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HomeMy WebLinkAbout98-67P_SHADY BROOK VILLAGE RESUBDIVISION SPECIAL EXCEPTION INTERIOR LOT ONLY (PARCEL A)_STRONG ROADz �'. 2 r, _ V.,, -1A t k R L ", r. L r ' � y 1 a i, vS 7 d �� 1� � ara� + MP'd . ... .. ., t r i 1' R L .a t +'S. r z` t ! 'J G 1° t .y �^n jj Y ¢vay' AI 1 �i k Y•. d ,,y' >1ik of � . 1 �-�r �r d .rY%k r n �" .n r' �yi f 6.r r rar •I' ter. • , . a y� v �J y�, p ££ C+ 1_. 7 to 1'l. i ., I 1 L ':N ,�• �'y�e �' s n s .i ` al{ "� Xr. x,•'. 1 ? . � •a , r a �r"Fs� k, a �Q- "i .�." M• K, . ,Y t.�" � r r 4 '�-,,A yy . E .� , a <. a �.,. 'a1i ' F � �r,%:it�''}.+:�Ji }- v� � "II '_'?, LIC.y� ��.- 1 E-. t - 1 ,F q, �, r.• J" r Wit.- r r•. 7', N W w P1+ .\ .} t' . t, , i } T• :Y =•�' 4 y T 'I N.�� yyam�,, L, r, ' t`_ v '•qF ,,n �j �: rYr�"e ,. �. 'ro } a d r M. = N �. " .,.r. ''� �Y I {+ 4 I s1, R r wi ,, ..., � 1. ­ � I I.,�, I .. I—-, ,.� . dl wa ' i , ", ' r 'ia .�,12 .1 , . ,r. 4 ,,-,,. -, 1. I , 1­ u �{ 1-0. , - 0` , 'Ir /♦',., : ". 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Y, ro '_ .1, � � "., ��­ .., 1 t � - 'I k d I - I''rt:' I , � I:-...,. � ,, -.,."�..".:O.�...�,� 0D D A o-.-,: . ­ iE%, - 41, �­__, - - �L7 . �U__) a 1,1* , , ,gr - �,i S Y -'` d , M1, t. . h- �r - - by. 15, 1...t .".,.prepared �;i t� ;: f l fY-' . 1.1; - I , . 1. t - , . . �,.�� ?' I I .., ,,, .;, 1 '�, .' , 1,,, { PLANIMETRICS a esign 4. .;,'.�'..' &r0fessionals, inc. '" - I Landscape Architects • Development Consulting 1.1 r F,.� - Planning S Zoning Consulting t:-- .,e { '`'%- Civil Engineers -Planners -Surveyors •CIS l � w t;`ur 136 Simsbury Road ;, Avon, CT 06001 4:-1' 165 South Satellite Road (860) 677-5267 � "' South Windsor, CT 06074 Fax: (860) 674-2693 f' �. -". (860) 291-8755 FAX (860) 291-8757 AFFIC ENGINEERING SOLUTIONS, P.C. BRUCE A. HILLSON, P.E. 193 Lexington Road Glastonbury, CT 06033 Voice: (860) 657-3579 Fax: (860) 659-0625 Dan Wright �r Associates Architects 49 Hartford Turnpike Vernon, CT 06066 Tel. (860) 646-3269 Fax: (860) 646-2269 - . 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"G � "d dh .' t"' �i '• v♦ J k �.i A c �. / .r F J ' r,r :'it' .r i. R n• y�,� 5 rJ a lS'.• . - ­_1� 'Li iCt.. y + A. ,k N w, 1L.. -� '. , I . ­�i- ,.1; - I 11 ) I e. �'. � I - ...� -­ . , ! I.i, I i ,".j. .. , A,F, ­ .. " , I F •'1� y Syr a : l i- 1 `- �F.r J S y Y. .' 1. A 1 r, a�` � x t ,Y". `t "; wrivt _I�I Mf ,�.j,v, 1. , " '4"'I " s, � "..'' .,�, ...­..� I 'i .,�� 7' � ?,4 ­!.,�Iip - , � , �. I., �1 . _W I . ,V.g�. , � , ; .,!P.;, ��,4'i_4,�11111 � I . , -,. . � , I �, . - �t I .1 - A - I" I, , ,� . L I .. .1 -­Ao � .1 - .k. . . I I A ,_,'t-::-,5&-e,w.,�, , 'IN ., .� t''a ti. t,t , 2 F f rl 1 4 's't ,_ Ygi3'f J . f,.�� t Mom.'I $, �fi '' ,- i.;'Y t,v baa �4; 1 r J'S Ito , r r t'+'`Y"`',±` '4'«-t^ 'd %r ire 5'.: .. APPLICANT BANCROFT BROOK, L.L.C. B&N ENTERPRISES, INC. C/0 CUNNINGS & LANZA P.O. BOX 1060 1610 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 T TEL. (860) 644-5288 EL. (860) 644-3473 FAX. (860) 644-3347 FAX. (860) 644-3347 }'3 : Y8 yt f +' °1 rs 11 1,�t�y 'b a�, 1� ro r f 111 ; I �'r� *a ; , _ ._ 1.- ,f �. ,� .. I, �j. NOTE 4:4..r.. . -� f 1 ,. THESE DRAwINc� ARE THE PROPERTY DEs16N PROFesstoNA�s, ING , AND r>nvE tEEN . , ,�. P ;. ' 4 •' PREPARED SFEGIFIGAl1_Y FOR THE ONMER/APPLICANT FOR THIS PRO FLT THEY ARE NOT ,; d t 1 3 r, r o . rc F A SONS � a. a ' i - TO USED OR ANY OTHER PI�ZPOSE OR �Y ANY OTHER PERSON OR PER t,a" -.,' .r 1 -, . , " d l :. S5 SS S SS 5 I •h , WI THE DARE WRITTEN I ION OF DE ICON PROFS IONA1_ NG �* THOLJr TTEN PERM ) rt �h f T , it, 1 4 r 4 r A i l a. ' a 1 �' . Ito`y O '•i :• K 1� 1Y ':r a fi h w i. t t I s t 9t S SS T 5 T 161 SIC�NA AND M rf�ION � a. THIS PLAN I INVALID I DF1+R HE ORIC TLRE SEAL T•-' r � Ul�i-_E r, , < Jr f M , `,! . ,., `v4 �c 1� T Qy } 4 w J J J �' a x , a 'h' OF SSIGN N61 YGR �►• THE PROFS ALE NEER OR �RVE �• � . •tr a s r Y ^i ` I' r a ..i v ✓ .t 11 v �F t s. 1 G •ar _ •t r .L 11 t [. 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G _. , -t� a it i .$- , _ , �• n ,4_ r -r ,- 1i \' � , 1 `; I , .., ...•'' ' 1 .. - 4 ?' -r a r I 4� { ~ '; - , 4. t kx G . -11 f '�I , • I. �J .f ^� x �r w,€ . �� �. � 'J . ,._ • , . ;; r y .S a- ; is 1 t q r?,.; 41 1 - r {.k + . t'A ad� w !fir y. •' h Y 4.. 1 I 1 . `t ..;j y i" , 1 t,;, ✓A . t rr t- . +, Y ? to f: "�I t # , �d,`C �« t �� f I . h s '1 SHEET INDEX k1M .. }a a,.:,; }� Y,-� `IF'r 1 COVER SHEET SKr � 'I, 2 KEY MAP(SITE PLAN f ` : r t�Rs „ �k 11. 3 KEY MAP(SUBDIVISION)N tr '�,�:r, 1, Y 4-5 PLOT PLAN � 4`�^ f �, A • :� ti I,. 1 6-7 TOPOGRAPHIC PLAN ,rr� �.zl. 14 of coN 8-9 EROSION & • �� A,P;%; AR Fir SEDIMENTATION CONTROL y"q Fy_ 0 ; 10-11 PLAN /PROFILE t .. 1 63 ro'ro'*1 I" /'4T k�'0 , Q t' 12-13 DETAILS !F S. �w "v, . ` • •t"ve 4 .•.,r•"• L1-L2 LANDSCAPE PLANS v1. _ �: C P1 P3 ARCHITECTURAL PLANS a ro '- /n ' 1: --. * ��, aF ,<: REV: I -8-99 :,.. 1 .r''• _ � p l', it ti. - .�Tr , �'1 R - :_ K ; . 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Zoning Data Biock ZONE: A-40 RESIDENTIAL USE: SENIOR RESIDENCE DEVELOPMENT (SRD) / LOT 1 - _ 1 T EM REQUIREU/ALLOWED (SRU) PROVIDED Total Parcel Area no minimum _ — 9.11 acres Net Buildable Acreage * note below 7.89 acres Number of Units 20 units 20 units Parcel Density 8 units/nba**** 2.5 units/nba Lot Frontage 200 ft. min. 199.08 ft. ** Buffer 25 ft. 25 ft. Front Yard 50 ft. 205 ft. Rear Yard 10 ft. 37 ft. Side Yard 10 ft. 37 ft. Impervious Coverage 60% max. 16% Off —Street Parking 1.5 spaces/unit 2.85 spaces/unit or 30 or 57*** * The Net Buildable Acreage is the total parcel area (9.11 ac.) minus: wetlands, regulated watercourses and flood plain zone area (1.21 ac.); clnn me nwnr 1 poi (n n l r� 1• 11+i1;+t/ orc-nnn ✓/V l` V . VJ 1 1-4 l"r. , 1.1111 r r y li 1.1 nr+ (n nn rim J1.1 1 LCn1 r 1 1 ?a J ** Minimum frontage required may be reduced by 1 for every 2' by which the development's front yard setback is increased. N *** Parking: 22 garage spaces; 22 driveway spaces & 13 parking lot spaces. Percent of Multi —family = 80✓; 8 x 10 = 8 t },r Zoning Data Sbxk ZONE: A-40 RESIDENTIAL USE: PARCEL A ITEM REQUIRED/ALLOWED PROVIDED PARCEL A 119,220 sq. ft. Lot Area 80,000 sq. ft. Lot Width 225 ft. 300 ft. Lot Depth 200 ft. 329 ft. Buffer 50 ft. 50 ft. Front Yard 50 ft. 58 ft. Rear Yard 50 ft. 286 ft. Side Yard 20 ft. 96 ft. Lot Coverage 10% max. 1.76% 1 1 al ,R 1 I I L I • .,, I 1 .5 s ti i ✓• .r 7A a nr - Y• :1t nt "+ 1 HC ! 3 w s - Mv.. •dry ' t yy,`'• •t �•( 1 I . i.* - ' � � v'2t _ I � J' . "� J. il�df ..� k�'�..'�L�^,��: !� 'r - •.r ,,:•+ta. a n•: , 4 N4'ems ' � 'I ' �' .1 `;• �� �:r ._ •Li`/ �. '�" ..'. y *�.r:- � r•�- o.�:•� "�� '�' J+ 1.. �.' i. .1.+.'r�{,,••,, .i, ,+r � ` �{ .Nr,�>�4 r'r�.; e,�t-'�.i. •i. ryVl.'"�4'#y�• t •'+ s r a a t • R 9 - i.. a.. , i •{ A J t .•� r t za t „T 4 > r I ' 3 . s- F sP 4 r .. • r r � �J-.: i : - ..fib • • 's'..•'' _ } Y��R• a s .i �•.-P -W _ 1,atLyx w L Ill i°'Viy�i"'�`'i� -„1 a ~*-•'�;°l. t 'i33+y !4 z f NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT 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 EXPRESS WRITTEN PERM155ION OF DESI6N PROFESSIONALS, INC. ` THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL OF THE PR4FE55IONAL EN61NMR OR SURVEYOR 1 h� at• : a ti9:itl rr . _ s �}' j 11 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF INFORMATION. ALL EXISTING UTILITIES SHOULD CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3Ya'J': 4 1-8-99 REVISE ZONING DATA TABLE (INT. LOT) KMI FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE 3 12-9-98 PARCEL A MHA FIELD SURVEY MAY DISCLOSE. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 11-17-98 REVISE LOCATION MAP 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 10-29-98 REVISE PARKING DATA MHA 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE j DESCRIPTION £jY RICHARD P. MARTEL LIC No. 84 17 1052 MAIN ST. AG BUILDERS INC. 28 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 NEWINGTON CT, 06111 18 1052 MAIN ST. NEWINGTON CT, 06111 AG BUILDERS INC. 29 49 STRONG RD. NIEMITZ, EDWARD & DOROTHY 19 1052 MAIN ST. AG BUILDERS INC. 33 15 STRONG RD. LONG, DARREN A. NEWINGTON CT, 06111 35 1464 MAIN ST SUNDERLAND, EDWARD T. III 20 1052 !!A/N ST. Al'_ Qiin ncvc iJv� V V 11 r),r //' 36 1474 MAIN ST. LEE, CAROLS M. NEW/NGTON CT, 06111 37 1485 MAIN ST. TOMEL, PA UL E. & DEBRA A. 96 1 1533 MAIN ST. PORTER, G. HARVEY 38 38 SHAGBARK RD. PETER LONIG 4 1554 MAIN ST. RYAN, DAVID LYNN & CAND/DA M. 39 1512 MAIN ST. GOODWIN 5 1544 MAIN ST. PAGE, MARTIN J. & ELIZABETH A. (SURV) An -PL."r 1`An0 AJA/A/ CT vva mnrJ♦ JJ. On Dn//A CDAA11's/C / _P, 1/CA ✓vncJvn, J JAr7Jxe11.1 .r. 6 337 SKANT/C RD. MULKA, ROSE 53 1497 MAIN ST. ZAGORSKI, ELAINE P. 12 150 STRONG RD. PRESTON TRUCKING CO. INC. 55 1503 MAIN ST. ZAGORSKI, ✓OSEPH G. 13 100 STRONG RD. WIN TON, FLORENCE 56 1511 MAIN ST. BANCROFT, EDWARD A. JR. EAST WINDSOR HILL, CT 06028 14 119 ROUTE 81 KNAFEL_, GLEN A. HIGGANUM CT, 06441 57 1511 MAIN ST. BANCROFT, EDWARD A. JR. 15 100 STRONG RD. WIN TON, FLORENCE EAST WINDSOR HILL, CT 06028 16 90 STRONG RD. CHARETTE, KEVIN J. & LAURIE A. 17 80 STRONG RD. GIARD, KEITH R. & BARBARA J. (SURV) 18 70 STRONG RD. BENNETT, ALLEN M. & DALE H. 19 42 STRONG RD. HUNT, ROBERT G. & CHAMBERLAIN 20 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 21 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 22 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 23 23 GORSKI DR. BENNER, WILLIAM H. & MARIA ISABEL 24 17 GORKS/ DR. DIACUMSKI, STANLEY & ANIELA 25 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 26 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 27 20 GORSKI DR. DIACUMSKI, STANLEY & AN/ELA GRAPHIC SCALE 200 0 100 200 400 1N FEET ) 1 inch = 200 ft. 860.291.8755 Resign of essionals, inc. Civil Engineers • Planners • Surveyors • CIS 16.E south satellite road - south windsor ' connecticut 06074 r s AN. SITE PLAN KEY MAP DESIGN.- KMl I DRAWN.- MHA I CHECKED. PRD ✓oB No.: 98-1123 DA TE.- 10— 7— 98 DRAWING NO.: D: Abb/981123/1123km. dwa C "t- S l u tom, y ,r �,. 4-7 Wt�•tr`sw� 1XI 1 tk '_41 t ° h .!' t r tl ,ill ;:• >r �� �1.�,"��,, 94u . {a ,el, i e3y Al s.; y" a ar Hqx R r,• r, t l - ;k k% "i A rat: hr" 7. 44 A+r, -vr,, t `4.•" v 4 V h Prepared For: SHEET a 4 B&AI ENTERPRISES ; y Otirong Road South wind so r Connecticut 13) ��a.:� ,II t•�i'.lf.�f- rjMllw`w� _.. Jr t' '�' , ,i®-�t: *�j;,�'l 1 �y ,,'r.,�d , ,jr _y, _� • . Yr i1 i • n'f ti-'_+x;.`•4.7t!�•Ayt�. 1�vt 7aei;�.'�e,;• i��. 3 .,�ayi•'f;i�'.-.it• Jr f r�'er`'•"' i<l+^o' t,^.'F.?•�`jIMy�s. . (, r',.•�.3•''�rr. .+�,.•T- iRrt�'4.rSgttY�y','' `_r' ,•A'�I� ^j . -,' ra � +� ,hJ.'.� . <'(• 4rC.l z ?+ FMi ` x. . r M k i •r: .4 r y J 'i i "r. r 14. I w t l Y �y� T' •,Is t .L ri I• + , 1. L5; 1k 5-+ IP .x t. •.4 'i '1l h •1 Y• -1 .- J i i MAP LOT N/F ABUTTER LIST 84 17 fO52 MAIN ST. AG BUILDERS INC. 28 1052 MAIN ST. AG BUILDERS INC. 18 1052 MAIN Sr. AG BUILDERS INC. NEWINGTON CT, 06111 NEWINGTON CT, 06111 29 49 STRONG RD. NIEMITZ, EDWARD & DOROTHY 19 1052 MAIN Sr NEWINGTON CT, 06111 AG BUILDERS INC. 33 15 STRONG RD. LONG, DARREN A. 20 1052 MA/NT ST. AG BUILDERS INC. 35 1464 MAIN Sr.. SUNDERLAND, EDWARD T. NEWINGTON Cr, 06111 36 1474 MAIN ST. LEE, CAROLE M. 96 1 1533 MAIN Sr. PORTER, G. HARV£Y 37 1486 MAIN ST. TOMEL, PAUL F. & DEBRA A. 4 1554 MAIN ST. RYAN, DAVID LYNN & CANDIDA M. 38 38 SHAGBARK RD. PETER LONIG 5 1544 MAIN ST. PAGE, MARTIN J. & ELIZABETH A. (SURV) 39 1512 MAIN ST. GOODWIN 6 337 SKANTIC RD. MULKA, ROSE 40 1409 MAIN ST. BORDUA, FRANC/S J. & L/SA 12 150 STRONG RD. PRESTON TRUCKING CO. INC. 53 1497 MAIN ST. ZAGORSKI, ELAINE P. 13 100 STRONG RD. WINTON, FLORENCE 55 1503 MAIN ST. ZAGORSKI, ✓OSEPH G. 14 119 ROUT£ 81 KNAFEL, GLEN A 56 1511 MAIN ST. BANCROFT, EDWARD A. JR. HIGGANUM Cr 06441 EAST WINDSOR HILL, CT 06028 15 100 STRONG RD. WINTON, FLORENCE 57 1511 MAIN ST. BANCROFT, EDWARD A. JR. 16 90 STRONG RD. CHARETT£, KEVIN J. & LAURIE A. EAST WINDSOR HILL, CT 06028 17 60 STRONG RD. G/ARD, KEITH R. & BARBARA J. (SURV) 18 70 STRONG RD. B£NNETT, ALLEN M. & DALE H. 19 42 STRONG RD. HUNT, ROBERT G. & CHAMBERLAIN 20 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 21 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 BOLTON, 05040 22 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 23 23 GORKKI DR. BENNER, WILL/AM H. & MAR/A /SABEL 24 17 GORKSI DR. DIACUMSKI, STANLEY & AN/ELA 25 1052 MAIN ST. AG BUILDERS INC. NEWINGTON CT, 06111 26 1052 MAIN ST. AG BUILDERS INC. NEWINGTON Cr 06111 27 20 GORKKI DR. DIACUMSKI, STANLEY" & AN/ELA {. v 1k �kt 1,;• r 7, v y , # t wF NOTE5: . 'f�,rL•, THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFE551ONAL5, INC., AND HAVE BEEN PREPARED 5PEGIFIGALLY FOR THE OWNER/APPLICANT FOR THI5 PROJECT THEY ARE NOT TO BE USED FOR ANY OTHER PURP05E OR BY ANY OTHER PERSON OR PERSONS NOR S � P REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS Y4RITTEN PERMI5SION OF DESIGN PROFESSIONALS, INC. • b 1, THESE FLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL SIGNATURE AND IMPRE-55ION SEAL OF THE PROFE55IONAL ENGINEER OR SURVEYOR, 12P t�•. .R-, �;:' �_�`i Imo. r\'.Jj�. � � �,r�"W4.; � �`t ..[-A .''. •. Y,.! �r �. i) o Ii n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE — — -- i INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9-98 PARCEL A BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 11-17-98 REVISE PER TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10-29-98 REVISE ABUTTER LIST \ IMPRESSION SEAL AND ORIGINAL SIGNATURE.?' OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-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 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 MHA FIELD SURVEY MAY DISCLOSE KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA 12882 BY RICHARD P. MARTEL LIC. No. • �I f :1 ! t ros• a' GRAPHIC SCALE 100 0 50 100 200 1 � ( IN FEET ) 1 inch = 100 ft. �S ? LL t T ti d ' b Iw � w t s� k' I e, •r 5 #• T� •i •'r :h �ar-' •a 1. A ti• ,r xA.rt-r . Y. T. St, ti J 4 Jy'A - �•t a . ! y {:• r 1' !' y s t2 9 • •}r _ i. ' 1 M f f'. 1 Y r MULKA, 5 rf QncP_ 4 _ 860.291 8755 esign rofessionals, inc. • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor - connecticut 06074 SU6DIVISIOO N KEY MAP DESIGN: KMl I DRA WN: MHA I CHECKED: PRD ✓oe No.: 98-1123 DA rE' 10 — 7— 98 DRAWING NO.: D.• /iob/981123/1123km. dwo r �I { S f 4 d k 1• r . 4 M J .y I •, l r` 5 s M T e� \ r �y 4 • G 5 i d • R' �p 4• P 1, < , ,4 � 4 I 1 P'. ,. Prepared For: B&M ENTERPRISES Ls ' South W�mdao:7 �: ®Rilffi��1T]1d�bllif C` u C•1- T 3 ail 0 'o�cs�:nr.�r+'.,.•'°"_�•-:+.`:m-.�-m.. �.�+�az'.a»•.'�'+v -_�;±aa-r;..:.-.•zae...s^�'raw:sr•�.���.v c , -s. c. -.>.-a."-'--.-:�.- -•aa'^��^'>.".-� �..x•..-^',T-srr•�. �..;: ^•rsa�, �: 15. 3' \ SUNDERLAND, VA T/ON EASEMENT EDWARD Ta /// y:�� `? IN FA VOR OF C( / SO TH W/NDSOR LAND F:Vkrt r 16" OAK R..y,s CON3'ERVA TION TRUST, INC. W/WIRE OAK IWIMIRE 'k `y1ar f c !, (V �.7 !y 0000 0�. .0 , d / / Af/r- SOUTH W/NDSOR LAND / CONSERVA 710N TRUST, INC. / I rrII / r N/F HUNT, \ / / ROBERT G. & CHAMBERLAIN � 9 rev. w h i o 1540 SULLJVAN AVENUE • SOUTH WNDSOR, CT 06074-2786 '~�sor•co"�� AREA CODE 860/644-2511 FAX 860/644-3781 December 29, 1998 i ti 1 II N Certified Mail *� H Brian Edwards B &. M Enterprises Inc. P O Box 1060 c' South Windsor, CT 06074 Dear Mr. Edwards: F ) �`' {•n- c- a �'� Y# � ate.: - "' _�•T ` Re: Appl #98-58P, Shady Brook Village At the November 18, 1998 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #98- -IWA/Cc permit for the construction of a private K * street, 20 unit Senior Residence Development with 2 detention basins, pavement, IFw2 I i grading, utilities, sidewalks, erosion control measures and related improvements to be known as 'Shade Brook Village " as shown on plans prepared by Design Professionals, + Inc., Job No. 98- 1123 and revised through December 9, 1998. This approval is subject to the following conditions: tt0*i,... I. One blueprint copy of the entire set of plans and this letter reproduced thereon, T y' must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. Y 1 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. R 3. The permit is valid for five years and shall expire on November 18, 2003. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the r Commission of a renewal request at least 65 days prior to expiration. r� 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. ►k I 6. We recommend a bond in the amount of $10,000 be submitted to the Planning & K" Zoning Commission to ensure compliance with the Erosion and Sedimentation + a<, Control Measures. 7. Detention basins are to be inspected and mowed once a year to eliminate woody growth within the basins. y. 8. Design Engineers will personally supervise the installation of the toe drains and outfalls designed for the site. ?; 9. As builts will be submitted to Town Stan for approval. 10. Trefoil and crown vetch, which are aggressive growing legumes with low s maintenance, are to comprise 50% of the seed mixture used. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION r / Elizabeth A. Warren, Chairman F:A W / pmm Cc: Town Engineer Planning & Zoning Commission Chief Building Official Design Professionals, Inc. U <" N II 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 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE L 1UPRFCCI0N gPAI ANrI OPI(:INAI CIGNATIIPF OF THE PROFESSIONAL ENGINEER/SURVEYOR. deli N / �6 Ml + , G�pl, CROSS- TRA VFL EASEMENT IN FA VOR OF PARCEL A SEE NOTE f5 \� T. 0. W, - 6 g 5 � = 24 4247" E.I.P. U R = 85 00' _ ® a; E- is9�90 \ / T _ 18.62 I rE. tti, r fr„; S-4.71 ' \ \ : •" r to x"'. E-1.54' \ p 0 ��\ \ �hv "�\ / `�s�ooa I / N23'18'06'E �' a'}ar• \ N/� J d`6cs S SOUTH WINDSOR LAND ®�� / or° 24.63 i CONSERVA 110N TRUST, INC. Q P, p ���//� IRON PIPE t j-1� / \ } \ \ o \ O E P. S66 20'47'E \ \ \ >h ^) / 52378106 "W 2 oa 1. 78' S66 41 54 "E 0.77',, . p / 50, R. 0. W /N FAVOR OF IRWIN A. & GERALDINE M. KNAFEL \ rV \ ss� • ° N/F CHARETTE, \ ?ire,KEWN ✓. & QO V � � ., \ LAURIE A. / to 20 8. 00 NF.,Ar', WINTON, FLORENCE Y-T-' o -L / �� \ O Q�•v6E_ oJ. I .. � ' tee, STREETL/NE NOT ESTABLISHED. \ 00 STREETL/NE, AS DEPICTED, 1S TAKEN \ _ FROM MAP REFERENCE ,¢V1 AND IS \ O'1' ASSUMED. 4` 1^ •J, iah 1y NO TES.- \ • � . Y� � ��'�y \ \ LEGEND 1 All WWI hVFNTATInN Fn!/Nn nR S'FT /S• f)FP/T.'TF/7 14FPFON \ c� a IRnI PIN TO RC cFr sr;•ks 2. HORIZONTAL DATUM BASED ON NAD 27. J. 50' ROW /N FAVOR OF IRWIN A. KNAFEL AND GERALDINE M. KNAFEL AS PER V. 115 PG. 282, iti j:` r 4. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L. L.C , ON 6111 & 811198, AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. J4 i 5 CROSS- TRA VEL EA SEMEN T IN FA VOR OF PARCEL A TO PRO VIDE MEANS OF INGRESS & EGRESS. MAP REFERENCES. \ \ z 4 I. NIAP FOR ✓UDSO/V A. tv KATHLLt/V B. BAIVGMUt AIVD THE ES 1A It OF BtlV✓AM%%V L. tFAIVGMUt-I MAIN STREET -STRONG ROAD, SOUTH W/NDSOR, SCALE 1" = 40;• MAY 1972; SHEETS 1, 2, & 3 OF 3, �✓ r ;x „ PREPARED BY WILLIAM J. CARRINGTON, REG. L.S. 2. SUBDIVISION PLAN - PROPERTY OF ANDRE L. CHARSONNEAU, ARNE H. DALENE AND EMIL L. \ rn \ '<';r *" "y ` DOWNEY - SOUTH W/NDSOR, CONNECRCUT, SCALE 1"=60' DATED JAN. 25, 1988, PALMBERT & RUSSO. / 3, ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN. SCALE 1 "=40; MA Y,1990, JOHN J. CONNOLL Y, JR. L.S. 4. REVISED MAP FROM MAP SHOWING SOME PROPERTY OF BENJAMIN L. BANCROFT IN THE TOWN OF BRIAN EDWARDS SOUTH WINDSOR, HARTFORD COUNTY, CONN BY EVERETT 0. GARDNER, APRIL 1958. SCALE 1--40; B&M ENTERPRISES, INC . SEPT�\ o : • ,, . rr •;:, 1961; CLASS A-2 BY H.F. ROSENBERGER L. 725. REVISIONS 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELO. OUTFALL KMI 2 11-17-98 REV. PER TOWN COMMENTS KMI 1 10/29/98 REV. PER TOWN COMMENTS KMI NO. DATE DESCRIPTION B) 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 - "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. 12882 RICHARD P. MARTEL LIC. No. P. . BOX 1060 - SOUTH WINDSOR, CT 06074 (860) 644-5288 GRAPHIC SCALE 40 0 20 40 J80 ( IN FEET ) 1 inch = 40 ft. ,i e' �K i s• 1. t K' e x J 6 i• -- r -f��hi'^�":i�*2•'s]_n.�,P'"S.Yi'.�I,....-.i'�11:Fa.,�-a.,s.1?ii'^�,iM.._ w,.a:a. _. i,..ni-..�.,,....,E.._'.�,._.t�.'S....1 i tsOu 1 2 V I • 6/5n esign uno- L GOP 7 OF Frof e s s i o n a l s, inc. DESIGN: KMI I DRA WN• KMI CHECKED: RJA Civil Engineers • Planners • Surveyors • G1S JOB NO: 98-1123 I DATE: October 7, 1998 155 south satellite road south Windsor - connecticut 06074 I DRAWING NO.: d.• �981123- SP. DWG i''ri'1�aSR'�I S,..6 .:�! i!. �9 LA ,i -v1: , � .a .y`� 21 -d'`iRt.. .Si�'_. �ti,, I�Li«i..:.�Sid�e'.i7°4�r��74fyi,a�'�f, �i''��.iPartJ : L'���<'�,6iSfZ1���>:F-•i'.i�lYAi:'..{! RESURVEY/PROPERTY SURVEY PREPARED FOR. SHEET s B & M ENTERPRISES y (ti N h"C+v 4 STRONG ROAD 50 TIJTH WR DOOR CONNECTICUT �CW._ I�C�`F, ', _ ... Y1'". M4, :Y �•'Y, '1 r "' - .. t •. +G M Yi . ...j{. rs, - _ I .' i Y -. : . , .. ,. r .. i t -., . _ ,' :. .: . •.' ^ :.. `ai.'`• fit'.. � ♦` 1, . },al', ` 4a. . , .:., 't- 400 5� 9C 44cc,,��LL I ,fy.,;yr O II .. ., 7�"y+1lCg � .i .,,�iYcy_ 1: �• w1L��,.A' •8�' Ja'� ,fig Y-. v '�.�;�i3+.a���3i1�,.... ..FA... f: 41: : ...� n.•.�. nS �,w. I .Q '4 I, I , .5 5 k:•, ), ro. `^35.'5. =..�rt•...9iv �' 1Yr?.•,.L,I�Rie. �Crl�, ,_t.._:l'v .. �,`�^ .:1-`t;+�.C.:::... 'ia vSS. � �Y.�.6'ui.'-. .., _�i ,]\ _r ._t.'�' .. a: �a.-.WL~'• / 1.r • ,; . 1 4".. i r c .. 1 rU - ... - rt '. ":. '?� , ':`�a 4i. : R �''" i_✓.f t i • ->:p`- >, ;. : : Y � 'ice 1 F. ., .. .. .. -. .. .. -. .. .. .. ,. .. c. :.".. _ t '�s�i/,.. •x ':.{. .T:i. q 99 .�. r, It f 'may. '".+,.' F .><I''-, .•]f'tr { 'k- -%FI" i".'\ a-4.,. �. .. .. .. 't .. :. R r. F ,.. , M -: .. tw,t-. , .,• .3 `i,�l f5 ''R• _l�' S C. ra t. - .. �n., I'!1�", f�r '9 � r .. 7 .. i :. ... -1 ,' ... '. ,. .. / � ,' ... S • ... .' a4. ✓: 1X �:. '.V 1' ' ..4 My 4 yW 1 .'+4 .f b • 4 i r 3 r .,, s ✓`vZ "C •_, " , � .. . .., .. any. i. .. .+�... a p< _ . TREE S LliDh'D x - - •.t �•�Y t= •f * • ai G t. a 9 "Itlr' S .a I 1 ... - W WIRE � 3' ... ..a ,...-. 4 . . , .., vs . .,.,. ,. r. •- 1. -ti .- ... Y; y : ,tr . r . .,�♦.. , e. i ' X •S• :- . ??�. .. ..., . ,.k.;' C . _ _ fi7' •:yam ••. t. :.f.r 1 - , .k 1 � .;pl•�1�, t• i• _, \ sry !. 'ter'. & r} .♦ �. � tt 1`"I , :�,� a r � i t+ �A, � �E a ;,,:- -x .. -•* ! y 'd' :,- 41. j� i �Y Via` +'cwia�,t i e4r,.. '✓ _ �t«YF- rE.f:.,i'§ '.�jyijF , _ 40" MAPLE , � '���, ,, _ �y •� � f ,' � � � . � � W/WIRE t, et PL 003 20' DRAINAGE EASEMENT ? ,55/0+ IN FA VOR OF BANCROFT BROOK, L.L.C. e SOUTH WNDSOR LAND �.� I \ \ CCNSERVA nav TRUST, INC. / o"Ilo \ ` / �k•,,,:?p80. `j f N.a \ / �_. �'=�'!l"• 67V0 03 N ily6 �, $ �" \ a`h` �'• s ; \ / { + J N/F SOUTH WNDSOR LAND �• CONSERVA TTOW TRUST, INC. I >• I T 0 O y 5. 14O • \� \ ♦ a ` a� I \ I I' 1. 0' CO I „ F � .ry r Ix / D CROFT BROOK / / O 7'*�9,a T = 34. Jq. k �y Sr � % FFFR\ c N/F" /I SUNDERLMD, 4 ;�� hh ONSfR VA TION EA SEMEN T \ I, EDWARD T. /// IN FA VOR OF SOIJTH WNDSOR LAND 16" OA\ `-� CONSERVA T/ON TRUST, INC. WIMRE T 0 f • / 12" OAK \ 66 W/WIRE tis� S J. Job / 41 + a \ / N � _ � ' �,_ / ,• / SOUTH WNDSOR LAND Ap<` CONSERVA 77ON TRUST, INC. tfi \ N/r' HUNT, 0 hry b CHAMBERLAIN � J 0 9 \ 4*R l �• �t LL r`": f''f' ti '1 � r r "Yi'�i� • y ,..,.. Y .r.. P YD f,►jf C 114. i 1 / 6S? (_ 11x 1. UNLESS OTHERWISE NOTED, EXISTING U11UTY a� ', REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 I N W LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ` " OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE m w INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS �t`On BE FIELD VERIFIED PRIOR TO CONSTRUCTION rR� 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 1 ay. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ru 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELO. OUTFALL 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 11-17-98 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/29/98 REV. PER TOWN COMMENTS KMI 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC No. t / 31 20' DRAINAGE EASEYE T \ 3S • J \ 56 IN FA VOR OF / "r - 5 'r;ti i . s R, `0 eUF 4J \ S 7 i d e e �a Off• \ FE / BANCROFT BRDOK, L.L.C. � v't:y 15 / Q ♦ 00, 14 T 0 >� F d 4,11 uz - 14 l= 85 59 00" k / t 38.00" �b T L 35.43" IV SO rye• L — 7(ff SF 18 \ \ 0 ?5" 16.00' � 1 (0 / Jrk a yj 1 r > a PARCEL A L/ I •+ a 119,220 S.F. / \tk♦ 2.73 AC. 967, IRON PIPE :_Y Katy \ \ / J \ \ �6g sF �• I Z O ,s fir, Av A 487 1 • o L = Is 90' � � � / 0' O � LEGEND � � J� " / 00 2. -11 \ ' b°' ry O IRON PIN TO BE SET a' \ h \6, 4). \DER / � �` a• � � u I w Q \ 2' 8B0 \ O f e `fµk tx / � � F]„ � \ - g/ �� �� E.I.P. t�;"z�;�t_•;',rr Vil l�J J R = 7 .00 \ dry• T 2 93' \ A CROSS— TRA VEL EASEMENT' \ tier /N FA VOR OF PARCEL A .r SEE NOTE , j5 2 860 •291 • 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET 40 0 GRAPHIC scA� 80 ��si n Vo;a • ± i I PL OTO PL ' B & M ENTERPRISES 9 &r(:)fessionals inc. r a Y .k, �f } ( IN FEET) ■ DES/GN. KMI DRAWN.• KMI CHECKED. R✓A t y( �!''; STRONG ROAD 1 inch = 40 ft. ! Civil Engineers • Planners • Surveyors • CIS I JOB NO.: 98-1123 DATE.- October 7, 1998 1 ,z SOUTH WRNDS®R ONNECTECUT 165 south satellite road south windsor • Connecticut 06074 DRAWING NO.: d: I981123— SP. DWG .rr -a 4 A 1 r , 1. ... . GE .. � „ ..... i ' ... v Try ,.. .::. .: •v . . l DRYW SUNDERLAND ^� " _ - •- ,' ,.I, /+ r r=i'' t• { y.:. T.F.=61.5 EDWARD T. III A) Vh �V f",' - INV.=58.25 6 16 OAK 1 W/W/RE F �OQ�Yfi'.J'FL0,, L�_75W 12" oax i o ' � 66 - y 'iw •�'� , j , t' W/WIRE � PRO CL ##i L s DRYWE o •ry" it I r G �Op Sor. T.F.=61.5 \ =58.25 yy { - �, S i 1 •' � I �y 1 � - 1 {i � + 1 1 .•rY � �V,u� ��} , �Tw *.•+ � t � / SOUTH WINOSOR LAND / CONSERVA 77ON TRUST, INC. 1 ` dY O'Z 0 -------- ------ a NIF HUNT, ROBERT G. & / CHAMBERLAIN p O U ,F1 s6� p8' r DR YWEL55. � 4t w' if ♦ TO ID •. =E 14 YI N •5iF' r 1 i, r r. h` 9 ' J "� R •lk t C k- aa' _ • �v O N� <} , Nl i ) CONOERVA ONS7RUST, INC. SNET #3045 W/LIG1 ,:I a C. �O �y O EX S. M. H. ^ j `� >f T. F = s9.12 \ r - .4 /VV=5 IN V. j. 08 t rF�63.JO 8�4 1 r { 3 + O x r•VV a F a 1A , :ANi 10 i. ,ice ro . R •.4 'fro � '' 1� �4 #��'•i ,.. rt.. r,- o it 1 i. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-300b-1 THRU 20-300b-20 N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS cn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a 1-8-99 ADD IWA/CC APPROVAL LETTER KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2. ALL UTIL'TIES ARE TO BE STAKED IN THE FIELD 5 1Y-9_98 ADD HOUSE LOT/TOWN COMMENTS/RELO. OUTFALL KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN iiALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 11-17-98 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 10/29/98 REV, PER TOWN COMMENTS KMI 12882 L IMPRESSION SEAL AND ORIGINAL SIGNATURE JI- THE PROF ES NGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P MARTEL LIC. No. , - a \ V-Y. 2 � '":/1 . #R R,'` : Ji• .J11'•' d: '.�', ! � ..; •:,A r 1?1 N66•S \p O'z�\ 523'18'06 "W 15.00' S66 41 '54 "E — 0.77' N/F CHARE77E, , KEWN J, & LAURIE A. hp NOTE. STRONG ROAD, BETWEEN ?0 ryo 1V o^ 01 / � ' r, 6 ZJ / z / PROP. C-CB#4 �.� Cn �� VIM, z y INV.(6")=60.90 59 W- / •� 1 p L = 24 y4247" N.H.4 / R = 85.00' 679 / T = 18.62' 51 L = 36.66' fl0 - PROP. C-CB##3 D T,F.=67.56 z / INV. =61.25 N N23'18'06'E 24.63' I / P S66 20'47'7 1.78' P �Q PROP. C-CB##2 2 T.F.=67.48 % INV.=62.5 rat+ 0 :t' to eel �a��t5�� t • { ''1 `� 1 t �'yyS a�� x�. 'i 'r�rrp�'' ' a 4. y{; �e e )"�4.`t�y. `.i ♦ >a\ -.tl t,;x� fir,-�I.�fn 1 i J- WETLANDS SWFFT-k \ : • y `,• \ ; ~ � `� 41 44 1 � N~ � � ail»•�7 4 3".i t 1 t " ynr i Y k LEGEND O IRON PIN TO BE SET4�?J _ -52Q _ EXISTING CONTOUR +tr -CM}- PROPOSED CONTOUR .2873 PROPOSED SPOT GRADE + ;; ` %A.j PROPOSED TREELINE F — PROPOSED FOUNDATION DRAIN —S— PROPOSED SANITARY LATERAL —w— PROPOSED WATER SERVICE k GORSK/ DRIVE AND PROPOSED Ex rnw[£ WYNDIMOOD DRIVE; SHALL BE is "4pa / O \may RECONSTRUCTED ONCE UTILITIES To M ARE INSTALLED. 7 8'' SNET #3046 % � � N11F S &RISERS Ex. m,"/APLE ® WINTON, FL �All Q Wj'UGHT ro BE,eEuo►fn � � ��TqR Y �' 80 , ry ,t �, . d µ }' w•l, a t now 18 iC` - '`• Fey a Irv, 18 MAPLE i2.48 = '� . �\ To BE RELOI£O / O O EX. C-CB T,F,=65.84 n PROP. C-7C13#1 �T.F.=68.40 •`�. ' INV.= 6 5. 0 4 �, BE REL 0CA rED SIREETLINE NOT, ESTABLISHED. STRFETUNE, AS DEPICTED, IS TAKEN FFOM MAP REFERENCE #1 AND IS \ ASSUMED. T. F. = 69.2 INV. =53. 95 SNET #3041 �. W/RISERS <it r • �cSNET #5187 tf EX. C-CB ` .'� \ W/RISER / EX. H YDRAN T -x C~LB T F, = 70. 40 w i' O ` SNET #3048 ! ` y!•9 lS. ii%Fti, '4p 860.291 • 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET ■ yin D n D M MAP PieJr � `�.,, r:,�+� ., `•! �'. - ,� � •�, ' `+•�* . ' - yi�`, � f fi:-, GRAPHIC SCALE Il V�Q�U11 `�' �W�� '°` �,: =a' .� B & M ENTERPRISES - 40 0 20 40 80&rof 'a s i g n ■ • ,.�.'�.. 5 y t� � S'::••' y`'�'- ,;yyt..�kif �7'�'z1y i.: .;L eL-'� �$: ^.��'.•.: <�,,,� �'-� t t?: ( IN FEET) e s s i o n a 1 s, inc. c■ DESIGN.' KMl DRAWN: KMl CHECKED: R✓A .P "r „ t � .`<� 7F� / I inch = 40 ft. ! Civil Engineers Planners •Surveyors GlS JOB NO.: 98-1123 DATE' October 7, 1998 ''��`.�s°a. :. "�,�::- a g� / 1 �_ URA WING NO.: d.' `981123— SP. DWC SOUTHWR14DOOR 1 , 14!i �� I CONNIECMICUT IZ r �e . . -Ii - _ - _ _ s.,- r,rs�•• - ,• -_` + t -,j�T-'tf[1 ,, - Vie+ r .•;ry •v' 'm 1C� � I ' Y. 1S<. r j fP ,�.5 r1; a" f` , i+�{rr f F a; t'' s °a o .i i _..T°". _ a. �.• �•• Aa' .7 y,� :N, A �{� •..f- {. • , _ 1. .. , w r T - �, • • ) r Y;. '�S .. > 4 41- A. c �. , r. � - - -_ - -y� 1' rt'6 $= .. + cL:. ; 0..'tr t .n 11' w ea.�.; .v,.%AI - e. :F.. ,.. - NO<., - - :� 1. .. ,. -.. i•, .. �. , :.. ,.... ... ... ,.. ,_ ... ..iil� - ^+r .. � .,• ,J - - ­,", 70"w, . -11 ­ ... 1. W-111-- I __ I - .. ­ I ­ , ! I � , .1 I - -, 11� I I., �.,:_11'": i"t.',41 , 1! 1. .1 ­ "k- j..I _111­ _�,"" t r , _" , '' . Y . :1 . �,-, ';�­ _,��,�, __ ?. -- :i � , �# k . � e.... q Y 1i f�^"ik_ _�l 1,41. , g f : �. 1 yi Ii. k .• A< J•- t •.yid •. •+{:. ='y..•`1- �; •;: �y; x. f'• i r ' •ai. y�. . � i A L � �a .x., TT•" 1:. }... - ., 1 ,!'', . "�, '. r -` ; . �! ^ .�« 4 a + rr. 3 tl ., i• - -. , `� ,y G?,, ice"' .. +r .. .. .: ,Fkr r a :. _ .. , . ,/ v h : r'rrt•'• '.Y.�-. r' 4 't. <. . y r r :Ft S' t /� l ,.�.. , :u : .. y. .w , .. { •"R 4 �. 41 I s ; b' '.i. "r - S' k. r t• .. \ •.' . . A v f* s r �r >s" - ,. _ w., . ., K - _ - _ ..41 , - _ ,, (:. 1. .RY rT J .V. �r4, ♦ ` { ♦ .. » ``� , - . -, 't r.] Y .'1 'i'' - .l 'c vv, i "" � _ K' t i k- '+ �\ i.. ,tp4 y l , i c: v' . r f .Y j1 � �• � R 'rrf - r A� 4b r 1 1. t S t 4 w. JJ11 - . i' %a x _r a' i e \ T {,,,�� . 4 _. ,.. ,tl „ FT ZxP F - �� 3C _ : p . r: �/ & `/"i ?+ •. • r ti +. iT r - - k - is _ _ -1` ,,t'f r g f t - C. ,- " - - - - I - - I , I !III - a'•A b': cfi�.r_ ! '1 'y a I . N � . 1 1I . - 1 / - » - _ "i, { > / , - � - - . - . r . a IC,a,. .�; , P-RAP C ANN - - ., -:. _ _ . j I E , . , I I, ;. . !/ TOE DRAIN � - - - , -_ - _ - - - 0 ' .• - /\ . - - - � - _ .I . � . � . � _ �_ . r. ,. T �.� , � .. t , - _. - . ­ - I- .- . . � - . �? , . . . �A. "- �, I. . ; " ," . ' � - , , . , . �� I 1 " � . , - I: , , _ �I , . - -, : � .I � , . - . - . . - , / 11I . - . -4,II t . . , _ _ I. , � .. I \ \ ) � - \ . �.._ g,--I- r4.,� b,@_ " ��&. 7 ) ) 3 -,_ ( 6 � -: 8-­ j , - \ // /\ 1 4 ,/ ,. . /1, ­ .- :1 ) -*I- 0- - 'E II%/ .( %, �- ,I- -'�" %� qI *1ie�1 ;,. '� _..S ,-.1v1I ,_1q o _%*I 3/0 ,. - - . . , •, - ?? a�1 .+ " N / - _..PROP. ETENTION ~~- I --1- ^"' _ - - - - - ' ' _ a w_ .. / , 1 _ x { Ly , <f r F .>,.;,,� .•y+^. ""ter , : . .. ,� - - _ \ f ar n 1�1 1 J - \ ICJ' T - I __ --- -•_ ---- ", .,� / / - _B S Q11 LET- •< _ - - _ - _ ,�. a _ ' ' - / T.F.=59.25 1 _ _ I- ��_ - - _ _ - _ _ - A• + INV.=55-0 ' :�-:.:_ j�_I,Y,_..: - -_ _. - - - ' / n a 't fl ` - - _ yy,,.j f / r. f. I'�. I <� .` / i 1 FVFI 4PRFAnFR 1 — `99�r-� S6'�•.. -t / _ I, \ - I-1 '-' 4-, �.I,7 7I / -,,A . .- _1CI 'w.1 't", PROP. ENDWALL s oo ,5,> f ' ). '�.•,� INV.=54.75 4O - �'� jJ _- / ,,e »r,I.: i '*I I '' , , / / -TOF DRAIN I ~O %_ - \ I a►I'�' '"+'A " as 1.10 '4 ; / �� O INV.=53.0 ` 7x 0' -V VI tis oo - O \ ' /I, -/I � I S �r '' rt PLUNGE fsDOL$ 1 O T %y 6 AlA/ / 1.11 � '\� / / '�� DETENTON o 6 ` PRDP.' pE'i NTION SOUTH WINDSOIR LAND -«11 ' - - 1 ,.cyt'' ��h ►fF 'ANDS f/firE• POND ^- p P. 18" F.E. 5 \ -BASIN OUTL \ CANSERVA7I0N TRUST, INC. / , "Ik/. �-,'I /II I / i /. I ' I _ . I . 1I. <- I - -II. )- — . '/. .1/ - 1 / 1� 1/ _I. / 1. ,.N --'I %/ _1 ,I1 I1 T.F. - 58.25 ' %,' -. �. - I - I. , Q nu ziY Yc' It Rl Q IAI\ —� F .i -A\ >��c_� � \, r�r,r•,n A.A. / /, I y<I -I,.1 ' / / r icrnrl , cc .i. I I V V — J J v \ ` -- -O . \N V = 54. 0 • I u r '6(r JIU 1V ;� � ', a , I. _� " U.f. p_1sL / �0 PODl'":. +� * ' a. / r' I o '93 � 's q P.M.H. / o� _ iNV.=53.0 LEVEL SPREADER ' k �`�,+ r i! y T.F.=Ei1.0 `� �� \ pROI?. ENi3iNA1rL I t ,t t, e X55,5 h II.1V' / ' a r ,I, ! `"� - 1 ,':4F� ,'r.vr. �? \INV.(15")=57.80 � =53. - jr;gq' ,r * " ' . `�, \ 'I i I INV.= ro �, IN " = 58. 55 111. ,*k".I 1 , I"I:I . I I.N .:11::.:.I: % 1 /I 1II- . .If:I'1U".3- 3I1N 4,A� II I '��I.)5� �- 0 II ;," A �1, \ ' ► t `. DETENTION > ,� r ! \ Nvi `� t ` , .� '' �, o y �O \ X 65. X 5 4.75 POND 3s eUP,c� 3.5 � \ ' J "_ ,1 / / / \ j ,. /v \ /I, I I, , , , I, , I. I/ I I ,, / I .I ., _ ( /, L / SOUTH WINDSGIR LAND , l`; o i4, �� R \ , �, - '`F"' "ti . CONSERVA MV TRUST, /NC. L % z ��� \ 3 / It y,-. ./-. I , I- .4- % ,. ,I, ... ... . . ,I .;,... \,"_ - .,II ." -I. .1 t/i1 I A4 .'I .1 - 1. '".,1- 1.- , - . I 1 1. - 1, I ,..1 :_f., .1 , . q 12 m I. '. .". . --. . , I. .. . iII` ;II- ­1 � I-I.1I ,!I.I . I I \ `\ 4 y s9 S 6(, L ; , ar t � { ` 1 ` o ® \FR ks)0 Q 53 -1 re o _ PLUM POMS / ! 4 \ \ `t \ INV.=58.0 A o 3 \ p A I \ ,� S 1) " ° T \ {� ///--WL�7ZANOS BUFFER / ' - ' ,i / \ 1 12 ^`Iv x 5 'tip,/ __-ft1-_ \(q 9&1 �6 \ 1//0 1 �, ' .*I ­,� �`�� (/-='_ • c``V 1 . -1 . 1' . ",+� ' `. , ` } `,: , �o cb• ( `' 's92s 14s 2' HyoE i`' TOE DRAIN \ h ' :'.II - a:a +'' : ,v:_ ", /� C(i zr, s'_ I f' /� �_ r, . �\ CHANNELS / _ S , ram' \ v i; �� /Nv�S 0,> 1 6 4" STONE / X5OAF INV.=S.S.U'e a 11 t \ z / V ,Ii,YIIi;-�)t4�1"jI�I'I �II-I:;;1::�,I1�.J,4`��".;I.I",!T-14.-II11�-I.1,.,"­*,�;,�,+*;,71 I;­, 4,­,_. ­It,v, I '1I 7`4,,,,j +" ;'?' , : ,-1i/I ,.- f r i 6 PROP. C-CB#9 / , ' +_ A I. s6S2 �o- \ �p h�ry W/SE63.4TRUCTUE �`-� y� PROP. 1 ' ,1 \.I1� . ",­.. A- , , .,I-_/. ,Q ` - - - / 1. (,. ,�,, 9.5 , s INV. = 5 7. / '•,, , ' ;I i`4..-J `�• ` `ti.: 1. `' ', ' / ", >O\ V \ ' -_ _ [... ��/ JAI 'J� , / V R,.j' •`p s _Q qo 4 /PROP. CL CB¢#8 k / ' f r INV•=56.0 41 , hIV �� 11 s/V ,? c) T.F.=63.44( ,I / ,I�v\ / s6, "�' ,'" I �- l O �3 INV.=60.25 s90 \ o o,� . �ti �°°_ A 1 e'' s s 17) \ ?80 �. LEGEND a° e� t-, I , / J 10 P,SM.H.10 'Q A /T / T 11•. \ � l O I T.F.=63.73 q RY ��' 1 `� \ I O IRON PIN TO BE SE 4( I "`�. If / h l(Q INV. =58.25 'P y o \� _ 5zQ _ EXISTING CONTOUR ' ^� iN S ^• SO. ( / -CM- PROPOSED CONTOUR r::.I ? q 'r9 1 r 1 ` o �C�j 1 of p _� } h 1 / y ' .zaz.3 PROPOSED SPOT GRADE 1 . S % 4 �O o,' a,, , y ,1 � \ JS. r;O ( �j1 0 z // \ J PROPOSED TREEUNE ::; t 1i 1 \ BC/,C / J' y' n P. S M. H. 9 \ — r — PROPOSED FOUNDATION DRAT ' '?1 - / �n`O ' �' 4: c DTF=6J.67 0, /P / —s— PROPOSED SANITARY LATERA A / Jh in /NV.=57.47 r /� _1 / —w— PROPOSED WATER SERVICE � s P-S.M.H. 11 p "t i " . ,, ,-,q 5 / J CROFT BR, OOK / / �A. T, F. =64. 07 iy h _1 V+ , / / �j I'I' I V. = 57. 85 � /� / ��. ,V1o41� 4t-IIi,",­`-'!_,;I:"'..1",1,l1 ';.i1.I ,I -t.,I ,_, ;- / J O 7 4 N 397, 084 S. F. 18 0 ' a? M1 n ,k y ` j , / 9fi �Q/ /N`` Q' /­ 1 •' / / y j `V/ f 1 N� � S90 / / / 2 r / kip' / 1 0I a s ,,�, 19 o` t !. dS' ti '� / / - 4 '', r Ia - V 46, N G' / 8 o K iC / �(. / / / y �' ry h $B6 C J .-'@ 1 , . y r )h / \ O see )Aa / X6 .5 / 6 r t;� ,.i S I . / ` 66 ROP. C-C h1 Q7 /N` cS S ,� / / V J < S 11 y r, a. / // 6UPF�\ N 0INV.=60.2 `� P.S.M.H.B ,Y * .,� - ,-I1\ /.- C)' /(._... ) �_ - .I .' , Ij 11 I 3 R `° T. F. = 64. 94 / / \ ,I.,'NIo /. l 6' DR WY EL j c, INV.=56.98 / 5a 1 ;' , 4 -- / "t 2 0 , -, . _ . - • y SUNDERL4N0, ,"5 h - - - � T.F. = 61. 5 \ h O /G' PARCEL A / ;' EDWARD :`� - ` . r - /I- O INV.=58.25, h 119,220 SF. 's / / w - <. N f" v: g8�� O PROP. C-CB 6 �� , . T / / I r 16 OAK 1 >N F % # / / 2.73 AC. ' c` +it,, . _ ° W/WIRE %� pK 0 !ijj W/SED. STRUCTUR \ f kc . : , i � op , YR FLU k- ZZONE _ / ` ' T ' � I / 12" OAK O 66 T.F.=63.60 / ` ' � , �' , - . % INV. 15" 59.08 1 - ,' ,:. -r .," _v / I k - W/WIRE PRO CL ##12 `S�� 1 �� �I, i�'��� o� / / / , \ ' - \ s,. h,��Y', / / /�f�`� / %,J,, .�so —Q DRYINE (� 1 l Ivv.�o )=Jy.oJ/ / t - - \,. !• ; j'11 � / ; 3, ss�"112 T.F.=61.5 U °0 56'..,15„ `\�s .. \,I� r ~1 � _N ' Sri , } / )h;' / F o ®0 5 e t i j; , ;' i '; / \ PROP. CL CB#7 p /44; ' r , �, ' �I % , Y tis' r. .{ I i ,, r. cr T. F. = 6 3. 5 �`' A �4 ' r a , , '3• ' ?,,, / / .� � \m� \ \INV.=58.8 �� how 'SD.,_ �\ �j `t `' , \ ! ,' / " 7 4 :'/ ! / / t ' / N� J \ �/ Z � > \ \69 vSF k / ' `% ,''1I , `•,ti•\ �tr ` ,f' - Y,r 1''., , 7 0'_ / SOUTH WINDSOR LAND &� `''r /Tj v C)O / WE'1LANDS BUFFER `\ `� �r # + / CONSERVA 77ON 7RUST INC.9 \ � . - _'s O / I / `� t ; ' , .`f * f' jq / ',� r 5(.3 S•, r� E 90 �r / rja `�, t , , t. -/ - . /--I -- I /I IQ / I 7 ­ ' I INV � - 25 rp1l/­i -/ _-I ``x < O Oh A o T \ `� RO C CB#5 / a s , II- % t '� ! / '� 11 Co � , �\ W/SED. STRUCTURE ' "� , , RT,:j +, / I /�� / \ �' T.F.=65.70 y �� . \ < <` \ `1 t ."t.' / 1 S M l 16 O INV 1 _ 4 3/ \ / �� 8 5 59. 5 �, , / I , �yf�•5 F.=64.8 S4H�r �,�,' s9 INV. 6" )- s0. / s •'s i S> nee _\\,1.\I (.�.�-V : I) - ,l1` 1, . ,6v \Ii G , 11/I , _\ , \­ , /I ./ -''_ �, ( , , 'I 11 /I7� I ?/ ,. /It I ' — \ '4 . 1-,/ 1- I.- /. . ,� , s , ,;�,Kl / l ��a I =56.34 \�� qRy ( )=60.2 y / Po np / ` ->%-p - ; A\N� .. �,6�1.-*j L+ . J' / �/ - sr 1 S "/ / �, ,. ,I/ i,-, II I,, / ' 1" /1: 1I I1. ,"..-ItI-. ,I I _I: _I- ,, I/I 1/- -_._",�---._ w.-,-.-1 � -* -- _1 _ _ 1,%�,,-.­ -.'. -I ` _ T 4 04 / I T 661,I F � : , 9 r `' O J` L _ .- ------.",;-: ; ---,' - J� .c11 / /A. .c- l+ A1,. / r� ,, a 1 1 Z 4 e ,� 1 ` \ / R08ERT G. h / 00 / 6� S`r' J / \ 1 �,o O y•j! i \ CHAMBERLAIN O O• � • i 4 3s, 9 ? / e-• o Iz / / ^� /h S , UPS . rn ... ; I A--" ` \ / c y, \ % ® C f1; I ,l. �j / F z N` , ,�• _ Is, 90�> \ DRYWEL!/ 1y N��6,� 1� * W.R.PS-- °-i / I .,.��­:,14I-.1. �. _:,,0.":1,�1it -01 . 11�z 1. bKF �. y, `31j. \ T.F.=61.5 �6 r p`/0 / F.=66. ss� o °' ' c�v i, g �1 N w �, /,;, fi. , F INV.=55. ,, ,� /NV,(8) 5.67 0� N cI 01 d, I I + t \ / 3 o INV,(6" 55.83 - sq PROP. C-CB##4 VO. /') „' ' , \ / O 11 3 Q' \ - T.F.=66.70 ^� /V 6$- ?, 4f:. `_' `% \ 2 " rn_ \�p INV. (15 )=60.15' \ d4, J;� 1 , h.. - -. ti`, l +;fi �' �\ bp \ `. _ _ \ �!� ~ e INV.(6"}=60.90 ` y . \ 6g (5 {, ,, A : 7 ' �''a ` "'_ it \ �� 1 (O y , s � -, •' �� TO 6' DRYWELL D TF_ 9 o Ay ii =+ y 1 ,t 4 7 , _ - / \ =63.5 �h INV.=S 03: / �,. Y4Y 's �� _ s v.Y T ti. y i '¢s -55.5 \^ ,1 rr1� 5 s / 4 i>{ $"` z"` +`�,, _' ; -.q. ,�c' '�'}. %`'r- '' '.5 f •n r. . � �` - .J - _JO / N66`S `8' \� 1 ~� ��v• ® ' / i .. e. •sy'L 'N' ,i r 4 4 Iz . I I !41,,I__1 ;1 -_ 1.-%� ,. !1 .1jl 1 i i __ - *1 !, , a -'If° 0 , ', :.'r .' "'. 4- Try ,_' , _ az *'aI 1, i t, f r \ I . E / �T �` I� / \ P . , - - , v<x 1. UNLESS OTHERWISE NOTED, EXISTING UTIL!TY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECiiONS 20-300b--1 THRU 20-300b--20 i; 860 291 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET �„ LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNEC7ICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE co INFORMATION. ALL EXISTING UTILITIES SHOULD F, " STATE OF CONNECTICUr' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE � D flap B & M ENTERPRISES �'(P BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 esign 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9_98 ADD HOUSE LOT/TOWN COMMENTS/RELO. OUTFALL KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. &r,ofessionals,'�� / BY A LICENSED LAND SURVEYOR PRIOR TO ) ,STRO14G ]GOAD CONSTRUCTION. 2 11-17-98 REV. PER TOWN COMMENTS KMI 1N 1''1rET DESIGN.' KIWI DRAWN.• KMl CHECKED: RJA 3_ THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/29/98 REV. PER TOWN COMMENTS KMI 12882 1 inch = 40 it. ! Civil Engineers Y Planners Y Surveyors • CIS ✓oB No.: 98-1123 DATE,• October 7, 1998 1 3 SI OFEAL ANDNAL ORIGINAENGINEER; IGNAIUOR. N0. DATE DESCRiPnON+ �'# `' BY RICHARD P. MARTEL LIC, Ne 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: d.' 981123-SP.DWG SOUTH�VANDSOR CONNECTIC TB' a> r`' __ - *1 !, , a -'If° 0 , ', :.'r .' "'. 4- Try ,_' , _ az *'aI 1, i t, f r \ I . E / �T �` I� / \ P . , - - , v<x 1. UNLESS OTHERWISE NOTED, EXISTING UTIL!TY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECiiONS 20-300b--1 THRU 20-300b--20 i; 860 291 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET �„ LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNEC7ICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE co INFORMATION. ALL EXISTING UTILITIES SHOULD F, " STATE OF CONNECTICUr' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE � D flap B & M ENTERPRISES �'(P BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 80 esign 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9_98 ADD HOUSE LOT/TOWN COMMENTS/RELO. OUTFALL KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. &r,ofessionals,'�� / BY A LICENSED LAND SURVEYOR PRIOR TO ) ,STRO14G ]GOAD CONSTRUCTION. 2 11-17-98 REV. PER TOWN COMMENTS KMI 1N 1''1rET DESIGN.' KIWI DRAWN.• KMl CHECKED: RJA 3_ THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/29/98 REV. PER TOWN COMMENTS KMI 12882 1 inch = 40 it. ! Civil Engineers Y Planners Y Surveyors • CIS ✓oB No.: 98-1123 DATE,• October 7, 1998 1 3 SI OFEAL ANDNAL ORIGINAENGINEER; IGNAIUOR. N0. DATE DESCRiPnON+ �'# `' BY RICHARD P. MARTEL LIC, Ne 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: d.' 981123-SP.DWG SOUTH�VANDSOR CONNECTIC TB' a> r`' .r � � "' � �: r ♦ �F'fia ,�'�,; vim lrfi F' t� � * � .f�s�;%j � - 1 f� : :fi � 'I, I� I , i S I, ,it 4 a, 62 �+ 58 56 f 54 r � I 13y "• ![ 52 50 $f a 48 46 s ^� f � : 44 ti t 42 40 123 L� r r �g !'1 ,. . S.�-:'MEN'•- � _'F' ri" ,�'Rl, : 1•-, + , If fa, .a + .,`S r.. 't xti .s`_.!�'. •fi,>':.\ 'it IF/ • / •!�F \'`fa.' f yi.._.. "lt1,,�" / i, t. �r: 20 1 , 0 YR. BONE �o°c / l % \ - O` / ' I r 1 \ \ / / \ \ � �'1 ' ' r 4�; t. '+ ' !. t `•�. y i..,, `ti\' P ,,ate.- �i. A,a. ! AU 200 t + T i�t • 'a TEST PIT DATA: \ \ / `\ W \. + { e ; }+y t \ \ -- �1 + r 1 , SOVLS SAMPLED Sr DESIGN PROFESSIONALS, INC. AUGUST 1Q 19914 • \ t 4 :i: f 7FST PIT 12 TO 7.5' \\ \ \ \ �// \\ / ~ + t f+++ { .. �f ft1` `t(' '•� v ^ ► kt / 0A\\V - 8" LEAFY DARK BROWN TOPSOIL W/ROOTS \ \ \ \ , t , x. _.,. , 7 , ' f ��. 1 8 - 48" TAN SANDY LOAM \ F \ / \ \ ` `, ' ., / { z f �.4 / 48 - 90" BROWN SILTY SAND W£1LANOS BUFFE7 `�' ` ' ' A / 7FST PIT ,/3 TO 8.5' 0 - 16" TOPSOIL WTH ROOTS 7 / \ + l f6 - 54' rAA1 SANDY LOAM / / / \ \ \ 54 - 102" TAN SIL TY SAND a! / TEST P/T p TO 8- I / ` i TEMPORARY`` I ' + '+ i 7 / 0 _ 8' DARK BROWN TOPS64L W/ ROO7 7 \ TOPSOIL 1 y / \ • / i I , f , \ y •' } r 8 34 " TAN SAND / / 1 STOCKPILE \ ` t i 34 - 54" GRAY S/L TY SAND (COARSE) . / / / � � �\ , � / 2 / � - � _ • 54 - 96' TAN S/L rY SANG \ `� \ \ \ / / ^Q O / \ _ ;a ; ' ` + + + T , 96" CLAY \ + .� r s TEST PIT 0 TO 9' y 0 - 10" LEAFY TOPSOIL Ni/ROOTS I 1 66 \ "� } + •. ` rj� ` - - 10 ` -.c54" TAN SANDY LOAA7 / /IL 54 a4t�j \ / A4 - ld8" TAN SANG (VERY FINE/DRY) / / l j \ 4 108" CLAY / / \ l rJ_ / + \ �w f ,`- ` • �' ItST P/r , i %0..7' q -0 _ JO: • DARA�RQWN 70PSOIL W/ROOTS 10 - 21" COPPER, SAhDr _21 - - 84' rAN. SIL TY SAND / F / •0 84" CLAY / NO1F• NO LEVGF_`FOUt IN -ANY TEST PITS / / ' i. • NO GROUND -*A f R FOUND /N ANY TEST PITS MOrRIWG FOUND AT.CZA•Y /k TEST PlT-.,/•4 ONLY (AT THE CLAY - .8) If TI.1E LOCA770N AND DATA-F t`7E'5T PITS {1 . 5 00 NOT APPEAR` / / \ 's �BECAUSE THEY• HERE N£VFRXC� VAYED. / $ 6 1. \ f \* n \ \ \ \ 000 c + - - _ , • \ \ ` \ \ ` ' TEMPORARY ♦ / TOPSOIL STOCKPILE Ap "{ 0 PEAK000 YR)=1.2 cfs PEAK ELEV.=5798 _iN V. 5 5 (2) BERMS TO CHANNEL FLOW- APPROX. 6' WIDE, 1' HIGH DET. BASIN OUTLET INV. -55.0 _ - PL POOL A/nR 77-4- WFCT nrTFA/ T1tw An1Vl0 VERTICAL: i 1" = 4' HORIZONTAL: 1" = 40' s 7XT0 ;POOc' t r a . c 11016 0 k # 58 54 52 50 48 MR . ,d 42 1, UNLESS OTHERWISE NOTEC, EXISTING UT]Li7y LOCATIONS AS SHOWN, AP,E BASED ON AVAILABLE,„ INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION 4 2. ALL UTILITIES ARE TO BE STAKED IN THE FIE! 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 ENGINEER/SURVEYOR. ,,. ' ��-9 . 0 PEAK 100 YR = 1.09 PEAK ELEV,=56.64 _ 1 0 YR. STORM _ s. n� It 18" F.E. Z, � a (6' WIDE X 1' HIGH) SEE X-SEC770rJ OF CHANNEL DETAIL t r -DETEN77ON aryU .. t. r -- INV,-54.0 POOL NORTH-EAST DETEN770AI POND VERTICAL: 1" = 4' W HORIZONTAL.- 1" = 40' 7x10 Poo( I REVISIONS 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELO. OUTFALL KMI 2 11-17-98 REV. PER TOWN COMMENTS KMI 1 10/29/95 REV. PER TOWN COMMENTS KMI NO. DATE DESCRIPTION 8Y pp. .ql _ K. Y • � ® � � � � / 3� i �*fit :: LEGEND O IRON PIN TO BE SET \\ \ •F J , \ \ _ .324.._ EXISTING CONTOUR ,'�. i� t A a � \ \-{=- PROPOSED CONTOUR � `� OTTOM • Z37"3 PROPOSED SPOT GRADE y� , z —F— PROPOSED FOUNDATION DRAIN —s— PROPOSED SANITARY LATERAL C \ \ —w— PROPOSED WATER SERVICE \ \ - - - PROPOSED SILT FENCE r _18' LOOSE ROCK r 4 EXISTING GRADE END PLAN' t —6' PROC. AGGREGATE BASE CT DDT M03.01 ; SECTIONA--A, 0 4� 01 _Z� H Q NOTE - FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF \> 0.5 TO 03 SEC' AND ADS OF 0.43 nn TO 0.22mm AND SHALL �j MEET AASHTO M298-96. EXISTING GRADE OR OTHER SURFACE MATERIAL _FILTER FABRIC (SEE NOTE) INTERMEDIATE NOTE THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD PIPE SIZE A C D E F' G H WT RIP -RAP IN TANS 15, 10' ?" 1 112' 1' 1' 4 1/2' 1 1/2' 1 3' 6 18, 1 12, 8! 2' 1 11 5' 2' 4' 8 21' 13' 9 2 1/2, 1 1/2, 1' ; 2 1f ' 4 1/2' 12 '24' 17' 10. 21/2' 11/2' 1' 8 1 21/2' 51/2' 15 30` 20' 13' . 3' 2' 2' , 9' 3' 6' 22 36' 22' 1 '' 3.1/2' ' 2' 2' ' 9 1!/2' 3 112' 7' 33 ENERGY DISSIPATER NOT TO SCALE PROP. AN77=TRACKING APRON 6'r2" STONE OVER F/L IFR FABRIC RIPRAP CHANNEL TYPICAL CROSS—SECTION NOT TO SCALE 1. 18' LOOSE ROCK RIPRAP SHALL CONFORM WITH MATERIAL SPECIRCA770N 523 AND SHALL BE GRADED AS FOLLOWS' IV07F, RIPRAP GRADA77ON IS SIMILAR 70 STA7F OF CONN, D.O. T. STANDARD SPECIF/CA 7701N5 FORM 814, SEC770N M.12.02, DA 7ED 1988, FOR "INTERMED/ATE RIPRAP ". ALL RIPRAP SHALL BE ANGULAR (BLASTED) ROCK SIZE X PASSING (BY WEIGHT) APPROX. WT. OF /NDIV, ROCKS 18" /Do 540 LBS. 15" 50-70 310 LBS. fo" 0-50 90 LBS $" 0-40 47LBS 5 " 0-20 12 LBS 3" 0-10 N/A <2" a N/A 4L4 PROPOSED HAY BALES �/ N 2. BEDDING SHALL CONFORM WITH MATERIAL SPECIFICA77ON 521 AND SHALL BE GRADED AS FOLLOWS- �� SiGy iN SEC777ON M.05, 01, DA TED88, FOR PROCESSED AGGREGA7F BASE. STANDARD SPECIf7CA770NS FORM 814 STREE7LIN£ NOT ESTABLISHED. \� ^ SZREE7L/NE, AS DEPIC7ED, IS TAKEN FROM MAP REFERENCE AF1 AND /S ASSUMED. GRAPHIC SCALE 40 0 20 40 80 IN FEET ) 1 inch = 40 ft. { ��1 r '..f� 'rS3. `9} y.fy- r Z_� � .�` ;` X.. .-N F•y. 9 ri ,5 ,c i'� 6 p 1� '-I 'iNr _ i SIEVE SIZE X PASSING (BY WEIGHT) 2 95-100 ,4 50-75 1/4 25-45 •/40 5-20 POO 1, 2-12 ,{200 ` 0-5 i" STONE EX. H YDRAN T \ MIR AFI 70OX ^` OR APPROVED EQUAL / i" P.V.C. ` PERFORATED PIPE O ' -TOLES DOWN 1 36" 4" TOE DRAIN NOT TO SCALE i - SCQ 68 960 2 91 9 55 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET Iasi n EROOM 000k,', 11` (DL PLQ[� ,fir B & M ENTERPRISES fess�onals, inc. DESIGN. KMI DRAWN ZC KMl CHECKED: RJA r���? .r.+`' STRONGROAD '` ;� ►� : , 9 ;<' r yes d I Civil Engineers • Planners •Surveyors ✓06 NO.: 98-1123 CIS DATE: October 7, 1998 65 south sate!hte rand south windsor • zonnecticut 06074 DRAWING NO.: d. 981123— SP. DWG SOUTH WUNDSOR CONIMICTICUT 13 i Y y , .y Y, l 4 i..'4b9'ii- i�.i� --r.'af!'•37r_F:'����.ii�t.� _. 4._,si!$�a1'�O/!f_.. is , '�•4r.ffi�4�'a �Y�'. v of e. 5 a .7! ''LtAy�.f •I s ay n rrY • Y', i , I , � I � - :' , . , , X , - , j ,'4 if -_ - - - - I - - - � t' I 1 . * , I . . I -, , I , �! �11 1. . , �; - I .1 - _it , � ,­.. .11 I [i,':�_,. - I.,.,., - , 1, I i�Pl I -,, ,�r : .; i:- � -4 ", �i�� 11,11 - It", " I'll, Al - 11 N - . .. :, , , L!, . 4. " ­ ­ A, 1, . 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I --IfA1iI�, - _� � - 7x10, \I ,/ I,�1,� 4- �, \ % �PtLl POOLS / IL ?Lyk�"Vn;A,-"�.�!;% 1J\ I iIl \ /k � /- I-NE7ZANDS BUFFER / ,4 , I j)ill i'. f �,)mr- ""I'���­ I / \\ 008 %-X .5 , �T P 6 I .i1 <44:/ 1 ,,�1.4o,'8AA ,14 i t�r a,-f,J 1tie4Jt ,,* �i'. -lI 106 I10:) S .-- TOE DRAW` / ij , kT,,I.. �112 / 1 5 INV.=53.0 V ',4ij't p*\ 4V�V-1, X5 �k- t-, ,�'- \ / 11.i I �, ?kk14' .11f,1i .I2 ��x. *114 PROP. 18" I �s"Y",,�/ / i 14I l r ki#;*5,t} Nt 11 . _* ' l♦ �4 / i-l:, ,,I1k���,t��.i. ­" , / -_ // l f_ 1 / 208 �"pwl..2,c i.II i,.h�i4y, q'- .� �I­ .q .. v.s.. / _\ / /_. --," ­�_ �..­I ..`,pi­�I ,\ k, �Ar,.CpV .411,.'�,..` �1I / \ / I LEGEND , �K1 ,4,il �'/- ,/ - -- / I IRON PIN TO BE SET ,k J h,1. t- __t14 Ii . /- / - 524 - EXISTING CONTOUR " �At�'�11 X"Y f \, // . 5 I / =- PROPOSED CONTOUR 1jF. I 4o'% -- .287.3 PROPOSED SPOT GRA " 1* 4�I%JAc 10I i � :,l, ) " \ -41 I A-1-,�,, Ae;:, / TEMPORAR Y '_1 26/ 20. -F- PROPOSED FOUNDATION DRAI -sM". - ,"Al " A ,,'�,- / ' 4. x 70PSO%\ 1p S- PROPOSED SANITARY LATERAL %/t� , ,. sSTOCKPILE� _-w- PROPOSED WATER SERVICE �lN,� I-%,, ;'C.4,!.P,, 1 N,r , / / OFTBROOK / II \ T P 4 \I / )\ 't,• Vl,1111a%,,,­­ / —_w_\ �- / t I—_ PROPOSED SILT FENCE )19 PROPOSED HAY BALES 1I I %I.\47 ,"0wI. 'i- 0" "S / / 18 I - . 4 % �� Ii / / 121I / " _, N.,-. 1;,1.1 �S __ 10/ \k , 'i ,.�, , � -! !I'.;,i r� .,',I,. 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AuGusr te, 199s % %% / , ,II I - I %,? , v� . i *t I i,1!:i 4,il�)�Y I I '\ TEST PIT TO 7.5' il �_\ %/ , I ,,-, s t, oj � ­/(�", tA.S ,�i`-1!rI % A / 8- AFYDARK , \ . 4_"I � \I / r ;­ , , -- "..".f. ,­ I , li. lZ/ _i1tt'll,Z1;1 I __()I I` \\ I ( 6, / / . I- I/ ff ,. . I I I \ \" f. 1 - 1.1 ?" ­ \ %I .A4, - 1 '4 ' , ,-i--! ..,.: / - % !--oA .. f I .I .., - 1 1 1 I ".��I , .A Yle/ tI I 0 - LEBROW TOPSOk WAOOTF 'il / l N %1;t i, , " 1 v�t . t,1.. ' ..�.- 'I "5 , , ,­4eh it!,; ... . it 1 4 8 - 48' TAN SANDY LoAm \ / I ,v \. k_,� + ,�:__ , ..44 , 'I III / 48 - 90' BROW SILTY SAND l*\ / / %N ,l,"\I 4e c� 4�1* , -1 'I �..' - ,I -- , '1 771 ,�", � 4Ii ,/, I / ll l*� / / KE7ZANDS 8LFFERV" . % V �j1ZI .M! I , 4,t,, 11t1kW. / , � I ) I f, IrST PITdTO 8.5' k \ / F / I . 1 \ ",,, . , ;"11,i% ­ V if .. , I 1� I 0 - 16" TOPSOIL ffTH ROOTS , , ,t,*N" I 'A'16 - 54' TAN Sol LOAM / l / % II I 1.\ , 4%IV"* / \ , i-// .",1� I N \ AV C:;', �Ai( I, 7rsr PIT ,f4 70 8' \ 1 TEMPORARY � 1I I �,,, AtI"1,r.-' . *,a.O"1,�!- I kI I Ib 0 8- DARK BROW TOPSOIL W1 ROOTS / � TOPSOIL I _// \ 1, �_�II 1. I Iq'M ,k AI I ­ 4,eI i' it 8 - 34" TAN SAND / STOCKPILE * / J4 - 54 - GRAY sx ry sAto ecosE) ,, I !*41"1,"4*11 " .I i11 54 96" TAN 9Lry SAND i � / t� /�/ N"- -,_"."l,�,"v %T �/ " I k 96" CLAY / % / % %,\k%N,' ' I 4"'1.,. ,. . % )A- V ,, , TEST P1T hl TO 9' / _ -i / �-1 t \%tINV%vA , 4.,, i-, Ij1­1r+-,k ', �� ", I-_ _-, �.0 - 10' ffjQT�Qll WIROOTS / / - p,•I_1:1 �, ,,ij4N"%, I- -- _-, �1504­--i54IAN SAND (,rRMFINL1DRY) / / T/ \ .sANN -i 'f_�#,- f �#,--� de TAN ` i. lt �, \ \ / ,-, - -,-- ,-4 108" CLAY / // C) / z"%.%%,%,� 1iA ,, -f­I4 A1N �-, SST pyr fi 70_,- / / / / /_/ \ ,%,, Zy;i, d 1, I. 0\ \ - - a to' - DAAw-Bevoropsoa wAooTs / - t t. 4 ,. I1-�q'! ­, .1 __ -AZ - 21 ' 60PPER. 5AAV- ­ - 'r*I .// 1�,- '-,?!�­q4' ZW SitrYSAM9- _ I / / F - I / / eo1!I . , % . f�kf , \ .& PA �V'A y � AT"r1� � C-/ .I\ %\ ( ,� 1I , .I , I- ' j 7�`111"Y_-t�— — _ ,, I - ._ ­.. - - - - - - _7 __ , I / 1 r- i - 1. .' � .t- ,f,;�_11 N07�NO LrOC,M6l IN-AN)eWST MIS - -� - , // / // \i ., '1,,l " ,i;,��11_NO GROUNZ? -WMR FOUND /N ANY LEST PITS / I i_<. \.7..i1,�I ,`i,k � �- - MOTTLING fOW"Z,CYAY,l TEST PIT.44 OiY (AT ZHI i'Y -\89 / / / / , 14 ki� �1 t4�I I \ THE LOCATION ON AND rAR_ '7rSTP1rS P & ,6 DO NOT APREAR\ / / / 68 * r , 7- " BE,cAusE THtY ww AtewR -ffXC_A VA'MV. N 4I . , f ;- , 11 , �I, - ,q1, 0r fA"i.-fI�i !!- - " I %%.-/ �it 4I -,'� , ,'4, ,I. " I- '-'mi - - _---_ , I/ / i _ TEMPORARY II / . - 7nil p4 \ . � 3 ,l_ I C. �.'k - i"P', . - - I I - - I / Ii STOCKPILE -0 "i _ \ / v ,X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 0 V 1z-+ RESURVEY/PROPERTYSURVEY PREPARED FOR: SHEET > N L4 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ,, i cmA INFORMATION. ALL EXISTING UTILITIES SHOULD '�fg ! ` GRAPHIC SCALE mm - @ n"enND ANk f14 � � -- ____ -- __i.k"+-tl FIEVERIFIED - U:l UVVUVU%k9%wU\U U ULV=U LtU_UUNJ �-1- 1;"v BE TO 4 1-0-99 ADD IWA/CC APPROVAL LETTER KMI 40 0 20 40 80 esign I4�lV & M tV1bw1mjy,t­ ,II �*�Allllll.�2. ALL U-TI-LITIES ARE TO BE STAKED IN THE FIELD 3 _12-9-98 . .ADD HOUSE OU- SE LOT- /TOI I,1M11 i. COMMI E­NT­-S/I �oR,- �ExhLI .O-k.-O-A U-T.F1mALL KMII . . .� i irki� 1;vk�lilllll 0'I 0I 0:0t-0 - �4Illl t,;* AV BY A LICENSED LAND SURVEYOR PRIOR TO "4 I - - ��'e, �& ft1, I ,I.rofessonalsInc "I ,ii �x,�:'"2 11-17-98 REV. PER TOWN COMMENTS '' CONSTRUCTION. KMI V�t ,O,, �. i ( IN FFET) , . DESIGNKMI DRAwN-KV1 HECKEP.RJA 4i.%,�STRONG ROAD ,".,�,,&� 3.THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/29/98 REV. PER TOWN COMMENTS KMI *4�.,��",.i�•,� -::'-;1�- I inch =40 ft. -1.1;.��O, ,, ,,ff",,. �'O_� .._,,,,­ . I Civil Engineers Planners •-Surveyors CIS ✓joBNo.: 98112J DATE- October 7, 1998 ,�#,�Ii, IMPRESSION SEAL AND ORIGINAL SIGNATURE ItiI 3 OF THE PROFESSIONAL ENG4N-LR/SURV-YOR. NO. DATE DESCRIPTION 8y - Sc,,'n su!ette -c,, so.),- v-Aso, onnect,iUtu_)/4 vRAMNGNO.: ol 98112J-SP.DWG SOTH NDSOR CONNECTICU 1I , ,4i#_141_al I A_ _,ol7F, I1 � 1,11: -*7j I. "i�1, 4 1 .,_�i 1A-4�i�k, I -1�1.74 - ,. �'t­ ,�m I -i�1�' I ON41. 1 %4 . , . it * 11 0 Ne r l " •- -ti,- . , ;. :•.. W; \�X + �;;�' .:�� (: 5 ., ,, 1 �yd' "I rµ �: t , Y 1, ,, al r •:? { ?' +{. F'' ; r,' s5 it r. . r 9 } n n L " .L I;i'. >F 'r . .r L iP4' I *i , ,cA • � � � r. r ` it A ?,i! i - D W 4 )' { I. ,A.. 3 9 '.1 f k 1 �'� a L� 'A i 2' d i 4 1 I > 'h ) Y .� F yy '. < fa , �q �� r,Cc' ' ; d ,1 ' ib 'i f^ t p" % j, 6'' Y it :t Y-�, a . a� 1, b " k"S A a' ..y y Y i „i d �. •1 k' t '. D. r , i i� P `, x . k .a y r . 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' ; , Y j+' j} y ,l„K" . 2Y * rr 4. , Y= , + ' I 9 ' . . f Ki �w , r 4w'1 q d, ,, x y ''�rpp s ' 'y J I ' f '. 4 ►• �5•- Y I 1 r 1 J` r�F, .; aia '^- -F, ,_ 4' 'F' .i+ a.#' »x p --ra , i . ; I� '''" . .'T -7 +� a r9.f''� 3.. S•Y •,<� p ! , ,fir d' 3: '"' Wit' .,J ,. P , "tiff"'"'7S; -, " -, _ �y K j.' .7 f Y,• . .r`i. ,.' �,Yw yy i _ H 4' -'`t'.w 4. ft' »' :v a } aa Y ._ : h- .. i' .a _`$� e f t _J l .. •. w ...ii'.. ,. -4 �. ., N wi . ' 5y �yt F 7� K Xl `56 '� r if , Y Y {r a N � - - tw r'1�1 µ �', r p4ti w r 4'ij''ift.�? r • J' 'cam''- - y1 i1 t ' ,f- . iy,�`� h 1 s K• , C C ' d w r Y. a :: ' I'.� 3' I, ' �. 1"J! y , . ' Y s' a t sa, • -, < ✓ y t. Y w , , :L a _ - i♦ A. . i jY' r u x. ,�k , jet f. r•, ` { ¢ b F 1; a t` , 1' ,. +, ae. .. J C 3 , - ;�' 4 . +' i F; �I i1: M� -r q .1. .A,', i t e ,% 'i, µ 7 L P� , `,4 K ` Fp > h ,� T • 7 0 4�, I. A ., ..-, 1'i, ,1. i s, 68 h r>> r=h� ,. 66 �7I �, . k > a ..1. r '7, -- ` i e i 1A ' t. .''F L �,.# 2 1 p,': Y c, , r k� r *ter a 1` :VA? , ,r ;, ;; . It T" 'y rn � rt ,_ - ' 6 0 h tll .L. a 4'+r ; w4l ?�.LI, i 11 Y ,.r 1. ' ry <;; 'x� ' ` Y' 58 A, o{ . i ' ,X' r _ I 4�. fir) h ., '>r IN: fi� 56 .. � 14 ,, L D� TUM E'LE�, '�� ':,t ,t . , r, 0 ' 55. 00 �' +1 "t n„"' . Atl,; 1- F f f `A , A ss��,,.� ., , 1� ,•,�9 K t � i� { f, ) F; �l! %1 d ;S, H,L^ .. , J QF it '�X i a v 8 r , yt U) �= 1 a 4 b I •� i'i lfRx'i�r ( .Y ki. i ' j'� .r. r,. » ' a1�'kty .t ;,� ).a a ,, S ! t �, L•R, t �' ip +'"+ c r` 4 a e ,s `� f qo �'F 1 r �{EY`:' (♦4T+,.A .,: , 7 < I ,: " ; - 4 .r, (1 yl .- :, , i s , ` Ilk fir:: - , �. " , ^n aH 't l� K vi f'. F 'tea,( t j'{L, a`r'aT� ` t , rs a t '" - K 1. fi . t'� , 7� . i Nt r i v•<X r- II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 0 m � INFORMATION. ALL EXISTING UTILITIES SHOULD J Lnn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD RY A I ICENSED I AND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. x a a.,�7 -p .I ra 7 �(1 , i , r )) b , Y' Y .t I: ' � ''1 '. 7 F ti. x •b { 9 1. 1`,< ,y rx I i e r Y 1C Y J i 4+ I , 'i . :� ��yyyy �• � 'a a }},L -F,.. i J A 1•. .4 X H E .S.M. . ( M t + r c r J, f 1 .. k. L i A A r e " t 9 �' c 'c i• , 'r 1 sF D `Y4 z ' •}e r Y`+ k r i 7 a z r �� 1 5 +.i 1 f7 A {[ b t > Q' ,, `1' a 1 1 1 7 i P 1" e A A •�. s • h,. 2 r' C l 1 a 1 Z' f M • r ,A ,• z L o , a >a t r v t F: O t � , f ; :K >s <, i+c i4, ' .r.• , , .. 't 1 i t+k,_.. F , . .i + ( �k' a h t ,,. L, r _• T F - '� rF. . 66.22 k > "�' 1 i >a � � r x. '. . "`i 'a... M' ♦ll j S �' w « r ♦ $ 1N - 4 r V. 52. 8 ''s` , , 1 J �1 a ✓6, O Jq ��y 'e ill' �• . � a .} 11 r Y k• F' A .'G'.. I fi 4$ t Y'' t' a. is Y a i m' .F� i f'� • a. .Y d N R' (�' y fY' •I G r L' P r. - - 1 k yr. ,'` P H iX S ,' d q ti» f ,`L F \ ,. /// \ $ V L r r ;c a. - .f"i kR t P F- to w`. Y -.'i� . r.. T. 66.4 � 1 t •� 'y a'1 . t A�' "' •. L Y r T. - e n N - `{' J / V �} r' ,'.. k ''- "I • t 1. f I �i r�r �v' a ,1.r*+ •'� Q t r . I V f. ' "t� t, a 1 r' A , V � \r P P 1 RO CL-CB 1 �> 1 r J .. r Y 1. .1 - , H O 1 r, a c. b .! / t., t W =i r4 y o TO 6 DRYWELL 6 D ELL ... s i ,eta, .- ,_ " ,..... - 4' V c. +.:.. STRFETLINE NOT ESTABLISHED ' "A \ T.F.=63.5 /\ �1 T.F.=61. _ ,b l" ;> i I - 5 .,�41. STREETLINE AS DEPICTED, IS TAKEN - I I , , - - . r NV.=55. ; �. INV. 55.5 a- r .I,: r Y,.1,.f•:. FR MM PRFRN 1 AN l / k S,, tr O A EEECE D S \ a., . . .i • i M ,< 0 ASSU EO _ ti / e fi r r.. / e x 1 0 r f r ® ti s /`/ / P H S. M. .2 SOUIN WINOSCN? LAND T,F,=69.2 CONSERVA 77OAt 7RUST /NC. INV. 53.95 �' �`�� O / 750 / \ \ / k R=30' \ / r --f £X. TN1Y 1 'M B APYE T 61E' / O IPEMOI£D / \ I 4 : o= \. IX �e• Mwc£ N/� CHARETTE, \ z , ^ " \ - a l \ �� i '00 ' _It�p�' \, KENN ✓. / 11 �/ Abu' -�L \ / �/ / lz0 0�P LAUR/E A. ® 5\ 2 E� 3 o 1\ . \ J PNP. C-CB#1 T.F.=68.40 INV.-'615.0 i I N W7NTON, FLORENCE 1\ �_ \•A\� 6,I - ,�® 9,n \�\ PROP. C-CB#2 T.F. = 6 7.48 INV.=62.5 PROP. C-CB#3 T.F.=67.56 iN V, =6 1 .25 / , c. � v � / / �' "\ P. 5. M. H. / / 4. / / ,- INV, = 56. 34 \ 7 ��. „ \ / n Z \ 1 �� p �, P. S.M. H. 3\ C41 T,F.=68.26 �. INV =54.83 \ '`' s \\ S, �7,,FF �� L_� 4- m 01 X- T,F.=67,95 , V. =55.11 �n_ �`` 75'_88- ` -15" ADS N -1 -- \ � , ' , ��� \ O�I \ \, ' P. S. M. H. T,F,=67. _ ~� '��'i I,A � .. , , �. �,r ° _ Z 65 N$ SA PROP. CL-CB#7 - � T,F.=63.5 fi ti INV.=58.8 PROP. C-CB#5 Is ��� W/SED. STRUCTUR T.F.=65.70 � INV (15")=59 45 \, G� a, L \''A PROP. C-CB 4 \ T.F.=66.70 \INV. (15")=60.1 iNV.(6")=60.90 /Y F �- \ SANITARY 0 O P -" PROP. C-CB#6 � ®O' W/SED. STRUCTURE N , T.F.=63.60 INV.(6")=59. 3 \ 20 /X >, \ O �� \�� 2 \� it,, �� �` G 0 J 59 .10� p P RCEL A 64.5 t� 69 4 \ 11 220 S.F. \ ??- 0 � 2'�3 AC. \ cC1 \ \ t- i 1 - F 7 k � 7 �5� tia } Y / i' 1 t S r r �( s R k r e� } ��F d f x� 'i . - K l } Y `t "Y 1 L [ J { 1 t it ^1 3 ii., i>• y ti ,d- J x' 4 R t < x 1' f• y �. ,_ 4r ,r. 1 .: A v •A fD L �~ f r� v f:, l r. .. �t .1 'L, a..- 7, }'" ,e sr X, r ,,�,d :i. L t d 5h" i Y r� t •n ,L. y a: +: �•; f Y t 6 •• i , nj1� r �r kY i J, 3 t i' , 1 t a , 3 t �. �. l a 1" I Y '•Y ,. u 4 , "`tL se. (� �. +� 1 T.' A A6 •a 'It i'rI' S t tF 9f f j. } 3 k h } i t T ,. ,. Lr' till � • 71C'�t 77 � : I+' :7• k a � i a s. I I I .a r %'L r i• 4 �i y' 1J e'- I' 1 { $. N L � o r r t rir'r A% r R r . ,� 3 Y *1 �� f r r •'r d '• t 3 i °,i S 4 R � f+ i p S1' L t .is r ^,. , 1 n 1 , aer� - " c' t a �f fir, _D, •�' t� -t iL�� j. } a� .: LL T' i i ,1{r, 3 4 y.' "Y ,l L 41• r a A k N - 1. ' -, `-P <' d'• '� 't., �a.,:. r� T 1 4 < St ?. ) ,. x ' Lr A .t r rL , �4 ,� ;: 3, r I� sir I t !.I �A..t pt :?� b .1�,,,4 ..; •'4 r _ � "� i- r •: {i 1 '�>> f(F M Y , ,,., t'. M a ,'t a ~' , uv e .. .. � 4 1 'S p I_ „( x, * Z 1 r , - 1 ` r a e` , r d rtf;` . L', ;.DTI g', 't, 3 ` 4 t, A L. r , ��I r `- ' , - y y �s- I • .S �, . '�'"'�' . < r5 - , ,'ei. i I}�A F r + u :" {i�,'r J N h a �a-X5 r"< 4 a •:.�. `` .a' 16 7Jr +i {. ' t'1ea��,,��q�, �f' LEGEND O IRON PIN TO BE SET _ 52Q _ EXISTING CONTOUR -� PROPOSED CONTOUR .287.3 PROPOSED SPOT GRADE a v: J. Y' r F,f P 1 I . ! It a. 1, v1 }n - y h 1 I Iq d C ~ i, �f,F I,,.,t .,' tip ' •' y r t '' y ,�' w . ,•L•.. 4, .r aT�•lt � `5 " NOTE:• STRONG ROAD, BETWEEN J% (�°"'' V -- - -" - ---- _ - --_-- GORSKI DRIVE AND PROPOSED WYNDWOOD DRIVE, SHALL BE 74 , � � "? N � N --� N RECONSTRUCTED ONCE U71L/77ES 2 ^ I i "i ARE /NSTALL£D. II - - II N -- - - II - -- . 72 O* -- - � - Q) ----- w � Z -- -- --- --- J -- _ --- --- PROPOSED GRADE _? , ' • 5% 1' OX o � o -) �" O EXISTING GRADE 1.2Z - - _ _ _ M _I.o,-- - - - _ _ sQ <o _ ---- -� _ _ - _ _ � -� P. S. M.H.2 1.O1 - - - - STA. 5+,39.24 TRONG RD P C.8.#2 P.C.B.#3 - _ _ - _ - - _ - - - - STA. Of 00 ( DWOOD DR.) T.F. =67.48 STA. 2+85 - - - _ _ _ _ _ - -- _ _ '��� T,F,=69.20 _ INV.(15')=62.5 T.F.=67.56 P.C. .,,r4 --�---____ -_ _-- ______-_ -_-_ _».,._ INV,=53,82 172• IS" STA. 1+93.2 = STA. 3+80 1.OT' 1.0% __ _ __ ___ _ ADS N- T.F. 66.70 P.C.B.# _ INV. 15 =60.15 U - OS N-12 INV. 6'"=60.90 STA. 4+ T.F.=65. 1 0 P.C.B. 7 STA. 5+91 P.C.B. W SED.STRUCTURE _-__-.-_,_ ® 1. INV. 15" 59.45 YARD DRAIN P.SM.H.7 STA. 6+81 95-15- /NV.(6) 60.20 5 P.C.B. 1 ADS N-12 /NV 15 58.8 TF.=64.84 /NV. 1536 59.08 T.F.=68.40 92' 15" 4OS N-12 0 INV = INV,(6 )=59.83 /NV. 15" =65. 0 0. 76 . STA. 0+23 130 -15" ADS N-12 9 0. 59. 56'^•15" ADS N 12 0 0.5% P.SM.H.B STA. 7467 P.S. .H5 P.S.M.H.6 _ T.F=64.94 STA 3+70 STA. 4+37 INV,=56.98 P.SM.H.3 P.SM.H4 T,F. 6719 T.F.=66.53 ___ P.SM.H.1 STA. 2+23 STA. 2,1-95 /NV. 55.41 INV, =55.67 A• + T.F,-68.26 T.F.=67.95 160^'8" PV'C 0 ) I (STRONG ROAD) _ INV,=54.83 INV.=55.11 168'^'8"' PVC 0 0.4% .4U 7117 _0" PVC 0 I 65'^'8" VC INV.=5 70'< " PVC 0 0.4% -- --- -- - --- 218,_8" P. V. C. SAN/TARr 0 0.4 : EXIS77NG SMH STA. 3+20.33 PSMH-EX. SMH (STRONG ROAD) 24'-8" P. V.C. - INV, (IN)=52.94 _ INV,=5248 /NV. OUT =5284 - _ _- - DATUM ELEV 50.00 I- `- L0 <- O I\ CV M U) CV - U) 1- I\ r7 CV 0) c0 U) (V M CV M to ('; (6 (.6 � 00 OJ 6 00 n n 00 00 00 1\ 6 (6 U) U) U) In L6 U) 16 - (O (D (0 (.0 (O (0 (O w (0 (D LD (O ,'0 (D (0 (O (D R, h. •' z I nn A l nn I nn 0+00 1+00 2+00 3+00 4+00 5+00 v 6+00 7+00+�� 8+ vv 3" )y �r . a. •> NO TE: - 1. ALL UNI TS SHALL HA VE BACK WA TER VAL VES A - PROFILE -STRONG ROAD PROFILE -BAILEY CIRCLE K 'r � x .`3<,a ,, ,-" .; INSTALLED IN FOUNDA TION DRAIN OUTLET PIPES, i', I, , �G4II. ?' a �' e --<�•. �`��,r; SCAU r = 4W . AND ARE TO B - PLACED IN ACCORDANCE WI TH Jt y �v k ll � s# 4' = 4 �YC�`ll'. s 4, Q mv. THE BUILDING CODE. 'a_• �;,.. "�^ +>F•t:: ,rY ,.r}tt_- ,,>Y L . 3; s�;�d dI '�-n REVISIONS 860 291 8�55 esign 3 12-9-98 ADD HOUSE LOTITOWN COMMENTS/RELO. OUTFACE KMI r o f a c c i n n n 1 a i n ^- 2 11-17-98 REV. PER TOWN COMMENTS KMI ■ V ■ \/ V ♦111 ■ ♦/ ■ ■ %N0 ■ V' ■ ■ ■ V ■ 1 10/29/98 REV. PER TOWN COMMENTS KM! I Civil Engineers b Planners b Surveyors • CIS NO. DATE DESCRIPTION B1 165 south satellite road - south Windsor - connecticut 06074 y .: , . „ . '"v .. x.;:. '1f . .,-.. �q 1. JL .. ro 1 q."dam �:. a ,'%�f�"•`-`- `. .o-.,.. _.,, •. is - � m MAGI - ��.s .: 11 _ . * -" _ :� .. 3 r, !I� = :g 4 i ' 1: r 5' P�IQI/G°��OG��C DESIGN: KMl DRA WN• KMl CHECKED: RJA ✓OB NO.: 98-1123 DATE•• October 7, 1998 DRAWING NO.: d,' � 981123-SP, DWG RESURVEY/PROPERTY SURVEY PREPARED FOR: B & M ENTERPRISES' k1 �.ti � i i it m. F SO�JT HI �%RNDOOR CONNIECTRCU I� SHEET 10, ■ I, rp. a i- is ` t +.. Z• ,I- ,.'.� � .e "f' wi' F` - S �st rr ' 'r' A a ht. �4 r r - laLp s G ' . t � •�k'' .'Y. z. f 7R•' ' �t,i P• mot' .y ! , '. . i ,,� I S '#.11 ... I I.I .W.­,� j�_.x1!",�"y.l,-.I I,c - l:: � � .,_I-� I ' , ! �t M1 - t' b . ' ?Yd „ t4 < r . ... R,�I, -i.4.,.,�-:�� _-9-_Ir,_ .., .�r` t u ;� 4 :,M • * v 4.1 .,, ' ,,r tit .r 4 ,� z k Y . } Ax w t: t't b.'t:� , ak wy Y s # ,r ,r to c,'t:`'� r : , + Si�j n4 ' < ' i't .! [, r .. }" •i.. ; : �+b 1 K � `S '' "'4:0 . , � 'r, � � ,'i' ` r i .•.. A b } < -r, e 1C.� • g r ' I Y f '. - q:. 4 .. - ik. il.. �­c ,_l - 1.�-1 t' b !� E W' t, c $ c' �, fir.•.; ,-•) - - r, .: a 1, r k' ,41Y0 ,Y �yy h 4"yy } ,:, ■ 1 t i i,-.VIr` I" n µ { r ?.! y ar a x`�1 �Y�:t' r, y+ r' ^ ' J p., 11 t t,, �.v ,J - r ' r4 * ty s` /,�,Ya ,K,ffr s, 1 t',* '.{mod=RJr.`AfY. t a,'. +y p7�a l :p fa. ,f�'.i' t;-� �.; ...- r tom. 1 1 '\'t- ,1.;, �.. i. r " et1. _ . ?� Y r <.':, . }• Y a ar; to ,1 i� $ {. ' "3 ' a` l' y, i , ft ti a � i , ^ i�k �. 7�� 4:ti ,v, �• • L A �nY , tr i ", y, t ,{}, +. 4 a . .n '� Fay .. , r.. - t s :C% "c `L#Y Fi {•" l `K, ,y am 1. _ _ r- . ` ' , ;r"l r• I . '. � .I bra :e; " , . I r ' . ,,te}p.a, .({� 4. m. I . t:. / ; t _ t ti , ,sA.. *., iv v � ,1 !4. 4 i,,* <i eg'� tK r t " �'-' .: !/ . / .� �1 8 >N' :: `'� ,�_ �. �Jt 9 I e A ; y] 441 ,qy4�y� ti / ;a �- i [ \. y. , $f� Z jA• ' n 1CS r ` 1• � "N h' TO1' Y L .r k%i r k V. 58?-7 c , 11�' + `O t' {, o 1 , • 4 r ,y T \ Y 1 Y. \ f �L u6 t ' 1ti.l -r..l �' h'^bF z ,y,- i ..: - QI' lSG ik,_ vl -c\ I f •-•� } y M(yy< '/: :t ` �a 71+. J i g�,- V� / 5 �I �\ _iek r vs 55S�t _ C / ..s �.s .• Y1.11 :r 1 - 1p� >t' o ' a ' f. _ tom' s' �r 'E ` !- `~ ti• _ t .' Y �•A •[ a a: M �4 8• � k ram:, / 5 _ - - t •,1 - ' '. ;,, ,' . i �� �- .4. uY x ,.b .,,, fi.. F V 1 INV.=58 R ` \ ,.k e.,F �/ 10 Z I. �- `F0� tiDRA1N �" LEVEL SPREADER r� _!c / � p - _ k �.' , �� ' m V. =5Z.00 5 z� PROP. C-CB \ / / \\ - . \ \/ � .F.=63.70 t f cp I 1� - p TOE DRAIN / 11 �y/ INV.=53.0 Xf `ram tg 9 1 Z` G !� \ u, { df \\ % / s� ® � NW P. S. M. H. 11 `� fa o s DETENTION N '> - 14 T.F. = 64. 07 S% O POND , '! ,l _�� INV.=57.85 's INV 58.0 r, N 2 �- / ' L / ,\ \ , . �p . T . .(=6_3.44 I qI5" ', A 11 i. c 160'-8., SANITARY P.SMH.10 111 2 0 .,t 1 PO °I^ 87. 0 1 TF.=63.73 � IN - -` I t ` I// �; o`? PROP. C-CB##6 INV=58.25 Z sbs // c, , / / P.S.MH.8 / 1 ^, , �1" @ W/SED. STRUCTURE 0 T.F.=64.94 397,,084 S.F. \\ ��Sk f 1' 1 r \ INV.=56.98 X6 .5 /12 ' / T.F.=63.60 11 9. 11 AC, r24ti , ;1 � ` INV.(15")=59.08 'or. P� C 'S" °° .v_ P % / � ' y j "I INV. 6' =59 83 ti R y '? 1 / % : 1 f p \ ( �) 9l P.S.M.H9 �p \ P� �� E TR. so 16 , ;, T.F.=63.67 p. -%N =63. , ; , FROG �B#.5 DS N-1,2 ®0.5% 1 1, s9INV.=57.47 Q r p `' '. ®- NV.=59. 591 - 8" .E. / 1, /; /// l / / ! 130',..15" A \ 9p� �y /�2 `�J O -5 .5 / , /: , tJ 13 / / PROP. CL-CB¢#7 20 % P05 \ --`� 86 ,`O� 9� / ,/ , II ` f, , / n T.F.=63.5 O b 2 J �59• J ,5 I / , , ,," ` / ti INV.=58.8 \ LL o 1 N N P.M. / /,. 0' , t 0 . at U. 6' T.F. = 61. 0 X .5 / ,,I,/ { 'O INV.(6' -58.55 -,I, _ �, ' / _ <� _ , , \ 1 r/ . \ moo- F' \ % CL- B# 8 9° 1 5 , / /� r \ 5 \ '/ o `� x S �G NV.=60.25 `NA * O `�J�\ / ,/ // VS <, �� i� X65.0 / r j E 69. \ , N 65. ' t 1 I ,- q� r 0 , �• / t I s1, \(0 X \ / f , / / <, / 11 /" f -, / lzs , J \ . - - ` - N, . \` 011 , , ' / ,, / , l \ ` '' / r G o- r /.4 ', ., J P r' /~ f f / PARCEL A \ "� PROP. 18" F.E. - ,, 119,220 S.F. -7 INV.=57.5 \ /' y 2.73 AC. \ � t , , a/' / / - INV.= / l % . /O --------- ---- \ (.� \ - - - / / +r�r' , • / ��/, 5 _ �,, -Y- / \ d X 7.0 .! -A I � ' � , � o, % NE ��F ` / \ \ - - X ODE TENTION 0 / _ f _ ~ . - POND I� D J 'l . k I ' I 0l' 11 n Ilo, Ilo, p0 II Z ;�,- _FXS17 Ivr r.gADF J (f)Z ti ,.; _' ,�Z c kn ti PROPOSED GRADE - - 1. 09. 1.0% 1. - - 1.a� ---- - --- 1. 0 -- -- -- _ - . I P H.1 - _ . P. 11 P. S.M.H. 9 STA. 8+95.17 __ STA.10+35. T, f: -_ 00 63.73 STA. I I +53.31 T F. = 64.07 _ IT.F. = 63. 67 /NV. = 57.47 I INV. 58.25 I INV. = 57 85 _ 1.34' - ,s" ,t/,< ., „_� IV-i2 y 05 A 146'-15" A ,� ®n- /°-" - -.- P.C.B.A110 STA. 11+85 I P.S.M.HS STA. 7+67 - T.F.=63.70 INV.(15 )=60.25 TF•=64.94 INV.=56.98 ',.,8' PVC 0 0.69 - - 146 --_ PVC Z 6 0 - _ 124 -8" PVC 0 0.4% P. C.B. -- - P. C.B. ¢r9 STA. 10+35 ___ - - STA. 9+ 10 T.F.=63.44 - T.F. = 63 30 /NV. 15" =59.5 - - - - - - - _- ---- --- INV. 15 =60.25 ______ ------ to (O G{ jk! .YEM? a "F kr "a, ; to 4. ��f[ ... CO .4. `i7ij.ws '-4 a, r s1�g+1+�: L` C t,o t1) # y S� ! r±; (D ".; In (O .. r s T' i ' . a "' " a w d to d (D (D Ui CO � 70 (O 00 68 Q V) Q 66 Q 0 O 64 P. S. M. H, 8 m STA.7+67 T.F.=64.94 �:: /NV.=56.98 62 In 0 W o I ( 60 �y `� 58 m 56 Q I- V) 0 54 O L� O cr) J L. 0 Z LEI HP=64.5 1?4 -15- OS N- 18" F.E. . TO NW DET. POND INV.=57.5 P. C.B. 9 P.M.H. TF.=63.30 IN (15')=59.5 T.F.=60.60 INV. = 57.8 Cfl P.M.H. TO W -15" AO F.E. N-12 0 1. 8Z O 8+00 9+00 10+00 11 +00 12+00 .. -_ y 4 *. ,.�y.!i/a.`. r < rs.♦ i'�'F .':C ,, 4,'y�' "�{ Ys i> ;.! ?�iR 1�y - a ,:••• �.-� :# *. ,; V- ,,1,. jI�., 4,11- A 4.,*,.�-. . .*'- ­4ir'. ;,44--.t..�"�.-� .,U-1I I� . ,;I W�` 7,. n,�+ �` '` r rf ,k f"1'fVrILG - =AILCT V%II'f%+LC - .f)i #��:A,,-,i4­-.., .�.�...'�.;, .�i.- 't '��, #� .",.1:'9�6,. N:t, Ct l..'i�+-: y`.t ,�{ 1 .'•i �•, i +1 i•;. a +iy oliLSo/fULSIG U w`ST�p/t�l7�VJgV�1Y{C.,. r t., '? �• I •` ,70- S.4T,T.`y 5 8 ,' � � Y, .. >.t �� "t� (.<. 1T, 8 4}t C%�.It,t U. ^d �cc x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS = r- N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE _t'.. '1. b Ja I :g,> O co Z. INFORMATION. ALL EXISTING UTILITIES SHOULD _ _ _ _ - :, J (iP BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ".. ', f a, - ',rt 4 . . 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 t2-9-98 ADD HOUSE LOT/TOWN COMMENTS/REED. OUTFACE KMi 4. "ice.- + -11 .• , BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 11-17-98 REV. PER TOWN COMMENTS KMI � ! r �rr��yyk,'�"rr ¢� Ut#,. " ' �+ j � a C� Y � 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1. t t0/29/98 REV. PER TOWN COMMENTS KMI 3 s %f t IMPRESSION SEAL AND ORIGINAL SIGNATUREk+1 :,wi.:.. �'!{ ,A r h d ,,n ,- .,% • ,i, 1 .•]/127't.L I, :..." . Y* , .. '.. ' ' , > r I.;. • r:; OF THE PROFESSIONAL ENGfNEER/SURVEYOR. NO. I DATE I DESCRIPTION BY - . , , _ . .. , - f 4 k 4 - ' v.rt' i 1 ` , t +L'W p,,, bll a \Sr'T m U PROFILE - C139 �pTO®� INIIWp� DET. POND �6As /W�l�'MUt"ITIOp[,y IM ?, = 4, V L;It9 0 . 70 68 66 64 62 60 58 56 54 r In DL . � � I I-. . ."1. .I ..II .,11,I I,..I - . � ..1 .. . I.;I� .: ..-:.. 11. .. . I . -. .��I� . *1-I. I I ..".,.� ..I.. - I. I, .- I 1T -II1I �I -I .�. I . .... 1.. -I . :�I I .�� 1. . ,.�.. 1. , .... .... I" 11,�� -.. .I . .'I .I I...1. ..��. .I .I. . -�..I,I I I I.,II�,1���.I.I�I �T;�1�I�.3II�'.;: ,1.. ;�_'-,I�.I VI;_� , '. -'-_I.� 1_.i,..l.,.. N � .-,.,�lIl1.E_-­ ..i.". ,���.:. .V.4 ,�,I.., f.. .I1,.., I .I , .. ��� :i,�.,1-.`1 .�� .,I .I 0 � I"'.�t1j.;I . '. . .�: 1. , ''.I,�. I ".JI . 4i-iiIii IiI!�1�!�I..I,tIiI;,!..�;.I:,I: 1I_�.:"..-. ,I:1..1. ,�."V ... � . � !­,.", ;;'� , I,' . ..:��1,`:,1 .�1­ -.. .1, ?r �]ti C" t �r11 e.jj 11'�,� 1 < r s+Y,fl j. �, '} ilk 1 ' Ki. r ,t'f:;. j} . $: 1 T' Ni i `� , , ;99 C V .µ 3 , •.b "-1*..`- ? ,, .�4 t". r Y -y' ., r a w 5{., t - , !;g`fi , S�"�� .ie 11 .� {' t'� 1 Aer. yy a. , V � .,*p yl ,. r a. t 1 (�1 - -,, ti\Y '1 - I,. .I", u I. . ,� . . Tb, s ' . q. 'f i I "' �yy, } p t^r w r. fi, tl ?!n,,� f r e .-,: s 7s ." y , Y,# ,. r , .,- f i`� }r ; `/• 1� t ' ,,- f , :u;�, 4 i - 't K1 , v 1 ;4Q 4 j s• '. Y Y' r •..- r` 52 4 1J .+ . r-4'14 T `, � ri"��, *� i 4>f f r.M 1 Ati� ,£ ,1 . . ;'it y.,. �� , . ,$k 4"'r, ` °} - '` b . .11 y -1• w , e r • 10,, a 'k _ {s d a( r = .• ,k,y -� " N 4t. .?' : PPS # r v " ,, , d, r r, i a..i" f > a w' C '' �'- t LEGEND - - O IRON PIN TO BE SET •• • ` _ �ZQ _ EXISTING CONTOUR ,,'-*. . :, :".,_I .,�I �,I�,I,"',.�.i'I,.k,,.. .,..I;1 . ,I 3I ,,kI c1I4;�..,­. --� I .� .'11-tI . ..-4�. -.­ 1�I1., . 119,I I. I I4 .7I I , ��..��. -I. '.. ..'� ...:� , � ",.e', ­��, . I ,,...1I I � ,I.,,,IlI.., '....,.$.I..'.,�;.. . ' .I � .� . I . 1 II I.I, . . I)e. .� R�, �­.1II I..I, . '%t. _ ,, . .-.1. ., �..,. II - ,-�I . �...I I1., I 1Im"I 1.II,."1 � II .I. I I % ,"�.�...­ '-7' , -020a PROPOSED CONTOUR zazs PROPOSED SPOT GRADE o _ i ; t s, +t y . ti1, . t ,} ,, * f > I , S, j� ,.' . <.. Cµ. P • c i. , Y,': fr e4. iQ '{ i 4; `• s a y b +. ", .; f J �t\`jtl 1 , i ..,s a+� ,. x: r i . �,; *'3' *. I. ►c1," 1�. Y;'. .r,t,. . -f l . . .:i 4,;, r.. + .. �' h r ya;,.1 : fir., .',�_ r •. ;tw. ,;, -!! �� a t C>' .� ,,r. b \ j� tf♦._sa �rl % {¢ _____ ------_ _______ - - _____1 ____ . P. C. B. #5 WISED STRUCTUR T.F.=65.70 P.C. •,y7 INV. 15 =59.45 INV. 6" =60.20 /NV. 588 18" F.E. nlcr`ue.11 NE Vi, P SN-12 90.50 2 6'-15" ADS N-12 ® 5or 4. ': T it' It I, ,, , lt.�, M1 kb 9 �A.'F . ;�a f �_.;f- rN - VD R` r s k . I =,, , <' .y . v , c . r ,. c. r s - PROFM..E - SC ®�B�n �S TOE NE DET. POND t �` *'C % f, I _1W s� l� , ' Ol,q.Hi�O{irtG , a, 40 S[`l.F''Y „-,�' 1 Ny' f,� i 1 �i Q='.. - i •Y` Y V1 4" «i 1T - �i' � : i 4 a V t �� "r , k 4 - " I.. i 860.291 • 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET ■ ran n �n it k�rsm t + � a -, esign L�w��, ��� �� . lj cSz �1 �1V1;�"1��'L�LS' S' ., • e I I &rofesslonals.,inc. : K , RA N: KM/ H K : R A r'd.' �a ° X DESIGN M D W C EC ED ✓ II ?. ���®A� IUj J� ®��t ,.■ S Civil En ineers • Planners • Surve ors a CIS ✓og No:: 98-1123 DATE.' October 7, 1998gy 13 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: d. 981123-SP.DWG SOUTH WaNDSO18 Q;ONN EC'II'KlLTII` m :. I r ':ram �+'r+ ,�.� 1t. ... :.7 p+�eK ,*„r .n � r'- I' � t��•y`',; i .. .. „,. h . Sir -, .. : ♦ .ti- h i a r w. y > '1 Jt . t:,' T. �.. If .i. SR• : A C1+ � ,k .F •�_ a•' r- < I t o-. ! d l J� - ra 1' w b ' _ i • I t r. ! t ,• I .h n, ♦ - M r _ I � ly V `4 d'+.w t � � •s ,.w , t i , ir • y, 71f ' a art• .. i 9 ! ,' . - I CY rP r , 3 Y; 3 I . I ' 2 " jz - a ♦ t� i a :Y . tt' >F a• e' t 4 r as of I x _ .�• Tj + 1 r iI z- �• u E.- Y JT EARTH E OR •t r.* y T•, i '?µ > "-.: ,E 1 > •h:,-" ,:s - STONE ANCHOR -BIT. CURB .,, , Yr.: , r� Storm Sewer Structure J•. ;.xY ::+C PILE ♦ s�py1p CB ORATE r , 3/e• • I' \ *, ; . "� , y (�� � . � �.. 5. :> / � � FILTER FABRIC / �~ � \�- 4' TOPSOIL. & SEED 4' TOPSOIL S SEED J � I `@nr •i_ '' 'r •� t{}. ---- ( i _ FILTER SUBGRADE ':.� Flow _� \ - ���/// f GRASS STRIP RESERVED FOR "` ; A � _-_- Flow suBGRAOE I HYDRANTS, POLES, ETG it'r, ). FINISH BIT C❑NC = g FABRIC 6' PROCESSED TRAPROCK BASE (COMPACTED) w�v F.r _ w -- � � I .. R 'X. a T. N MEET GRADATION Mo5.01-1 t y+' '• BIT. C❑NC BI DER - _ - i� TOP I , ,, 3`i .�•.,, �.,,..f . , '�'` :tr ROAD BASE - , e.,,•h„ WI}h taM ?"„?"„g' _ t t r t-I✓z• BITUMINOUS clY,cttfTE CLASS 2 �> �: �■�" ' � 4' ' Stakes in eachvbale. n I SURFACE COURSE(COMPACTED) OVERl 'K NOTE: REMOVE CB // / J - / ' BITUMINOUS CONCRETE SS (I 6' MIN. BANK RUN GRAVEL UBBASE I i 2 BI UM I•A CLASS 1 ! k / •tbr''1 RA PLACE FILTER FABRIC GRATE L CE LTE B C � ..'�,. `� _ :._ TYPE K BIT, CURB E E z U 1 ff �l P N CC ACT > / PREPARED C T BINDER COURSE Lti ED r 1 R AR RAD C }IPA E> _ OVER E ED SUBG E 0 C D I i.y r• � I .r `;.• - REPLACE GRATE TAKING CARE t I Y MEET GRADATION a" M2.06 GRADING •i.; ., ti, NM _. T` t `•+ S• r+ryy � - ' t■�,�*dtq: NOTESI"' .3 NOT NOT TO DAMAGE FILTER FABRIC ANCHOR INSTONE OR EARTH PILE. 1 � 1 Z r�`)`�`�`• •!;M i�' a , * �+ '`''�'Y�" . T CK COAT TO BE APPLIED / i r !e4• • ° „' a ,'. •i 1 r.. k , �._ : A PRIOR TO CURB PLACEMENT AS �'... � w �ei '''•' e } '"� �caM.�iti. ��-1 REQUIRED BY TOWN, � "'�' '_ Haybale Installation at Catch Basins 'ti3 = k,,c •� • �: ".. ty, ri r1 v`�-.c. COATING TO BE APPLIED PER , a. ,Jl.,.p �+ ri►;;' f'I;;,'. g xC": �; 'y M 04,01.1d4. FORM 814 A CATCH BASIN GRATE .: SEDIMENTATION CONTROL a .rye �� � T r+`y'T � r�..': > - t�..:,1%,'?.,� �: •, 4 "Y,t�'� is ,$ "!'r - . " �..�, �t •, :.�. �y �:y r,.h � r�.lti rr 1 �¢ .. TYPICAL ROADWAY SECTION %._ .I..' - `� wr ,?sy ' BITUMINOUS CONCRETE NOT TO SCALE. st1��1' . �'� {" , , yr rM N r UP CURB SECTION r:A. "-rlr:'i' :•�,,,b ,T-t IR,... x'k.! y 1 „FyrM R'�,• r d ,i-' •, �•A,' � �ti• I l =• ,� -^NOT TO SCALE • :ALL MATERIALS ARE TO MEET CONK. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED ?S•� , ' �' '�.'', , 1'.a ' _ ,-, S ' 'Y �' y�j11�1P', ;\y: ' ri- a-,v, , ia'y�`�•' ''h„ :� , - ry. � � w - a�' r ' > • >S.°n i ' ' + I. - -1•i„ .9di'''i.'�.. 1-''�i ..�.�-JtY;- .�_. .,4 _aG"- ..,: 3! _I •',i, _t - ti•tazn 'Pr'----1• Y; ,tea � •. r.r - , 33 `S J A S ♦ �[ 1 P _ i MY tti L ,t V 9 - `•r , y f K f C I - I h N• t•T I . Y ' •-1r Y • � ''_a.";�3' `ta,, y �'.�: r - ter• r• 'tom �' I yh f 'w; ,i i t Y, ... ,. .t'.i Fu� �' J}[f '�1 ^"Gt �'': "_,4f,�• t�la1 M`lttT'',., 4�j"} wit' i _ - /10 13/16`^, � a ,yip•. Fy - iac,y:.' `'�: F,.,w, r ,. •� .y .'mJ• I - •!. $ 5 4�4,At''L •t �::'+ �;'`.T s,"t• �' '--T i.� ' >' „ � . � if FINISHED GRADE 5" iV / 4 13 16" �3'-1 3/4 "-- 4 13 16" �•. •tr '#' , ,+. i' +. v+; to a+" y Tar. 3" MIN . TYh `•i , ri f• t+f' i:.0 :4 .tY•' ',- ':`�i.y,1''.l�n.'a slrtk 4''T•kc"1 ♦yrk ,! `t;,��:,' r - ,. - _� _ - - I 111 _ - Rt #' • •.>#+ -'.LKaitl ` kr r r 4af . I r. ST N ARD PRE CAST---_ T ---BRICK K LEVELERS S I CONCRETE UNIT 1 I m LAWN ySTREETS ' 3':`' '' y STREETS LAWN 3C uilr:r ,+„1 . 1 / / V-8 3/4" _ 0 12 -8 3/8" 2 I z `a I CROSS-COUNTRY PAVED AREAS ` .� Z o 12 I --J 2" N "°_' ', 1I_ u ,,�< PAVED AREAS CROSS-COUNTRY aljp,' •+P Y� r ;,. .rr_r L1 ptL�i' �i4 I � F o j1i SEE PAVEMENT DETAIL �•5' ' I`�� SEE PAVEMENT DETAIL 7 5/8" z W 7 13/16" 4" 7Mi. � J 4jM' in. a_o sr, T fO Approved granular non -organic backfill ----� O � i ? � 12 (� ' material placed and compacted In one � ' \ 12• 3 = - -CLASS '(' CONCRETE �^� foot (max.) lifts. \ � OR PRECAST UNIT � ._ 4•_ q" In rLHIV VIGVY QWarning tape per Conn. General Statute 5._a, / 4'-4" � � 0 section 16-345, as amended, placed 12" � Q � CLASS 'C' CONCRETE /O (min.) e� o 24" (max.) above the top of O OR PRECAST UNIT O / Pip Bonk Run Gravel fill 0 -Sand Blanket Placed and compacted O SECTION A -A SECTION B-B n ce layers. m stone - - larger than 1 1/2". APPLICATION OF GRADE-,, ya, ' ?�' k YET , M : t• . -1: - : _) T-:' '�S•�t 444F,+� T� ,..Je,'"f+rs';+e?s�''id71i�1C' �,1,�1�''a,'A'F�d - - IR�4c •J •3:4a,s!°>!�'illk�:.:i�:_'. .. ,-y. I. y - 9" I 1 r• Y t r t•' ♦ a t a r� I r •T �yy��y•- T b b J s 1 'r R� } ry• c .[ I�a t •1i ":'er 14 A r r t } . 'N Y ,I Y s f`' J L ;1 ,,_ A t :l ".% .._ - ,. r•• ` :, .., •.. +'.roe -a x•,.., .... ht• ':'f+T: i"• <3., �aI t _ 3 ., h •.. ', X I ., r F•' � .,r 4 Y d� t ;jar • f , , 4 • S '•! _ J �Y ,r e dtc- (( •!3 r e r L• � y. "1•` x . i, i b• s�yyd ». h ' ;.n 1 , w!{'` S •'fit , iq n. J•z �y • 7• r w .t t .Ica •.r . t 4 r •,ri • t'. F 4 1 P . ' rr - r y r „ r i !` 'f. '�'Yr. r. •br i•' G J` ��� L y,�,1' I.IVIrt:'ISSL•, fY-. -.; i4c �r'r. '•W �tiir'�n.-�4 w , k %,�1" t •r r ! � t- , u S 1a' Mr t / r .t• ' 'i 4e- rtr � , '-' j,.Y. ���yy,,� d. ti� ,♦..-r r T ''r:: v4 Y+ � s4 . '`'�' �. '4' a � ( � haw ',�,� :�,•;fir < * r -, i I`_ ,'T �': ,4t � y4s Via, ,,N'. .c , t ,�. ♦. s4, # .+ F. rT '., .[ I _ c- .ir 'i .'•.�' RYA• 'a iSt:.y .r ,d liy Y �., .. � 4. ar:�i'r ,'0'•D' � .'fr: •r rk.y;. Y- •:�. � , ' ..-�' - . RL �.'.••I :.• J , ." " � ,.1 h ''�Y�Ma`4 •_ 1� : �{�'Y. J � /1'. ' •i }. X 4 - -:. - '+•"�:`i 1 .. .... :1 .-- 'k.T. SET POSTS-',�,�.` .:4: STAPLE THE LT -•a T �'. '-,, ,,,y _�. - -,^ ,,:. kk.,,.-? ,�. � ,..�.,.•, AND �:f. a•,.. � ,j .2. E SILT '�>;,,, •`I l.il.r, ,:;<; ANGLE POSTS ��1NNN F,Vtre Ve T` a A'%R" TPENh1 -;_ FFNCIN(: In THE - + ' .T ' � A -'w'. 5• UPSLOPE UP LOPE FROM POSTS. END OF THE POST q �,. r r •;;e.. r M •, POST SILT E' �, .L' FOR STABILITY FENCING 6" CT D.O.T. 2" STONE TO BE PLACED •,,ayr•• AND SELF- OVER FILTER FABRIC MATERIAL' : " 'D, CLEANING. %�j?Ev mrI' �� •, r1X1 � I '� J" ..r '� i :�. � �1 *•'' _;:'' f+�.1' . , � I I- I ` I�-I I � / �i I.�. I� /2" MIN �SEE SEDIMENT AND EROSION S 0 SHEET FOR PAVEMENT WIDTH n ,-.rcr� �T�__�- �.'��, A „,, :{.'.",' : ,• _ A?j.�, .i` ' , �� I-- ` 11=t 11=1T! �E7T= ,✓'.:_'-. �. a .' � : _it, r:'..: � ,>•^T , N'.- �6,. f'V III ii - - - It, ,---rltf.-. ••- J •+•1 i'S.?Lin. ;r.-' .. .' k ].• 9'" '•' n '':,.11+'. - yy A r .1a � ' w .: 'ri .. Y. • #t' 1L I.L r 'z °1 r: f r: t''t'"` ,, r /, },'"• }' � 4Y'. � 1 ,5 '7. .Jx. �': ;:• �` ,�,s' ' o. M� rA� _,1-,y' � ` r ti3'".. � �� '�iT �,, 11 1 T4 4, `•'ir t �`` �: - ,"+w J" :�.. t1: 2'rt.rr rfi' + v � / y a�. i � .r �i,p^ sa J. ATTACH FILTER FABRIC TO '. ,, 4. BACKFlLL THE r , W. •+, ?r 6'�' _ _ THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT•tom ' „,!' :.t y t,• � p ABRIC - ' IT INTO THE TRENCH THE EXCAVATED SOIL Y��. !•, C �� TH T T EDGE OF PAVEMENT - "; y'; ,1,,.� �I •r - a � COMPACTED ' -. w�' ��t -+•.'�' -"i-,, BA F'1 a �'� ''.' y`i >�. 't�t".�-�.+,'. ,• r , 4� . „ ' nJ _ i) to r +.:,,••.a.+ 1 +, •'f, r 7 • � • I -Ili= II - I - I TI I - - ,r y fir- ,. ,. ANTI -TRACKING APRON r � �Lnr•:;.�^� "� :';. ,.r ; �,�,,�. _ ._ I- IHII--III�I- 1T1=` I� I Ii�n , .. , . + ,-, ,;'I. �'�, - -r- � ��. • •�s� , ,, ,rram' �r not to scale "t�. r �(' t�-���I-I I II� ew�.a � ";ItS. ,t Ir •�+ y'i�: CONSTRUCTION OF SYNTHETIC FILTER BARRIER 3. S 1• a 9, l FF + :X i• , f • S• s hl %4 A I 1 L r 1� h � I L • Y -'r ,14 S 1. q 4 h I+ r S r A 'f. x 1 t` r "�• f. ,y p J�' xf �. aft" y a ='r l` k 5. h .r•. f: .r ?, , , i • ,r -Yy NOTES: F ---- 1NOTES: 1. A XT RI R WA F AT H LL E E O LLS O C C � ,-.. BASIN WILL BE FACED, PAINTED ( 1. Baffle construction to be of cast material with thru holes oboes outlet AND GROUTED WITH CEMENT. - � ( flowline, or mortared cement blocks with weep holes above outlet floYr}ine, 2. LADDER RUNGS SHALL BE PRO- •�«.i` VIDEO IN CATCH BASIN WHERE i•'" e standard details for t in frame grate, manhole 4 2 Se sta dad o s catch basin n e dI o e a de frvrne S HEIGHT F TR R EXCEEDS 9 O STRUCTURE E E EEO � I I •t-K _ ' ' cover, misc. manhole details, and typical trench section. 8 FEET. j �" 3. IN SANDY SOILS APPLY DAMP- i^ JY. 3. Aluminum steps shall be installed at 12" vertical intervals from 12" (max) - , PROOFING ON ALL FOUR WALLS. I I I I y' • -' - 4. RED BRICK NOT TO BE USED L- __.1 l _-_-I below top of frame elevation to 12" (max) above inside bottom elevation 'j't• 5. WHERE PRECAST CONCRETE UNIT at each access point. ; � 9+rt � �� IS USED FOR SUMP THE TOP OF 4. Structure shall meet H-20^loading criteria. i +' THE UNIT SHALL BE AT LEAST „ �� 6" BELOW THE BOTTOM OF THE AND OUTLET FROM THE CATCH 'tr grate, a1 I�� � t� - -�" PIPE 6. WHERE MASONARY CONCRETE UNITS PLAN VIEW ,� �''` ARE USED CORBELLING WILL BE '^ + " r' ��,� ♦',c�.�_ ;"� r PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- STD. TYPE "C" C.B. SIDE OF LIMITS.4" I Beam (9.5# /ft) -1 � T ADJUST TO GRADE WITH MAX 7 AD�iLiSr caAME ELEVATION FRAME AND COVER / \ OF TWO COURSE OF RRIrK WITH BRICKS 6" To 12" 2`-7" �-- CURB LINE 8 PROVIDE MINIMUM 2 -0" OF STD. M.H. FRAME COVER OVER PIPE AT BELLS AND COVER � � / � � 9. PROVIDE 6" OF 3/4" TRAPROCK r10" MIN L � UNDER EACH STRUCTURE AT BASE. 7- y ♦„'� .n�\� � �'��,. 12" / Moteria, Shall meet >, 12" V-7 3/8"!- 8 -- 1'-1 5/8" {-- 4'-8 3/4 Pipe, as specified -«I n -� DM,02.0NOTES .O.T. 5 m : \� I ' 1. ALL EXTERIOR WALLS OF CATCH PVA/T. CRLOPE OSS- '", K ? '"• • - BASIN MALL BE FACED, PAINTED - \ BRICK LEVELERS 1 /2 O.D. � � I 1 /2 O.D. AND GROUTED WITH CEMENT. PIPE i m _ i PIPE 2. LADDER RUNGS SHALL BE PRO- w � � 1 -1 3; 8 - � 1 2 -8 3j4 1 3/4" Broken Traprock \ A A VIDEO IN CATCH BASIN WHERE X a t - b 3-5/8 -I 3/4` Crushed stone bedding material-�. 8E FEET OF STRUCTURE EXCEEDS z � I O 1/2 O.D. 4 4 1/2 O.D. PIPE Q 4 d Q < • i� in rock excavation or as directed by PIPE `r � � 3. IN SANDY SOILS APPLY DAMP- N 4 Q 4 4 Q ;; sY •, the engineer. The material shall a o PROOFING S ALL FOUR WALLS. z z q -- -" - 4 4 � 't,"` meet D.O.T. M.01.01.21 for 3/4 "r � 4 4. RED BRICK NOT TO BE USED. � � � (( �) 6" Min. � d 4 4 Q d Q '' I ?,: � r scone. Backfill to centerline of -• 4 4 C 4 Q 6" Min. I _ 5. WHERE PRECAST CONCRETE UNIT o = a \\`�. JlJ Q Q Q Q L \ > a pipe when using Polyethylene or +*' --r IS USED FOR SUMP THE TOP OF to Z t J f THE UNIT SHALL BE AT LEAST = A.B.S.pipe y z z x+ , "✓�° ° t a <+ {f___ 5• 4- ___ 6` BELOW THE BOTTOM OF THE z i CLASS 'C' CON(. ry PIPE OUTLET FROM THE CATCH w OR PRECAST CON(. 0D. f. fir, t*¢tk;; i rd :.b�Y x DC O t73 BLOCK 12" Pi E 1�, 1 ` rq I -� e 12" P110 E �+ 12 6. WHERE MASONARY CONCRETE UNITS �-D- ;f i � ,il F ,¢`+Ff , e4 ' •:+;ri + g> ti tr `' ;a:.'',p 3!• PLAN VIEW ARE USED CORBELLING WILL BE t _ a r y. 8"+ � 3 " .'; .. :._ .. .,++t . , ,� '�;�,:: • w � . v ; .': .. �'�. .,^r. il„ .: 'r . t PERMITTED. MAX. CORBEL TO 8E 3". CLASS 'C' CON(. �}ya x<7•r1�''€ < MCA r r ra.iy'. "T} fs`.::''` NO PROJECTION SHALL EXTEND IN- 4'-a" �- 5'-4' + SIDE OF LIMITS, TYPICAL SANITARY SEWER r��b `''d�ryx �' �.' r TYPICAL STORM DRAIN lrarC+l� �! M' 'r' NOTES: ADJUST FRAME ELEVATION SECTION B-B SECTION A -A TRENCH SECTION �"No Pw.,+ + ., b �.. t TRENCH SECTION WITH BRICKS 6" TO 12" pn °kTYP�` E y� �� NOT TO SCALE ;+" T �, nt+ NOT TO SCALE - CATCH BASIN PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BEL 5 �- . • TYPE C CATCH BASIN PROVIDE 6` OF 4" TRAPROCK not to scale UNDER EACH STRUCTURE AT �Y a` Kt'?'C'• ,,_7`4 .,r ',ir.P , aa- a.+�`i xC._ BASE. C. , �<.. tY � r•, `(` •R.-'_-11,A.'. ,iyA� / l� 4 jr r, . < '.j ' ,gyp. � S► k e �s �T!• j ;x s � -:' , S Y � a � is ..r .•mL$ ,h',s: �,1 � - I aiY. 7�: 334 N' l.� f 't•< a. 'yjt �lg.'•�'��-•'r� 't1e•�y „7{. :I;Yry �' � �4 � r, ''• •{+, - is Y�'iJC• i�F'� y���� �Gi R -�I I "`\ 1r•-rj, 1„•j,. ''A4i .. .dz°�i'IY. i, � N: S '• , ;,\ 111, i }' '�, .- '. •.. - .. .^ .. ;.., ..... _ � � -, _ .: "•}' ' > � .� . . •' .. "' � J ,ice.J-,� : , - •, _ .i. c• 'o. •. a+'Si ;' r+ .r •ixS ADJUST T❑ GRADE WITH COURSES SEE CAST IRON MANHOLE •' � ' s ' � f , FRAME 6 COVER DETAIL FINISH GRADE 1 r � a�sY � k. .+ ,� •We , � t 1 r` r r ' • r : OF CONC, BRICK OR CONIC. GRADING RINGS STANDARD M.H. rk? i.' C (SEE NOTE ll FRAME AND (AVER �i f- BIT' C RB VARIES 6' TO 12' ADUST JUST TD GRADE WITH r �. yi ♦ i r ' \ AD MANMOLE BIOG(L 4}L ,'' 1S IMANHOLE STEP �-1 z � x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 0 rD I L OCATiONS AS SHOWN, ARE BASED ON AVAILABLE e INFORMATION. ALL EXISTING UTILITIES SHOULD (a bo BE FIELD VERIFIED PRIOR TO CONSTRUCTION. - O w A T STAKED IN THE FIELD 2. ALL UTILITIES RE 0 BE S ED E L 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 ENGINEER/SURVEYOR. REVISIONS 5 u REV. PER TOWN COMMENTS REV. PER TOWN COMMA.,'`: 1 10/29/98 REV. PER TOWN COMMENTS NO- DATE DESCRIPTION '- RUBBER• SEAL - �- - '�� -r�`, � °x� � '" "•" -_ OR EQUIV. � - -- - �A, rra;, ALUM w STEP .s• �" q¢ r .; a y r rr Ii Ti T./ Ti k.l ,. i - 8'-0" 11 .D I I 6'-0' I rrx; ti� ,^i ,{ r r �• r •, .. .•*4'r! SECTION A -A SECTION B-B � ����'� • ��r�'"��{+K SEDIMENTATION STRUCTURE ;��.; ,,� �• 1�:,, ��. not to scale k F-. J' 1•. L Y .1 [: :l i.l'. �.'w - l �•. art f 1fi . S aii"�j ALL MATERIALS ARE TO MEET CONN D.QT SPECIFICAi[ONS FORM 814A AS AMENDED r'"i ,rt -r,.� >^,•ti,, � rt, y� s i . � ✓a GAS s� ,{,+ yy l- ,. I•;;:'. ROW - gc �, + �f Y• r, ° k�' ARIES I r l; 4 gip•}#y ''Bt` k .. CSEE STANDARD DETAIL) cnwuous cuRet„c * � f y � t <. �A y' xrX AR I SEE JOINT DETAIL (BELOW) 1',2',3', DR 4• RISER o 4" 2 9� ••• rah A �'� 6� No SECTION AS REQUIRED - - �BITUMAST C I - - a. FDR DETAILS, SEE 4' DAMP 41Rp�If,1�iQ1 �'''. t �� \/ I �5/ ' ELASTDMERIC COUPLING TO i - iD JOINT 1 AND FLEXIBLE MANHOLE SLEEVE I EXPANSION ,HINT AT BACK OF CURB -'WIDTH VARIES - AND AT SIDEWALK LINE TH / '- 1; 2' PREF❑RMED � � r; I❑L I EXPANSION JOINT MTL " • J CLASS 'A' CONCRETE DR BRICK MASQNRY� k11f11R1 •'« EXPANSION JOINT AT BACK Of CURH AND AT SIDEVALK LINE J6.%5 SELF-CLEANING INVERTRIGHT (S VAY _ Q L•y}' _, ° SIDEWALK i--sLQP[ NOT TO EXCEED 1:12 z, '� r��• , 'w ' .;�A h +'+,: CLASS 'A' CONCRETE- • ✓ . r p ' •�a T GRASS GRASS MIN I tsf.;4. TRAPROCK 3AITUMINOus " YP �--STREET LINE RA.V. Z-- .'r T' \ -'�•t « `, l�, CURB LINE 3'-4' MAX 3/4' BROKEN �•'! I � ELEVATIEN VARIES .�- 4'-_..... �-' - _ , �S. * .. � y ,..I ,; � ti y� • , :,� i0 v fi ' '�' n ,r 1� �t' , � � ,-,m:n¢ coocTc a.tYaY -1 B.0. 'I '; dF 1 ►7�' d %' f�' v►R1E5 2 DEGREES MAX T" � ` v :,: a-r q r S °fir s H :•fl t ",k / TA.0 r, w' i1 r �f .V • JR RESIDENTIAL COLD APPLIED NOTES }��., 1/4'd 3't MAX --BITUMINOUS 1. TOP STEP TO HE A MAXIMUM OF 12' > �",� I t '_�: �` � �� '' `� '�'• r '`�j,p�'S f r K .1"� �'�:•• � ROUND RUBBER_, SEALER BELOW TDP OF MANHOLE FRAME L , _{- I GASKET JOINT COVER ELEVATION - - 2, IF TOTAL DEPTH ]S TEN FEET DR GREATER, t `- :f v �T(�� � 1 �' �BITUNINOus CURD TYP�i t S' FINISHED PAVEMENT LEVEL- Y- � r -taj •" (BOTH SIDES) i'. 1N ED ME EVE y�•',C �1 •y' �.� ,• TOPSOIL t SEED -/ MATCH CxslsrtNG CERTIFICATION OF HS-20 LOAD BEARING {-' � `!r [ �� ' i .`n ,J�S�'� - 'ti^!< � c ?.:. S,ytvt ,� }�' W j��n ';,�,•. , GROUND SPIGOT L BELL REINF. - ,. • i - ,, T 'Y; ca•a }j;�;,• 4 TOPSOIL SEED ALTERNATE CAPACITY SHALL HE SUBMITTED TO THE - �r T .� � }, 'r 1.., >�+,°"' *�"x- s SURFACE SHALL BE TE%TUBED AND t" 4i • w ' 8' PROCESSED OR BANK RUN GRAVEL TOWN ENGINEER FOR APPROVAL PRIOR k ' S ; ,+,-;. •� �e r ��. �I• e GASKET 1GINIIOINT TO INSTALLATION � � ' « '� r� � ,r NON -SLIP. !`-� `r.=` �`1-�`�� MEET GRADATION OF M206 GRADING H 3. SEE MISCELLANEOUS MANHOLE DETAILS r ;. • '� �, a R`'> � . OR M5.01.1 SHEET. , r� 4 � i ��'' '�`�' � �� d +, �,r,�„�I 1, HANDICAP MARKING DETAIL ��..���,�a'�'rl'tIE: '�+%>r,.�� ri.�� � '�a�' L �.,i'� �'� ti� I:.��;� ����, � _ r *'�: JIUL NMLIr £" •,`a t y DRAINAGE DEr1GN IN THE VItYNtT'r OF Id111PS 4 P F L.i (8' CON(. AT DRIVES WITH 6'X6'X10/10 WIREMESH) •• :, =� � �' � �* c� "'��; SHALL BE AN INTEGRAL PART OF THE RAMP °` �`Ri`,'-' S': A�'�•'�- ".N DRAINAGE STRUCTURE SHALL BE L,•- `! z •^ -'< 'F-' fi s 'j., .ft PLACE WITHIN THE LIMITS 6 , THE RAMP s €�y 5�.,7" �•X�"�' t #) :• } _ r . ••1i5 + �:. � :�'` { �' � .' NOT TO SCALE NOT TO SCALE - NOT TO SCALE i - `� f S : I '„ - ., r k i' •, 4 i'"t+a• 4 � avnYocD ,6.. 4 m � � •r1 � TOWN OF souTH WINDsoR CONCRETE SIDEWALK TYPICAL SIDEWALK DETAIL : 1. l _ 1 F a e. I �j -T• 4 �yj�y F Y Y 4 #1 ` r' 'e s w J' . .r .r �a' ff '•er V. 4 1 KMI a G a:. ti r, }fA .> �' l'/�9 �+� •� -:.'� � ,�' MST / 9'� �Y' ; - .j `4 , •1�. KM! ' � , YJii •r ir'�� x' � ti . r r�t . • r y ?�a'• -{ r ' ,r �' ' �>; 3 S,' \ '��� Sltt Yam„ 1 7 'F(,TIr '� �4't'-r,�•,n�+ t. • •r� � ��t �It "t'-Sir r Y +ti � , � 'fi �`� '�`-' KMI ,tn,IslA• ac .c!,,. ..• s. ,e•.r� �,.�{. ,..+ •>i'xvTv,'k�'+ , - •� Fx< �� , �� '"'' ,+aaa' BY PRECAST REINFORCED CONCRETE MANHOLE 9" 3-5/8' HE E d , f .A. r t STANDARD DETAIL ,i 1 $ ,+��, .w�f • HANDICAP RAMP -- - �,. �° "��• r " 3:# ' V - - I .� (-a , , • .,�' . I `(•. .•� t , '•� I � y?-.. AYJE, r997 RENSEDPUBtX. MMKS DitECTCYt � �.4-��t�+�t_z•Y.' �:r, I' y� • 'r. r , , [ r: - ,,yy,, V , d D,IC - V I-' MA3+DIC\P , tiJ �J C � ►r �, 4.: p.,••..'t, ':f, � ':', 4 4 �• ..!' . r'• `'AI'♦y •9. Sic' ,y� • ^61 d ,„�� 1 A , ,•, -,�t r'L lr, s ,' t�" _'' t } , J:a �",;' i . Ili . �t S H E E T a �w 41 i Z 5' 4. e y cf '. I , st:, . r, D ti ' yyy .^A DG�' � ` 3 d �" •rr t+. „ � . _ _ �'�� ,�:._ . , � B M ENTERPRISES' esign . �Yr .�.a � �II��� / z yp s &rof in 1 Inc .. esoas s l K R A .l K RAW HC D _ N N. M E E l� Civil Engineers Planners Surveyors CIS OS NO.98 9 23 DA TE: October er 7, 1998 � 165 sc'.. '- " to road so_. Windsor Connecticut 06074 ORAW/NG No.: D: 198112310ETA1LS.OWG 6outh WflID1ds®%' C®1m11seCY1CllIl>r / 4.. A. J�%r , , N7, v f 7 x �-4 % t .4, ., A- L 1 4, Z;"� j 7 B BRICK INVERT W 'ONCRETE OR EROSION CONTROL NO TES: J� A 4 V, 4?;, it:� 5" 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE TH T )ft)NES FOR 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE E Gul STEPS 16"O.C. TOP STEP EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. FLOW TO Dr- A" 0C'InW C-DAIAC I 1�� STORM MANHOLE 4 6, 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2 X 5b 0_0 _V, WOODEN STAKES PER BALE. E3 C: 0 ci OD 00 o 0 V, 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. E] 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES 0 A SECTION A DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY 4" PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL Vi, B TOWN AGENCY. /-STANDARD M.H. 0 F A FRAME AND COVER C 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED A'. j A; 8 TO OR REPLACED AS REQUIRED AND CONTRACTOR WiLl BE RESPONSIBI E TO SWEEP EXIqT1NG ROAn-, T A �,O T I AS REQUIRED. ADJUST TO GRADE WITH MAX. OF FOUR COURSES 0 00 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION,,,- 0� OF CONC. BRICK 0 0 51 9' YL WHEREVER POSSIBLE. 11Z.7 0 t�� . , 0 0 0 A: 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH 0 71 .;i 75�1/11` OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 0 Z-0 1/r U4 f,k- /r 12 Or 4 ECCENTRIC CONE OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. I PRECAST REINFORCED 2- 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY 16"TYP CONCRETE MANHOLE L V) V y 1 ,JV . 4 1111 1 LU 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT NTH THE GR OUND. f 4, 5 ALUM. 4 y mk < STEP REINFORCED CONCRETE fr 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. > MANHOLE SECTIONS WITH 4-VA LJ1 �Lj "0 RING" JOINTS SECTION B-B SECTION A -A 2S D 12' S 4 -,A-,T IR0 V) Of- N FRAMF rA,T IRON ('OVFP R &k. - - t * < A 4 �q"iw > NOTES: A 5" 7 I THE LO%ER SURFACE OF THE COVER SIDE ELEVATION FPONIT ELEVATION E C4 RESPONDING UPPER SURFACE )R FRAWE SHALL BE MACHINE AND TH OF THE Lij CONTACT OR FI7. WITHOUT ANY TENDENCY -_ORCED CONCRETE FINISHED TO PROIADE A SMOOTH FLAT 4'-0" DIA- < A A MANHOLE BASE ENDWALL NOTES 0 FOR THE COVER TO ROCK OR RATTLE j A 4 z FLOW 2. SANYARY SEWER MANHOLES SHALL BE GENERAL NOTES EQUIPPED 1AATH VENT HOLE IN CENTER EXPOSED EDGES SHALL BE BEVELED V Cis NOT TO SCALE b REINFORCEMENT SHALL HAVE 3' COVER �4i A Q0 CAST IRON MANHOLE SUITABLE COMPACTED MATERIAL z STRUCTURES SHALL BE PLACED ON EXIST, FRAME AND COVER OR 12' GRAVEL BASE. vF �i� f ALL CONSTRUCTION 70 CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION 1Z CONCRETE OR BRICK NOT 70 SCALE 4 9 MORTAR INVERT STANDARDS AND SPECIFICATIONS. CONCRETE STANDARD 'k 3/4" CRUSHED STONE FOUNDATION 2, ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUNA 6 ENDWAL L x k "o ISH V 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEED D TO ACCOMPL CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO 7, % SECTION B-B f q a� 7. PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. P., REINFORCED PRECAST CONCRETE MANHOLE ell 5 FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SIUTH WINDSOR AND/OR AGENT 'THE' 2" AND not to scale DESIGN ENGINEER. S., -�7 �'J_ T' 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UN L FINAL GRADES ARE SET. , J* 4z A:_ 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. A` A % B. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE OPERATIONS AND MAINTENANCE CONSTRUCTED IN CONFORMANCE NTH THE STATE OF CONNECTICUT D.O.T. 'STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SY r OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. STEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED -4 RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. 4, 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, TEMPORARY MEASURES: V�, sc -4, PRESENT OR FUTURE OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS, AND AFTER AN INTENSE STORM OCCURRANCE. THE TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, X -14 NONPUTRESIBLE SOLID WASTES, 2. THE ANTI -TRACKING APRONS ARE TO BE INSPECTED TWICE WEEKLY. STONE IS TO BE SUPPLEMENTED OR REPLACED AS NEEDED TO ENSURE TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRIESIBLE SOLIDS, SEMI- EFFECTIVE PERFORMANCE. COMBUSTIBLE OR NON-COMBUSTIBLE, SOLIDS OR LIQUIDS. Type "C-L*' top ard grate 3. THE PROPOSED ENTRANCE DRIVE AND STRONG ROAD ARE TO BE KEPT UNDER CLOSE SUPERVISION AND SWEPT AS NEEDED OR AS REQUESTED m Diulvir-3 -r-r CHIP-P-M 'HALL BE RE"MOVED FROM ­­ NOT BURIED 13/16' U LL ST"I"n`3 TO or_ %.mir _u UIN lr-. 31umr "u) �_rirrrlu 3 t3r- mr- r-u rmum Z�Ilr_ BY IHE IOWN OF SOUTH VANDSOR. 1-4,-6 318'----V 1­0­8 13/16, 41 1 T1 To I-L-9 1/9 DIMENSIONS FOR ONE END4ALL BASED ON S=D+2 D S H L BATTER B INS FT & INS FT & INS FT & INS INS & FT FT & INS 15' 11-54 4'-91 5'-6' 2 112' 1'- 11 7i'8 18, Y-81 5'__01 6'-6' 2 112' 2'-0 112' 24' 2'-2' 5'-6' 8'-6' 2 112' 2'-1 3/4' 30, 21-81 61-01 101-61 2 112' 1 2'-3' 36' 3`2' 6'-6' 12'-G' 3' 2'- 7 112' 42' 3'-6' T- 0' 1, 4'- 6' 3. 1 , L), - 9. 48' 4'-2' 7'-6- 16'-6' 3' 12'-10 !12' L_A0 INU U L1 1L.0 �O LJLr'1k�VLU %JIN 11­110 r-L-Mil tAFNL itAr\Lij rrxUM AVtAlLfAOLL. IrIL PERMANENT MEASURES: CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE r STANDARD PRECAST EXCAVATING, CONTACT -CALL BEFORE YOU DIG" AT 1-800-922-4455. 1. CATCH BASIN SUMPS, DRY WELLS, DETENTION BASIN OUTLETS, AND THE SEDIMENTATION CHAMBERS ARE TO BE INSPECTED AND CLEANED, IF NEEDED, CONCRETE UNIT qI QUARTERLY DURING THE FIRST FULL YEAR OF OPERATION FOLLOWING THE COMPLETION OF CONSTRUCTION. 6' 12. STRONG ROAD, BETWEEN GORSKI DRIVE AND PROPOSED BAILEY CIRCLE, IS TO BE RECONSTRUCTED ONCE V ARE INSTALLED. 2. THE CATCH BASINS, DRY WELLS, DETENTION BASIN OUTLETS, AND SEDIMENTATION CHAMBERS ARE TO BE INSPECTED AND CLEANED OF DEBRIS, IF NEEDED, g FOLLOWING A STORM EVENT WITH AN INTENSITY EQUAL TO OR GREATER THAN 1" PER HOUR. � . ".zit 3 AFTER THE FIRST FULL YEAR OF OPERATION, ONCE SITE STABILIZATION IS WELL ESTABLISHED, THE CATCH BASINS, DRY WELL, DETENTION BASIN OUTLETS, t 4n AND SEDIMENTATION STRUCTURES ARE TO BE CLEANED IN THE LATE SPRING FOLLOWING THE SWEEPING OF ROAD SANDS. SEEDING SCHEDULE C L40DIFIED RJP RAP _)LQULINUL Ur UUIN�)IMIJUHUIN: ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL NTH 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 FRONT 1 PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL HAVE A PRE -CONSTRUCTION FINISHED GRADE RELEASE NITROGEN MAY BE USED FOR TOPDRESSING, APPLY GROUND LIMESTONE (EQUIVALENT MEETING WITH THE STAFF OF THE TOWN OF SOUTH WINDSOR TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135,��­ WITH zlf4llllllzzzzzzzzzzIIIIZIIZlI AND ANCHOR BOLTED INTO FRONT OF STRUCTURE POUNDS PER 1000 SQ. FT. MINIMUM 1/2'X3' STAINLESS STEEL DOLTS -TRACKING APRON AT STRONG ROAD AS DEPICTED ON THE PLANS. 2. INSTALL THE ANTI r To 12' 4 Vt. 11 . , , , , . ": . "', BUOW GbX _T, 3. INSTALL ALL SILT FENCE ALONG THE EASTERN, NORTHERN AND WESTERN BOUNDARIES AS DEPICTED ON THE PLANS. L P�RMANANT VEGETATION COVER, -CAP 4 CUT TREES AND REMOVE STUMPS IN THE WOODED AREAS TO BE REGRADED. J. 7 4 5. STRIP AND STOCKPILE TOPSOIL IN THE AREAS DEPICTED ON THE PLANS. SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO 5EP MBER 1 NOTES ATCH 41, 1. ALL EXTERIOR WALLS OF C STEEL BAR ICE DUTLE1 TV Class A Conclete SI DE A V _ZA- 4 jra, A A �Lt BASIN WILL BE FACED, PAINTED 6. BEGIN CUTS IN THE AREA AT THE SOUTHERN END OF THE PROJECT, AND TRANSPORT FILL MATERIAL NEEDED TO THE NORTHERN END OF THE --6* PVC. AND GROUTED WITH CEMENT. USE THE FOLLOW114G MIXTURE: KENTUCKY BLUEGRASS 45% PROJECT. --T�pe "C-L" Top 2 LADDER RUNGS SMALL BE PRO EXCESS MATERIAL IS TO BE REMOVED FROM THE SITE. CREEPING RED FESCUE 45;. ;14 w1f VIDED IN CATCH BASIN WHERE with Type A grate PERENNIAL RYEGRASS 10% HEIGHT OF STRUCTURE EXCEEDS 8 FEET. APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED 7.. INSTALL SANITARY, WATER, AND ALL OTHER UTILITIES AT THIS TIME. I -45 DEGREE BEND I 3� IN SANDY SOILS APPLY DAMP - AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. PROOFING ON ALL FOUR WALLS­ 4. RED BRICK NOT TO BE USED. 4 8. STRONG ROAD, BETWEEN GORSKI DRIVE AND PROPOSED BAILEY CIRCLE, SHALL BE RECONSTRUCTED. 5. WHERE PRECAST CONCRETE UNIT -FILTER AREA IS USED FOR SUMP THE TOP OF PERMANANT 610 9. ROUGH GRADING OF THE SITE IS TO COMPLETED. h THE UNIT SHALL BE AT LEAST LLI 6" BELOW THE BOTT)M OF THE '0' k � ax 1,12' SMOOTH STEEL BARS PIPE OUTLET FROM THE CATCH '7� Al It I I I I I I SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER,,, 10. BEGIN INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING CATCH BASINS, PIPE, DETENTION PONDS AND DRYWELL STRUCTURES. BASIN. 4'XB' OPENINGS USE THE FOLLOWING MIXTURE: 6. WERE MASONARY CONCRETE UNITS IT SPf3T WELD @ EACH JOINT PERENNIAL RYEGRASS 707. _��_3/4- BROKEN TRAPROCK ARE USED CORBELLING WILL BE WYF' 11. DETENTION PONDS ARE TO BE STABILIZED PRIOR TO DISCHARGING STORMWATER INTO THEM. AL PERMITTED. MAX. CORBEL TO BE 3". FESCUE 30% UNDER BEND EXTEND IN - NO PROJECTION SHALL til IN jk� SIDE OF LIMITS. 12. BEGIN CONSTRUCTION OF THE BUILDING AT THIS TIME. 7. ADJUST FRAME ELEVATION APPLY 3 POUNDS PER 1,000 SQ. FT. OR 135 POUNDS PER ACRE. X" TOP WITH BRICKS 6" % 8. PROVIDE MINIMUM 2'-0' OF q A COVER OVER PIPE AT SELLS 13. BRING ALL PAVED AREAS TO PROPER SUBGRADE ELEVATION. TEMPORARY VEGETATI COVE UNDER EACH STRUCTURE AT BASE. 9 PROVIDE 6" OF 3/4" TRAPROCK SECURED 14. INSTALL SUBBASE, BASE, BINDER COURSE OF PAVEMENT, AND CURB AT THIS TIME. A, 10. TOP GRATE SHALL BE SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 TO FRAME. ANNUAL RYEGRASS 100% 7 15. PLACE LOAM, SEED, AND LANDSCAPING OF NON -PAVED AREAS. r �1, APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH INSTALL WALKS, FINAL COURSE OF PAVEMENT, PARKING LOT STRIPING, AND REMAINDER OF SITE APPURTENANCES. 16. NOT TO SCALE NOT TO SCALE AT 2 TONS PER ACRE. i ell, 41 17. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED. TYPICAL CLEANOUT A DETENTION BASIN OUTLET s: 0 v Y111 -�ANTICIPATED START OF CONSTRUCTION: JANUARY 31, 1999 .4 1W 44 '_'ANTICIPATED COMPLETION DATE: JANUARY 31, 2000 0 _­ .7 1. �. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS m LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION, At I FXISTING LJTII ITIFS SHOIJI n BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1/8/99 REV. PER TOWN COMMENTS KMI 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �5 12/9/98 REV. PER TOWN COMMENTS KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 11/17/98 REV. PER TOM COMMENTS KMI CONSTRUCTION. 1 10/29/98 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION By 4 Fit -A. 4 4 16, 4 4.0 4, ik. W-1 -it 4. T� E-7131111 kZ11- �2 860-291-87551 SHEET -4k rn-ge.97 /A\ nn q�� j 44 I11::YL_C=_ U 01-11UL6Q) 11L esign 1-4x B & M ENTER.1"DISES , 0 13 rof essionals 1j ­ inc. DESIGIV: KY1 DRA WN - KMI CHECKED: RA STRONG ROAD I Civil Engineers Planners - Surveyors - CIS IoB No.: 98- 112J IDA 7F.- October 7, 1998 13 165 south satellite road south windsor - Connecticut 06074 DRA WING NO. .- D.- k 981 72J � DE TA IL S. 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M, � , ., / 4 " 1, I, �S, - 1,:-- 17�P1f - , "r ,-t FP f''r ,," "� �� *_� A �, 4 r�� �"%_r ;'� V �� ;�' _j.1 .I�, F 1.- �-� �I �1N � ,_re,�,� ,,, i� ,I • ,, �0f�, �, 1� i, ,1-,. .1.­\f I I � 'z' / U I I. ...I ,,.. 4L ­ 1I WI� L -.1 .., ,z1II I I I I 11 - --------:--. � , -0 � X f,,1 ., 'a , I 7UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS . -, ".L,­ - Z�-_ . 'i," J ,-.:-- ­�- - - ... 'L."r,"', -7�,���*�tP*���.L-�,-;e��k,;F*�;t�,--*--,, , r- - � _p,lrr�i&. 11 0 0 . � I 10 .i � . I . , ,�,, � , �, � . . , L, , — . "'.., -,.,� ; -� . . ; . I. - L, 1 ..4. , I . � .11 I "' - 4 , .1 I �­ . . .w ' ' �'il :�, " L4 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE � - _ � I I � . I 0 il) iA I ­ - , ". j, L .. - � , . , - L� . " I :;N�-' ,'$.'' � r ' .�' -, . '' ��', I �, I.:; , . - . . I I . . I -11 . " ' - - L�'* " . ­; ' ". ' L - - -7' -! `;P -,� ."; so . , I .. I ".. 1. I . �' 0 20 40 ­N14 PLANIMETRICS � - . - -:!;�* �. � , . __,. r',­ ­ . ,"i , - - � . ', GRAPHIC SCALE '�-�' ' I CD (0 INFORMATION. ALL EXISTING UTILITIES SHOULD , - * . Ij (0 . 'r , . _ . , _ . _ , . ,� , , I . j L I � , � 4J4 - V BE FIELD VERIFIED PRIOR TO CONSTRUCTION. , , � , . . , .�, . " : " , ". *,. , ;�­ � .. , - 0 .., -1 %,,* _f - . ,� , , I- .. , .. - 1,7- , , , W., 1 ; I a . 4 1 - �1! - t'. ' .' 'r� ` - ,1� , --:" .,--r �_ i I I'll _4­ � . - .�. . ­ I , ''. � -:� �" I I � 1, ". t 7 " , , j I.I... ,�ZA .-. . , ­ , � .. � . .1 I il1, �__ 4. . .: ; ., _�"�" ­��_ .'*"" L - .. .. . ': . , "P , : � -, !:,.4 1. ,.­ . I - 4j-, � .I , 1. . illllll I Landscape Architects - Development Consulting . 1�,. , -,­ � f �* ­ ; I , " t '. I . 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I . � , , � ,�,�l � I . .. ,� : , . , , iii� BY A LICENSED LAND SURVEYOR PRIOR TO . L -1 I ew-. �j , - I , .;�, - , I . ,_ '! I . " . I . .- �� - -,­%$,,, Planning 6 Zoning Consulting 2 12-9-98 ADD HOUSE LOT/PARCEL A A W - I � "I . I � " 1. " " " �: Iff t , 1.""_1. __.�,I. i I �'_.,t � I �, lir".. I , : �� ' L ;o* L" ' ' - - �-C,r,, ­1 , KMI I , * ,:,,4� . ' ..L _ _�j " '. �. ­," � .-,.,� I, ­ I 1� . , ( IN FEET ) .4 �q - ��4'�'��4­ 'L ' , ;, r �i �7t� �k . .� � ,�If, . .. ,A , L'. . � ,- ., , - -, ., v : , -, , t. " I %.A. , �,� , , I- IN Skaebwy Roao Avon. CT OWI I . - � ,a,, ,,, I, . '_1 ., ql . Lr .j,,,: .'� � 'L,l 41� 1 . I , ,;- , I I I . . A . ­ I . I , - ... .. � .: I ; I - -_ " "'li 4 " -I , I, _, � L . . � . , 1 inch = 40 .. - ,;"k"",-,�"(��f.�",�.,�-��,-'* ­ 1 11-17-98 1 REV. PER RA/PRIV. ROAD KMI . A� � , . �, , �, ,, ' , � -� , L ` ' , I . " . - I ;mk& '. I i I . 11 . , �� , , � CONSTRUCTION. - - - .. L , , "I , _I )MA! 11 __ . , - I ; , , . , , 1'.L , , �:-:J,� '! I - .- _11�-J'- , ,,, , , I- ft. M.;� .� I , 1 114 I " . I � � -- , - . . ,.;I . , I :'! - - � � i � , #,� . 3. THIS PLAN IS INVALID UNLESS IT BEARS THE it��- 11 - 1W V�wt_�','i� .�:4,_,7, ,F�,�t�t,,, �,4 V li IMPRESSION SEAL AND ORIGINAL SIGNATURE 8 Y, I. I 11 Phone: (960) 677-5267 Fox: (060) 674-2693 OF THE PROFESSIONAL ENGINEER/SURVEYOR. i No. DATE I DESCRIPTION I I I I , I --- f / I / i / I A f / I /i- . - . . -7- C-.,� -_^ 4,k#k1;0V&'i-��­� 'NO -W'. .-�. ''I'^�-q ioi--.�V � M5!-!" *1, , . , 1r�. , oEsov.- RA I DRAWN.' MHA I CHECKED: R. ,/06 NO.: 98-1123 I DATE. 1 01719 8 DRAWING NO.: D.- \ 9811231a dwq 11q I ,awf �: - - ,190�0 I ��:, . -, _ Prepared For: . , , , SHEET V ­ B & I m ENTERPRISES; INC. L I f : k Y . STRONG ROAD SOUTH WRNDSOR CONNECTUCUT Planting Notes 1. The contractor shalt provide a minimum of 6" screened topsoil to all proposed lawn areas. 2. AJI areas disturbed by construction shall be seeded vAth seed mix (see 'Lawn Seeding" below). 3 There shall be no substitutlons of plant material without prior approval of the landscape architect. The landscape architect shall approve the placement of all plant material before installation. The contractor shatl give at least 48 'nours nonce to the landscape architect of the expected data of installatitn. ;, yx } � f A* ,r 4. Planting of trees and shrubs shall be as follows: � ,4, �- r''k, 7__ �1. 1 , + Q w Soil mix shall be carefully worked around ball 4r ''° '' `'' ' `' N Soak the soil mix below and around bottom of ball. When hole is half full of soil mix, soak again. {' -�o Fill hors completely with soil mJx and soak again ry ,, � , w ? kI r { 5. Soil preparation of perennial beds shall be as follows, r �_� !' �� ;r #L:� ;� * ; } i • `' The contractor shall remove Migs and roots, and stones over 2' in diameter ar)d shall incorporate ==posted manure to a depth of at least 12". Bulb planting areas shall be treated with "Bulb Booster" (or equal) per manufacturer's instructions. Perennials and bulbs shall be mulched with 2" of finely shredded pine bark rrulch. . r 't Y V i. ' ,3.. l i . I ? i 17 ` y 1 - .; , ,,� * w i% j�� r k r. F'1.r� wY '7' F' R �! Meadow Nx Meadow Seed Mix to be "New England Wildflower Mix" or approved equal available at New Engiand Wetland Plant' Inc., 8W Main St., Amherst, MA 01002. (4 i 3) 256-1752. _ " . 11 v x,� % 1 '�' '•° '9r r i , �.- , yin`!: Species: ,` ` w p 13 6 * t 4- yV . ., 9. , v, , .1. ,....tee'{;•tT*a ,.ti11 h, +,. ,C ` t '. z , ; .s Meadow Feu I � Feshaa prates ,. ' "I, lance -leaved Coreopsis - v 9 Coreopsis larxreoiaf °; Lithe BluestAndropogan scoparlus � , "" °'« Partridge Pea fasdcWata °° , a: Indian Grass " Sorghastrum nutiu � ' `;, s Rourxlhead Bush Clover �. Lespidesa capttata �,.,- r� ' - Wild Blue Lupine �' Lupinus peremis s: '` " ` # - Black- Susdn Rudbedaa hlrtd ",' ,: „ ' i a , %- `e Purple Coneflower ,{ �. n, �tk Echinaeea purpurea ;,, 1, -' k �Y' • Canada Wild -rye ,r- „ V Elymuscanadensis ,4',,;, '�r�> Ox-eye Sunflower X .k ta, Heifopsis heiianthoides � k -.e' `` ' � '1 ' Canada Goldenrod .*Solldagal cartadensis ; �. �� i t ,� New England Aster Aster novae-angliae I, * ° `;s , Blue Vervain �,' Verbena hastata '� ; , ' ". . t. j ik s t ' Beard Tongue �;, - Penstarnon digitalis t _ . Showy Tick -trefoil s' "`M1 Desmodium Car7dtlert5e5:' a� h' Butterfly Milkweed' "r ° a ° Asclepias tuberocsa ;f .`" > ' ; pa . Common Milkweed �'«- 1. -: Asdeptas syriaca '' ' � �;.�` Grass -le v Goldenrod '' Eutharnia aminifol:a 6 7, •.rt, . d ed �' r A' 1. `:, ] .Y 4 Y. A t cn Zig-utg Aster :� *. ,,�� '� s er pr anthades . �� x 4. - , Bush Clov Les dera bicolo. e : �± ..� .ar . Yr , ,''?fir,, F"' L ,,,<. y i. , , Y `i t t L..' _. r WI}(� tIT10 rv"3:�: f1h cia fi5tlti05d + , Ben' P CXkir iY i6. 3i1:' ^V W04�_,i,} Y � ry ,j ' {,{..: -+.V ", . ( " '2Y p,. 1. �,. � t' .� t' r' �a +t -t 1" q :r� -J , ✓ a''`' ^�L j ` <+ a . ",{�+ �.Asr Yy i pY�r f�'�f, 1 GW11- I t � e �rw? r r'.. rib * t, 5 r 1 ': 7 y e+y S� I '(" T .1, R , �y" 1 + : - r•y;�1r ,* ' - • '♦u,` ', '. I.. F: - 4 "' "F ,,. 7 ,;A,: �Fa I'rl -rr f . , `.t Lc• 1 � M ar . .�� _ "'" Plant L i s f ti ' ` :: r1 Symbol Botanical Name Common Name Size Quantity Comments AF Abies fraseri ..a $ Fraser Fir i� � r A Y ' F 1 ,"a ."'r 5'-6' ht. 48 B&S A/S Acer sacchorum #Y, Y" '�' i? (.J , rrt i 2 "-2 1/2 " cal. 8 B&B err. Sugar Map/e ' { AC Amelanchier conadensis ;,� ," Shadblow � * ,� 4 6* u � 5'-6' ht. 10 B&B BP Betula popyrifera Paper Birch 1 1/2 "-2 " cal. 9 B&B, or single stem ]�„ BW Buxus microphyllo 'Winter Gem' 'Winter Gem' Korean Boxwood 12"-15" spr. 46 cont. CA Cornus alba elegantissima' Variegated Dogwood 2'-3' ht. 50 cost. CA Cotoneaster opicu/ata Cranberry Cotoneaster i 15 "-18" spr. 36 cont. HV Hamomel/s virginiano• Common Witch Hazel"`< 1R"-24" spr; >.5 cant, ir 1. 7 n " lV flex x verticilfata Winterberry " ' 18 -24 ht. 43 cont. Hex x verticillata (male pollinator) Male Pollinator '�+ '.. 18"-24" ht. 3 cost. MB Ma/us baccata Siberian Crabapple 1 t ti=j. 1 >/Z"-2" cal. 14 B&B MP Myrica pennsylvanica Northern Bayberry . j `,� 18 "-24" ht. ,�,�:� 36 cont. r?'A1 P✓ Pieris japonica Japanese Andromeda r"'" 18"-24" spr. Y 51 cost. PN Pinus nigra Austrian Pine 5'-6' ht. 24 cost. OR ouercus rubrum Northern Red Oak s `` ` I.11� 2 "-2 1/2" cal. 15 cont. SP Syringa patula 'Miss Kim' 'Miss Kim' Lilac^ ' �` 18"-24" ht. 28 cont. %VC Viburnum corles# Korean Spice Viburnum . 18"-24" spr. 14 cont. VP Viburnum plicatum 'Shasta' 'Shasta' Viburnum " , ",,l �° 18"-24" ht. 93 cont. r- A p O Nw $00co c�P 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 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. I 12=`;-9cfli REMISE PLANT LIST MHA 1 11-17-98 1 ADD NEW PLANT LIST MHA \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0, DATE I DESCRIPTION BY• .. - `r.- - ,x- .i., . 4. ;N{ t 'f' - Y' . 1 .t, t ff �).. - .: ..1r 1 ;v 'or►•;!.j:..• ;-�sr r•,. L r rR`:: .. �.:, 4 _ - - k.. _ ?- �•c-.: «,o p I+'11:{r��r �*. �.. i-.fir: :rr y,. s < "t• o ' 7 .gyp r a ^ Y .1: .b,,' .'� 1' {' . i' ,:. x r. �. A � �y s N a4. i f �' f w R Y ' y{ •f ' L~ �`1P l• li t 1 Y'+• r' �' r fir' '�I, i -Y" i` v' °3'"- _,,I., . . �. L,. y., ! fF.' I 4 ) 1 4'�.' O. 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PREPARED FOR: o L AN03C APUR E DE7A LS PLANIMETRICS k B & M ENTERPRISES] Landscape Architects • Development Consulting 1131-- 1i-- a LVnln- ^.On S..I tin- - - - -'- - V g DESIGN: HA DRAWN: MHA CHECKED: HA eU R W U N U RUAD 136 Simsbury Road Avon, CT 06001 JOB NO.: 98-1123 DATE,` 9-16-98 Phone: (E60) 677-5267 Fax: (860) 674-2693 DRAWING NO.: D: I AJ081112J1 I12JLP2.DWG SOUTH WUNDSOR CONNIEC TRCU T