) b �� `?A••• = ii.T,:iu.• '7fjt'w.r } ityy�..,. ,5 Fri1xj i \ a' Ti. 5, �+s.'!-. yfi' _. <'N .:. �` .t }Y.,., '"�+, r ,+..., ` i.d. )it 3 vy`, iC I -__ _. _._ /l \\ \A >•5., `\ _\ ' 2 Sq ft cn v� y �� hrub Pann _ - _ w / 5 i 5, 200 ' TGuvina r^f sSA1r." t'�'x' k' yX r \ 1 A N \ \ a:; SEED OPEN WETLAND AREA WITH I 1 ("- 1 ` I t i \ ` IN FAVOR OF THE TOWN OF 20 WET MEADOW MIX STREET TREE EASEMENT \ �_. .�w_. �6> r ,•_:r ty r } tr+ .tk 3�# _a'/31 \ s SOUTH "NDSOR ` I 1 \ -�- 80' REGULATED UPLAND REVIEW AREA •\ \ a r...." ,;,. f ✓ �� W+ r,�,�,, '%6•Y - , :, -: 'w � Yy,�g- 4 b fc �w .1�� as \\ i \ . rt } � � x�,�,.'7�4 'S+`' a t �\.p.r���a-.y�!"�^T�'-;i.:�x.�,t°ri.F'�. '3! ';.: a �R •'•�t,� \ \ \ \ \ I i'�� a ��' � � � ` � !b-i5 �`�`R: �' 'i y `-•�' - ���Fi��#' .�a � ..!'4"fx•. ps�5�:(�"t- ro,, L. \ , r'^�1 5� I \ ` 1 \ I \ I I / 1 - \ � s T w ' - `;�" I f` _e3,r,.l�gti;lwxr.. �- '�•'„ y, �'i' f >yy/`k4ti A Y — -'TIP- 2541* ff _ 1 { i'�P": .i rS' a� } F'.St. •E' ry:1 a,., 1 - 1 t I - s `\ \ .¢T{' .a, -.,-. r � gxa�i yT ..rr ,Y�� � II•_•. L9 .t t• \ ♦ \ ; s ` I vtLS. p E,6'$b k` N��.�,l4•,r y f t" rs/ �` ...: r - -, _ �"WT•r�" ` i; ';rl"•°H yikt+ x.,,,.... :'�' r••" ... I I 11 s\ � \ \\ \ t \ \I \ s : '.;. 25, 237 Sq. f(� 7,.... i l.:r .� 25, 237 Sq. ft. — I �� \ ` ` 117, 372 SQ. ft.W` , - #4) 194, - dZ'1z. :. lS•r. ry'. y ? .. D•li -; �• , �•.' `, Yn �* - r'', (56 28,786 sq. ft. (SEE NOTE 1 \. I - \ 6 S ---J -- I ' - - -- - -11D` 1 25,200 sq. ft.L-L I J'0 20' STREE EE EASE7/ENT \ I } i,+.' , I \ / ` / 1 / 1 .! A 1MNDSOR E TOWN OF I 1 \ vl r L ��•sTC� 1 I , +n� w \ #�� ��.� a$,,�A r„ K�`; � Y41 „� t s { �- i , , A.: �a•>o�, � j / I I \ 5 ( \ UJ �� ��° ?-a n': +•q.- \ .�.r .; �Ct2 "k -`�ls� qi .t3ti .}(. ��- , ., .. - i ;, , \ , / r \ > \ \ 1: \ e"..rl Iir r.}.'��, ,� I 1 II \ 1 rr \ \\ \ \\ \\ 5V \ 060 cc. �i I 26 09sq. t. , �., 4,y' x't �.M .1 - - -- - - -- - ---- (SE 3NOTF f 4 e 1 ' >. i 25, 358 sq. ft. \ ) I � �'i-;. � , .s-, \ � (.,Y,�... ;,•t ,S ..? +1, �u` '' , 'r� '' '' rr + � 1( -W ' tom, tc/v S / s. - 11 M� 058 or A` a , 1. +fit 7 2 -y f I �' _ - - �� .G _ \ _ ' 1\ AGM `I (SEE NO % \ \ .57 cc. \ 1 s x O s d r7 R t rr — -- ---- I 1 - - - - - - - - {� (29 ,,. y, r - , _ -- - - - - 51 (EE NOTE f4j , lit i , 1� r p i a t UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Deming Hill EstatesSHEET LOCATIONS AS SHOWN, AREBASED ON AVAILABLE + ri: � �� � •, I [>=Q�1D�C�GapC� p[>=GaG`�l $ INFORMATION. ALL EXISTING UTILITIES SHOULD t tip r �' GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. , s• ,,,y PLANIMETRICS ;. � 40 0 20 40 So N 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 8/6/Oi REVISE BOUNDARYINFO t i, . t� ' I OPEN SPACE SUBDIVISION ~SECTION 6 i� ,i i'� k z Landscape Architects - Development Consulting BY A LICENSED LAND SURVEYOR PRIOR TO +�'..&A, r �+ �Y ' Planning b Zoning Consulting 2 5-22-01 ADD PLANT AT EX. BASIN/EUM. TA'S KMI t ( IN DESIGN. RA DRAWN: MHA CHECKED: RA CONSTRUCTION.t , < .Ifl,°"!- fR ''. - 4n l r3 r An D MINA/ STREET 1 5-11-01 REV. PER TOWN COMMENTS I'.Mi +_ + �ij( �- -._ _ .,r:"�'�}• `� ;.,, _ •+v ii. i36 Simibixy Rood Avaq C 1 vowi JpB NO.: �74 DATE.• 3-766-07 / 3. THIS PLAN IS INVALID UNLESS I1 BEARS THE ''�, �+� y,Y k = �, �, `�� �,+•,tv;, t inch � IMPRESSION SEAL AND ORIGINAL SIGNATURE Ti Ti�T1��, r� WOW OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. 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'4` .a,.. .ii 2_�F rt•;y..- '',1,rra 'f art rra ~ 'a' '� `• e,` r 4. t 8. 5-11-01 ADJ. LOTS -SECTIONS 6A do 68 KMI ;1'..ed:. ll':..4r 'S .*`g.�'3' - n ,: F , . Y lrteF.'�4a <' n4 '!r.'t'•..' .t .1�N�4 o-� .:i�p ..,,• _'• -- 7 3-16-01 REVISE FOR SECTIONS 6A & 6B MHA 6. REVISE FOR SECTIONSA MHA p rn ua �o u�+ �oQ �. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �,. �. _ _._. 2. ALL UTILITIES ARE TO BE STAKED IN THE 1IkLu BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENC.4NEER/SURVEYOR. REVISIONS �'; THIS SURD AND MAP HAS 6EEN PREPARED IN ACCORDANCE Wliri SECTIONS 20-30G8 1 iHRU 20-3008-20 OF T1'IE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORCED BY THE CONNECTICUT k3SOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION IT IS NOT TO BE CONSTRUED AS HAVING RFFBEEN 0 TAINFO AS THE RFS_UIT OF A FIF_tD SU_RV_EY; AND IS S_t1R__tFC_T T(_1 $I1CH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE - v TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANT1ALLY CORRECT AS NOTED HEREON. 12882 --- -- — — ---- RICHARD P. MARTEL 0C. No. GRAPHIC SCALE 200 a 100 200 400 I 1 I •_. i . ��S'�� Crroof e s s i o n a 1 s , inc. �1 !! q • planners • surveyors civil engineers 165 south satellite rood south windsor connecticut 06074 OVERALL PHASING PLAN 5. 4-21-99 APPROVED STREET NAMES KMI 1. 4. 1-26-99 REVISE SECTION LINE KMI 3 12-1-98 REVISE SECTION LINES & ADD HATCHING ELH ( IN FEET) 1 inch = 200 ft. - 2. 8-4-97 PER TOWN STAFF COMMENTS _ JAL DESIGN: KM/ ORA wN MHA CHECKED. PRE' 1. 5-30-97 ROAD NAMES JAL ✓� N(7. 90-514 U DATE OCT 10, 1'� 6 NO. DATE DESCRIPTION BY ORAk"All- NQ •C• /AA 408 /90514 /SF rTION6/514PHASE-6 SUBJECT OF APPLICATION - SECTIONS 6A & 6B PREVIOUSLY APPROVED • SECTIONS I - 5 Demip (OPEN SPAC ' w0T 7^