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97-41P_CUTLER RIDGE_AVERY STREET
i EJ% cR oSS, N G N68'40'07"W 190.00' •Ico•An'nQ"w A1��•i ri'�i w ABUTTERS LIST NOTE- ALL ADDRESSES REFER TO THE TOWN OF SOUTH WINDSOR, UNLESS OTHERWISE NOTED. ASSESSOR'S MAP NO. 79 ASSESSOR'S PARCEL NO. PROPERTY OWNER MAILING ADDRESS 15 OPEN SPACE - TOWN OF SOUTH WINDSOR SOUTH WINDSOR TOWN HALL 16 PASQUALE & ANN TANSEY 22 EVANS CROSSING 17 JOSEPH & ELPHEGE WINFUL 32 EVANS CROSSING 26 ROGER L. & NANETTE R. DAMS 35 EVANS CROSSING 27 MUHAMMAD M. & ZEBUN N. 1SLAM 25 EVANS CROSSING 59 AZMAT & MAHMOOD H. YEKTA 117 WEST RIDGE RD.- WEST HARTFORD, CT 06117 �• 60 MICHAEL F. & CATHERINE SCHACKNER 229 KENT LANE 61 PETER W. & MARIA C. KEILICH 239 KENT LANE ASSESSORS MAP NO- RO 1 STEVEN KOUSOURNAS & MARIA GAMBLE 15 EVANS CROSSING 2 RDWARD A. & PATRICIA A. GREAVES 815 AVERY STREET 3 LINDA E. TEDESCHI 839 AVERY STREET 4 SUBJECT REGINA M. BLOZIE 860 AVERY STREET 5 \ KFNNFTIA Pr CTFI I ASILLA AAf i IfdTr)rw A19 A1�AV CT[JCET 6 DEWAINE E. & LINDA R. MIGHTY 11D RIVERVIEW DRIVE EAST WINDSOR, CT 06088 J 7 �� FRANCIS J. & JUDITH A. ALBANO 796 AVERY STREET 8 EDWARD J. LANDRY & SUSAN C. VALLEN 788 AVERY STREET RR ZONE O U 9 \ STEFANY SOBISKI 780 AVERY STREET Q — 10 WILLIAM E. & GERALDINE W. NUGENT 17 PINE KNOB DRIVE Ln 11 RONALD A. FINNEGAN 31 PINE KNOB DRIVE i- 12 LINDA A. BLOZIE 7 APPLE TREE LANE {— 13 MICHAEL HERNAN & JOYCE LYN CLARK 15 APPLE TREE LANE 14 ROBERT P. & MICHELE FERLA FLEET 21 APPLE TREE LANE 15 WILLIAM H. & MARIE G. BARON 29 APPLE TREE LANE 16 CONNECTICUT WATER CO. BOX 511, CLINTON, CT 06413 93-7 17 PETER A. & JANET M. FERWERDA 61 PINE KNOB DRIVE 18 MARK & LORRIE A. COHEN 69 PINE KNOB DRIVE 19 ANDREW M., JR. & EVELYN D. KRELLER 75 PINE KNOB DRIVE 20 JOSEPH E. & MARILYN J. SCHOEN 83 PINE KNOB DRIVE 21 ROBERT V. & JANE M. MAHONEY 91 PINE KNOB DRIVE 22 JASON D. & KATHLEEN A. RACE 99 PINE KNOB DRIVE 23 PAUL H. & IRENE H. HINDLEY 107 PINE KNOB DRIVE 24 MICHAEL J. & DARLENE EGAN 115 PINE KNOB DRIVE N65'11'24"W \ N67'46'09'°W F 25 JAMES M. & CAROA G. NEISWANGER 123 PINE KNOB DRIVE F 26 WILLIAM & MARY A. ROMEO 131 PINE KNOB DRIVE 139.43' 724.32' 27 HELEN L. WELCH 3 HURRAY ROAD 28 ROBERT A. & SUSAN E. DOWDING 11 MURRAY ROAD \ 7Q IAAICT 1 [-Alr[` UAIVG f L. G1VCJ 25 MUKKAT KUAU 2 05a\ 30 PEGGY THERESA GROSS► 37 MURRAY ROAD >UBJECT PARCEL �� 'c�. 31 CHERYL J. MADER 47 MURRAY ROAD 32 GEOFFREY DAMD BENJAMIN LIMIT OF WETLANDS — �. 34.39 ACRES & DAWN MARIE CYR 57 MURRAY ROADM 46 ROBERT B. & LINDA W. BONNER 52 MURRAY ROAD 47 WALDEN M., III & NANCY C. POWELL 42 MURRAY ROAD 48 CARLOS & NAIDA CRUZ 32 MURRAY ROAD 80-4 49 KATHLEEN A. HANSEN 18 MURRAY ROAD F 50 ROBERT A. & GAIL M. RYAN 6 MURRAY ROAD 51 THOMAS E. & NANCY HINDSON 159 PINE KNOB DRIVE 52 THEODORE W. & ROXANNE L. HINDSON 167 PINE KNOB DRIVE )PEN SPACE 56 DENNIS T. & SUSAN R. SCHWALBENDORF 17 PAM LANE 61 ROBERT C. & MAUREEN M. REAULT 160 PINE KNOB DRIVE LIMIT OF WETLANDS 62 ALBERT J. BARNETT 146 PINE KNOB DRIVE 63 DAMD E. & CATHERINE R. LEVESQUE 132 PINE KNOB DRIVE ' 64 DONALD J. PAPARIAN, JR. TRACY J. RABBETT 122 PINE KNOB DRIVE \ 65 FRANK P. & LORRAINE PAPPALARDO 112 PINE KNOB DRIVE 66 NORMAND R. LUVERA GIRARDIN 104 PINE KNOB DRIVE WETLANDS AREA 67 LEONARD D. GINGRAS 200 GOODWIN STREET EAST HARTFORD, CT 06108 68 RALPH & LEONELLA GIANSANTI 82 PINE KNOB DRIVE 69 WILLIAM J. MAHONEY ` 17 HIGHLAND DRIVE 70 FERNARD & LINDA M. RICHARD t 25 HIGHLAND DRIVE 74 CRAIG B. & KATHY R. ZINN 15 ROY ROAD 75 SAVERIO & NANCY MAULUCCI 1 20 ROY ROAD 96 RICHARD J. & ANNA WASSENAR 24 HIGHLAND DRIVE 97 CHARLES C., JR.. & EDITH P. GRASSO 4824 WINTON CIRCLE O O l t �1 98 ALAN R. & LINDA A. LUSSIER ' ST. AUGUSTINE, FLORIDA, 32086 52 PINE KNOB DRIVE 99 OTTO & IRENE M U 1 E CC 5 PINE KNOB CIRCLE 113 PETER & CAROL HANTZOS 779 AVERY STREET 114 GERALD S. & JOSEPH KRYSINSKI 218 PRESTON ST., HARTFORD, CT t 2'WIDE DITCH ASSESSORS MAP NO. 93 TO BE INCLUDED IN WETLANDS 7 RONCALLI INSTITUTE, INC. 1 P.O. BOX 427, PORTLAND, CT \ -.r. •! 8 JOHN R. & RHONDA D. WILSON 1 926 AVERY STREET .- -`=•.a��'----`1�. n RANlDv M. nAMrLA J. OLSON 904 AVERY STREET 10 GLADYS L. & DAMD M. BLOZIE & CYNTHIA ROBINSON 1 882 AVERY STREET JOSEPH C. & ANNE P. DRUZOLOWSKI 859 AVERY STREET \ \ 12 KATHLEEN M. CHARBONEAU 871 AVERY STREET O 13 THOMAS R. & DEBORAH L. HAYNES 879 AVERY STREET \ \ 15 JOANNE A. JAQUISH 897 AVERY STREET \ \ \ 20 ORNIFAVOR of AINAGE EASEMENT 16 JOSEPH G. & KAREN L. HENRY 903 AVERY STREET .. w CTl(`4J •ccnrleTcc 17 11 18 C(1DDWI A Wr l Ir7V A .....1 1 1,1� .11Ll IVLL/1 DOUGLAS A. & LORI K. WELCH n„ w i.r-nv c- rnrr r ZVII Avr_mI afmrr_1 �25 AVERY STREET %D 1 22 CHRISTOPHER A. & LISA A. ROBBINS AMATO DRIVE 23 ROBERT L. &CAROL L. GlGLIO 195 KENT LANE 24 RR ZONE ALFINA MARIE NERI 295 KENT LANE _ _ _ r-- 80-67 80-66 4E6�,5_ $0-6_4-_- ___ _. . r 80-69 NE N0. 344 ' al• a . 9344 '1640 asu TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VAUD WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL !li�i 'Ti WI DOM CON ECrICUT • WRSM M. ALFORD,. R..REA L& DATE: JUNE 3, 1997 SCALE: 1 IN. = 100 FT Lu W u- V w V-1 � w � W O Sheet Ld w F5 Q 0 co 00 z o \ �� „„- GRAPHIC SCALE P ZU L UIVL 100 0 50 100 200 0 ( IN FEET ) 1 inch = 100 :'t. IOF11 P: M96066 D: M960660A FOLDER: MANNARINO FILE: ►AANNARINO-AVERY It of; —()FA \ N /� RONGALU INSnTVT� INC, Kf -2 '`, \ `rT' �tAPHIC SCALE w w I I 3 �0 \ 40 0 20 40 so 1s0 N 1 - p U) (. 107741N SHADED AREA, A,S ON AS FILL MATERIAL lS PLACED, AREA SHALL BE SIfFOEO WITH ANNUAL RYE AND MULCHED. THEN, A TRACED BULLDOZER SHALL ( IN FEET) 1 ` 334 \ I .\ .` RUN PERPENDICULAR TO SLOP TO "CLEAT" THE , 1 inch = 40 f `,ENURE AREA. `; a o z � am z t o o- _- y z c>' w NOTE- EDGE OF WETLANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIENNST, ( 328 `` 3�R3 �` \ \4 FROM SOIL SCIENCE ASSOCIATES, IN APRIL, 1990. 1 "� I ` A \ \ LOCA77ON OF WETLANDS LINE HAS BEEN TAKEN FROM A PLAN ENTITLED 4 0 ; o tr \ I i \ `'` \ \ \ \ "MAP PREPARED FOR REGINA M. BLOZIE, et al, AVERY STREET, SOUTH M it `\ N M �` 26 `% `` \\ \ WINDSOR, CONNEC77CUT, SHEET 1� 1, BOUNDARY/TOPOGRAPHIC SURVEY, 1 ►7 ►7 \ n1 t'�cV ACCESS TO OPEN SPACE :SHALL BE \ DA 1Z. MAY, 1990, SCALE. 1 /N. =1 M0 FT., DESIGN PROFESSIONALS, INC., wM 4 \ \ o'`� N DESIGNATED Wf7H SOLIT RAIL FENCE \ WFOF11 CIVIL ENGINEERS-PLANNERS-SURVEYORS-GIS, SOUTH WINDSOR, CONNEC77CUT" Nn Q Fp ' fD=314 AT BOTH ENDS AND 4" TALL 1 QEr � ``Z J I 0 M ¢ \t \ - - ERALD GREEN ARB N7AES, AS SHOW1� %\ \ 14FJF12 \ ` 1 L�` M 7 ?}k15 85 \ R ROUND U o¢c co w z ` ``\ 1 4 50 t ', / 3 \ \ AO ROAD (SEE DE'TA(L) IN, Wf;{F J3 a Q N Jd uo o rr z a o. w w a v wO (Zn 0 0 LL o J O Va � K _I Z o w o n o o_ Sw Wv > Z q w U Q ~ U V Q p V U p N j j Uj 0 0 coy a l o LLI c w w 3 ,a z o �w a ai= t lip I 3420 N\`, x\ C6{12 I W c� o Z CB{13 �`` ``$ ` LEl'EL SPREADER LOCAISHOWN ON OF PROPOSED EASEMENTS ARE SHOON THIS PLAN. SEE SHEET 7 3 ►�-� N � c�� a ``` t �► ` \ $+ \/ 1 , iM1F 1 5 '. - - -- FUR CUMFU IE DESCRIPTION OF PROPOSED EASEMENTS O � - W C) N Z TOP= 300.5 a to v c� t N \ ``♦5 = t AND DAND M. BLOZIE ' ` ``` \ _ a s a I a , N/F GLADYS L. \ I UI m \ \ `� WFA7j,_% '" - -- ---- \ BIOFlL7ER AREA 3000 L ~o w o o p M O t ; AND C7N1N/A ROBINSON , - �` LEGEND _ I WFfF9� = o ~ Ii 1 I o 42\, EME7P(�ENC .�r-8 fL4RED EA1D ,3 o p a w W v� w 14Q I p 62 _ ` SPIiI WAY `� 8' FL=300.5 PROPOSED HOUSE 3 U w n o c� z v: a RAMP . a 08,0 LOCA770N, SIZE AND SHAPE ARE SCHEMA77C AND ? o o - a t 5 0 t / 5 \1 ti I � I . r �� MH \ wt774 RIP -RAP PLUNGE POOL REPRESENTS I75 SUITAB/UTY FOR EACH LOT z a uwi r� z vwi � c� w 8 `\ _ ..%....:.. PLACED AT OUTLET w 5 w s z 5 ^> 3 ... � x w o x ,I I w W =310. - rtl►#7 TEST HOLE w a oc Q w m x z a a �L `.. - �7 (SEE SHEET 4 FOR DATA) w 0 t v ! 3 , \ ` ' Ca -c• y l ` 52 1500 A.D. S O 3.0X PROPOSED BASIORM DRAINAGECATCi i rnN aj w t y t1 L , A '`\ Q/ `t �� �Q o , . - -., _ _ WF1 17 m `� r- '° N I Q S tt r t / - _• `jEMpY DE7ENUON BASIN OUTLET 5 PROPOSED SANITARY SEWER I o I i j I 1 1 j o �1�8 • 0 1 �. ��� % :`•� _>> P1P ` TF=307.0 SAN. AAN. SANITARY SEWER MAN HGtLE rn rn rn o, rn ao ao r, m o 352 N` 4 �{ / ALO 9 -_ \ ` ., . 1 . i FL=3 .04 0 120 OPENING FL=303.00 ....... • '< 15"0 F/ OUT= 302.04 of � `,G � � ''p'9-y, G'F�p • ♦,,, ' `- ' ,� � Wf',�18\ ``, x331.5 EXISUNG SPOT GRADE t 2.8 5 3 +0 S9 ,�� ♦S`�. \� , i3! , 331.5 b rrry m c� `°t 0 53' k O '' o ,� 'I' `• ,� �, \ 0 Derr+' F R PROPOSED DETENTION BASIN x PROPOSED SPOT GRADE t - -- s 35 E� 2 3y ! jp \. !_ .��, T� • p. 1'-RAP �` \ \ TOP 309.0 ''�� ® COW`9,� PG PLUNGE POOL \ 774E AREA OF ELEVA77ON 303.0-------33,2----- EXISUNG CONTOUR a`"t M. ALF p3 Pot ��E 3 k3 ` 3 S Z y ,, \ �,t�, . c? ^. �`, ND BELOW SHALL BE PLANTED t 3a z t 36 fd ALE 354.0 G 5 L� 3 C@AISIRU ENFANQE •4 v 56.5 RFD C1��/ TA: `3f 64 .s --- PADi R PHA /yy� .,\ `'+\ \\ o o F19� DE ION BASINI CA SHALLBE USED``!4S A 332 --_'�� PROPOSED CONTOUR t Q j 54.5 `�sY, yP h0 '. :: ` \ \ �j. . 3 may` \ \ ♦ \ 1 TEMPORARY SILTATION BASIN. p GARAGE= 347.8 0 \ y �, o \ \ INSTALL TEMPORARY OUTLET PIPE. PROPOSED DIRECTION OF SURFACE WATER No. R�.iz PROPOSED GRADING AND t t , EMENT '": \ ` \ \ \ (SEE NARRATIVE ON SHEET 4) 4 CLEARING ALONG AVERY 15 BASS a346.7 �� k+ yg�Y / �eF yP y o \ \\.`. . . . . .`. . . . � \\ v'� •CENSe�': ' f t / 1 t FD AR-4 ,1 ` of 6� �� M QD �\ \ 20 ``, PROPOSED M/RAFI FABRIC FENCE...... STRk�'T SHALL 8E DONE r 1 AN. Fl-= 3 / .,• • ..•: �rpA•/ � \ .�•. .'a \ `\ '\ o 'Le '� • TO IMPROVE SIGHT.` 9`9F' 4 ��'� ro j %/� \.`,. ) \\cw \ O ` ,\ \ �V1j• u? DISTANCE AT 774E PROPOSEp� - - - t ( �` - �" EXISUNG BU/LDl / 3a2 'a 4 \ 34Q c `.� \ `.\ \l \ - S - PROPOSED SANITARY SEWER LATERAL ROADWAY IN7L7�SECUON. ► ? ► `\ ... (TYPICAL OF BOTH SIDES t t 1 / - 354 -- [ 5� co TO BE RSWOVED �, / a 200 �2 ` y ` \ � � � W `1' : ` t `t 1� \ �snr2. -\ t'•==-' a A `'? \ ` , . cA. ✓p• \; + PROPOSED WATER SERVICEOtr �N{yi '�iy OF INTERSECTION) t 1, 5 \ 20'� �. / ova 7F 34 .9� 9> \ ` �2�� y ,� F•. 1 \ \ ��� ,,,...,..jj'�., x WF/2 WETLANDS FLAG AND NUMBER CVICT CAA/ f/LI '�6 1 ♦ �i ' t Iko1, �' `� n \ \ \,i•�\\ ,♦�-2�.�..\` 1 ` `�_ ` `\ ` \, ` �\ \ \ .� TOmmu wAln ROW L►r `•J -�`�f `� MINIMUM HEIGHT = 3 )I% 7F=354:65 1 ` .. .. AND AINA FL=345.65 t t - p8 06 / `\ '��, • \ .\ w T THE \ S=360.0 No. 9344 t `` 300 \ fLOWiINE OF SANITARY SEWER LATERAL _� 350.6 �" R�Zo2 \ �0 \ \ \\ �• `. j SO WI SOR AT 774E MAIN TINEICE'rAs�°•'''aaOF ,WF 23 NOTE LATERALS ARE 6 0 AND 2.OX MINIMUM�q!!., a°�♦ ``\`, '� •.� 0,S U ROE 2' \ ,` .`� `7O\ `` FLOKJNE OF FOOTING DRAIN AT MAIN LINE 7 a'5s" C ? - / \ \ a r, `' \ ` NOTE FOOTING DRAIN LINES ARE 610 O :' h:n: i5OA6' E��' ��o , L - / �,� Ss 3 \\ \ S3 \ \\ . i ' ,\ \ MF/F25 TO THE BEST OF Ml' .> cn R=7.5' SAP . / f, OPEN SPACE i / 'A cr' \ 1.3 I \t KNOWLEDGE AND BELIEF \ . `` \ UTILIZE EXISTING ROADWAY FOR ACCESS THROUGH OPEN SPACE .. .... ""i" " 513 1 s+ F` F •�. '` \ \ `. � \''� ca' �Ol. "::•.:. .. ``tyf•,* \ THIS MAP IS SUBSTANTIALLY t ``. CONSTRUCRON t ` t ' -::: ' ` 9y� yt�` \ �` ` ► >' \ CORRECT IN ACCORDANCE TO BE DEEDED TO 774E CUTLERS RIDGE o \� 'L \ �'' \ ' /FD=335.0'`: I WITH CLASS A-2 AS DEFINED ENTRANCE PAD t �R=30' R-100' .--• M •2\\ >`\� `�'�, \ \ `�\ �$ 1.8 \ o �a w/ t Fi oa 07 WF 26 \ HOMEOWNERS ASSOCA177ON 1 FOR. PHASE 1 ; t or I✓" 6 0 P!N a v' �R 1 m \ \� w , i W/ R!A-RAP \ \ BY C. A.L.S. . t \ __PLUNGE POOL ` ' \ o \ .' �\ . .� \A .� N ` :.\. ,\ ` \ �j JF WJF27 '� \� L.S. NO. 9344 / �• c\I '` ''a O 2 $ w rn � ` \' \\� Cn rp �, 1 `` (� WF 28 ` 3475 � �` t -- --------35 � 4n � .0 _.--•� � -� � / \ `` ` \� `. � 9 \ �'. �� . . : .\` \\ '` j � \ � ` Nis \ `` Fr- 3�6.0 54.0 a o \ �, �\ w `R \' H 1wf-30 356.0 3� GARA(' r 347.3 /� 0 \ \� `YS �,, �� , v, ✓�, , ?�\ v?� , ` r'oi314.2 ='=\ \ \ NOT VALID WITHOUT A LIVE o , SEMEN �\ rn \'` ' 1 `, �'' 1 FL=309.53 \ \ `\ SIGNATURE AND EMBOSSED SEAL. z , Z A w tt t I 358.0 B Ft.= 3 4q.6 s \ �\ \ 2 �\ ZA 0 FUgN 3 v �t� 346.Q -- -- _._ -.... �. v, _ -a t`, tt o t A GE 356 S FL= 54.0 vrn v / \ \\ \ \ - - -�--`�-----------, _ _ \ oo \ s r , T- 349 3i w / 3 i,t \ _ \ =�- --- \ t 0 -, , BASEMEN \ " o r1 c� v� / f \ a, A I FO FL. 348.2 ; 0 cn\ \\ \\ q S \ �y 34 .5 \ 0.\ ' ..-, t � ,-� ,I I r �/n ` SAN 346.7 354• aw 35.0 � `` • \\ W � W w M°� Oi `\ `.�' . . `�. •�`,. . . . . . . . . `` .� . . . . . . . . `\ � \ oa \ . . . . ....... �9^�:, . . . . . . . c_, ^ •,,,� . :� . fD=25 I' i ' 352.5 w ?r� �:`s . ,�� r:� 1, .\.h�I. \• ® '` \� \ - t tI 36 >� MAP 353.0 TEMPORARY O \ \ O' stp� �, �/. .� .. FD-33T:0. �`.a \ �! t srocKPiLE \ t� j... 150 { \ \�\ \ ` 9�'2.S'�c.F\. . . . . . . ,. >,. �; O. \ \ •c:RGtir EXISUNG , cn \ 353 7 �/ `\ ` \` �'F T 3� ,�' 1 7' 32,7 3 \ U0, \ `\\� >��, ' 2' -� \ ,c. `�i `\ \ WILSON M. ALFORD,JR.,P.E.6 L.S.rri , I , REMOVED vain , t�•--- \ " `, �� / \ \` �" ` Q,. �, t 41 ,! +\ / J 52 i .. \ \ �0�3, \� o ...� cq�. s�60 . .T3StS GARAGE=• 336:5-, - `'4 _ MH>4'`,�-/ w \ 9 1i�0 ' '4�F. .. ... WO l4ASEMENT=327 n -- tt !1 350 / k \ o s, ``tip\```i� 'Fs'` �'qS `3?(g = 2&.7 .AC�F.I� ?ma's i DALE: DUNE 3, 1997 r.EN)Er,LINE CF �\ ; , I _ �!-j _ i \ o o O E''f7 O FD fZ 3 \ F 3 1 CISUNG PAVEMENT r r { ; ' ; ✓ \ FL=331.97 ; �� \ - 3' \ \��o ` \,S�.3 V7� SAN UM Q `� p U`o �il'``?'P • ;• ; O <. 15 I O "� 5 9 3�r3 P PRE UIRED _?� 8 I �i f 0 \ \ Nd, \ �!\\EM AR7C �\ \O s.j� ' 336'.5 3 YijO QG/ 'v SIiALt: i . = 4V FT. EAST SIDE OF EXIS77NG I 1 / ; SAN. A�N1 r ._... LE `� PAVEMENT TO BE WIDENED 7i7 t ', , t 36"O MA E IF=349O0 ---- :............./ ( %� _ N` _r�- t �� i _ �`t I ACCESS ROAD SEE DETAIL 15 FEET. { , ♦ FL-331�16 ..--- 350 + '1rA,11\ , Plti�iPOSED IMPROVEMEN7a TO _ ' -- - -51.0 BE COORDINATED i417N THE , / .,, .... "�w�� / '�` X'��ti \. ` � �, q 343. / 336. \ i ---312 to TOWN ENGINEER p ,.�.".."_/ _ _�3+s q �. ' ,! �r I SAIEi':`• sS �c�PPc' ice= `3459 / W 6• --- - YZ O ^ \ 345. 344 4 \ / ' \ - I _ C U " t `'✓ `` ry "3 �- \ (' / , ..��'/' `� /� _ • r___ '.�\` av w M/9rLc?h �\ h° , d ` --__ -- ='`„ _ii5%.=300' CB jZakv- . ``r ♦ I - 3 U TO BE REMOVED "� ? "�' "� / \ s1. �' 19>4 R�'rsa' 33�s s o i8 2a� �j� ' 1s N 0 cn I "� Q �� 349.2 S 3� /kOMo �A\?, h aoo \ .� %, 336 0 0 1 z EXIST. SAN.MH t S ( y J c�/ �j+tv / �o ��. \ h� < 4 3435 \ ram., a 0 7 �F.1 TF=33253 ` '` `^,o�RP6'' m `` FL N=328.03 t It I 36"� MAPLE �'� / _� / a ce f / t' \ ¢' S4'13sS- ` 8 `` / 20' t JIM.7 �� I� cr C- zo9 IZz u 348.0 \ o \/� \ �. \\ •ilia r (� _0 +I LT `\ 1 \ ` \ �. %' % \ \ kIt /J q(�• / ''''�'' rn �' r 334.7 Y _ I _ (n .7 \ ?R ,� ,P' \ 6 8 ti S �` RIGHT R=700' `. 7 S`` ``. 349.7 ` 35f.4 A 2 ' 3546 \\ R. p - y"a 337.3 / �' R� 1 �i�' / ` \ '1 �` 0 CBS 40 3 �.90. S R--4 30 3�6 ` 335 8 �a� �+„ (n O ! I V 'yk% t 347.E S MH,f9 h 35 350.3 350,4 p,aemoo" ' Q` ,/ o ` _ 3351 // p �3�aO W t%/� �4, v� O �`\ - \ w , A /� h �i V �1 `-� LL1 �. \ w%r t eFr i N 0 2 w 81 '•s9 / % ��'9S'Fif�F 6,� \ 3ySg s ^' 6 _ ` v N ` \ -- _ _ 3 S ` �, 348 0 34s 2 O 349.7 i5 S 3�>3 345. It `, ``` •� \\ r \ 5 3St2 ' �° 15 ic;� \ 334.3 / Q �{ I SA3 * s w \\ ✓ ✓ . G 35� 5 346.0 \ ( 1 CL 11 S`_\14.9 g \OwN�w t tt -1t e'yENT 9.5 FF= 348.0 ' 35 3�k0 3s3s �y S,q/y 341, j 428 r GARAGE=346.0 `✓ s . s _ r 342.0 34�.0 J34. W F- t 1 p 3q� ,34 BASEMENT FD FL= 338.2 FF= 344.0 O w t II I 1 �. \ \ v \/'- ` a . \$, \ I I _SAN- Ft_= 336.7 ! \ _ GARAGE= 342.0 \ I .3, W t If t' `;SIN T. 5 =,=�,...-- \ \ �\ ♦:o BASEMENT= 335.3 \�, '`� `_'\ lb `tI i 11 \\ ` 35 .0 351.0 35D.0 \ % `�' `\ 346.0 346,0 FD FL=334.2?- . i \� 3 %353 0 GPRP�EE �� II \ \\ 'f9 0 , 5 l 6 40.5 SAN. FL 338.0 r N t FF= 355.0 2.1 SEM 34�' .� O 342.0 342.0 U 1 gA a6 _ q . o . GARAGE= 353.0 1 \ fp F�-' 3 345.5 1 tI 5a I a, \\ WO BASEMENT=346.3 ► FD FL= 345.2 ✓y - 5 ' CMk SAN. F7 345.0 35.0 a 352 a. t It 345.8 ! - •-- - s �� w-------------- 354 --- - -------------- 1 9.� 0 y 1 i, t. \ - _ � 9Ef EXIST. SAN. VH o \ 7F=309.84 GG o �{ ,1 ' I - 3� APPLE FL=300.64 I 1 I�E� 523 N/F KDVArETH S7ELLA MCLIN117GiY '` _, N R" N NlLUAM H. MARIE G. BARON I TREE LANE �` \ N/F CCIVNECUCUT WA7D? COMPANY + NyY MARK & LORR III ` N -352---- 35r I OF 11 I ` iGCC�� N/F' ✓ASON D. & E A. COHEN \ N/i ANDREW M., JT & EVELW D. KRELLER NA JOSEPH E. & MARILYN J, SCHOEN N/F- ROBERT V & &WE M. MAHONEY KATHLEEN A. RACE P: M96066 D: M96066SI FOLDER: MANNARINC FILE: MANHARiNO-AWE RY it (GRADING) 96-066 N11Y RONCALLl /NS777UTF, INC. GRAPHIC SCALE w 3 �O 40 0 20 40 80 160 z WTHW SHADED AREA, OCIN AS FILL MATERIAL IS % PLACED, AREA SHALL BE StEDED WITH ANNUAL RYE 0 Z qKED BULLDOZER SHALL AND MULCHED. THEN, A IRAIN FEET 334 '\ w 4% X % RUN PERPENDICULAR TO SLOE TO "CLEAT' THE I inch = 40 ft. IL Lj (L _j Z Air) ,ENTIRE AREA. 11 % I % WOF4 NOTE- EDGE OF WETLANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIENTIST, PROPOSED GRADING SHOWN AT CUL-DE-SAC REPRESENTS 32 SOIL SCIENCE ASSOCIATES, IN APRIL, 1990 FROM LOCATION OF WETLANDS LINE HAS BEEN TAKEN FROM A PLAN ENTITLED U') HOW THE TEMPORARY CUL-DE-SAC SHALL BE GRADED. 4 01 T-, "MAP PREPARED FOR REGINA M. BLOZIE, of a/, AVERY STREET, SOUTH OF THE PAVEMENT SHALL REMAIN INTACT AND THE WINGS W?NDS0R, CONNECTICUT, SHEET 1/1, BOUNDARY/TOPOGRAPHIC SURVEY, ;�?CFS_q in OPFIV AdA y icon SCALE y w -inn PT nr-ci,-Ai wr NN _q�Al qF- A T TIME OF ROADWAY EXTENSION, THE MAIN 26 WIDE POR 77ON SHALL BE REMOVED. THE PROPERTY BETWEEN THE T 17, 7 TEMPORARY ��PAr�P I DATE I" Lu WF/Fl I CIV7L ENGINEERS-PLANNERS-SURVEYORS-GIS, SOUTH WNDSOR, CONNEC77CUT" --'ENDS AND �'--4' TALL A TED Al TH �kl' T RAIL FENCE =31,f.0 OWNERS. REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE V) .0 0_�F'p RAL "I <,< RIGHT OF WAY LINE SHALL REVERT TO THE ABUTTING PROPERTY TBOTH 0 GREEN ARBORVITAES, AS SHOWN\ li CUL-DE-SAC RIGHT OF WAY LINE AND THE PERMANENT Il z A cznIll < SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING 77-IE ROUND gem 1.1- -Z I Z�'Clla e A I CUL-DE-SAC ARE REQUIRED AT 77ME OF STREET EXTENSION. 4 50 AQROAD V(§EE DETAIL) ------ WFF13 , NOTE TC' o w o z 0 in 2j 44 9: At z 0 , z 0 2 < _j Li (n I o z < LLJ C3 _j w z LAj < D LLJ z LAJ 0 8 < L) LOCA77ON OF PROPOSED EASEMENTS ARE SHOWN ON THIS PLAN SEE SHEET 7 :t 0 LEVEL SPREADER z Lx Ce % 1, TOP= JOG. 5 w 0 '7 FOR COMPLETE DESCRIP770N OF PROPOSED EASEMENTS En BlOnLTER AREA JOOO �-z W 0 N/r "YS L AND DAVID M. BLOZIE M Lu (n on 2 m 0 1 1:2 AND CYNTHIA ROBINSON I Z KC LEGEND I ;s . cl EME� WC _j 5pfZ FLARED END fJ a WF16 PROPOSED HOUSE FL=JOO.5 0 z WITH RIP -RAP PLUNGE POOL SIZE AND SHAPE ARE SCHEMA77C AND w uj uj 0 1 6' LOCA 770N. R a MH La REPRESENTS ITS SUITABILITY FOR EACH LOT z (n V) 0 Z PLACED AT OUTLET r- 5; 5; 5: w TEST HOLE to. z (SEE SHEET 4 FOR DATA) < w Lid z PROPOSED STORM DRAINAGE 52- 1570 A.D. S. 0 J.OX 11 r, I` 0) CY) f" C6 CATCH BASIN Lu o q 2, IN IN C14 DETEN77ON BASIN OUTLET M4 1 7 rn .1 PROPOSED SANITARY SEWER 0 O ... 352 7F-=JOZO ....... SAN. MH. SANITARY SEWER MAN HOLE 12'0 OPENING FL=JOJ.00 v 1570 FL OUT= J02.04 I -A 'cool [3:5:2 11 1. x3ji.5 EXISTING SPOT GRADE PROPOSED DETENTION BASIN x 1 -0 ... Do PROPOSED SPOT GRADE iA PLUNGE POOLTOP = 309.0 THE AREA OF ELEVATION 303. 0 ------ EXIS77NG CONTOUR #7-l'Qv.l" AL. 2 lk. j , 'At 33 --------- 36"0 LE PAD U EMTRANCt ND BELOW SHALL BE PLANTED 2�\ % WITH CATTAILS PROPOSED CONTOUR J+ "A urlrfvlfwtv L7"iZ)Ifv arl.AiLL tir uzpru"q'�' A 23 Taw ?0** 4 C347.8 TEMPORARY SILTA77ON BASIN. k- I" FG�RAJG�E== 354. 1 _14 INSTALL 7EMPORARYOU77ETPIPE. PROPOSED DIRECTION OF SURFACE WATER NO. 9344 PROPOSED GRADING AND BASEMEN7== G AVERY =jltv- I (SEE NARRA77VE ON SHEET 4) CLEARING ALONG FL 'op STREET SHALL BE DONE FL= 348.4 q ,�el- % TO IMPROVE SIGHT SAN. 0 PROPOSED A41RAFI FABRIC FENCE DISTANCE AT THE PROPOSED, EXISTING BUILD PROPOSED SANITARY SEWER LATERAL ROADWAY IN7E s (TYPICAL OF BOTH SIDES TO BE REMOVED OF INTERSECTION) PROPOSED WATER SERVICE a, CONIV, f% 2 x OF/2 WETLANDS FLAG AND NUMBER 50 %1 EXIST. SA N. MH 6 7F=J54 65 V V, TOPSOIL WIND ROW I MINIMUM HEIGHT = 3' FL =J45.65 V, ....... No. 9344 AT THE MAIN LINE 013 FLOWLINE OF SANITARY SEWER LATERAL f7 W S=J60. 0 V 4y % ........ CONSTRUCTION NOTE- LATERALS ARE 6*0 AND 2.OX MINIMUM h \ , ♦ T : \ \ FD=J60.0 FLOWLINE OF F0077NG DRAIN AT MAIN LINE ENTRANCE PAD 01111111111111 . .... ........ FOR PHASE I ............. t NOTE- F0077NG DRAIN LINES ARE 670 A WF,4-25 TO THE BEST OF MY OPEN SPACE KNOWLEDGE AND BELIEF OF124 UTILIZE EXIS77NG ROADWAY FOR ACCESS THROUGH OPEN SPACE THIS MAP IS SUBSTANTIALLY TO BE DEEDED TO THE CUTLERS RIDGE R=15 _.rIn CORRECTIN ACCORDANCE < '2 HOMEOWNERS ASSOCA177ON WITH CLASS A-2 AS DEFINED 6"0 PINE 0 FLL--.=.07 *Fp�26 34 CRltQP _ BY C.A.L.S. PLUNGE GOOL WF,0F27 _LE oA/ L.S. NO. 9344 5 353.0 347.5 S_4 i�' N '�l \A 4. 356,u WF*4F3O FF::-- 354.0 AfH#1 J14.2 BASEMt" .2 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 356-0 GAF?AGE:� 3417 ry -5,r+u 358 Lf 4.6te F7 =�V,9.53 FF= 356.0 SAN 1 -+0 \ FL:= 0 f -10 X % 354.0 '3-52.5] ...... % % 36-0 P, KFA732 V TEMPORARY STOCKPILE CWL EAKWSERS 4 50 A WV41)WR CONNECT1= EXIS 77 BARN TO L�. -A WLSON K ALFORDoR.P.E.fi L& I t1 / 3> \ �F 3 �. ,? . \ L GARAGE- J365,.: .0 W Pol X\ CENTERLINE OF h WO BA SEMEN T= J2 X%' DATE: JUNE 3, 1997 FL F.D FL, j2�. 7'. EXISTING PAVEMENT \k SAN. PUMP REQUIRED 15 A) 01 1 EAST SIDE OF EXISRNG •SCALE: 1 IN. 40 FT, t -T • PA VEMEN T TO BE WIDENED TO J6_0 MAf�E _"CACCESS ROAD (SEE DETAIL) SAN. MHA -rro 15 FEET 7F=349. 00 350 4) '�'j A� A, STk-,4,+39.5-t PROPOSED IMPROVEMENTS ---------- BE COORDINATED WITH THE351.0 QD F- TO W ENGINEER. F- 06.9 0 3670 MAPLE 340.0 CB 7 zLz TO BE REMOVED U IQ- z 0 If Al LGH '300, '!,,S EXIST SAN.MH IN %• 0 V) 349.2 01 K FL N=328. 03 FL S=325.53 36"0 MAPLE34a ZA uj 0 al ILL, 10 4.4 % AN. Li- O 0 Q) U\ 14 336.7 JK' k(H19 " l 350.3 J50A T♦ A zz l LC 3F141 .0 Lu 0Q U) x 0 Q CL � 349.2 2 %\ \j Q� s 346.0 �6 to 351. 1 & 35 .0 \" FF= Q _0y_' 3�- 341.2,9 GARAGE=J46.0 , no 1. " 31401 1BA SEMEN T= 3J9. i Z' F_ LAJ Fo FL = 338.2 344.0 .1 {{ I { `�N� T5' �`f % ie& "N SAN 342. 0 F1 336.7 GE= 342. 0 I FF= )r 0� pr BA SEMEN T= J,35. 3 0 lj5j.OI J rjo- -01 FD FL=334.2 0 346�O z?--� v �-t Q t!t % SAN. FL= 338- 0 X { �� i i �o 1, -1, Gl"SEml 34 "1 0 9 FF= J55. 0 2.1 t4LZ �O 342. .0 \"u 50 GARAGE- 353Fl- 345.5 WO BAsEMENT=34-6-3 % L 345 2 7AIC f) % 17 N\ 410 4 % ways AT 'PG6 % 1 FD�-J�1.0 6 - (L2--------354 - ----- % 7 --------------- 352 ------------- Sheet 14 Olt y y Ny \y 7 --------- -- ---- EXIST SAN. MH - i_"'Ill it TF=JO9.84 FL=300.64 % % GG NI'Y KaWE7H & Ma.WTOCK N/Ir WLUAM TREE LANE At/r CONNEC77CUT WATER COMPANY N/�r JASON A & --I;r& A%V a BARON N/t MARK & LORRIE A. COHEN Nllr AACAIEW M., J?. & EMM YN D. KRELLER JOSEPH E & MARILYN J. SCHOEN NI*P ROBV?T V & JANE M. MAHONEY KA7?*.EEN A. RACE H. & A" N11p P. kjarinrrl r). 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ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WNDSOR, CT 06074 TEL 1* (860) 289-7055 "' " - a ot I 1 - I ro :r - *�1 : 3-mv' *� I'* NO. 9U4 eft : r� F�--)l ` , ;.* 3* N0. .. f_* �:,( .4 icetav&* a � suR4 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS D AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL . I i �iTTi r A z 1 DATE: JUNE 3/ 1997 SCALE: 1 IN. = 100 FT. I- n U U w Z O u U O U) C � Z Z J Q' FF 1 (r24, W �• f_A u o / _ �,3 0 0 Q W � J uj m (/y�� _ �`mi W ( O ,`- U � Q U o (�L ! � 4 R. z I._ k o � W � N it 2 Sheet 30Fll 0. "QJQf,w,r, n. &j=f\FRM-/ 7, ,"? C'" nvD- UANNARIKIA Clt C• "AuuAmun-Au Dv it -- -. .. ------ - . - 96-066 1 NO TES- 1. REFERENCE PLAN - "MAP PREPARED FOR REGINA M. BLOZIE, et al, AVERY STREET, SOUTH WINDSOR, CONNECTICUT, SHEET 1 /1, BOUNDARY/TOPOGRAPHIC SURVEY, DATE: MAY, 1990, SCALE: 1 IN. = 100 FT., DESIGN PROFESSIONALS, INC., CIVIL ENGINEERS- PLANNERS- SURVEYORS-GIS, SOUTH WINDSOR, CONNECTICUT" 2. EXISTING TOPOGRAPHY ON PARCEL AND ALONG AVERY STREET HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. IN MAY, 1997. GRADES ARE BASED ON M.D.C. DATUM. 3. EDGE OF WETLANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIENTIST, FROM SOIL SCIENCE ASSOCIATES, IN APRIL, 1990. LOCATION OF WETLANDS LINE HAS BEEN TAKEN FROM THE PLAN REFERENCED IN NOTE #1. 4. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 5. PROPOSED HOUSE SHAPES, SIZE, LOCATION AND GRADES ARE SCHEMATIC AND REPRESENT THEIR SUITABILITY FOR EACH LOT. 6. ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS OF THE TOWN OF SOUTH WINDSOR. 7. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION", FORM 814A OR LATEST EDITION. 8. NOTIFY TOWN ENGINEER PRIOR TO ANY CONSTRUCTION. 9. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL REGULATIONS. 10. MAXIMUM CUT OR FILL SLOPE IS 3: 1. 11. ALL UNSUITABLE MATERIAL DISCOVERED DURING CONSTRUCTION SHALL BE REMOVED IN A SUITABLE MANNER. 12. MIRAFI FABRIC FENCE SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. 13. NEW PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVMENT. 14. MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT ALL TIMES PRIOR TO CONSTRUCTION. R. All CI(`AIC CUA1 I ('()KIM-)QkA TTr)API711(`ARI F 7r)KIIKi(_ I?�(`I11 ATI(KP,- 1✓l'1Lt- JI VIVJ JI 1llL4 VV11 VI\IYI IV Ill 1 LI VI -I IJLt- LVIIIYV 1\LVV Lll 11 V1YJ. 16. THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN PLANS ENTITLED - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD COUNTY, PANEL 2 OF 9 AND PANEL 3 OF 9, COMMUNITY -PANEL NUMBER 090036 0002 B AND 090036 0003 B, EFFECTIVE DATE: MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION". 17. THE PROPOSED USE OF THE SITE IS RESIDENTIAL. 18. ALL STUMPS SHALL BE REMOVED FROM THE SITE. 19. ALL PROPOSED CATCH BASINS ARE TYPE "C", UNLESS OTHERWISE NOTED. 20. REINFORCED CONCRETE PIPE (RCP), CPPE (ADS N-12 OR EQUAL) MINIMUM 15" DIAMETER TO BE USED FOR ALL STORM COLLECTION PIPES. WHEN THE GRADE IS 10% OR GREATER , CLASS V CONCRETE PIPE OR CPPE TYPE S PIPE TO BE USED. MATERIALS SHALL MEET DOT FORM 814 SPECIFICATIONS, OR LATEST EDITION. 22. TREES SHALL BE FLAGGED IN THE FIELD AND APPROVED BY THE TOWN STAFF PRIOR TO CLEARING. 23. FOR SANITARY SEWER HOUSE LATERALS LONGER THAN 100 FEET, CLEANOUTS SHALL BE INSTALLED. SPACING OF CLEANOUTS IS A MAXIMUM OF 100 FEET. 24. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION OF SEWERS, UNDERDRAINS MAY BE REQUIRED IN ROADWAY. 25. ROOF LEADERS WILL DISCHARGE ON TO SPLASH PADS ON THE GROUND. 26. UNDERGROUND STORAGE TANKS ARE NOT PERMITTED ON THE SITE. 27. OPEN SPACE AREA SHALL BE DEEDED TO THE CUTLER RIDGE HOMEOWNERS ASSOCIATION. VEGE TA TI VE COVER SCHED UL E- ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. PERMANENT VEGETATIVE COVER: SEEDING DATES: APRIL 1 TO JUNE 1 & SEPTEMBER 1 TO OCTOBER 1 LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PEREfV VIAL RYEGRASJ 1 V o APPLY 1-3 LBS./1000 S.F. SLOPES: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: CREEPING RED FESCUE 46.6% REDTOP 4.8% TALL FESCUE 47.6% APPLY 1.1 LBS./1000 S.F. OR NE US WILDFLOWER SEED MIXTURE 50.0% CHEWING FESCUE 25.0% SHEEP FESCUE 25.0% APPLY AT 6 LBS./ACRE DETENTION BASIN: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: REED CANARY GRASS 80% REDTOP 20% APPLY 1-3 LBS./1000 S.F. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 1 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER - ANNUAL RYEGRASS 100% APPLY 1 LB./1000 S.F. IF FINAL GRADING IS FINISHED TOO LATE IN THE SEASON FOR ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED TO BE ROUGH GRADED, COVERED WITH HAY MULCH, THEN TENT CLOTH PLACED ON TOP OF HAY. TENT CLOTH TO HAVE A MINIMUM OF 12" OVERLAP AT SEAMS. STAKE ALL CORNERS AND AT INTERVALS OF 10' IN EACH DIRECTION. EROSION AND SEDI MEN TA TION CONTROL NARRATIVE- 1. THE SUBJECT PROPERTY IS A 34.39 ACRE PARCEL LOCATED ON THE EAST SIDE OF AVERY STREET, NORTH OF PINE KNOB DRIVE, IN SOUTH WINDSOR, CONNECTICUT. THERE IS AN EXISTING HOUSE AND OUT -BUILDINGS LOCATED ON THE FRONT PORTION OF THE PARCEL. THE FRONT IS MOSTLY AN OVERGROWN FIELD WITH SOME TREES. THE REAR PORTION OF THE PARCEL IS MOSTLY WOODED. THE WETLAND SOILS ARE LOCATED IN THE REAR. THE PARCEL IS ZONED "RR". 2. THE PARCEL WILL BE DEVELOPED AS A "RR OPEN SPACE" SUBDIVISION. THE PROPOSAL IS FOR 26 SINGLE FAMILY HOMES LOCATED ON INDIVIDUAL LOTS. THE HOMES WILL BE SERVED BY THREE (3) NEW TOWN STREETS. EACH HOME WILL BE SERVED BY PUBLIC WATER AND SANITARY SEWER. THE EXISTING HOUSE AND OUT -BUILDINGS WILL BE REMOVED. 3. THE MAJOR CONSTRUCTION ACTIVITIES WILL CONSIST OF BUILDING APPROXIMATELY 1830 LINEAR FEET OF TOWN ROAD WITH STORM DRAINAGE, SANITARY SEWER, PUBLIC WATER AND OTHER ASSOCIATED UTILITIES. THE STORM DRAINAGE WILL DISCHARGE INTO AN ON -SITE DETENTION BASIN. 4. THE SUBDIVISION WILL BE DEVELOPED IN TWO PHASES, WITH THE START OF THE FIRST PHASE IN APPROXIMATELY THE SUMMER/FALL OF 1997. 5. SEQUENCE OF CONSTRUCTION - PHASE 1 A. INSTALLATION OF CONSTRUCTION ENTRANCE IN LOCATION, AS SHOWN. B. INSTALLATION OF FILTER FENCE ALONG AREAS SHOWN ON PLAN. C. CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF -SITE. D. INSPECTION OF FILTER FENCES AND/OR MAINTENANCE TO INSURE PROPER WORKING CONDITION. E. INSTALLATION OF TOPSOIL WIND ROWS, IN LOCATIONS AS SHOWN ON PLAN. MIRAFI FABRIC FENCE TO BE PLACED ON THE DOWN HILL SIDE OF THESE ROWS. F. STRIP AND STOCKPILE TOPSOIL. PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR AN EXTENDED PERIOD OF TIME. G. EXCAVATE AND GRADE FOR DETENTION BASIN. BASIN MUST BE SEEDED, CATTAILS PLANTED AND BASIN STABILIZED BEFORE STORMWATER ENTERS. DETENTION BASIN WILL BE USED AS A TEMPORARY SILTATION BASIN DURING CONSTRUCTION AND ESTABLISHMENT OF PHASE 1 AND DISTURBED AREAS I.,VIV IRIBU IIIVG I V IHE DE ICIN 1IVIN DASIIN INS IALL TEMPVRAIFTY VU 1LE T PIPE. TEMPORARY SILTATION BASIN SHALL REMAIN IN PROPER WORKING ORDER UNTIL ALL CONTRIBUTING AREAS (PHASE 1 AND PHASE 2) HAVE BEEN STABILIZED. WHEN TEMPORARY SILTATION BASIN IS NO LONGER NEEDED, PERMANENT DETENTION BASIN STRUCTURE TO BE INSTALLED. PHASE 2 A. INSTALLATION OF CONSTRUCTION ENTRANCE IN LOCATION, AS SHOWN. B. INSTALLATION OF FILTER FENCE ALONG AREAS SHOWN ON PLAN. C. CLEAR CUTTING, STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF -SITE. D. INSPECTION OF FILTER FENCES AND/OR MAINTENANCE TO INSURE PROPER WORKING CONDITION. E. STRIP AND STOCKPILE TOPSOIL. PLACE TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL. MIRAFI FABRIC FENCE IS TO BE PLACED AROUND PILES AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR AN EXTENDED PERIOD OF TIME. FOR BOTH PHASES H. BOX OUT ROADWAY. I. INSTALL STORM DRAINAGE, AND OTHER UTILITIES. J. INSTALL MIRAFI FABRIC ENVELOPES AROUND CATCH BASIN TOPS. K. ALL MIRAFI FABRIC FENCE AND/OR TEMPORARY VEGETATIVE COVER TO BE INSPECTED AND MAINTENANCE PERFORMED IF REQUIRED TO INSURE PROPER WORKING ORDER. L. INSTALL ROAD SUBBASE AND BASE MATERIAL. M. PAVE ROAD. N. LOAM AND SEED SIDE SLOPES OF ROAD. 0. CONSTRUCT HOMES. AS SOON AS POSSIBLE, DISTURBED AREAS ARE TO BE LOAMED AND SEEDED. P. TOPSOIL WIND ROW AND MIRAFI FABRIC FENCE ARE TO REMAIN IN WORKING ORDER UNTIL ALL VEGETATIVE COVER HAS BEEN ESTABLISHED. IT IS TO BE INSPECTED AND MAINTAINED AS NECESSARY THROUGHOUT CONSTRUCTION. Q. BEFORE REMOVAL OF ANY SILT FENCE, EXISTING SILT IS TO BE REMOVED. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED TO ESTABLISH PERMANENT COVER. R. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE/REPAIR/ REPLACEMENT OF ALL EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING SURFACES HAVE BEEN STABILIZED. ACCUMULATED SEDIMENT SHALL BE REMOVED AS NECESSARY. GENERAL NOTES - 1. THE TOWN ENGINEER SHALL BE NOTIFIED PRIOR TO ANY CONSTRUCTION. 2. LAND DISTURBANCE TO BE KEPT TO A MINIMUM. RESTABILIZATION WILL BE RESCHEDULED AS SOON AS PRACTICAL. 3. GRADED AREAS TO BE LOAMED AND SEEDED AS SOON AS POSSIBLE AFTER CONSTRUCTION WORK IS COMPLETED. 4. ALL OTHER AREAS AFFECTED BY CONSTRUCTION AND NOT TO BE FILLED ARE TO BE RESTORED TO ORIGINAL GRADE AND SEEDED. 5. THE TOWN RESERVES THE RIGHT TO AMEND THE EROSION AND SEDIMENTATION CONTROL PLANS AS FIELD CONDITIONS MAY WARRANT. 6. FABRIC SEDIMENTATION BARRIER TO BE FIBRETEX 150 GRADE, AS MANUFACTURED BY CROWN ZELLERBACK, OR APPROVED EQUAL. 7. ADDITI VIVIAL lriVIVITR 0L IYIEASU RES WILL BE 1 VSIALLED DURII�VG THE CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED BY THE TOWN STAFF. 8. SEDIMENT REMOVED FROM CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THE PLAN. 9. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN SHALL BE CONSIDERED AS MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED AT THE DIRECTION OF THE TOWN OF SOUTH WINDSOR. BITUMINOUS CONCRETE CURB DETAIL NOT TO SCALE FINfr,41Fn F�2A0F IT. CONCRETE CURS AVING MATERIAL A5E MATERIAL FILTER FABRIC ENVELOPE— SCALE: 1 /2" = 1'-U" �- MEOR �l�: CATCH BASIN 'C' TYPE CATCH BASIN o I1110■i111l l 0 TCH BAST 'CL' TYPE CATCH BASIN DOUBLE THICKNESS FILTER FABRIC ENVELOPE FINI FILTER FABRIC HELD IN TRENCH WITH BACKFILL CINDER BLOCK DOUBLE THICKNESS FILTER FABRIC ENVELOPE FINISHED GRADE FILTER FABRIC FENCE - SCALE: 1 /2" = 1'-0" PLAN SECTION 7.7' 0. C. II III.. '1 11 IF PRE -ASSEMBLED SYSTEM IS USED, DIMENSIONS MAY VARY WITH MANUFACTURER. CONSTRUCTION ENTRANCE PAD - NOT TO SCALE S T R E E T PLAN �,__- 4" MINIMUM CONN DOT 2" STONE oo•�o�_o� o�0 0 o FILTER FABRIC WIDTH AS SPECIFIED ON PLAN SECTION NOTES: 1. The purpose of a stabilized construction entrance is to reduce the tracking or flowage or sediment onto existing pavement. 2. Before construction entrance installation, the area of the entrance should be cleared of all vegetation, roots and other undesirable material. 3. The entrance should be maintained in a condition which will prevent tracking or flowing of sediment onto existing pavement. This will require periodic top dressing with additional stone or additional length as conditions require. - 4'-6" TALL WOODEN STAKE FILTER FABRIC NAIL OR STAPLE TO STAKE IF NOT PRE -ASSEMBLED -DIG TRENCH 6" MIN. DEEP, LAY IN FABRIC & BACKFILL FLOW PLUNGE POOL DETAIL - SCALE: 1 /4" = 1'0" NOTE- LENGTH OF PLUNGE POOL IS AS SHOWN ONAPL.AN. PLAN SECTION A -A TEST HOLE DATA - SEE SHEET 2 FOR LOCATIONS OF TEST HOLES. PROJECT ANALYSIS ZONE: "RR" PROPOSAL IS FOR AN "OPEN SPACE SUBDIVISION" DENSITY CALCULATION - (PER SECTION 10.3a OF THE ZONING REGULATIONS) GROSS AREA: TOTAL PARCEL AREA = 34.39 ACRES MINUS WETLANDS AREA = 7.45 ACRES MINUS AREA OF SLOPES IN EXCESS OF 15% = 0.40 ACRES TOTAL GROSS AREA = 26.54 ACRES MAXIMUM NUMBER OF LOTS ALLOWED: GROSS AREA = 26.54 ACRES MINUS 10% FOR STREET R.O.W. = 2.654 ACRES = 23.886 ACRES In-7 00n AZ GCn C'A ni\/I nr7n 0\/ An nnn C - l,LJ.000 aC. x ` ,),JVV 5. 1./ UI VIULU 01 `t V, VVV S.I. - 7C n9 I /'ITC ME-OkAITTE-n GV.V I LV 113 r GI 1VIl I ICU NUMBER OF LOTS PROPOSED = 26 OPEN SPACE CALCULATION - AVERAGE LOT SIZE = 24,342 S.F. LOT SIZE REDUCED BY: 40,000 S.F.-24,342 S.F. = 15,658 S.F. 15,658 S.F. / 40,000 S.F. = 39.145% 39.145% x 34.39 ACRES = 13.462 AC. REQUIRED FOR OPEN SPACE OPEN SPACE PROVIDED: TOTAL OPEN SPACE = 17.475 ACRES MINUS 50% WETLANDS (7.45 AC. x 50%) = 3.725 AC. MINUS 50% DETENTION BASIN (0.5t AC. x 50%) = 0.25 AC. TOTAL "COUNTABLE" OPEN SPACE = 13.500 ACRES PROVIDED z o > Y' o w U Z Q w � 0 0 0 0 ILI N N rn rn uA `O a g boa' ALI�Q'PQ � t No. 9344 ~� /CEN! :'Gr '�►.Ss�oNnL .►►' MINIMUM LOT REQUIREMENTS: LOT AREA = LOT WIDTH = 20,000 S.F.'p�ti��,, 100 FT. ALp��,'(�� �p`�r'aM. LOT DEPTH = 150 FT. Fq;'y° ° FRONT YARD = 50 FT. r i= SIDE YARD = 10 FT. :* REAR YARD = 50 FT. = '. I'10• 9344 I t , U STORM DRAIN TRENCH NOT TO SCALE PROPOSED GRADE N w (Y Q } 0- 120" SILTY SAND 0 - 96" RED COMPACT A NO WATER MOTTLING AT 24" W -� NO LEDGE NO WATER > NO LEDGE Z O TEST HOLE #5 IS 0 - 144" RED BROWN 11 WA TER AT 144 " W =Z 18" INTERMEDIATE RIP RAP GRAVEL ON _TER FABRIC, PIPE A B C,D E H WT. TON5 12" IV' 11 1-1%L' I I I 4-11%L' 1-1/.Z I j' V 15' 10' IS' 12' e' 2' 1' 1' 51 2' 4' 8 21" 15' 9' 2-1/2, 1-1/2, 1' -I' 2-1/2' 4-1/2' 12 24' !" LO' 2=1 n' 1=1 ), I' E;' 2-1 �' S-1 30' 20, 13, 3' 2' 2' 4V 3' b' 1 22 3&' 24' Ib' 3-I/2' 2' 2' a-II/2' 3-1/2' 33 DETAIL OF ACCESS ROADWAY NOT TO SCALE 10' WIDE TESTS PERFORMED BY ALFORD ASSOCIATES, INC. ON DUNE 30, 1997 TEST HOLE #1 0 - 12" TOPSOIL 12"-36" BROWN YELLOW BROWN LOAM 36 "-108" RED BROWN VERY COMPACT LOAMY GRAVEL 108"-228" RED BROWN SANDY GRAVEL NO WA TER NO LEDGE TEST HOLE2 0 -42" TOPSOIL AND LOAM 42"-228" RED BROWN COMPACT LOAMY GRAVEL WATER AT 120" NO LEDGE TEST HOLE #3 TEST HOLE PAVEMENT SECTION OR LANDSCAPING (SEE PLAN) WARNING TAPE PER GONN. GENERAL STATUTE SEGTION 16-345, AS AMENDED, 12" MIN., 24" MAX ABOVE TOP OF PIPE APPROVED BAGKFILL PLACED AND GOMPAGTED IN 12" LAYERS NO STONE LARGER THAN 6" (50 LBS) GOMPAGTED SAND FILL PLAGED AND GOMPACTED IN 6" LAYERS. MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 3/4" GRU5HED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.01.01 FOR 3/4" STONE. (BAGKFILL TO CENTERLINE OF PIPE IF ADS N12 IS USED) IN 5UITABLE MATERIAL, USE GOMPACTED DETAIL OF TEMPORARY SIL TA TION BASIN OUTLET - SAND PER D.O.T. M.08.01.21 NOT TO SCALE 24" DIA. SOLID N12 PIPE WITH 1 1 /2" DIA. HOLES DRILLED INTO IIVDEN IS OF PIPE TO BE WRAPPED WITH 2 LAYERS OF MIRAFI FABRIC SECURED WITH A LAYER OF HARDWARE CLOTH OR SIMILAR WIRE MESH TEMPORARY SILTATION BASIN 24" DIA. TO 18" DIA. REDUCING TEE WITH ADDED 18" DIA. TO 15" DIA. REDUCER ' "`• ' "`" 'I 4" 4 OF TOPSOIL IF GRADE OF ROADWAY IS 87OR LESS OR 4" OF 1 " STONE IS GRADE OF ROADWAY IS GREATER g" THAN 89 GRA 1/EL STABLE PREPARED SUB -BASE BIOFIL TER AND LEVEL SPREADER DETAIL NOT TO SCALE BIOFILTER AREA - TO BE SEEDED WITH A MIXTURE OF - REED GANARY GRA55, 50% BIRD'S FOOT TREFOIL. 3% REDTOP: 15% LEVEL SPREADER - FILL WITH TOPSOIL AND SCREED LEVEL. SEED WITH SAME MIXTURE USED FOR BIOFILTERL LAY 5YNTHETIG NETTING OVER TOP501L AND STAPLE TO LUM!S EXISTING GRADE 2' X b" TREATED LUMSER 4 5TAKE SANITARY CLEANOU T NOT TO SCALE AD-U5TABLE HEAD HEAVY-DUTY COVER WITH I--rTF{zS •G n,' W 1.L 0. tU IE)+ 2'. '3' MINIMUM - _Z 12i1 ID 1211 MIN MIN BERM RIP -RAP END OF TEE 15" DIA. A.D.S. PIPE FOR PERMANENT DETENTION BASIN PRIOVIDE 15" A.D.S. PIPE WITH 12" OPENING SANITARY TRENCH DETAIL - NOT TO SCALE LAWN/ GRO55-COUNTRY 5T 'EET/ PAVED AREAS 4" MIN. TOPSOIL $ 500 OR SEED SEE PAVEMENT PATCHING DETAIL 4' MIN. GONG. ENGA5EMENT THREADED GLEAN -OUT PLJG CONCRETE ENCA5EMENT 45 It BEND WE CONNECTION LATERAL_ FOR SANITARY SEWER HOUSE LATERALS LONGER THAN 100 FEET, CLEANOUTS SHALL BE INSTALLED. Z 12" APPROVED GRANULAR NON-ORGANIG BACKFILL MATERIAL PLACED 8 COMPACTED IN ONE FOOT (I') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, 12` MIN., 24" MAX ABOVE TOP OF PIPE MIN I PIPE MIN SAND BLANKET PIPE 5/4" BROKEN TRAPROGK APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. C/O MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289- 7055 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL !Ii1T'ill am ENI*C,11WB?S WICKMR, OONrEC'TKXM • 9YII.SON M. AtFORD., R.,PZ& LS. DATE: JUNE 3, 1997 SCALE: 1 IN. _ - FT. H t= 0 W Z Z 0 W 0 N 0 7 C o eR %a I X J ,;E V) U_ p M O m x Q �! cn w 12 0 n : �J Z Z Z W V) ac Q 0 (D 00 Sheet 9+ Ur' 1.1 P: M96066 D: M96066NT FOLDER: MANNARINO FILE: MANNARINO-AVERY 11 0 pow" see ot 074C S-10atA 606o� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860 / 644-2511 August 20, 1997 Robert Mannarino Mannarino Builders, Inc. 1169 Ellington Road South Windsor, CT 06074 Dear Mr. Mannarino: Re: Appl #97-41P, Cutler Ridge Subdivision CERTIFIED MAIL We are pleased to advise you that the Planning & Zoning Commission voted on August 12, 1997 to approve with modifications appl #97-41 P, Open Space Subdivision to create 26 lots to be known as "Cutler Ridge" on property containing 35+ acres located on the easterly side of Avery Street and northerly of Pine Knob Drive, RR zone as shown on plans prepared by Alford Associates and revised through June 24, 1997. This approval is subject to the following modifications: 1. This approval is for 26 lots, number 1 - 26. 2. Concrete sidewalks, built to Town specifications, shall be installed on one side of all new streets, 3. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 4. All lots shall be served by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 5. Water shall be supplied to this subdivision by public water. 6, Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police. 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South Windsor. Street names and supporting posts shall be installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000. 9. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $10,000. 10. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 13. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town Engineer. 14. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineering shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 15. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans. If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days l efnre t1-,e expiratinn date the (,nmmisSinn mnvat itc ntn•,tinnrail the Letter it is, holding. 16. A drainage assessment fee in the amount of $1300.00 shall be submitted to this Commission. 17. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 18. Note must be added to the plans addressing the 90 x 90 buildable square, requirement. 19. A 15' conservation easement is required along the rear of the lots abutting up to the rear of the properties on Pine Knob Drive to ensure that the stone walls and tree line are not disturbed. S 20, The specific species of street trees should be coordinated with the Tree Warden. 21. The Connecticut Water Company concerns must be incorporated: a. Underground storage tanks should be prohibited on this site. This should be noted on the plans and included in the deeds to the individual lots. b. The detention basin and other associated stormwater structures must be regularly maintained during and after construction activities. 22. Engineering comments of July 23, 1997 and August 12, 1997 must be addressed to the Town Engineer's satisfaction with the exception of the elimination of the island located at the entrance to the site. 23. The open space will be not Town owned. A ownership of the open space should be identified on the plans. 24. A landscaping bond in the amount of $2,000 must be submitted. 25. Avery Street must be widened the length of the subdivision property such that the width of the pavement from the centerline of the pavement will be 15 feet. 7- a_wn ap S_aadl V&U&olt ~ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•l��c` AREA CODE 860 / 644-2511 t 'tGSUa. CERTIFIED ; L July 18, 17 Robert Mannarino 26. Proposed grading to achieve sight lines along the existing shoulder of Avery Street Mannarino Builders, Inc. must be shown on the plans. 1169 Ellington Road South Windsor, CT 06074 27. Three-way stop signs are required at the intersection of the new road and Avery Street. The placement of these signs is subject to the approval of the Traffic Authority. 28. Trees should be flagged in the field prior to cutting and are subject to Town Staff approval. Black and white transparent mylars of the plot plan of the entire site with thQ above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission, Inland Wetlands Agency/Conservation Commission, as well as WPCA must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the office of the Town Clerk by November 29, 1997. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING 8s ZONING COMMISSION Russell G. Levack Chairman Deal- Mr. Mannarino: Re: Appl #97-41 P, Cutler Ridge At the July 16, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #97-41 P - IWA/ CC permit for the construction of stormwater structures associated with the subdivision of property to create 26 lots to be known as "Cutler Ridge" on property located at 860 Avery Street, RR zone as shown on plans prepared by Alford Associates, Inc. and revised through July 11, 1997. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might -result from the proposed operation or use. 4. The permit is valid for five years and shall expire on July 16, 2002. It has been IWA/ CC's policy to notify landowner(s) / applicant(s) of expiring wetland permits. However, it is the landownerr(s)/applicant(s) responsibility to track expiration dates nnci notify the Commission of a renewal request at least 65 days prior to expiration. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. 7. We recommend a bond is the: amount of $10,000 to be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 8. The final plans shall show phasing of the project to be approved by Town Staff. 9. Phase lI of the project is not to commence until spring of 1998. 10. This approval is subject to the comments of the Zoning/Wetlands Enforcement Officer dated June 18, 1997. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION *Elibeth A. Warren, Chairman APPLICANT AND CONTACT PERSON: w a 0 ALRo�Q ��•: y, No. 9344 •�•soSS/ONAL���' 41. o�•,`P . `a M LRo,Q Ce ►g-o 4 1. No. 9344 '••• �.4 /CENs O` TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS - AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL !IiTiTTi Ch L. EN GIVEERS WNDSOR OON Ecrlcur • WILSON K AIF0W,, R P.E.& L.S. DATE: AUGUST 28, 1997 SCALE: 1 IN. _ - FT. F- U F- U w z z LI 0 U O 0 z pin V �J U Co _ n Z W W O 0 0 I 0; LL J --A LU Q m d OO J Ld Z ct, V 4 Z Z O W V) Q 0 (0 00 Sheet The L - _ .. !' 1 `, c �. 11 1 °] -...] 1t T G .. L... . 1-, �, ,..a .. 4 c. the prospective iloI a owners of lots it l,J anu 1f1J SLIOIULU tJc lA aLLe aware t laL L11G11 properties abut a public water supply well property and that the storage/disposal of noxious materials on the back of their property should be prohibited. All prospective homeowners within this subdivision should be aware that the dumping " of any material/chemicals onto the ground or into the storm drainage system is prohibited. MANNARINO BUILDERS, INC. CIO MR. ROBERT MANNARINO 11(aq gGt,AfM k0AD SOUTH W/NDSOR, CT 06074 TEL. # (860) Z M, 7055 4A OF H P: M96066 D: M96066NT FOLDER: MANNARINO FILE: MANNARINO-AVERY II UR-nF'iF) TYPICAL SIDEWALK DETAIL NOT TO SCALE 1EET TOP OF CURB, OR EDGE 0 PAVEMENT IF NO CURB EXISTS P(T. Ctm f— CURB 5' MIN. 4' TOOLED JOINTS NATHa1/ L 1/2" PREFORMED 1/4' RADIUS TOOL EXPANSION JOINT MTL 4' TOPSOIL tc SEED 4" 1' ' .:';;.V"7: ' • 3:1 MAX. RESID. 4" TOPSOIL JI SEED �-a" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2016 OR/1DING B OR M5.01.1. MATCH EXIST, GROUND 5' CONC. SIDEWALK (8" CONIC, AT DRIVES MATH 6' X 6' X 10/10 WREMESH) CONCRETE SIDEWALK HANDICAP RAMP DETAIL NOT TO SCALE 00 tin ITS O� VV1, C a ALL MATERIALS ARE TO MEET CONN. D.O.T 6 -cr AT BACK OF WALK 0 � ry o� N 0 t' Or VARIES ^I�lCA71ONS FORM 814 AS AMENDED 7 4- O h O2C'* h v a� vJ h EXPANSKk1 JOINT AT BACK OF CURB AND AT SIDEWALK UNE SIDEWALK EXPANSION JOINT AT PACK OF CURB AND AT SIDEWALK UNE. awrc RVI I� ut�ccv I:rt GRASS RAMP 3' MIN. GRASS 3'-4" MAX. BITUMINOUS CURB LINE MONOUTHK: CONCRETE CURBING T.O.C. r-- B.O.W. (BOTH snuImous SIDES) CURB TYP. PAVEMENT LEVEL --J DRAINAGE DESIGN IN THE VICINITY OF RAMPS SURFACE SHALL BE TEXTURED AND NON -SLIP, SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURES SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. NOT TO SCALE MON WOM WKMG6 1,5bVo j4 6440bgk PkA (p j" fOWN KiLliff OF WqY ,Stj YLUR. 04464f P4dbq�4f 1jg0d('6 k w 411 9X. 1�,r j f r1w \ 4" fopwlt/ r ow ,XP04 f ok P4464f b 6 f4l o TO WN 0 WNED RI GH T OF WA Y A ND PA VEMEN T SEC TION NOT TO SCALE 50-o' RIGHT OF WAY — LOCAL Z .=r ` 25' LOCAL 25' LOCAL z Z J W 12' LOCAL 1 Y LOCAL 13' LOCAL 12' LOCH W K to P i/2' 1' POW OF t2, APPLICATION I OF GRADE BIT. CURB 1' 3" CONIC. SIDEWALK SFE DETAIL 1 4� 1 "Y t' 1 3 I 4' TOPSO(L R SEED 6` PROCESSED STONE TRAPROCK BASE* 1-1/2- BITUMINOUS CONCRETE CLASS U (COMPACTED) MEET GRADATION M05.01-1 SURFACE COURSE (COMPACTED) AND 6• MIN, BANK RUN GRAVEL. SUBBASE * 1-1/2' BITUWNOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) 4' TOPSOIL R SEED OVER PREPARED SUBGRADE (COMPACTED) FOR LOCAL ROADS CRASS STRIP RESERVED HYDRANT'S, POLES RESERVED FOR MEET GRADATION OF M2.06 GRADING B r� ��Aw'Oup lyo ; Fok sTg�4AnI cl,���.� , ICI fu�1►�foUs cor1GK�T� c�gss Z A*J� W g1,G 6S cq�(� 6(r Ab c AS& (cor j1AIGf6k) 40 V 6041dm co4ep,06 c0ss 1 61408k Codk6b ca�jPACfeo * ACTUAL DEPTHS I: MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. to b�-544►ff&o fo 10W4 k4&i4Uk FOK APO, 04 , PERMANEN T PA VEMEN T PA TCH NOT TO SCALE EXISTING PAVEMENT-7 I 12" 1 ' I 12'I MIN. MIN. I TRENCH 1 I WIDTH 1 I VARIES I II- SEE TYPICAL 1 TRENCH 1 SECTION 1 1 1 1 I 1 1 1ILI SAW CUT AND SEAL JOINT i„ (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M,04 --"---� 2 (COMPACTED) CLASS I BITUMINOUS ------ CONCRETE BINDER COURSE (OR _`— MATCH EXISTING, IF GREATER) A,,C-. �---T 6"(COMPACTED) PROCESSED TRAPROCK BASE.- M,05,01 6"(COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACKFILL) M.02--GRA::,'e NOTES 1. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTER -LINE OF THE PIPE. 2. ALL MATERIALS ARE TC MEET FORM 814 , AS AMENDED STANDARD WA TER TI GH T MANHOLE FRAME AND COVER -- qOT TO SCALE at-1/:• — 30" -JI STANDARD 30"(NOM.) CAST IRON MANHOLE FRAME 9 11 COVER UNIT, MORTARED TO Pa r— TOPOFCONCRETE/MASONRY a" MANHOLE " JAMB NUT OVER REGULAR NUT a WASHER s:a;: p. P.p :.• .: .p -•'.O STANDARD NUT D CAST IRON RING (SEE SECTION �:. y .• BELOW) SET INTO CONCRETE/ d: ; •'p • 1/2"STEEL PLATE A 0. ',•'! MASONRY AS SHOWN'p p'. D' A: 1/4• RUBBER GASKET •� :•„ ; TYPE "B"ANCHOR BOLTS (4 REQUIRED) TYPE"A"ANCHOR BOLTS 3/4"EVERDUR BRONZE BOLT, THREADED (4REQUIRED) 3/4"EVERDUR 2-1/2"ON ONE END, WITH BRONZE NUTS SECTION A -A BRONZE ROD, IB"LONG, A WASHERS N.T,S. THREADED 5"ON ONE END, WITH BRONZE NUTS 81 WASHERS WELD OR RIVET HANDLES TO S1 EEL _ II-1/2"RAD. COVER /�` 0 � CAST IRON RING 25"DIA. x I/2" STEEL COVER \ I1-1/2" RAD. NOTES: I. STEEL COVER 81 HANDLES TO HAVE 1 ONE SHOP -COAT OF RED LEAD AND a" DIA• TWO COATS OF AN APPROVED ASPHALTIC PAINT, i4 � A \ I a " RAa, 2. ALL CASTINGS TO BE WHOLE, SOUND, 8 FREE OF HOLES OR DEFECTS. f° 3. LARGER SIZE COVERS REQUIRE 60R MORE BUTTONS BI THICKER COVERS a RINGS. I/t•OfA. HOLE to/3t'dla. LOCKING BUTTON (SEE DETAIL) m (4 REQUIRED) a/la"rad. + \ -t- PLAN ( WITH FRAME 8 COVER REMOVED) 7/4"rad. N.T. S. GRIND FINISH 4-1/2" 11-3�/4"-1i 3-I/t` THIS FACE TO BE MACHINED FINISH 1 i- a/B" — I a/a" l i �— III t• e/e" (— I a/a- 1-1/4" GRIND fIN13N T I fIII-1/2" RADIUS OPENING T/., GRIND FINISH _ ATINSIDE OF RING 4 - 1/t" 3 SECTION B-B PHOSPHOR BRONZE LOCKING BUTTON CAST IRON RING N.T.S. N.T.S. TYPICAL PLANTING DETAIL NOT TO SCALe CRZPE PAPER TR= YYFtAP TO 9E OND E47AJJCHINS, RZMOVE BURLAP, ftf2L 5A_-<ET AND TIe5 PROM TOP AND SIDE5 O-r BALLS FOR 5o i H -I RF_E5 AND 50ZLe5 1 142' MJ1"C.H D * T-H O TTt.>M 4 SHR 5 BED (TA UZ TO 142. O TRUNK PLANTING MIX (TYP) N 1' MUL"C.i•I DEPTH o 6R 4JND C-0 E / PERENNIAL- BM�1" (KELP MULCH OFF' CROY045) I° PLMTIN6 MIX (T1'P) 5(66p_ADE NOTE:I TREES AND 5HRt138 SHALL BB PLA %NTED )NITH THE BA51! Oft THE BOLE 2' TO 3" ABO\ E E=.XI5TIN6 6F-AtDE TO ALLOYV FOR 5ETTL.EMENT MISCELLANEOUS MANHOLE DETAILS NOT TO SCALE Iflfl SECTION D-D ALUMINUM MANHOLE STEP 2"$S CAP SCREW (3R.q'd) N.T.S. THREADED INSERT NOTE: 318'x318" S10UARERUBBER GASKET FRAMEBCOVER SHALLSE CEMENTED INTO A MILLED SLOT AS SHOWN ON CAST IRON IN THE FRAME. MANHOLE FRAME AND COVER STANDARD DETAIL SOLT-DOWN MANHOLE FRAME & COVER N.T.S. INSIDE FACE' OF MANHOLE FLEXIBLE SLEEVE INSIDE FACE �•. 'b' 4 �' PIPE ( 1 TEMPORARII FORMS I 1 OF MANHOLE ' iF REQUIRiED 3"MAX. NON -SHRINK MORTAR IN -T-�'- FORMED OPENING PIPE STAINLESS STEEL STRAP FLEXIBLE MANHOLE SLEEVE NON -SHRINK MORTAR MANHOLE PIPE CONNECTIONS N.T.S. L OCA TION MAP — SCALE: 1 INCH = 1600 FEET TYPE " C" CATCH BASIN DOUBLE GRA TE TYPE II — NOT TO SCALE /- 3'-1'A 3'-13/4- ! SEE DETAIL 'A 5'-10 qz' 4' 4" ,I O t i 8" - 2 h v o 7 _R Q � L �) w � � o OF,.... N AIF��O�Q�.'�• h * :3 '• No. 9344 1'�SIIHi►y�Ii OF CONIy�•.�' ' � �_ ALE04' -.V-1 ''yfla wz I m^ yyy D,S U R_N" �ttf1/IA8�•'- TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED 3 STIRRUPS O 9` BY C.A.L.S. -#4x7'-O' LONG DJUST FRAME L.S. NO. 9344 LEVATION WTH RICKS 6"tOI2' NOT VALID WITHOUT A LIVE SIGNATURE AND EMOSSED SEAL " STEEL I BEAM 4x9.5 3'-6` LONG r. CAL EIVGIIVEEM 8" r 3' 0" S" WN DWR, 001NNEcncuT • 4'-4" WLSON M. ALFORD,.PL,P.E.6 LS. FRONT ELEVATION 31/2" x 21/2'x�2' SIDE ELEVATION DATE: JUNE 3, 1997 FRAME (TYP.) NOTES:NOTE: SCALE: 1 IN. _ _ FT. USE C—L GRATE FOR A S4x9.5 3'-6' LONG 1. SHALL M COBE DER OVER TOP OF PIPE TYPE C—L DOUBLE GRATE BASIN. 2. WALL THICKNESS FOR PRECAST UNITS LESS THAN 10' HIGH IS 6". DETAIL "A" 3. WALL THICKNESS FOR STRUCTURES OVER ~ 10' HIGH IS 12" FOR BOTH CONCRETE BLOCK AND PRECAST UNITS. INSIDE U DIMENSIONS REMAIN THE SAME. U Ld Z Z O LLj CJ TYPICAL SECTION THROUGH ROADWAY WITH ISLAND — o 0 NOT TO SCALE �s ftMAd Glk6bG 44 a &bb5 bUkl ►v Kn 0 �ti' fowu 9164f of Midi r/ 2" l Ff• A G r��r� IS�,ArfD �Qdr✓�1 �►� r'-� r*1 8-A. PoIIJf of A P<,�c 104 5466 (� Po �f of ApP✓<►cAf�o�J � � � I,- _J a �- of G A,QE of 6R4'06 c�' — � ;01 �. d a Z - � m a Q f' 1 �• p (� lf'I T0��011� r r W z OW) V O 4" 1,9 f"'j 0! ; � � � z Z r�a(Es (, wlAfgs OF POW f4lMW , 16040 kQ 0 0dtICI9ks - VAkY, 1390 �' z IM 5 616 I-51O N c 4S f0 AI 6,5Q s . � W < Ld 2, s6 GRA0r>~% fcA>f A>�p PcA�I PaFtU6S Fob PRoPos6p GRAQI&, o r .�. F�� pgfplb o " fowl r�w4eD glGgf Off' meal Q0 PAf��jW \sW1014,'' oR 74 ggO6 Q O to APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. C/O MR. RORER T MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. j (860) 289— 7055 5 OF 11 myr vpo -• myOUOON I rvws-rx. MANNAKINV rltE: MANNARINO-AVERY 96-066 �/'NA T/-i 1 n A e-1AI I T t- L U U/i / Ur-7 0/i Jl /V NOT TO SCALE 2" N :12"/ 1'-6'4" V-6 Via" 2-#4x4' TOP OF FRAME 3 5/ ' d -PRECAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH RRI('.KS 6'Itn 12" 83/4" 12" �I 04 L 5/B FRONT ELEVATION PRECAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRECAST SUMP �— 6" OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP C SHALL BE 2' 2. WALL THICKNESS FOR PRECAST UNITS LESS THAN 10' HIGH IS 6". 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR BOTH CONCRETE BLOCK AMYL DME:PACT IIKIITC INCIRG DIMENSIONS REMAIN THE SAME. TYPE C-L ' CATCH BASIN NOT TO SCALE 2" ✓✓7y2';�1'-6'/B"ZV-67/B„ �• !W4 air !•.• t•!4'•••H FRONT ELEVATION r� PRECAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH BRICKS 6"tol2" t PRECAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRECAST SUMP �— 6" OF 3/4" CRUSHED STONE NOTES: 1. MINIMUM COVER OVER TOP SHALL BE 2%0". 2. WALL THICKNESS FOR PRECAST UNITS LESS THAN 10' HIGH IS 6". 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR BOTH CONCRETE BLOCK AND PRECAST UNITS. INSIDE DIMENSIONS REMAIN THE SAME. DETAIL CAE A VERY STREET WIDENING NOT TO SCALE wt EXISTING CENTERLINE OF TOWN ROAD A44 /6, r /2poIS &JO VARIES GQr l�I & 0f .Slab a00b5 EXISTING EDGE -- OF PAVEMENT ---__------__ 3" BITUMINOUS CONCRETE MACHINE CUT FACE OF EXISTING MIN. OR MATCH EXISTING PAVEMENT. SEAL WITH LIQUID BITUMINOUS MATERIAL M.04.02. 12" MIN. PROCESSED GRAVEL OR MATCH EXISTING r I• ALL �l;Vf� r✓��AS�JR�>�ElltS �EF�� �D O�A(1� A�•(�IZ. ca>�jP�G•(IaN, Z • Abb 0AMiko 4k6 �0 NW C04 100f S 6MIC4�io4,3 W-0, 61k AS 4g6d,0W), SIDE ELEVATION SIDE ELEVATION 'A B"I eI SEDIMLN I A Tl UN CA I CH BASH DL I AIL NOT TO SCALE w-07 711 i A ( i� I A + I 1 00 .411-1 PLAN CONSTRUCTION JOINT - SEALED WITH 1" 0IA BUTYL RUBBER OR EQUIVALENT N.T. S. STD. TYPE 'C' C.B. ADJUST TO GRADE WITH MAX. OF TWO 4" I -BEAM (9.0 LBS./FT.) FRAME A COVER COURSES OF BRICK $TO. M.H. FRAME —GUAS LINE A COVER P� A .4,p. I.4,' .:0. HEIGHT Ater B"A ;'.f -.. 4: - 10" MIN. 44,, - 2-1 4. i an�v�� IN81DE --�• -- HEIGHT OF BAFFLE . T 1. b 1 VARIES ]1' EVEN WITH E OF S"CONC, 0 OUTLET PIPE j :4 BAFFLE d (SEE NOTE 1) �. Y 6 d e r 3'-8" I+ n�y� 8' -D" 70 9'-0. 10 SECTION A -A SECTION B-B N. T. S N.T.S. NOTES: 1. BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL WITH THRU HOLES ABOVE OUTLET FLOWLINE, OR MORTARED CEMENT BLOCKS WITH WEEP HOLES ABOVE OUTLET FLOW LINE. 2. SEE STANDARD DETAILS FOR TYPE 'C' CATCH BASIN FRAME & COVER, CAST IRON MANHOLE FRAME 3 COVER, MISCELLANEOUS MANHOLE DETAILS, AND TYPICAL TRENCH SECTION. 3. ALUMINUM STEPS SHALL BE INSTALLED AT 12" VERTICAL INTERVALS FROM 17' (MAX.) BELOW TOP OF FRAME ELEVATION TO 12" (MAX.) ABOVE INSIDE BOTTOM ELEVATION AT EACH ACCESS POINT. (SEE STEP DETAIL, PG. 71) 4. STRUCTURE SHALL MEET H-20 LOADING CRITERIA. STORM MANHOLE DETAIL NOT TO SCALE STANDARD FRAME AND COVER (40f ADJUST FRAME TC WITH BRICK (12" STANDARD STEPS - ALL JOINTS TO 6 POINTED FLUSH FU LL. rnt�H� I wlv�rct CONCRETE MASOt CONCRETE OR BI INVERT. 6" OF 3/4" CRL STONE NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS FOR PRECAST UNITS LESS THAN 10' HIGH IS 6". 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR BOTH CONCRETE BLOCK AND PRECAST UNITS. INSIDE DIMENSIONS REMAIN THE SAME. f'-% 1--f ► T 7-1 / IN ► ! I-T '% A e' I A I /N I 1 1 /-T r•1 r T A 1 uL /L/V //USV r�H�IIV UU ILL r UL //AiL NOT TO SCALE Class "A" Concrete Or Catch Basin Block TOP FRONT SIDE 3o2.Q�- Type "C-L" Top with Type "A" grate 3/8"-16 Lead Anchor & Bolt 3/8"-16 Bolt do Washer 4 Ea. Grate Type "A" Grate 5/8"-16 Bolt Typ. Ea. Grate Class "A" w, )n trash rack Concrete 3/8" -16 Nut dI Washer pe "A" Grate i/2" x 3 1/2" x 2 1/2" L Total for Trash rack SECTION A -A �f. J " THIS STRUCTURE CAN BE USED OR APPROVED EQUAL �I ( NOT TO SCALE SANITARY SEWER MANHOLE DETAIL - NOT TO SCALE ADJUST TO GRADE WITH COURSES OF BRICKS OR CONIC GRADING RINGS (SEE NOTE 1) t�0� r►� PAd�,t�JL� 1^(1r 10 444k, a., mjAf,6k' *qf bobf DOWN LOG�.I 0 0440bb 0#46 AD COAPI o (361E SEE JOINT DETAILS _ (BELOW) 1, 2, 3'OR 4' RISER ECTION A5 REQUIRED --SEE CAST IRON MANHOLE FRAME • COVER DETAIL. VARIES 6" TO 12" n-- 'N 1 ALUM MANHOLE STEP (SEE STANDARD DETAII U 4 B" DIA. • S" t • BITUMASTIC DAMPPROOFING FOR DETAILS, SEE NON -SHRINK MORTAR AND 4'-0' MIN FLEXIBLE MANHOLE SLEEVE 414r MIN TO JOINT TO JOINT 3/4 PIPE 1•Q 4TV FL70;w R Ri K R Y " SELF-CLEANING INVERT * Ala _1 4 : •° CLASS A CONCRETEOE s 3/4' BROKEN TRAPROCK ELEVATION N.T.S. NOTES- 2* MAX. I . TOP STEP TO BE A MAX IMUM OF 12" BELOW TOP OF MANHOLE FRAME BI COVER ELEVATION. COLD APPLIED 2. IFTOTAL DEPTH IS TEN FEET OR GREATER, ROUND RUBBER BITUMINOUS CERTIFICATION OF H-20LOAD BEARING GASKET JOINT SEALER CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION ALTERNATE JOINT 3. SEE MISCELLANEOUS MANHOLE DETAILS SPIGOT a BEL R INF SHEET. N. T. S. GASKET JOINT N. T. S. MANHOLE OUTSIDE DROP INLET NOT TO SCALE �•o NON -SHRINK a - ` ° • w MORTAR (TYR) (SEE STANDARD DETAIL) BRICK DAM I FACE OF MANHOLE WALL tii '•4. REVERSE "Y" 30' OR 450 1di 1y c'•>� '��C �~ C" OF CO!(!N toy. A( aoRo4-3 No. 9344 r `•yy� - ZONAL •,.9� pnssigi r•'°e�`` M LP,..- . CAST IRON MANHOLE FRAME AND COVER -- NOT TO SCALE • 9344 .s 41•' °R TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE A WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 x Q ELBOW I CLASS "A" .-)CONCRETE ELEVATION SECTION N.T.S. 4 1r2" DIA 3/�' I" I I/A" I 1 4" it/ HANDLING 110LEs" 2 va" ! 1/2~ '`s - NOT VALID WIl'FiOlff A LIVE CI SIGNATURE AND EMBOSSED SEAL I _L � 1 I�•/l6 � �u4 _1 9/15 I�� I 36 DI "7 4 OVA i t5/I 17" DIA. SECTION B-B SECTION A -A CAST IRON FRAME CAST IRON COVER N T C N.T_S_ NOTES 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SUR- FACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TEN- DENCY FOR THE COVER TO ROCK OR RATTLE. DIMENSIONS DUI, A B C D E I F R-1 R-2 t2- c 2'-tf 9'-0 S/r t'-0 S/r 2•-Tr •-7 t!/, IO-0 I/r'l r tY r 2'-r 3-1O• 61-1• 2'-r 2-0 3/1r I•-0 1/2• tt• 2C 9 11r 3•-7 1/2' z•-r $,-I ,/Y 41-T T-9 3/1r '-4 13/1 1- se 1'-T 4'-r 1'-7 314* 9'-1 3/r S•-D 3•-1• �'-4 I/2• 1'-3r 3r I'-r S•-r 2-10 3/418•-T 3/1r S.-W 1-1, ,a/, 2'-0 7/1 r I'-r At 1'-r 6'-r 2'-11' B'-r P-r 4'-J i'/r 2'-s 1/2- V-10' "8 1 L• V I •• V I L• L 1. 6• L I /• V 1 ��' 1/[ I L'-•. ./L I ,• IV Yet 1 Y SEC TIDN Y-Y PLAN POURED CONCRETE Ctl1DFF 94V_L e i OR PRE003T CATCH BASIN SUMP• m4CHORM TO CULVERT END R " I SECTION X-x NOTES: JOINTS SKALL K TObI AND OROOVE OR BELL AND SP100T AS REWIRED TO CONFORM TO PIPE. WILL TKCKNM SKNLL CONFORM TO PIPE TNCKNM. STRUCTURES SKILL BE PLACED ON EXRT1114 SWA&E CDMPACr D MATERIAL OR IT GRAVEL d+SE TO A r MN. OUISIOE d\SL CONCRETE CULVERT END APPLICANT MANNARINO BUILDERS, INC. CIO MR. RQBERT MAN ARINO SOUTH NWNDSOR, CT 06074 T EL. # (860) v q' 'l L1 END VIEW WWADWR CONNE rK= WK-" M. AIFl„R.,P.E.6 LS. DATE: JUNE 3, 1997 SCALE: 1 IN. = _ FT. F- V V 1�►J Z Z U e- I� J0 C,) U oW <� _A m W Q {U Of Lu a Z lyj <o 4^ z v J z (? 1— Uj U) a cfl 00 �h 8� d 11 D: M96066NT FOLDER: MANNARINO FILE: MANNARINO-AVERY 11 N/1`' RANCALLI INS777U7F: /NG EXIST. IRON PIN , " S 67.19'05" E 1 ' 740 S 692555\ 1s1.o2' s s57124" E GRAPHIC SCALE 3+50 S 68 40 OS E 704 26 .27 , \ f185 139.43' 118s 40 0 20 40 go 1so - 143.80' 21.69' - I 239.58' 150.59w#F3 10.43' \ .r __I \ o 70I i \ ( IN FEET) o I CL&P EASEMENT I I o 21 \ 1 inch = 40 ft o 26 cn \ WF#4 NOTE- EDGE OF WETLANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIENTIST, N 4t0 nt (REVISED 9-28-99) 2 I FROM SOIL SCIENCE ASSOCIATE'S, IN APRIL, 1990. � co � I 1v \ \ o \ Nl LOCA77ON OF WETLANDS LINE HAS BEEN TAKEN FROM A PLAN ENTITLED - 1`13 - o i 27,197 sq. ft. rn o \ \ "MAP PREPARED FOR REGINA M. BLOZIE, of al, AVERY STREET, SOUTH 0 3 ~ 1 1 0.624 acres °p Vi \ WINDSOR CONNECT I CUT,, SHEET 1 1 BOUNDARY OPOGRAPHIC SURVEY, 00 25,176 crest. DATE' MAY, 1990, SCALE.- 1 IN.=100 FT., DESIGN PROFESSIONALS, INC., 0.578 acres '� i \ a \ 1tI CIVIL ENGINEERS -PLANNERS -SURVEYORS -GIs, SOUT7I WINDSOR, CONNEC77CUT" - I ` A = 92 46'20" \ \ \ W? f2 /Q 5+18.65 1-55 00, \ L = 89. 05' ' 4+50 703 O � �O w#F13 { NOTE - a ¢ w m � o J O J Z o a z z o a ° o ¢ UN w z aa. 00 z z 8 b tz,lso 2 _ K � Z7 w W 6 o L) \4 ` N AI \ S 6779'05" E 739 -� S 70 31 t 4 LOCATION OF PROPOSED EASEMENTS ARE SHOWN ON THIS PLAN. SEE SHEET 7 3 { / " 219.5'3' ,WF1 WF,l5 FOR COMPLETE DESCRIPTION OF PROPOSED EASEMENTS. ci { / o 737 A=2133'09' 174.86' Nlr GLADYS L AND DAVI'D M. BLOZ/E hry m 55 `ww =20.69' - " WF f7 HF�4 I AND CYN7HU ROBINSON �, _ - LEGEND - \ z { O 42, S 6779 05 E 747 S 1 Ne 8 W -m-- ` \ p MERESTON£ TO BE SET BY DEVELOPERZ p ' 5+0 , 7" E 190.00' IRON PIN PlN 1 i 7�� 1 164.68' '8-9� - \ WFFf6 ¢Inc IRON PIN TO BE SET BY DEVELOPER 1180 / 40. CO ` ' ScS• F \ \ / X WF,2 WETLANDS FLAG AND NUMBER EXIST. IRON PIN / S 68 40 0 \ / wLZ TO BE REPLACED WITH CONCRETE MONUMENT 150.00 ti ryry j� � 754 9ry / LL = 59.92'26" 746 �/\ { ' DRIVEWAY ENCROCHES 6S `�` ,/ rn { { 00 ON TO SUBXCT PROPERTY '�- R 6225.00' \ �607s7 7 = 4348'10" 25 \ - - - - - - - NOTES - I i ` 1. OWNERSHIP OF THE THREE PROPOSED ISLANDS WILL BE BY N { = 27.19 °' R = 25.00' { 5t50 22,138 sq. ft. { � 4 � � 804 � L = 19.11 0.508 acres THE CUTLERS RIDGE HOMEOWNERS ASSOCIATION. o, (SEE SHEET 7B FOR DETAILS OF ISLANDS) rn o { 720 = 8025S8" I f1F�F18` 2. THE SUBDIVISION IS IN COMPLIANCE W11N SEC710N 10.1.a OF THE 1 /� ^ R = 15.00� � \ ZONING REGULATIONS,• EACH PROPOSED LOT CONTAINS A CON77G000S { Z 2 A= 06 43'30� / r f v 70 L= 21.06 \ BUILDABLE I BOLD BLE AREA OF AT LEAST 10000 SQ.FT. INTO WHICH A SQUARE { { -2.553 crest. L = 20 78 ` 0 o� \ \ OF 90 FEET CAN BE LOCATED (BUILDABLE AREA AND 90' SQUARE { v c . ; 6 0.553 acres 0 20, 009 sq. ft. / \ �j5 0/ o. \ �� { u! o I a> w� ` 0.459 acres / / a� 7083v \ 0 _ �k \ a�Rio \ EXCLUDES WETLANDS, WATERCOURSES, DETENTION AREA. EASEMENTS_ STA: 3+60.64 �� S'9- r' �' '" AND SLOPES GREA7E'R 7NAN 15%. PROPOSED GRADING AND I 0 m / .°One P�� se z s3is• 6 ��>s\ \ \ \/ / \ ` oi, J. SEE SHEET 7B FOR LIST OF COORDINATES FOR MONUMENTS CLEARING ALONG AVERY 15, STREET SHALL BE DONE , TO IMPROVE SIGHT WF,20 DISTANCE AT 7HE PROPOL \ ROADWAY lN7ERSECTION { EXISTING HOUSE EXIS1lNG BUILDINGS PS��j \,� OF NTERSEC710N) (TYPICAL OF B07H SIDES { { TO BE RExIOVID TO BE REMOVED ��� /* �6 24 I Wf /F2f { • " o' STREET aa' SO ��� ���°� 1 F s,. ��� 24 580 s . ft. \ { 6+50 o = 86 00 00 _ _ _ - 1 / 60 2� �'� \ r ` \ _ 73f >>s aa, a 564 acres \ { 00 L = 22.51_ 7 40' /e°' \5 Q ,� 803221 " \ O rr < \ 745 15.00' PROPOSED DETENTION BASIN \� 21.09' \ \'ate o \ AND STORM DRAINAGE o • '� tis A o. EASEMENT TO THE TOWN \ \ / { { 701 0N 6974S8 137.92 0 R,1g9' Rat \, �2g// Ae3 �sIrl \\\ Q�a� y' \\ / OF SOUTH WINDSOR 22 { { Iw p> > =500' R=500' �' �' , 9 / \ N 0 \ \ �•; 'S5 E N \ WF,�723 R=7.5' - ` "'• 3 N s g6 Zg OPEN P �0 115 / �. 2 w \\ o S 6914'58" E $ / \\ N N-. Nh;\ 0 �� { 7+0 O 15016' $ 1. / PROPOSED STORM DRAINAGE \ 20 /� - o \ \ SPA PROPOSED SNOW EASEMENT cn R=7.5' 2330' 00' „ /'� EASEMENT TO THE TOWN OF \ % o 01 \ \\ 7Z 75 acres s OVER EN77RE ISLAND PARCEL =5 53s 53 R, p0' _ 227- 4, 4 / SOUTH W/NDSOR \ S? V. \\ SEM I o \ - r 25 17.475 acres 5 CURB UNE OF 15-LAND 2 _. R' O N M { 5m R-15' rn IS R.O.W. UNE M N 697458" W /j 2V 5 / / \ \ >� z 00 TREET T NT KF/24 \ 1-1 UnUZE EXISTING ROADWAY FOR ACCESS THROUGH OPEN SPACE { \ / R.100 *n E 6g3 18.27 734 L=82.81 6 \ 710 j0 5 EME R=30' •05 _ EA \ \ TO BE DEEDED TO THE CUTLERS RIDGE EXIST. IRON PIN 1795 S 66, - " ' 23,125 s ft. \ \ ' OL&P \ \ 1179 � " � 55• s � q' 730 N l p 23 WF,�F26 � HOMEOWNERS ASSOCAl710N 1 { S 69'1458 E - a531 acres \ 10 37.48' / 1797 20, 000 sq. ft. _ � <c�/� WF 28 23.84' 1796 10, �. �' a 459 acres - - � F Wj F271 � F 7+50 -- �; \ 1 744 S 64 4120" E 174.37' \ ` \ - 0J \ \4 { { z { 1798 R=22.00' R 112.00'29.02', » �- d �" Sa W &P EASEMENT N p y \ 7.36' 67.06' 99.95' 758 ?62 p' \ �� ��'���`S' WO 29 h'1 1 / . C� ` (TOTAL ALONG LOT o 6 76' S L=35.49' 0=1450 48/.2g 5 10 wo \ � Oi (Al-) > a� a} SNET1526 �=9275'14" p �86 g' \ o� o .o ` 00+ T 16000, { { W/ ENCROACHING ,/ N / 2O�'S 1 \ -* w �: / ZGO• r',°� `O 5p 00, - \ { { GUY (TOTALq �� \ 10' PROPOSED 20' WIDE STORLOT \ \ \ 8+0` Z \ S / 10' DRAINAGE EASEMENT TO THE ) 748 \ { 1 _ \ \ Z TOWN OF SOU7H WJNDSOR \ \ \ WF�F3f a Q ti \ { { 25,425 sq. ft. o can 5 0.584 acres co III 22,704 sq. ft. o \ I 14 1 \ 0.521 acres 7 �'' 2 \ \ \ 21,553 sq. ff. 10.00 rn 22 - { 0 a 495 acres / u, � 22,408 sq. ft. � k w { { rn p 00 a514 acres � ,kp � 110 8+50 / �\ \ A= 1034 57" p v a i o 4' \ EXISTING _ 35' / / / N 711 R - 175.00 y��'�4' ,hry tiQ g 20 "� 1 0j 4 f 1 ( I { BARN TO BED,, 21% a W ` L 32.32' Q O �O 21 20, 346 sq. ft. 00 °Da ( \ { REMOVED -- 5g� E /1?g'55 / NT \ Q�� ,� 20,356 sq. ft. 0 0.467 acres 1►l 19 { Z $6 / SEME \ 729 v 2 � ��* O 0.467 acres N N u, I \ \ PROPOSED 20' WIDE $� N 21 g� / T VEE EA \ �Q h � _ rn 31, 461 sq. ft. CENTERLINE of { { �W SANITARY SEWER EASEMENT j2 EE \ \ F Z ,, Z N 0.722 acres TO THE TOWN OF / 212• STR � EXlST1NG PAVEMENT / 10 =2 3' 712 c, THE DRIVEWAY FOR LOT 21 15 � SOUTH W7NDSOR � W \ �, � � 4 / /, ---p\��o MUST BE WITHIN 30 FEET EAST SIDE OF EXIS77NG { 171.95' / N ss "' " sue, o Q FROM 7HE LOT LINE No CURVE ALONG r PAVEMENT TO BE iNDENED TO { J3*14'58 E _ _... 10' / A = 13'0745 0, �z \ \ ��'�o, BETWEEN LOTS 21 AND 22 y� wo' A = 9f7 4s 15 FEET. { _,. ,_ 1' 23.3 124, 49' / Z R = 225. 00' \ �� `s' FL N R = 60.00 { CURVE ALONG ESMT. __ �� so Na,,\ STA: 4+:;.5't I w PROPOSED IMPROVEMENTS 1iJ {----/'38.s3 10' 8 rn L 51.56 \ o, p = 005137 = 0935'14" p1 728 �o O L = 95.61' LBE COORD/NA TED WI7H 7HE { 5 51' ,/ , " 00' ,. N r,n_j-1R so. oo' 28, 558 sq. ff. ztiQ - . 4' " <,, ,a TOWN FNGINFFR_ 1 { 13 sz•1 d .5R E - 149.22 / ro �_ o, •L - 10.04, 0.656 acres +- 80 2 21-` 1 _ \ 73'14'S8 " W / o {"' C,i' �, A O I R = 15.00' I 6''. �`\ L = 5.83 ^ -�- 742 CURVE ALONG ESMT. �3 rn �, CURVE AL LOT 1 N �301� i. = 487713 /L = 21.05 h _ \ P OPOSED UTILITY AND W SNET. ,�ri25{ N $g / / A = 0936'07" o ( o� o` / 727 `� 4 0� - " 627 EA MENT OVER ENTIRE { N 65� L = 10.06' o 0 o R = 60.00 / �i 624 ?3�. ` \ { 9+50 { in /102' / hi L = 50.57' d� - - -- - - -- - - - - - - -- { 21.26, / / ' r l ` / / - R - 80�00 1 �•�• ? T 1 SO O _^ 16� 9 2 116.37 /SLA D PARCEL a 1: _ `�'6j. ° o�f'oni " • 110.54 , a �- 'OO { ' 65 / - R-25' [� L-24.I 98.89 L 17'11 OS TOTAL " \ gA"17 106' + Yd CURVE ALONG LOT / 0' 10 PROPOSED LITY_AND / L = 21. gO.g?" TR-- 388.00 A=214'2210 \ \ S 68f 6g 1, A - 8048'10" / / \ \ EN77RE ISLANDSNOW NPARCE, L / y� 4 R� 625 R - R;400' ' �ao \ 153 { 5� 9 L 84.61 / L=237.43 \ R=138.00' N 6823'44" W 626 R=60.00 a Op' `� a� 722 721 �'s 150' L=224.49' �0 0 { { 25,017 sq. ft. �60 �y. ,��, o 09 36+9 ,1,\ ���r�y ¢cc' CURB UNE OF ISLAND J 2 0 { 0.574 acres R 634 \ / per0 5 ��?�sd� 543„ IS R.O.W. UNE �� R=700' 548 �. /635 �0/ r, y ao?off ?o3s o S 5 R=6' 5 ` o. soy \ �9» 4y3 S5. 8 { 10+0 O CURB UNE OF ISLANDh� / ��'o \ < 4$ 92 E ryry6 IS R.O. W. UNE �� 8j33. - _._ 52�8095. 544 $ r9` �y1 �0 �,� / \ \ 632 m R= f00.00' \� �J / { { I ' $ �y r\ Q� a�onrc E' S' 4 { N 0'12" Lr- 19.21' { I20' SEE SHEET 7B R�r �' / �`7?' 4$r R 2r I FOR DETAIL OF p�49'44' 0 �' { D \ PAVEMENT AT 539 R=130' R>130.00; Nit/ 4rry8 » =7G 537 'BULB" OF CUL-DE--SAC540 ro I o112• 10t50 { t { 1 \ w 6 Ra�Op 8 542 541 R= 83 tYr-- �186 lk9 \ { { \ N M �� 61.11 N 68 23 44 W Fj 4�g9A1 R142.0; ,' ��0 a / R ( d lo iI 21, 341 sq. ft \ 0 I I 0.490 acres \ Ga 633 S 6873'44" E 724 R=20O ' 50 L.90.00, �- { 75.12' L\= 641'Sf3" /� 14 _ 21, 961 sq. ft. fI EXIST. IRON PIN { >a � � •_ L=23.39 ,,,.,. - TO BE REPLACED WITH { +0 1178 ,pc'� - - - 0.504 acres y� CONCRETE MONUMENT �. {c�''i1 /� by 0 = 11 i74'04" �N. b• �o� { SNET a o� - L - 11.59' / 'Os ,mob` 15 j 1523 i e N 7074'47" W � N N 22,828 sq. ft. "1 0 z h 190.94' oa 0.524 acres 7D { 11+50 { ,: a .�, 22,799 sr. ft. 12 0.523 acres 20, 254 sq. ft. v 0.465 acres { { o 25,294 sq. ft. 12+0 { V THE DRIVEWAY FOR LOT 12 �I o 0.581 acres { I I - SHALL BE NO CLOSER 774AN 2. 75' { 50 FEET FROM 7HE LOT LINE I j ( BETWEEN L07S 12 AND 13 - - 5 8823'44" E - 808.38' (TOTAL) - - - _ _ - -- 1 S 665326"" E 115.83" - - - - _ - - 173.93- 3.33- 'r EXIST. IRON PIN -�-- 151.80' __- - 95.09' u, `�, TO BE REPLACED WITH - - - - - - - 0 59.20' 15' WlDE CONSERVAT70N EASEMENT -,- 181.71 CONCRETE MONUMENT 5.53p 96. 65' o � N 68 234 " W 1 co„ 151. 11 .53 APPLE I °SNET. 1523 a , a 56'29" 116.03' � I 549 SEE SHEET 7B FOR DETAIL OF-� 20' 1 PAVEMENT AT "BULB" OF 545 546 CUL-DE-SAC o g RIGHT iz R=700' 8547 .1 ,� CO 14 SANITARY SEWER R=400' EASEMENT TO LOT 17 v 18' S 6823'44" E ,4 = 177105" _ k / 630 28.85' 629 IF 4= 05 _ _ L-36.38 fobs?3.» Jj• 628 R-212�- �y - -. L - 28.32' A = 29'19'07" 18 CURVE ALONG LOT v R = 60.00� 43, 962 sq. ft. L = 30.70 1.009 acres �=07'05'42" W R-388.00' a? L=48 05' ZE TS C 16 n1 17 cn 22,136 sq. ft. w 20,134 s ft. 0.508 acres q v 13 w 0.462 acres w -I O � i a r g S 67'52 28" E r 11.06' 0 - 146.20' o -- 128.52' a, 130.23' w 10.99, o { ff77 N 66 5326 W NIP' KENNE7H & STELLA M[XlNIt7CK N 69 NIP NlLUAM H. dr MARlE BARON 1 7REE uNE I N/1: CONNECTICUT WATER WW-ANY NIP MARK LORR/E A COHE7V �08.11' N/P' ANDREW M., „R. & EV£LM D. KRELLER NIP' JASON D. & N/P' JOSEPH E: & MARIL M J. SC HOEN N/F ROOM 7' V: & JANE M. MAHONEY KA7HLEEN A RACE ¢ Q o z - = w 0 ¢ o 0 w Q t~i1 ^ z o ►- o - m I wa. a a W z� w �W w w w - o: Ix a Ix C C, W N 1 Q No. 9.344� pN� AL ,`1� lyoc\M. ALE- o�q No. 9344 ��. �!CENSE�.•'ee •••,`,USUIR ylil 0`` TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. !IiiT'Ti Cl& ElYQ7WERS WIIIII CON1rECTICUT • WILSON M. ALFORD,JR.AEA L.S. DATE: JUNE 3, 1997 SCALE: 1 IN. = 40 FT. F- U 1- U W z z 0 0 0 F -1 0 I ' I W � O 0 1- -{ yy o �-.J m Q m I--L-I � Ld ' Q w Ld w f-1 F- w Q 0 0 00 Sheet Vr u P: M96066 D: M96066S1 FOLDER: MANNARINO FILE: MANNARINO-AVERY 11 (SUBDIV) 95-•066 1 i N/r ROWCALU llVSn7U7& Na GRAPHIC SCALE - , \ 161.02 S 657124 E EXIST. IRON PIN , " 04 3+50 S 68'40 08 E •'� S 6779'05" E 261.27' -. S 69 25 55 E 1185 1186 143.80' 21. 9' 50.00' 705 189.58' 10. �3 740 150.593 139.43' 0 20 4o so 160 110' Z PROPOSED GRADING RIGH S Z I 10, I 10' L&P EASEMENT IN FAVOR OF THE TOI�N� OF SOUTH WINDS I �_ o I PROPOSED GRADI 'RIGHTS \ (IN FEET ) 30' R I I Z IN FAVOR OF THE TOWN AND 10' CL&P EASEMEN O 10' STREET TREE I N I I m I �tV OF SOUTH WINDSOR I 141 1 inch = 40 ft N 10 to N N f0 STR ET TREE IyF4,1� NOTE- EDGE OF WETLANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIENTIST, EASEMENT I I O { I p EASEMENT t \� FROM SOIL SCIENCE ASSOCIATES IN APR/1- 199(L 4+0 26 I N� LOCA77ON OF WETLANDS LINE HAS BEEN TAKEN FROM A PLAN EN777LED - NOTF N I 3 I ( I I { I 22,894 sq. ft. o �\ MAP PREPARED FOR REGINA M. BLOZ/E, et al, AVERY STREET, SOUTH AT 77ME OF ROADWAY EXTENSION, 77-IE PROPERTY BETWEEN T74E " I I { I ( 0.526 acres � 0" \ WINDSOR, CONNECTICUT,, SHEET 1/1, BOUNDARY/TOPOGRAPHIC SURVEY, TEMPORARY CUL-DE-SAC RIGHT OF WA>' LINE AND 7TIE PERMANENT o0 25,176 sq.ft. i I I t \\ \\ DATE MAY, 1990, SCALE. 1 /N.=100 FT., DESIGN PROFESSIONALS, INC., RIGHT OF WAY LINE SHALL REVERT TO THE ABU777NG PROPERTY 0.578 acres I WF#Ftt CIVIL ENGINEERS-PLANNERS-SURVEYORS-GIS, SOUTH WINDSOR, CONNEC77CU7- OWNERS. REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE ( I I SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING THE 7031 I 738 , A = 38 42103" CUL-DE-SAC ARE REQUIRED AT TIME OF STREET EXTENSION. / 5 I I L = 37.15' 1 4+50 0 / ooy 5 00 milks 70 S 67 i g'05" E 739 ---� S - z. , LOCA77ON OF PROPOSED EASEMENTS ARE SHOWN ON THIS PLAN. SEE SHEET 7 -- I l�h 55 7J , Al 174.86' / 27y'.UJ ' wTi15 FOR COMPLETE DESCRIPTION OF PROPOSED EASEMENTS. NIP GLADYS L. AND DAND M. BLOZIE =20.69 � WF- I AND cYNTHIA ROBINSON �,, � { �! �=2o.6s' o �. f w�� ,,..,...... -- ` \ LEGEND - ' a ^'S 67'19'05" E 747 Iylc g \ \ ID MERESTONE TO BE SET BY DEVELOPER 42 V , `WEB - IRON PIN TO BE SET BY DEVELOPER I EXIST. p I I <t v 706 164.68 ?gyp, \ WF76 Q 5+01180 IRON PIN \ EXIST. IRON PIN / S 68 40 07 E /r x WF#�2 WETLANDS FLAG AND NUMBER TO BE REPLACED W17H , I t `ram \ CONCRETE MONUMENT F I 150.00 40.00 y�� ,\ ' ,")� A = 622526" �746 \ / / I l<EXIS77NG �- sr _ \ 809 11 o /� >x� L = 59. 92' _ _ f l NOTES - 17 DRIVEWAY ENCROCHES �S `9` ON TO SUBJECT PROPERTY 8 <LA 6278'47 �i46 (� / p = 43 48'10" \ ` , ` - , ' I R = 25.00' \ l 25 I 1. OWNERSHIP OF THE 771REE PROPOSED ISLANDS WILL BE BY I { = 2Z l g 41 / R = 25.00' q I \ THE CUTLERS RIDGE HOMEOWNERS ASSOCIA710N. I / 4 " // L = 19.11 ' / 22,138 s . ft. I I ` I 5+50 � / ^ 8yy�/ 0.508 acres (SEE SHEET 7B FOR DETAILS of ISLANDS) / 808 / V T oa ^� A = 80 2558"l A ^ >1\ wF,�18 \ 2. THE SUBDIVISION IS IN COMPLIANCE Wi774 SECT70N 10.1, a OF THE mxui Z 1 I R = 1..00 ZONING REGULATIONS• EACH PROPOSED LOT CONTAINS A CON77G000S I A = O643'30� I 70 L = 21.06 �01 p \ \ BUILDABLE AREA OF AT LEAST 10,000 SQ.FT., INTO WHICH A SQUARE I -+ m I V 24, 068 sq. ff. z 2 L = 20.78 / , OF 90 FEET CAN BE LOCATED BUILDABLE AREA AND 90 SQUARE v 0.553 acres t 20, 009 sq. ft. / \ �0� p/ ( Q RE A C a cn 708 D, j � m 0.459 acres / �� � 37 � \ � 9fk• �� �. \ \ EXCLUDES WETLANDS, WATERCOURSES, DETENTION AREA, EASEMENTS I o co 00 9 �r \ AND SLOPES GREATER 774AN 159' . STA: 3+60.64� �� pie. 9 • \ '� �� � 1 a� ` i o /�o��y s S3� ti 709 \ \ / \ \ \ `u' \ J. SEE SHEET 7B FOR LIST OF COORDINATES FOR MONUMENTS PROPOSED GRADING AND I . p 1 r*1 / oG��e e0�, s8 ?ss3 �s. 6' �� �\ \ \ CLEARING ALONG AIERY 15' I L \ \ WF, 20 � STREET SHALL BE DONE / i / 1 A TO IMPROVE SIGHT I I q / �� �•� ? ry y9SF ��2 'A DISTANCE AT 714E PROPO ��tJ / �,�� • S 'y ? a �3, ��? �� \ ` ` ROADWAY IN7ERSEC770N. I XlS77NG BUILDINGS yE 733 ( I I EXISTING HOUSE ti EP/ 8S ?Oo2`12�. TYPICAL E BOTH SIDES TO BE REA40VED TO 8E REMOVED � � � � � 3, 7.A °°. � WF,F21 OF IN7ERSEC710N) I 1R£ES j/50 k `wo,� 9 , r6� ?9� �g + \ I �. 24 \ I A = 86YI0'00" _ 10� �O,qB 2086 �'� / \ 'Aoy �\\� \ 24,580 sq. ft. \\ 6+50 1 /? = 15 Q2_ _ - r fy L� �1 ko� / " 731 �s a, ` \ \ 0.564 acres 71.5 \ Too L = 22.51' 7.40' _. �' 00' ,�eO �5 , 3" 803221 I - - - - � - - ; - \ \ !' PROPOSED STORM DRAINAGE BASIN \ \ R= 15.00 a o \ I I 701-130.52 R�06 �19 .�o / L = 21.09 o EASEMENT TO THE TOWN \ OF SOUTH '""NDS,.'0, \ tvF` 2o - ' =500, 92 R=500' 9 N N . g* / V 3s R 3 �v \ \ �' y N \ \� 'S5� E N \ WF 23 I o � _ �, - . "A 3 g9 / / 'r'�•e 2 w �\� \ �g6 29 o \ � I R-7.5' rn - ' $ 50 �5 / \ 0 �' O S 69'14'56" E i� / \ N NJa t7� 200.0 / \ , p \ I 7+0 150.16' $ L / PROPOSED STORM DRAINAGE \ `\\ Q �+� o\\ OPEN SPACE ' / EASEMENT TO THE TOWN OF \ o 0 761,223 sq. ft. PROPOSED SNOW EASEMENT u v, R=7.5' __„. 23.30 _ A7,•00 _ A N / / SOUTH WINDSOR \ \ t \ \ _ �E_M \ '�25 I Z475 acres VVtR ENTIRE 13LAIVU PARCEL =5 ^"' 5 D CURB LINE OF ISLAND p-L�" _ �K= ��` �4 U" \ oo 1R - yr \ URUZE EXISTING ROADWAY FOR ACCESS THROUGH OPEN SPACE I 5a1 _ IS R. 0. W UNE " R-15' N 69-14 5$ W 0' I I \ / °= R,100 �'45" r 18.27 734 L'�82 8 r �' / 6 \ �� z 710 1 SfREEj EA EMENT \ \ \ wF24 \ \ TO BE DEEDED TO THE CUTLERS RIDGE 1179T. IRON PIN ,� , R=30' 1795 S g455 66, 6i3 ____ -- _�� 23,125 sq. ft. 730 N 10 OI &P 23 \ WF26 \ HOMEOWNERS ASSOCA177ON I S 69'14 58 E ^' 0.531 acres \ 10, \ 37. 48' / 1797 6 � 20, 000 sq, ft. % l 23.84' 1796 f / e 10 � ` 0.459 acres 744 S 64 4120" E 174.37' \ `-�- OJ�� W h 27 - KF��` 28 7+50 I I / -. _ _ _ R=112.00' N �p ASEMENT o ` 7.36' 67.06' 7 2s. \ Nov Rl I 1798 - R= 22 00' L=29.02' �o �� P E �c,: 99.95 Z 26.76' 2p, �,+� '\ WFF-29 1%1 0{ & o (TOTAL ALONG LOT o�\ �' `s 5p• ��Lp\ I I L=35.49' 0=1450'48" op �8 29'S5 / 10, N o OPAL) o ` I SNET 1526 A=9225'14 N � 07.89 \ 0.00 " o 0 0 (T �� �. E WF�30 I I WW 1ENCROACHING '� / 2 / \\ o p , / 20 `n� 00 m \ 55M E �� TAB 'QUO \ Zg 10' 10 PROPOSED 20' WIDE STORMN�' \ 748 \\ 8+0 \ DRAINAGE EASEMENT TO THE \ TOWN OF SOUTH WINDSOR I I 4 N \ Q I I \ \3f O I j 25,425 sq. ft. o 5 \ I 0.584 acres 22, 704 sq. ft. 7 \ o 0 2 \ rn s 0.521 acres 22 21,553 sq. ft. 10 p0 � 22, 408 s ft.- o 0 0.495 acres / w q' } I 0 I rn / �; ' \ 0.514 acres ,�o� , ry, { ! I \ Z= 1034'57" �, O Q v r o N rS'I 8+5 I EXIST7Nc 35' / / / N 711 R - 175.00 ohm hry O 21 0 20 I 18' e v „ O /. co 20 346 s ft. a \ BARN TO BE �---•-• ''- W " 2/ W � L - 32.32' �, v v :fir `. � �: �7• �-- E •55 / Q Q �l 20,356 sq. 0 0.467 acres I rrl 19 \ y I I Z REMOVED PROPOSED 20' WIDE S j L9.r'i N 8 19 51 / / SEE EPgEMEHT \ + 729 \ �e� �� /_ 0.467 acres f 2 `\' (� 31, 461 sq.ft. GEN7ERUNE OF l cA SANITARY SEWER EASEMENT 2 �2, EST \ \ �. N a 0.722 acres EX1.STING PAVEMENT , , { TO THE TOWN OF / 212• S� �'� SOUTH WTNDSOR / 10' \ =2 3' 712 c� o THE DRIVEWAY FOR LOT 21 W \ \ MUST BE WITHIN 30 FEET I I 4 D 1 f Oo R'� \\_ O. �r� ? Q cr�n., r, fr- , i.r I IA/r 11 (i- nIIM,A^ A/ -At^ I -T EAST SIDE OF EXISTING 1 I I161.95' --- �' / D" -.� \ ` / as , O •� rRVM inn LV r Lhvr- I (^• � �a W� 1ILM Vr- /iLV/YU 1 PAVEMENT 1Z7 BE WIDENED 7r7I I m S 7314158 " F -- - ; - y p' / = 13'07'45, �'` k �\ ` Qo ,\ \ %on's � \ / L BETWEEN LOTS 21 AND 22 I v 4: o = 91774915 FEET. I -- 123.32' 124.49 �� CURVE ALONG ESMT. R = 225.00 F ---��� w N R = 60.00 PROPOSED /MPROVFMEN7S TO I --.�- 38.63' , 10' z (�v, 0 = 0935'14"- g L� 51.56' \ 728 �'rn o . L - 95.61 BE COORDINATED WITH THE I I 135 51, / 260.00 _�_-- ` N ' R = 60.00' 28,558 sq. " \ �� o� �o \ A = 0051'37" _ TOWN ENGINEER. I S 73"14'58' E --- -" 149.22'/ N 01 0l L = 10.04' 0.656 acres 0 = 802421 `\ 7:5'14'58" W o a' a'c ' 6' L = 5.83' 742 / CURVE ALONG ES4fT. o+ gyp, o'{' CURVE AL LOT /R = 15.00 �- _ - --' A I �o = 487713 L = 21.05' \ P OEMEPOSN U OVER E AND S W SNET. ,K525I N r'30 .� A = 0936'07" Q { rn O °j _ / 727 iti 4 �\ - -EA MENT OVER ENTIRE I 9+50 j cn %10 /� L = 10.06' /�, �tj�o O R Q 5Q5�' / / 0- 8024 21624 �33� ` Sob °' -- - - - -- - - -- - - Q 16� 9 �8 116 3, T2TA _ \ \ ISLA D PARCEL I m / R = 00' 3`�?6+ 0 4 24 $1,� - g8.89' L = 110.54 _ 17.11'05" I 2 SE 106j CURVE ALONG LOT / 0' 10 �N()WOFAgFMFNIT Y 1/ro / AND/ / 5 L = 21. G�gO'9Z, R- tar3 nn98 _ N RR J3'44" W 626 R = , 4 P=21472 l0 _ % .. .. _.. _.._. 388.00P=Rn ion, 9 80,48,10"ENTIRE ISLAND PARCEL / /� * kL 722 72� 24 . ��> O �(Zs , n L_=224.49' $0 \ L 84.61 L 237.43 \ I 25,017 sq. ft. / 60 y� , �� / k`O o°j ss 4s?��, ° v CURB LINE OF ISLAND 0. 574 acres / R' 634 \ / 1 �6 e^ .S� ��2s4 ea �R� 543 a, IS R. 0. W. LINE ., 1�T R=700' `$ 548 ` \ \ �.� /635 �0f r, /may ` oo?a`�s' ?o3s¢q S s R-6 549SEE t , , , n I - / / nrren r /uc nr ICI AA/^ `_ ^ _ / / O' . A Y / \s�y3\ \ �/9� 4$.963 _21355" e S V�A/FNTT AT B FPOR� ESL OF 20' i I I tvry 4 0 ryry6 ISIR.O.W. UNE I.iLP„.,. vB�33'9 R=100.00 L 152.8�, $ ��.. // / -o.� \\ �9%96, 544 m 545 546 CUL-DE-SAC I Z 1 a ?g $ ' " �h�/ ALONG ES \ 632 S� R-1B3' $ RIGHT R=700' a' 547 .� I I q ,'u % 538 A' �1�2 y(� // Lam= �9.2130 `� \ ¢9�s46. )= 200 v SANITARY SEWER W I I n N 7.1.4012 W 20 R' l SEE SHEET 7B R�GhT0 / a` B3?• F q 18• /� 21�00, R=400' EASEMENT TO LOT f7 v I 1 1�?5.82 I I 1 c»a nr-rerr nc .n•64'56" 723 „�j� / �, 6.31 S771* 1 �" �' S39 R:130.00; "' 4r 70.18' S 6873'44- E A = 177105 p / PAVEMENT AT R=y30' ��112.8 `!�/�, ' /\ �� 41.7841• , A=p5222 R - 388.00' rn Aa 537 BULB OF CUL-DE--SAC N `U (} ,`Z / 18�0- 630 28.85 629 N 4 .. "L a• r1 ---� •�5 / I l0+.50 I , 0 540 4o'ke' . $ ' 3 D j PGF _ - L-36.38 10.0.5 , IF \ 6 R>,Op, g 542 541 R= �'R��a kg / P�� F v ` " - _. �'sea3' �9 / I N r7 61.11' N 68 23 44 W $ L�6g' �A� / Q� � .O / 1 I rn \ \ \_ i LEFT A = 07.39'17" 8 10 \��., o �1 kk- 5•ko / 7jPyv�c� �+ / / K = ZI1.00 - _ 21,341 sq. ft. \ \ \ oskpIpo 001 l.� �.-2 / / \ OJ \` L = 28.32' / N ` I 0.490 acres \ 633 S 6823'44" E 724 R=200' 90.00' ' 5 " 18 rn 75.12' 3 39 8M E� I 14 L1 = 2979 07 / R = 60.00 43 962 sq, ft. / 21, 961 sq. ft. / CURVE ALONG LOT N I ' ` EXIST. IRON PIN I ,� - - - - - --L? t L = 30.70 1.009 acres TO BE REPLACED WITH +0 TITS S �, 0.504 acres / A=0705'42" w CONCRETE MONUMENT Dry 6 _ r It R=388.00' °? a 1 L=48 05' rn I I � SNET rn L = 11.59' / �o ,�� 15 3 N I #52 3 °? N 70 7" W °o' / �V ry _ ' \� N 22, 828 sq. ft. ) b I 16 { N _- I 17 0= + _ �'� oo 22,136 s ft. I �_ 20.134 sq. ft. \ \ { 0. �i24 acres q. 190.94 + v.UvO acres z + ^' I i ' cn 13 ern_ (y ^' ` °' c I 0.462 acres I 11 +50 cn �` 22, 799 sq. ft. ; a �':� \ I I (,, ry N 0.523 acres 12 j I m I 2.4 54 0.465 acres { I CO o 11 0 c,r 25,294 s ft. t. 12+0 I v 0.581 acres THE DRIVEWAY FOR LOT 12 r S16��228 E I I c., t- SHALL BE NO CLOSER THAN 2.75' o _ _ - I � 50 FEET FROM THE LOT LINE _ _ -- I I BETWEEN LOTS 12 AND 13 S 68 2344" E 808.38' (TOTAL) _ _ _ _ _ _ _ - - .- - - 130.23' y, 146.20' , _ _ 128.52' N W , An nn, 1 99 EXIST. IRON PIN I S 66 5326" E 151.80' y y5.8 S 69 56 29 E - _ _ _ _ - _ - - - - - 173.93' 3.33' 2.97 131.6E5' I " TO BE REPLACED W TH - - - - - - 56.63' 59.20' 95.09' "` 15' WIDE CONSERVATION EASEMENT 181.71' CONCRETE MONUMENT 3 , h , 96.65 �N 68 23'4 W S °SNET1177 -N 116.0' f5665326W N K&WE7H & SM.LA MCLIN70CK 6956N/F WLL/AM H. & MARE G. BARON I TREEE ,\N/F COWNEC7IC1T WATER COMPANY I NI'Y MARK & LORME A. COHEN 11' N/E JASON D. h N/r ANDREW M. JT & EVELW D. KRELLER N/lr JOSEPH E. & MARILYN J. Sp40EN NIP ROBERT V. & JANE M. MAHONEY KATHLEEN A. RACE 0 J tL 0 Q m J a z 00 z z a n� z a o w a z � ZI 0 o a 0 a - U Q z w W W arn F- v�i z z w tz �_ z M iW7 ,,� z U Z 0,N Q Po a tr a m v "o Zw a a a to n V 3 w to w to w to o .- m �m m m m rn rn rn rn w o/ rn vi t` o TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. I.. S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 'al irlTTi CIM ENGkVEERS VVIVT3SM OCNNECTK= • WILSON M. ALFORD,JR.,P.E.& L.S. DATE: JUNE 3, 1997 SCALE: 1 IN. = 40 FT. F- U F- U Ld z z O U O N H 0 0 (~ �J W QV) o H W m CL 0 Q� W F- V) 0 00 Sheet 70Fll . ,.,,,vvv., ,.,. �nJvvvvJ� � VLV LI\. /nr.�a,nivr:v I ILL. f8r\I {�`71\IV17V-nYGttl 11 (SUBDIV) 96-066 CHANDLER DRIVE ISLAND SCALE.• 1 INCH = 20 FEET NOTES- 1. OWNERSHIP OF THE PROPOSED ISLAND WILL BE BY THE CUTLER RIDGE HOMEOWNERS ASSOCIATION. AN EASEMENT TO PLACE SNOW WILL BE GRANTED TO THE TOWN OF SOUTH WINDSOR OVER THE ENTIRE ISLAND PARCEL 2. AREA OF THE CHANDLER DRIVE ISLAND PARCEL = 665 SQ.FT. OR 0.015 ACRES. A = 24'15'48" R = 7.50' L =3.18' L& = 9772'31 " R = 5.00' L=8.48' A = 583140" R = 15.00' L = 15.32' - = c 69'f4'SR" E 35.00' 5.36 ---N 697 CURB LINE OF ISLAND IS STREET RIGHT OF WAY LINE 5.34 0 = 180t70'00" R = 7.50' L = 23.56' -555 W PROPOSED MONUMENTS ARE TO BE SET 2' OFF THE FACE OF THE CURB UNE (TYPICAL) WELLES LANE ISLAND - SCALE.• f INCH = 20 FEET NOTES- 1. OWNERSHIP OF T71E PROPOSED ISLAND WILL BE BY THE CUTLER RIDGE HOMEOWNERS ASSOCIATION. THE FOLLOWING EASEMENTS, OVER THE ENTIRE ISLAND PARCEL, SHALL BE GRANTED TO. THE TOWN OF SOUTH WNDSOR - AN EASEMENT TO PLACE SNOW - AN EASEMENT FOR PAVEMENT PURPOSES - AN EASEMENT FOR SANITARY SEWER PURPOSES A%J EASEMENT FOR STORM DRAINAGE PURPOSES - AN EASEMENT FOR WATER MAIN PURPOSES LOT 9 - AN EASEMENT FOR WATER SERVICE PURPOSES LOT 12 - AN EASEMENT FOR SANITARY SEWER PURPOSES LOT 13 - AN EASEMENT FOR SANITARY SEWER PURPOSES 2. AREA OF THE WELLES LANE ISLAND PARCEL = 3,178 SQ.FT. OR 0.073 ACRES. CONCRETE CURB TO BE PLACED ALONG "BULB" OF CUL-DE-SAC 3' WIDE S77?/P OF BITUMINOUS CONCRETE PAVEMENT TO BE PLACED BEHIND CONCRETE CURB A = 17877103" R = 20, 00' L = 6223' i i i� s b8 Ards o�F SEE DETAIL, ON THIS SHEET, OF PAVEMENT AT BULB" OF CUL-DE-SAC BITUMINOUS CONCRETE CURB-1 �r 0 = 2841'21" R = 100.00' L = 50.07' BITUMINOUS CONCRETE CURB CURB UNE OF ISLAND >o, IS STREET RIGHT OF WAY UNE A = 114040" R = 13a 00' 539 L = 26.50' 540 -171542 541 2' N 6823 44" W 41.35' PROPOSED MONUMENTS ARE TO BE SET 2' OFF THE FACE OF THE CURB UNE (TYPICAL) STEDMAN CIRCLE ISLAND - SCALE.• 1 INCH = 20 FEET NOTES- 1. OWNERSHIP OF THE PROPOSED ISLAND WILL BE BY THE CUTLER RIDGE HOMEOWNERS ASSOCIATION. THE FOLLOWING EASEMENTS, OVER THE ENT7RE ISLAND PARCEL, SHALL BE GRANTED TO: THE TOWN OF SOUTH W AIDSOR - AN EASEMENT TO PLACE SNOW - AN EASEMENT FOR PAVEMENT PURPOSES - AN EASEMENT FOR SANITARY SEWER PURPOSES - AN EASEMENT FOR STORM DRAINAGE PURPOSES SOT 15 - AN EASEMENT FOR SANITARY SEWER PURPOSES LOT 1s - AN EASEMENT FOR WATER SERVICE PURPOSES LOT 17 - AN EASEMENT FOR WATER SERVICE PURPOSES LOT 19 - AN EASEMENT FOR SANITARY SEWER PURPOSES LOT ZO - LOT 20 HAS THE RESPONSIBILITY TO KEEP THE SIDEWALK CLEAR OF SNOW, LEAVES AND OTHER DEBRIS. LOT SHALL BE GRANTED AN EASEMENT FOR MAINTENANCE. 2. AREA OF STEDMAN CIRCLE ISLAND PARCEL = 6,033 SQ.FT• OR O.f38 ACRES A = 1603854" S 6523.44" E 106.38' R = 6.00' L = 16.82' ' 543 544 545 06•' R 18300, (YIRR / lNF OF' ISLAND IS STREET RIGHT OF WAY UNE 549 4" TOPSOIL AND SEEDED qq LJ,.l.c.k• 1..Ytt. N w :.:: �u � w s" BASE 6" BASE 4 � 6' S1�8-BASE 6" SUB - DETAIL OF PAVEMENT AT "BULB" OF CUL-DE-SAC FOR SlE'DMAN CIRCLE AND WELLES LANE - NOT TO SCALE ISLAND BASE . a >4:,• �..r ]K•-. 2' MINIMUM I 3' " ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. TO BE SUBMITTED TO TOWN ENGINEER FOR APPROVAL CONCRETE CURB DETAIL - NOT TO SCALE FINISH. GRADE PAVEMENT 2-44 RESARS CONTINUOUS A = 164 42'16" R = ZOO' L = 20.12' BITUMINOUS CONCRETE CURB 1 112" BITUMINOUS CONCRETE CLASS 1* SURFACE COURSE (COMPACTED) AND 1 1/2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) STABLE PREPARED SUBGRADE 2' MINIMUM PROCESSED STONE TO BOTTOM OF CURB 548 R = 700.00 p s 09174'07" � 1 SEE DETAIL, ON THIS SHEET, OF PAVEMENT AT BULB" OF CUL-DE-SAC Ivc. '"' w 4773' �-2' A = 09V4'07" -- R�. n nn: 6o c✓ -r-r >. PROPOSED MONUMENTS ARE TO BE SET 2' OFF THE FACE OF THE CURB LINE (TYPICAL) L 110.80' BITUMINOUS CONCRETE CURB 547 A = 198YJ8'15" R - 20.00' L = 69.16' colvCRETE CURB TO BE PLACED ALONG BULB" OF CUL-DE-SAC 3' WIDE STRIP OF BITUMINOUS CONCRETE PAVEMENT TO BE PLACED BEHIND CONCRETE CURB COORDINATES OF PROPOSED MONUMENTS NOTE - COORDINATES ARE BASED ON M.D. C. COORDINA TE SYSTEM. STREET LINE MONUMENTS Point Northing Easting 625 626 627 628 629 630 631 632 633 634 635 683 700 701 702 703 704 705 706 707 708 709 710 711 712 721 722 723 724 727 728 729 730 731 732 733 734 738 1177 1178 1179' 1180 1795 1796 1797 1798 177177.0985 177140.6883 177114.5844 1770OZ 9954 1V^66.3Vn 4 177076.9301 177113.0002 177144.4294 177216.3304 177294.2673 177236.7623 177613.4325 177720.9306 177702.5806 177653.7159 177750.9798 177879.3228 177860.0419 177731.6989 177668.6856 177649.3205 177624.4223 177469.4265 177326.0285 177293.7681 177206.8917 177213.8256 177185.7697 177188.6703 177261.OJ81 17727Z 7106 177329.0822 177472.4801 177593.OJ24 177617.8729 177621.5207 177606.9593 177752.5522 177168.8438 177300.3510 177656.2002 177865.4767 177619.1576 177625.8288 177634.2740 177620.6199 213187.5578 213279.4989 213392.4592 213350.2481 ')I 1325V V432 213223.2221 213163.3984 213126.6911 212768.0102 212845.8629 212971.7204 212770.6442 212667.4239 212676.4729 212805.4445 213031.4666 213085.1064 213131.2394 213077.5995 213038.0505 21303Z 6014 213057.6830 213'1 D7. 1282 213098.3540 213099.3621 213075.8883 213057.8073 21297ZJ401 2128JZ 8559 213041.3461 213051.1964 213O48.4474 21JO57.2215 213018.7641 212998.7291 212979.6838 21278Z 7294 213086.3150 212482.8227 212530.0480 212647.9415 212710.9292 212715.2831 21266Z1220 212664.8320 212636.1536 * POINT 1179 TO REMAIN AS AN IRON PIN AND NOT TO BE REPLACED WITH A MONUMENT I I ei I I z ZZ W 0 J a w O U Z w U m U) w z o R w w � v m w cn p N W w v zoZI U w 0 J w O O w a. w w w 0 N w ui rn n n w co W I� co f' rn a, rn , �gM. ALP6 ; I •�o a c- Zl �• i Nc,� 93,� , s IONAI-_ I"Cca1�G TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 OPEN SPACE MONUMENTS Point Northing Easting NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL' 706 177731.6989 213077.5995 737 177734.0990 213078.6026 739 177675.4287 213270.8467 740 177783.2734 213315.9195 741 176767.9765 213492.5056 742 177033.4787 213600.4527 743 177240.2937 213565.7379 744 17735ZJ986 213300.6475 745 177457.2119 213306.7548 CIM EWNVEFRS 746 177622.5890 213278.0947 WI DSOR, OON EC KAH 747 177659.0514 213258.1675 0 758 177282.8499 213458.2773 WILSON M. ALFORD,JR.,P.E.a L.S. 1185 177730.3675 213456.9110 11056 177671. 8610 21 J583. 4721 1187 177397.8210 214253.9507 DATE: SEPTEMBER 2, 1997 1188 177168.6868 214280.9551 1189 176495.2281 214180.0918 1190 176534.8061 214068.4014 SCALE: 1 IN. _ - FT. 1191 176674.1038 213723.3909 ISLAND MONUMENTS U 1= Polnt Northing Easting U W Z Z O 531 177675.4271 212658.4232 532 177678.9796 212661.1870 533 177678.6331 212663.4727 534 177666.2326 212696.2022 v H 535 177655.9461 212692.3049 p 536 177665.6869 212666.5903 z 537 177260.4500 212776.1870 538 177283.8583 212803 5323 LLJ 0<T/� T 539 177243.5917 212839.0599 vr�l 540 177225.3650 212858.7851 541 177216.7179 212853.9420 I :D 542 177231.9424 212815.4980 (�� O 543 177144.0830 213186.7326 --�. 544 177137.3431 213182.6379 545 177105.7523 213234.6362 O 546 177088.1800 21 J279.0086 L- F-i 547 177039.2811 213378.6530 _ aio •��n�n zzz� .e.zzn. .nz ✓9'V liiV/L.J✓J/ L/JJy/.7'FLJ � Ill ' 549 177104.9155 213285.6361 Q (� L>J � Ld CL Q v 2f, t Ld Ld U) >- Q O w DD APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. CIO MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289- 7055 Sheet . • ..,vvvvv ✓• 1 VI..VL11. ir1lli <1 </11 �11.V 1 ILL• iti(ifiiT(�1 \IIi V"^n"'l.i\i II (SUBDIV) 96-066 N/1~ RANCALlJ MISTIIUTE: M/0 GRAPHIC SCALE EXIST. IRON PIN S 68'40'08" E 704 S 67'19'05" E 261.27' S 692555 E \ 161.02 i185 S 61391 �4" E 1786 3+50 Y - 143.80' 21. 9' 50 00' 705 189.58, 10.4-3 \ 740 WF�F3 • 40 0 20 40 so 160 Z �� 110. PROPOSED GRADING TO S IN FAVOR OF THE TO I Z N� , 10' !-- ' 10' -- L&P EASEMENT \ • ON OF SOUTH WINDS R ° o 30 IPROPOSED GRADING RIGHTS t IN > \ ' I IN FAVOR OF THE TOWN AND 10' CL&P EASEMEN 10' SIRE T TR I N I o cn I I + OF SOUTH W/NOSOR \ 1 inch = 40 ft• O 110 t`? E EASEMENT EE 10' ^j1 o o i I ^ Iti I o o _ STREET TREE I EA NOTE- EDGE OF WETLANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIENTIST, FROM SOIL SCIENCE ASSOCIATES, IN APRIL, 1990. \ \ I _ cU'it I -. I 26 rv� LOCATION OF WETLANDS LINE HAS BEEN TAKEN FROM A PLAN ENTITLED - \ NOTE- N I } ��'„ I 22,894 sq. ft. rn o "NAP PREPARED FOR REGINA M. BLOZIE, et al, AVERY STREET, SOUTH AT 77ME OF ROADWAY EXTENSION, THE PROPERTY BETWEEN THE o 3 I :k I I r'I I 0.526 acres CJi \ \ WINDSOR, CONNECT)CUT, SHEET 1/1, BOUNDARY/TOPOGRAPHIC SURVEY, 0 TEMPORARY CUL-DE-SAC RIGHT OF Wo AY LINE AND THE PERMANENT 25,176 sq. ft. I I I I \ DATE- MAY, 1990, SCALE: 1 /N. =1 DO FT., DESIGN PROFESSIONALS, INC., RIGHT OF WAY LINE SHALL REVERT TO THE ABUTTING PROPERTY D.578 acres \ *FoFl1 CIVIL ENGINEERS-PLANNERS-SURVEYORS-GIS, SOUTH WINDSOR, CONNECTICUT' OWNERS. REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING THE 703 1 738 A 8 '03" CUL-DE-SAC ARE REQUIRED AT TIME OF STREET EXTENSION. / / i _ 4+50 �n 0 / / 0� 4 s ao 'f'.• \ s J � �WF�10 \ \ W7`"�-13 , NO Tr" - 739 IS 7031'44 E LOCA77ON OF PROPOSED EASEMENTS ARE SHOWN ON THIS PLAN. SEE SHEET 7 2'f 9.53' i r o ` 1 S 67'19 73i74.86 \fe1 WF�!`15 LFOR EGENDLETE DESCRIPTION OF PROPOSED EASEMENT& { N/� QLADYS L AND RAND M. BLozIE =20.69' / `� '�� I 55 i- 0=2133,09, WOF6 "\ { AND CYNWA ROBINSON C4 ' -� I �� ',05" E 747 Wt=�d � i '� 1 \ \ MERESTONE TO BE SET BY DEVELOPER a r •-. � � _ ���• 1 \. \ EXIST. p I I V V 706 8• W! /F16 0 IRON PIN TO BE SET BY DEVELOPER 5+0 J1180 i -' 190.OD'IRON PIN , r `9- rEXIST. IRON PIN S 68'40'07 E x WF,�2 WETLANDS FLAG AND NUMBER TO BE REPLACED WITH 40.00' j i -FCONCRETE MONUMENT [' 150.DO S \ \ , �� = 622526"746-EXiSnNG , L = 59.92'\ _DRIVEWAY ENCROCHES 6s 9 - 809ON TO SUBAECT PROPERTY d • * 0 = 62'1847 � � �0�a � \ - - - - -' if f ` ND l �S I R = 25.00' `.\ ntn _ / i 25 \ I 1*FOFi \ 1. OWNERSHIP OF THE THREE PROPOSED ISLANDS ►MLL BE BY 1 { / = 27.19 4 00 / O^ 811 / 0.5088 acres es ft.THE CUTLERS RIDGE HOMEOWNERS ASSOCIATION. { 5+50 � ( � (SEE SHEET 7B FOR DETAILS OF ISLANDS) { I / 0 = 80 25'58" / WFj� f8\ / 808 / �' ^ / 2. THE SUBDIVISION IS IN COMPLIANCE W17H SECTION 10. f.a OF THE r.t c� O •. R = 15.00 ` \ ZONING REGULATIONS; EACH PROPOSED LOT CONTAINS A CON77G000S 2 2 A = 0643'30" / 707 L = 21.06' ' ,� s \ \ BUILDABLE AREA OF AT LEAST 10,000 SQ.FT., INTO WHICH A SQUARE {065 L = 20.78' S0 os� \ OF 90 FEET CAN BE LOCATED BUILDABLE AREA AND 90' SQUARE v D. 553 acres 20, 009 sq. ft. / \ p �? { c{'it o w� 0.459 acres , / a1 708 , \ \ �0 0M a� EXCLUDES WETLANDS, WATERCOURSES, DETENTION AREA, EASEMENTS { o tb STA: 3+60.64 �`� S , 99' \ • 1 �� AND SLOPES GREATER THAN 15i). {! N70.9 PROPOSED GRADING AND 0 i m 3. SEE SHEET 73 FOR LIST OF COORD/NA IFS FOR MONUMENTS CLEARING ALONG AVERY ` 15, /� \ , STREET SHALL BE DONEWF/F20 { _ 1 �i� � \ TO IMPROVE SIGHT / 0� DISTANCE AT THE PROPOSEDI ROADWAY IN/tKStC770N. tARbIINU VUILDINU 5V` r `� �. + ?• `S `\ \ TYPICAL OF BOTH SIDES EXISTING HOUSE �P / �' 6'i 733 3S_ < ? �3• O s . { { TO BE REMOVED TO 8E REMOVED + �(� 3' `ycc21 OF INTERSEC170N) 24 \ w 0 z 0 a a < Z G� Z ~ N ig a w a o < w < ►- /n �' o Z W w U M n lZal N < tl F- vs W W o a a a. a < i fwf) W_ w i it m rn rnLu No. 9344 { G = 86 OD'DO" /� tam i 0 8� 5 0861E ��o �b / \ 24,580 sq. ft. \ ,•�,<<'�;;�iM ACFO;p7t�, 6+50 ` t~ R = 1_ S Win-- _ - - - { ' jy6 �%2 � ko� / 731 �js a' 0.564 acres 745 \ \ \ : ��'�� { 7 L = 22.51' _ _._ 740' 00' o��A �2,,5 # A x 8032'21 " \ \ oo- ��. �\\ ` \ -- R�17�' R' B$ �y / R = 15.00 Q° \ o \ \\\ PROPOS£DAND TORM DRAINAGE BASIN \ \ L * 3 { 130.52 d 19 / L = 21.09' o \ 41 { � 701 oti° i '� �, � \ Q� EASEMENT TO 7NE TO \ \ _ N0. 9344 { �N 69'1458 137.92' 0 R62 sus \ Q of sot/TH WiNDsoR \ 189 rn _ _ - =500' R=5o0' N , 39 g / \ r,�s p\� \ ��;29 55 , o� o S U { m /R 7 5 a - 8 0 159 / \ v+ 1y �\ S 8 2 0/ O , S ss't4'sa• E !y" L / / PROPOSED STORM DRAINAGE \ N �: \ 00'0 - o \ Ut ` \ OPEN SPACE 7+0 �. EASEMENT TO THE TOWN OF \ cr O O O` 761,223 sq. ft. �� \ �y, p cr 0',1 \ wF1F25 17.475 acres TO THE BEST OF MY OVEROENARE SNOW EASEMENT =5 533 °i R-7.5 p0, 23.30 227.00 r / SOUTH WINDSOR Q y O 1 M 4' �,, �� 51s CURB UNE OF ISLAND 2 R= 04 / \ N M z w PS o �' o \ �- "� KNOWLEDGE AND BELIEF R= 4 ' \ C £ \ U77LIZE EXISTING ROADWAY FOR ACCESS THROUGH OPEN SPACE { { ssf _ IS R.O.W. LINE „ W N 6 '1458 W p 20.5 � \ • � 2 d° �EEi j \ o � WF/'24 \ THIS MAP IS SUBSTANTIALLY I { , 7R=30 R'1o0�6.33'34 7.36 7 78.Z7 734 L=82.81 �' 6 \ 710 10 5 EA MEN \ o z \ \ CORRECT IN ACCORDANCE TO BE DEEDED TO THE CUTLERS RIDGE EXIST. IRON PIN / 697458" W 4 17. �' -'- \ \\ 10' CL&p 23 �� \ HOMEOWNERS ASSOCA177ON WITH BY C.CLASS A-2 AS DEFINED _ N 58/ 23,125 sq. ft. 73o t o \ I { 80 5.03 0.531 acres 805 `• -� 6 � \ 20, 000 sq. ft. \ \ \ 'Al 0 f \ 29.68' n 45Q acres \ Uf'.A -*7" � ;WJF28 ,� o 744 S 64 4120 " E \ -- J� " <' { j J = 9225'14" C� = 1956S4 174.37' 758 ` ` \ ®'%�� L.S. N0. 9s44 L = R = 109. DO' � // P EASEMENt \ \ 7.36' 67.06' 99.95, z 26.76' �� �O s W AF29 n i { ` L = 24.20' L = 37.95 -'`-� , 6 29 55� W t 0. GL& \ o o\\ /�� TOTAI. (TOTAL ALONG LOT) o�j S Sp 4 j�_ �y�S { { SNET.#526 �S Sg \ C3 o O_ \ \ 0 00 N cp. r, 750 E �WF�F30 { W/ ENCROACHING ,/ 207' ` \ 3, �= \ \ 20 /� ,o\ `O� Go, (O o 1 » ) T TA \ = 14 40'19" "`/// 5 4WYF-A R = 99.00' `� �°' o+ ` S 86�g�5 i \ 10'JO' PROPOSED 20' 4VlDE SlORMNG \DRAINAGE EASEMENT TO THE 746 ` ` \ / Q TOWN OF SOUTH W/NDSOR \ { 8+0 1 L = 25.35' I cn � W!<,rF'3t� I tit a { { 25,912 sq. ft. rn oN` 22, 704 sq. ft. , 7\1\ '- o O.595 acres 0.521 acres 21, 553 sq. ft. \ t 0.00 \ `72 { 0 0.495 acres - w 22, 40i3 sq. ft. t0.00 6 0.514 acres " .� ��J 1 �0 nitill 8+50 �= I U J4 '� i" �� o I cr l I I 20 n 1 I EXISTING j 8 35 / / \ 7t t R - 175. 0 C) � � ry O 21 u°j I Q to 2 Q O A � 20346 sq. ft. BARN TO B£L C,a / e W \ L 32.3E �v v v :V ` V) <t ` REMOVED 53 £ -1! g'S5 / s 2g356 sq. s p 0.467 acres r� 19 ` 29 / N 86 2 1 --� ASEMEN \ 729 ? h / ry 0.467 acres cV "I rn 31, 461 sq. ft. ` { PROPOSED 20' WIDE 5�, 21 g.5 / E � \ e�(, Z - - - - - CENTERUNE OF { �� TONTHE TOWN OF ITARY SEWER EASEMENT /2 TREE1 \ EXISTING PAVEMENT , / t0' rJ II � 0.722 acres Zti2' S \ =2 3' 712 \4 ti THE DRIVEWAY FOR LOT 21 _ f5 cfl SOUTH W/NDSOR / / yV s a 2 MUST BE WITHIN 30 FEET r r _ /6.2g'S5 \ 0�� \ ?� V �.� �'�� o ° o CURVE ALONG T EAST SIDE OF EXISTING 161.95' --- / N 8 \ s 0 2 FROM THE LOT LINE r� 3.14'58" E _-- / 13ti7'45` ► u �a s"o Q / BETWEEN LOTS 21 AND 22 _ w� R = 60, 00' PAVEMENT TO BE WIDENED TO { 5 7 _..3. 10' \ �� \ \ 06 t 23.32' 124.49 / R = 225. 00A �s .� \ A. 4+3s.5rF 15 FEET. I { CURVE ALONG E'SMT. �� p O�.• L = 95.61 PROPOSED IMPROVEMENTS TO ---�- 38.63' 10 = 09 SONG 8 L\`= 51.56' \ 728 a o _ BE COORD/NA7E0 W1 TN THE { 135.51 ' 260.00' -� N R = 60.00' 28, 558 sq. ft. ) o" » " - 0 = '802421 -' \ � 1 S 73.14'58 E 149.22' L = 10.04' 0.656 acres �'�, \ L = 5.83 ` \ 742 TOWN ENGINEER. .._ yy / o Imo, v,c�, t t,^ 73 t4 58 CURVE ALONG E'SMT o Li. { �� CURVE AL LOT /R = 15. 00' �, r �--� SNET. ,{525{ �� �'30 /� = 09 36'07" o �' of O °1 = 487713 L = 21. D5' / 727 tih 4 \ \' - - r -�' r 627 \ \ PA -WEND UTILITY ANDS W _7� { *' N 88 6F /L = J0.06' o o O R = 60.00' \ / / �/ . „624 3 - - - - - - - - - - - 16 \ EMENT OVER ENTIRE E �,o2. �*i�_} -' L = 50.57' 4s { SA Sn -® _ - n - '19 28 , 11f).37 ISLA D PARCEL { 9+50 { f "} I 33' o..t015736-- - - - - 110.54 � / i tom- Vvc+u ,i p), p v » L `/� W { { h 6 65 �~ PROPOSED T7 ALlTY AND / " / R = 00' \ �6`� �' L=24.15' 98.89' L = _ 17.11'05 T TA R \ `� '�84'17 , ,� .. / R=25 L = 21. C:610 ® - A=21422'10" \ S 68� t0 VI CURVE ALONG LOT / 0' 10' ` & g0 82' �R = 388.00' 153• /A = 8048'10` / \ SNOW EASEMENT RC / G ��� R=138 00' 625 N 68 23'44 W 626 R, 400' R=60 00' o \ t { 5 of 9 f L = 84.61' Lx23743 \ ENTIRE ISLAND PARCEL //A Jj a� 722 721 p 1js4 R=,j- �L=224.49' �$. ao { 25,017 sq. ft. // / g0 00 �1 �� / ab o°' 41 *s �<'r �' , CURB UNE 0F' ISLAND { / / R� / 1 ' y� 3• I v R=700' g, 548 { .t 0.574 acres 634 \ p16 �2Sd� �! 5i3� IS R.O.W. LINE v LEFT \ 0 'oo?O• ?03 �oo -, R=6' $ , { 0�0 / / �►rh \ `� _ �%` / / \ `�',r9•54'13'S5" $ 549 SEE SHEET 7B FOR DETAIL OF 20' I I I { { k CURB LINE OF ISLAND \ o. b� yJ� u 9�E _ g PAVEMENT AT BULB" OF t0+0 { N / ra 0.B� r $1' / o \ ��9 it°i 546 CUL-DE-SAC Cn /S R. 0. W. LINE , ,3 • - 152' $ S 544 545 0 / L'` ' "to \ 6.37 =183 547 R=100 00' �h' / ,u G E' \ S �. v 8 �+cHr 8 { � 't2 { p N 71 40 2' 12" � "' � / L= 049 2i ' \ \ \ 49�546'• R;«,o, '� SANITARY SEWER { 'i W SEE SHEET 7B R/ R' / sB3 E R=400' EASEMENT TO LOT 17 / T ^y. ?' Oar R'•27 \ / { f 96.82= J _ f L FOR DETAIL OF 539 Q 49 723 �_ 8�758" 2 70.18, S 682344" E A = 17-1105" I PAVEMENT AT R=130' Ratt2 % �aj1 ``� \ �esre �1 " �- 105* 2 R = 38B.O0• 1� 537 BULB" OF CUL-DE-SAC ro L s " i -� 6' 28.85' 6p 4, 540 44 • • 3� D �G� 630 629 L-36 38 lO�g• C 11637 p,5 / 10+50 t \ 542 541 g,4o p0' tg8 9 ,� ?3" 4,68\� 94J / { {F \ N� �� $ 61 11 N 68'23 44 W $R=g9 °� R �4fl !k pR 0 `33' 628 { { LEFT $ .1 ��� �C� .110 Q5 A = 0739'17" �� { c,, 10 \ �"� 00142.51 •46 / / 51 S�� E �� �� R - 212. 00 21,341 sq. ft. \\ os�. 00, L = 28.32' vl 0.490 acres \ 633 s s823'44" E 724 R=2p0 00' 5 �-- = 29'19'07" /� 18 0> 75.12' � 2 39 8' L s� I �/14 I �n R = 60. 00 / a EXIST. IRON P/N { ` �. 1178 - - - -' - -- - - - _ q'L = 30.70' 43, 962 sq. ft. 21, 961 s ft. / CURVE ALONG LOT ti (F-- A-0710542"1.009 acres TO BE REPLACED WITH 1+0 I �0� /\ 0.504 acres I CONCRE is MONUMENT I �v n L=4&05' � 8.0rn foob i SNET { L = 11.59' /� ,� 15 3 523 { 16 N 70'14'47 W ea0 `V c'2X, 828 sq. ft. ;� 22,136 s . ft. o0 17 01 o 0.524 acres h q 20,134 s ft. o, 0.508 acres rn o q. �+ *� } 1 cn 13 a'• y 0.462 acres j { 11+50 ` I cn22,799 sq. ft. 12V. JG J aci cs \ I I 20,254 sq. ft. v \ J 1 t 0.465 acres S 6752 28" E NOT VALID WITHOUT A UVE SIGNATURE AND EMBOSSED SEAL ■ � ■ ■ 1 i 1• 1 C/WL ENGWERS WN4390K CONrECTTCUT • WLSON K AIYCRD,,iq.,t'.E.& LS. DATE. JUNE 3, 1997 SCALE: 1 IN. = 40 FT. U U Ld z z O �Ll •• U 0 �y O to z W � O o x UJ m d W � w � cn m U C Lwi o � � V) Q b (b 0o a 25, 294 sq. ft. r r os' { ' THE DRIVEWAY FOR LOT 12 12+0 { r 0.581 acres SHALL BE NO CLOSER THAN 9.7S' o Sheet { I 50 FEET FROM THE LOT LINE _ - `~ _ _ _ _ - - - - - 1 r BETWEEN LOTS 12 AND 13 S 68,3'44" E 808.38' (TOTAL) _ _ _�- - - - - 130. 3' Yl 146.2D' O S S5'S3'2F F ,r, o�• tr5 R3' ! 5 69'S629" E - _ _ _ _ - _ "-I--- f73.93' 3.33' 9 131,66' 128.52' g `1 w� 10 99' . r"'j /"1j� 2 �, _ w J () ('� CM31. IRONPIN -_ -� -� /JI.OV •�. _ _ A -.-. TO 8£ REPLACED Wf7N - - -' � - - - - - -� _ 0 59.20' 95, 09' "' 15' WOE CONSERVA 77ON EASEMENT CONCRETE MONUMENT ` © 5 53' h 96.65 N 6823' W 08.11 ' N �� D 7 �C APPLE �SNET 523 1177 ---N 66 53'26" W N KENNETH & STELLA AICUNTOCK N 6956'29" 116.03' A M/ 41" H. & MARE a BARON! � TREE LAME } N/f CLNNECT)CUT Wit TER COMPANY ! N/F MARK & LORRIE A. COHEN NIP AAADREW M., JR. & EVEIYN D. KRELLER N/OP JOSEPH E: & MARILYN d SCHOEN N/F ROBERT V. & ,AANE M. MAHGWEY K Ti1 MV A RACE • n. uncncc r,- a.nn n.r.. .-., .ter .... .. ..... .......... ... .- .. .. _.-_._._ S 69 2555" E 1186 \ At/'P RONCALLI INS77TU7E, INC. S 67'46'09" E 1187 LitlrAvhl(; SCALE 40 0 20 40 so 160 C ------ 150.59' \ 724.32 ( IN FEET ) \ \ 1 inch = 40 ft lI \ 1 LAJ 2 \ \ \ O 1185 S 6571 '24" E 139.43' v� I \ \ cp+ t4j _ r 1 \ _ NO7E- EDGE OF WE77-ANDS WERE FLAGGED BY EARL BEEBE, SOIL SCIEN77ST, \ N" S 70 31'44� E - _L 1 - _ -- - - - \ - 1 FROM SOIL SCIENCE ASSOCIATES, IN APRIL, 1990. LEGEND - - ^ 219.53 t LOCA77ON OF WE7LANDS LINE HAS BEEN TAKEN FROM A PLAN EN77TLED - p MONUMENT TO BE SET BY DEVELOPER I MAP PREPARED FOR REGINA M. BLOZIE, of al, AVERY STREET, SOUTH \ \ \ \ W7NDSOR, CONNECT7CUT, SHEET 1/1, BOUNDARY/TOPOGRAPHIC SURVEY, \ COORDINATES OF PROPOSED MONUMENTS - \ DATE. MAY, 1990, SCALE. • 1 IN. =100 FT., DESIGN PROFESSIONALS, INC., CIVIL ENGINEERS-PLANNERS-SURVEYORS-GIS, SOUTH WINDSOR, CONNEC77CUT" N07E- COORDINATES ARE BASED ON M.D.C. 1 1 0 COORDINA7E SYS7FM. Point Northing Easting APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. C/O MR. ROBERT MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289- 7055 \/ 741 176767.9765 742 177033.4787 \ \ 745 177357.3986 745 177457.2119 \ '!% 758 177282.8499 \.L\ 1188 1185 177730.3675 1186 177671.8610 1187 177397.8210 1188 177168.6868 1189 176495.2281 \ N \ 1190 176534.8061 7191 176674.1038 o \ o` �\ PROPOSED DETENTION BASIN �\ \ AND STORM DRAINAGE EASEMENT \ TO 7HE TOWN OF SOUTH W/NDSOR \ \ Z 24 745 UI--L l V .5 PA CE � \ \ 76 1, 233 sq. ft. Z 77.475 acres 0 0 \\ \ \ OPEN SPACE SHALL BE DEEDED TO THE CUTLER RIDGE HOMEOWNERS ASSOCIA T70N 744 � 1 \ \ N 64 412758 0" W 174.37' � /V .00, \ SEE SHEET 7 748 \ \ 22 2 ado N� �i 0\ 20 W I � 1 \ 742 ' 1 �( / t \\ STEDMAN CIRCLE cn N) �8 m \\ \\ \\ �\ /S 20' DRAINAGE EASEMENT FAVOR OF N \ \ \ \ \ I.R.SIICH ASSOCIATES n15 (L7) � \ \ o 372.07' 741 249.24 '' N 68 0049 W Qjo N 6260.191" N/F JAMES M. & CARLA G. N/F WILLIAM MARY A. ROMEO NjF HELEN L WELCH I N/F MARK & LORRIE A. COHEN ` NIP ANDREW M., JR. & EVEL YN D. KRELLER \ N/F JOSEPH E. & MARIL YN J. SCHOEN 1 N/F ROBMAHON� JANE M. N/F�JASON D. � KA TT ILEEN A. � N/F PAUL H. h /RENE H. HINDLEY N/F MICHAEL J. � DARLENE EGAN NEISWANGER RACE 1190 213492.5056 21J600.4527 213300.6475 213306.7548 213574.5102 21J458.277J 213456.9110 213583.4721 214253.9507 214280.9551 214180.0918 214068.4014 213723.3909 118.50E N77"W N/Y ROBERT A. & SUSAN E. DOW ING 65 H 0 ♦ r�•''M• ALP - 7(1V'•'� No. 93" - *w •_u S U v0..0' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTIN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE n,n-A-� .&- ruo- JIVI`WI IRCC f4w CI'aV.7JCU !IfiilrTi Cl VL EAK.IWERS WNDW , 0014W-r- cttr s WILSON K ALF=,JR.,P.E.& L.S. DATE: SEPTEMBER 2, 1997 SCALE: 1 IN. = 40 FT. F- n U F- 0 w Z Z O Llj O to N Z Cf) w�0 �o �Q� o� W a W V�j a Q (� C 14 w tr Q a 00 �hVUL 7A C)'"i I I P• UQFnaF. n• AAQAnF;ai 7 Ml nFR• UAWN ARIRIn FII F• UAMMAIMMn_AVrVY It 96-066 CHANDLER DRIVE ISLAND SCALE. • 1 INCH = 20 FEET NO7FS- 1. OWVERSHIP OF THE PROPOSED ISLAND WILL BE BY THE CUTLER RIDGE HOMEOWNERS ASSOCIATION. AN EASEMENT TO PLACE SNOW WILL BE GRANTED TO THE TOWN OF SOUTH WINDSOR OVER THE ENTIRE ISLAND PARCEL 2. AREA OF THE CHANDLER DRIVE ISLAND PARCEL = 665 SQ.FT. OR 0.015 ACRES CURB LINE OF ISLAND A = 247548• IS STREET RIGHT OF WAY LINE R = 7.50' L = 3.18' -- S 697458' E 35.00' 533 A = 9772'31' S 0 5.34 A = 180,00,00" R = 7.50' R - 5.00' 053t L = 23.56' L = 8.46' 535 S36 0 = 5831 40" 27.50' 2' R - 15.00' --N 6914*58' W PROPOSED MONUMENTS ARE TO BE SET 2' OFF L = 15.32' THE FACE OF THE CURB LINE (TYPICAL) WELLES LANE ISLAND - SCALE 1 INCH = 20 FEET NOTES- 1. OWNERSHIP OF THE PROPOSED ISLAND WILL BE BY THE CUTLER RIDGE HOMEOWNERS ASSOCIATION. THE FOLLOWWG EASEMENTS, OVER THE ENTIRE ISLAND PARCEL, SHALL BE GRANTED TO - THE TOWN OF SOUTH WINDSOR - AN EASEMENT TO PLACE SNOW - AN EASEMENT FOR PAVEMENT PURPOSES - AN EASEMENT FOR SANITARY SEWER PURPOSES - AN EASEMENT FOR STORM DRAINAGE PURPOSES - AN EASEMENT FOR WATER MAIN PURPOSES LOT 9 - AN EASEMENT FOR WATER SERVICE PURPOSES LOT 12 - AN EASEMENT FOR SANITARY SEWER PURPOSES LOT 13 - AN EASEMENT FOR SANITARY SEWER PURPOSES 2. AREA OF THE WELLES LANE ISLAND PARCEL = 3,178 SQ.FT. OR 0.073 ACRES CONCRETE CURB TO BE PLACED ALONG BULB' OF CUL-DE-SAC 3' WIDE S7RIP OF BITUMINOUS CONCRETE PAVEMENT TO BE PLACED BEHIND CONCRETE CURB A = 17877'03" R = 20.00' L = 6223' 536 ?o-F j S3 / t f`- SEE DETAIL, ON THIS SHEET, OF PAVEMENT AT BULB' OF CUL-DE-SAC BITUMINOUS CONCRETE CURB --I b = 284121' R = 100.00' L = 50.07' DETAIL OF PAVEMENT AT "BULB" OF CUL-DE-SAC FOR STEDMAN CIRCLE AND WELLES LANE - NOT TO SCALE CONCRETE CURB a : U ti .' • s �i 6' BASE uj 6" SUB -BASE I 2' 8 ISLAND 4' TOPSOIL AND SEEDED 3' • ACTUAL DEPTHS do MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. TO BE SUBMITTED TO TOWN ENGINEER FOR APPROVAL CONCRETE CURB DETAIL - NOT TO SCALE FINISH. GRADE PAVEMENT BITUMINOUS CONCRETE CURB CURB LINE OF ISLAND 0 IS S7REET RIGHT OF WAY LINE a = J 1 40'40" R = 130.00' 539 L = 26.50' 540 0 = 164 42'16" R = 7.00' L = 20.12' n542 541 P' 2' N 6823'44' W 41.35' PROPOSED MONUMENTS ARE TO BE SET 2' OFF THE FACE OF 7HE CURB LINE (TYPICAL) STEDMAN CIRCLE ISLAND - SCALE. 1 INCH = 20 FEET NOTES- 1. OWNERSHIP OF THE PROPOSED ISLAND WILL BE BY THE CUTLER RIDGE HOMEOWNERS ASSOCIA7ION. THE FOLLOWING EASEMENTS, OVER THE EN77RE ISLAND PARCEL, SHALL BE GRANTED TO THE TOWN OF 1:OI/774 Rfhfns(W - AN EASEMENT TO PLACE SNOW - AN EASEMENT FOR PAVEMENT PURPOSES - AN EASEMENT FOR SANITARY SEWER PURPOSES - AN EASEMENT FOR STORM DRAINAGE PURPOSES LOT 15 - AN EASEMENT FOR SANITARY SEWER PURPOSES LOT 16 - AN EASEMENT FOR WATER SERVICE PURPOSES LOT 17 - AN EASEMENT FOR WATER SERVICE PURPOSES LOT 19 - AN EASEMENT FOR SANITARY SEWER PURPOSES LOT 20 - LOT 20 HAS THE RESPONSIBILITY TO KEEP THE SIDEWALK CLEAR OF SNOW, LEAVES AND 07HER DEBRIS LOT SHALL BE GRANTED AN EASEMENT FOR MAIN7ENANCEE, 2. AREA OF STEDMAN CIRCLE ISLAND PARCEL = 6,033 SQ.FT. OR 0.138 ACRES A = 160 J8'54" S 682344" E 106.38' R = 6.00' L = 16.82' ' 543 544 4 545 1g71 p6.Ej R � 1.6300L = 61.81' BITUMINOUS CONCRETE CURB CURB LINE OF ISLAND IS STREET RIGHT OF WAY LINE R 549 - 546 N 682344" W 47.73' 2' A = 09194'07" R - 700. Y PROPOSED MONUMENTS ARE TO BE SET 2' OFF THE FACE OF THE CURB LINE (TYPICAL) 1 '-6. 2-14 REBARS CON77N000S 1 112' BITUMINOUS CONCRETE CLASS l+ SURFACE COURSE (COMPACTED) AND 1 112' BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) STABLE PREPARED SUBGRADE 2' MINIMUM PROCESSED STONE TO BOTTOM OF CURB CONCRETE CURB TO BE PLACED ALONG �\ BULB" OF CUL-DE-SAC \ 3' WIDE STRIP OF 1 SEE DETAIL, ON THIS SHEET, \ BITUMINOUS CONCRETE OF PAVEMENT AT BULB" OF CUL-DE-SAC i PAVEMENT TO BE PLACED t BEHIND CONCRETE CURB i i 0 = 198t78'15` 547 - R = 20.00' L = 69.16' L = 1fo.gC. BITUMINOUS CONCRETE CURB COORDINATES OF PROPOSED MONUMENTS - NOTE- COORDINA TES ARE BASED ON M.D.C. COORDINA 7E SYSTEM. STREET LINE MONUMENTS Point Northing Eosting 625 - 177177 0985 213187. 5578 626 - 177140. 6883 21 J279.4989 627 - 177114.5844 213392.4592 628 _ 177007.9954 213350.2481 629- 177066.3084 213250.0432 630- 177076.9301 213223.2221 631. 177113 0002 213163.3984 632, 177144.4294 213126.6911 633 - 177216.3304 212768.0102 634- 177294.2673 212845.8629 635- 177236.7623 212971.7204 700 - 177720.9306 212667 4239 701- 177702.5806 212676.4729 702, 177653.7159 212805.4445 703- 177750.9798 213031.4666 704 177879.J228 213085.1064 705_ 177860.0419 213131.2394 706- 177731.6989 213077.5995 707 - 177668.6856 213038.0505 708 - 177649.3205 213037.6014 709 - 177624.4223 213057.6830 710- 177469.4265 2131OZ 1282 711 - 177326.0285 213098.3540 712 - 177293.7681 213099.3621 721- 177206.8917 213075.8883 722 - 177213.8256 21 J05Z 8073 723 _ 177185.7697 21297ZJ401 724- 177188.6703 2128JZ8559 727- 177261.0381 213041.3461 728 - 177277. 7106 213051.1964 729 - 177329.0822 213048.4474 730 - 177472. 4801 21 J05 Z2215 731- 177593.OJ24 213018.7641 732 - 177617.8729 212998.7291 733: 177621.5207 212979.6838 734- 177606.9593 21278Z7294 735- 177653.9631 212663.6695 736 - 177644.6535 212644.1160 738- 177752.5522 213086.3150 1177 - 177168.8438 212482.8227 1178- 177300.3510 21253D.0480 1179' - 177656.2002 212647.9415 1180 - 177865.4767 212710.9292 * POINT 1179 TO REMAIN AS AN IRON PIN AND NOT TO BE REPLACED WITH A MONUMENT 41 U N p W � J O J U cn w O 0: p w co D w 3 D M z U m w w w o O F n p w w NP, ui N ^ 1 Q L] 1 Of 0 I rn . ` .•AL p � J NO: < 8144 • ".� •• 10 4 gylt�. '• i a7efrj v ' 1 0` No. 9344 �iN�•S U TO THE BEST OF MY KNOWLEDGE AND BELIEF OPEN SPACE MONUMENTS THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED Point Northing Eosting BY C.A.L.S. L.S. NO. 9344 706- 177731.6989 213077.5995 737' 177734.0990 213078.6026 739 - 177675.4287 213270.8467 740- 177783 2734 213315.9195 741, 176767.9765 213492.5056 NOT VALID WITHOUT A LIVE 742 - 177033.4787 213600.4527 SIGNATURE AND EMBOSSED SEAL 743 • 177240.2937 213565.7379 744- 177357.3986 213300.6475 745. 177457.2119 213306.7548 746, 177622.5890 213278.0947 Alford 747- 177659.0514 213258.1675 "� 758- 177282.8499 213458.2773 118.E 177730.3675 213456.9110ASSOCIATES, INC 1186- 177671.8610 213583.4721 1187 - 177397.8210 214253.9507 1188- 177168. 6868 214280.9551 CIVL EAK* EERS 1189- 176495.2281 214180.0918 1190- 176534.8061 214068.4014 � 1191 176674.1038 213723.3909 WILSON M. AIFORD,,JR P.E.6 L.S. ISLAND MONUMENTS Point Northing Eosting 531. 177675, 4271 212658.4232 532• 177678.9796 212661.1870 533 1 177678.6331 212663.4727 534. 177666.2326 212696.2022 535• 177655.9461 212692.3049 53'6` 177665.6869 212666.5903 537` 177260.4500 212776.1870 538 177283.8583 212803.5323 539• 177243.5917 212839.0599 540• 177225.3650 212858.7851 541. 177216.7179 212853.9420 542• 177231.9424 212815 4980 543• 177144.0830 213186.7326 544- 177137.3431 213182.6379 545• 177105,7523 213234.6362 546• 177088.1800 21J279.0086 547- 177039 2811 213378.6530 548• 177072.3337 213391.7423 549• 177104.9155 213285.6J61 APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. CIO MR. ROBER T MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289-7055 DATE: SEPTEMBER 2, 1997 SCALE: 1 IN. = - FT. a- Sheet 7BOFll A ----------- n. >.,ncnc c n- unc nc coa r`l rrl_ M w u I w Olaf.-1 - 1 _ r_ M`f[)l Inn IJ- IV!Mntinn�l rlH I) r R'Mli ImamiifCllVl I Fit r' MMNIVAKIIVt1-AVFFfT 11 (SUBDIV) 96-066 r_1____ . - ft % -A, wN k "&T, v%% �-r. \ %,, v % \ __0 _cf� -V-' ✓ Ezyl - _�__ - -' ,z I sqy ` 4`��S �`�' " v► \ �� \` \ SVEEt ENT �Y! i \ 600 SIN A ,mil -' d) \ o y 101 .- �.)> w 14 . \ \ 'A w� %f ; �'� F��s �y9y'Q/ " h'yl� �,yS�`�5,��'C��\ 11r, �N 36r - hi /+ p T I ` \ \1 CI / �� vF �,c' -ycl v 15 4c:_`�Q 'SIT \� 'T:1.p A41 /V1 t \ * z A 33�� ` -A t / / l�o� ,fs .pF� �,,yF,o�F,o F.rr oy c s 'o 1 SEMEN 1-1 \� \\ \ s 'mac,, cr S,q �+,o `4q Sy * +O q/N /" Fyq,` S,9C, // \4 �� E / \ \ ` Q % ' N % F / / c q,P, ,/ O 0,q- .�'F �4"e, Z)pTY9T C'; �Gt, �A1leln FF, 356.0 354.0 / \" \ �" eT , lI ` �F°�ipF �yb FF, ,oO''� F'y� �'`h F /,-S, GARq EN , 347 3 -A � %1\ m \ F r��C,eo�F o ill ,`, q �� !0/cc �Fq F.Q/>/, � �, O00, Q ASEMEN 46 2 ` APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. 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I _ s - . ." _ i - - I I t _ _ _ --- - -.-_ _ _ ; µ , , _ i _ _\. - ttj }} a� !j l t ` { E 1. - { i } - �_. - _ - -r - _ i - -- _ -- --i IF �- �` I t 1 1-r w i i 1 , - f -- -- }- i 1 i i t I ,i J` - - ------_- -- \ P: 96,066 D: M96066PP FOLDER: MANNARINO FILE' MANNAMW)--AWRY 11 - _ \ (PROFILE) 96-1066 / ' ���,r• ` - / .:r.-.: ��`� 0" i�PQQ� \ e 2 =�s6 o� + 3J d F=- o �e F _ ,�k• Q Al °B. .� j 332.0 �•� �� NOTE �a\� GARA 7-=323.3 JO s� 7HE "AS -BUILT" PLAN AND PROPLE SHEETS Iwo FL- I22 t rRED gFa ° G�� SHALL HAVE MONUMENTS NUMBERED AND �\'iAN P(/MP REQU OQO���101 THEIR COORDINATES LISTED. \ Q o V 0 �c�yy651 2c\� `fly, \ h °� a F • Ji 1 \V'\j• Vt �J J ��'4+\\ o`y / J hp ��>3 i p'pa326. a < cn O! may, O a I b /-7 �� Fpd329• fb.337,06ycn wL) Ir < N GARAGE E347.332.3 I I 64RgcF4s ! / ' 0 � e,I \ 1 /r '� � , ��P�� 6°' ' /! o �Q�r��a��' C3 N a. w5; BAS W h V 4. qq o �\ \ FL= 331.2 F BgSE 342.5 a yh 4 A / o / f / w 8 8 N rN N �; 336.3 �� 3FN� 333 6 , �' c�� ��4 i �,�p / �f vJ o / �` a w it W � - 3A6.0 3AA•0 35 3n \�\0111_ / / \ i O1 N 0� \ \ - \1 I N 6i 3 tv� .Oe �C�\ `� r 'p m�u \ V• Bp,'� J33/ �/ 1 \ v o0 �(7L�0 /�/�'tDDiriCAlv�T Alr'L N o> or co 00 �� S,2q,�� 3�6 1`L a,��� ,NOFp ��g / / o.\ /� CONTACT PERSON: -1-16 z `t3 MANNARINO BUILDERS, INC. CIO MR. ROBERT MANNARINO k"�►�,. \41�aa►e�) �� FF= 350.5 �� \ +�, / �o ���° , kp // p�hh / ` 1169 ELLINGTON ROAD �rM.e►eFo-:� GARAGE= 348.5 `"4r / �; �`' �� y `i' �� 2 0 k� �" ��o�;•coo 'Qo 8 w o wo MENT=341. �k• SOUTH WINDSOR C T 06074 , 340.7 y,� z6 �;' so• °l" r , GF,��� �k ���s \ TEL. # (860) 289- 7055 = * 3 No. 9344 >r" w P 5 V ; ol3' GRAPHIC SCALE'--�.� ° ;• 1 , '� /, � _•-1 I_ �, �- SX IT DIS 211� y -- __$c055'40" E c%-16.06r-q s, 0' - OONRAN/cs w < ! 3 W P + y 3 6• �i 2 / �. k IN FEET t� / k l o w I N 5 54 3 P� / ` �- V a 5 6 �' y /� `b 1 \ ' 1�0 F. - v0 O � 06 ! 48.36 p� 0 e l �� _ L �� ��y ^ R , GF, 0 �6 \\�\ / / 1 inch - 40 ! i iy y"6 �' I p�� I w�� ► ` 27 4S L= 72.6 7' h� P' gg5� �P 15�0 _'� �`� 1 °j \ s R=150.0f' ,\ / i GOP F� F� a� No. 9341. •: _ a°R /P� THE LOCATIONS OF UNDERGROUND UT7L177ES ARE APPROXIMATE AND ALL ���••e 05 f /"� o ±�?o %ti o `'7+" j 01 UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL '� o.$..14 o �--1 ! o Q�� GE= 348.5 V / �0' 0 ' CALL 1-800-922-4455 AND HAVE U77LI77ES MARKED ON THE GROUND. ``-----� • w SEMENT=341.8 \ ! FD FL= 340.7 f !! f SAN. FL- 339.0 G$ q,QA.is�O \ ` ��� /\ _ TO THE BEST OF MY f Q f NSF �F` �,,,, g s �� LEGEND KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY �o („ l! '� f sq �. 1 • 3� k2 �` FINISHED FLOOR OF PROPOSED HOUSE \ 9 �, N 3g �¢? �� '' f +9 . ' 356�y (' 1 \ FF=350.5 ON LOT CORRECT IN ACCORDANCE �� 0� ti I � `� 3 � �Q� '�°j � / N ��3 Z0" w o I i FF ARP Eli Al • �01�' WITH CLASS - AS DEFINED \ BY C.A.L.S. �p�`�� g �� 9� ��`` `'f 1� �\0�1I gPSF� FL 3 \ \ / �L�• 5=318.0 FLOWLINE OF SANITARY SEWER LATERAL \� .1 I �. \T\'_ O 19• M /\ wl. ` AT' TLC A/A/A/ / IAIC ; a c p I " U) \ �/ \ \ `p NOTE, LATERALS ARE 6"0 LS. NU. J344 w 6O FD=318.0 FLOKL/NE OF F0077NG DRAIN / ! / �``,,l� �\ F.35 £�3 3*1 � AT THE MAIN LINE ? i Z , FGpRMENT 46.2 5 \ COLLECTOR DRAINS ARE 8,.0 NOTE- FOOTING DRAIN LINES ARE 6"0 Wve)' BPS 3 342• \NOT VALID WITHOUT A LIVE tit ` w i 2�' SIGNATURE AND EMBOSSED SEAL c - w or-;xn ¢riASSOCIATES, V7. 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 I N �. e- , + .`J. d wrsohl K At FOf:� JI4.J'.E,4 • `� _ 5 ,�r� 3 - •� • ' ' , 19 DATE: JUNE 3 97 fj �a C�1`• f ' I I. 1 - 1 _ a r 11 V ^ r t V _•_`� -j- SCALE: 1 IN. = 40 FT. 119 \ i ,_.'. _._.I._.....�__-.i--.- -1 __.. ` _ ; Y1W - • _.. cc -,I __. r... _ 1. : _ �"�►.�v -. -- � a.. '!•."."�. .""� ww.{ .. .,. 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Sheet 1 � i r tt s f 129 =-8" 0 SOR-3035 PVC ®! 0.5ox 186 =8" SDR-3035 PVC 0 0.62X 121'-8" 0 SDR--3035 P ® 0.50.1' 107 ' 8'PO SDR•-•+30 5 PVC 0 0.50 1.30,-8-0 3Q35 PVC 0 0.50X J 01F 11 : f _ I c t , 0 { , n_ unnnnn ram. ....n n.,nr... .-... .. ,_.... ....... .._.. ... -.. _ (n ( o 1 1 II O 1 �m 50 ' I II CEWMINE OF 1 EX/STING PAVEMENT I Il f5 EAST SIDE OF EYJS77NG PAVEMENT TO BE WIDENED TOI 15 FEET. II PROPOSED IMPROVEMENTS R) 1 1 BE COORDINATED WITH THE II 70M ENGINEER. 1 II SAI T. 2 3670 MAPLE t TO BE REMOVED 1 I 50 II EXIST. SAN.MH II 7F=332.53 FL N=328.03 FL S=325.53 I ( I( 1 1 0 II 41 I I II 1 II I II u I II II E ION PIN II ( II TO LACED WITH MONUMENT II ( II II ( II ( it ( II• ( II } it ( II I! PROFILE "A" _ __!_. F t- _T_ 0+00 , i �#.=II��-i► �— -r---� -fl- ' --+ , T i T I j —+— i--- I I 1 ? t , L. j i i ' I i i i I I - - - _i 110 CDR+- 5tP 1.5 -j l 1f S R-}30` 5 P 0: ORk i i t F 1 1 t I I I 1 R L soa�C ALONG E' =0 5330 ct L= 19.11' ry G� �356 Bq 4?,gcF 0 SgN'`z� 3T� 3 APPLICANT AND CONTACT PERSON: MANNARINO BUILDERS, INC. CIO MR. ROBER T MANNARINO 1169 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 TEL. # (860) 289- 7055 GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) 1 inch = 40 fL THE LOCATIONS OF UNDERGROUND UTIL177ES ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. � W s I FE U y 1 � h i7f i of w w H Q AlFo�o�•� �g•y 1 = N0. 9344 �i�� tOtr11L vk �O� CON/y �' Via„• ALp6�ar, `•� Z s No. 9344 •• "off. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS — AS DEFINED BY C.A.L.S. L.S. NO. 9344 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL r Tp.W.. 1 EXIS77MG 3670 MAPLES TO REMAIN u k nn► At I I wrc••nn 2� r►ri. I I I v I I NIP ry wn,Rir rn�rrlvrc, im%. GRAPHIC SCALE PI -_dhl T% ` SYMBOL QUAN71TY BOTANICAL NAME COMMON NAME SIZE 71ME TO MATURITY MATURE HEIGHT/SPREAD Q _J _ -•,� \ DECIDUOUS TREES: PA a IN FEET `� 334 \ I j - PA---_ ` ���''`�- �� \ AR 20 ACER RUBRUM 'KEI THSFORM 'KEl7NSFORM NORWEGIAN 2 1 /2" CAL. B&B 20 YEARS 50,130, 0 1 inch = 40 f ` �'`. I -` o \ NORWEGIAN SUNSET SHANTUNG SUNSET SHANTUNG' MAPLE FP 15 FRAXINUS PENNSYVANICA PA7MORE' PA7MORE' GREEN ASH 2 1/2" CAL. B&B 20 YEARS 70' / 40' O I I \ PA 13 PLATANUS X ACERIFOUA 'BLOODGOOD' BLOODGOOD' PLANE TREE 2 1/2' CAL. B&B 20 YEARS 90' / 60' Z PC 8 PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR 2 1/2' CAL. B&B 10 YEARS 50' / 30' ACCESS TO OPEN SPACE SHALL BE \ C4lArrRC• Q DESIGI AICU %APT SPLIT RAIL FEENC AT BOTH ENDS AND 3'-4' TALL \ MR 16 RHODODENDRON MAXIMUM MAXIMUM RHODODENDRON 18'-24' HIGH CONT. 10 YEARS 15,115, > EMERALD GREEN ARBORVITAES, AS SHO*K\ A FP 1 \ PJM 35 RHODODENDRON 'PJM' PJM RHODODENDRON 18"-24" HIGH CONT. 10 YEARS 8' / 8' 2 O TS 22 7HUJA OCC. 'SMARAGD' EMERALD GREEN ARBORVITAE 3'-4' TALL B&B 15 YEARS 15' / 8' +- 13 N1jr GLADYS L. AND DAND M. BLOZ/E " ARC AND CYNTH/A ROBINSON n� _ I ( I Ts Ts 1 r' to �N ._ r;%cN. v 332 AR NO. 93<iIa �T 'Al FP OPEN SPA CE { { / / �� \/ S \ • \ , `\ I UTILIZE EXISTING ROADWAY F AC * OR LESS THROUGH OPEN SPACE No.9344 j PC KNOWLEDGE AND BELIEF A �Q� ': / I .`�___ � .� \- ,\ r\ \ \' \ \ \\ \ � TO THE BEST OF MY I' I 4-PJM THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE • � 'J-<36� !NE � \ i \ .,t \ ` � � "� � WITH CLASS A-2 AS DEFINED BY C.A.L.S. � I , _ _- �`�� \ � 13 � � r �i `� •�� � \��. '._, .._.:;�'`'�=``., -� �\�� L.S. N0. 9344 AR i I EXIST. 30'/ c y \yr`\� MAPLE TO REMAIN ally f \ / i^ �` \\\ `��-0 `JQ I \ NOT VALU) WITHOUT A LIVE VA SIGNATURE AND EMBOSSED SEAL OPA T 57GHT DISTANCE EASEMENT ~1'\ \ i o G \ ti°p ONLY GRASS /S ALLOWED TO y `�—� ` \ Alford O BE PLANTED AND NOTHING \ ,�---,` \\�` \ SHALL BE ERECTED IN THISASSOCIATES, INC. AAA `` `� `�_ �\ 1•. `��'-. \\ — y REMOVE OF EVtRGRE E HEDGE TO REMOVED, WHERE NECESSARY �. E�iAC� MAPLE A �. EMAI EXIST. - .. t \ / ' �= � � BARN, \` 'y I`TO BE REMOVED � \ \• � �• � ---=�[ `\`, � I /� \__-_✓�� / �- `\` :; / �, I 2j \ \� DATE: JUNE 30, 1997 I - SCALE: 1 IN. 40 FT. EXIST. 36'0 MAPLE / / ` \,` \\ 1`\AR;i;j\FP — 33 ` 'i { TO REMAIN . _ _ �I �., 70 WIDE iv inDE -- -- I �\ PA �' ��STREET TREE EASEMENT y ' 71— STREETS TREE EASEMENT FP z �LIJ % - PC t rrr ,G-i EXIST. 3470 MAPLES O �5 �` 3 4-PJM ° { TO REMAIN \ FP mac, Y - 4-PJM, �� \' Z s \ 8am PC N" / \ 'mil n o AR l 4-P 8- PJM -- - , % AR 4 346 t r r-PJM ? O LLJ / / -9 d p 1, m 1<LA- AR 6- \s 4 q { \,` PAS 4,AR Q- AR \` FP 3,34 o .00 _ .a. oneei Y - 352— —354 - .fps c9 o , , I I 1 ti 3� Q ;. APPLE N/� COVVNEC7lcuT WATER COMPANY N/7 ,LEEN D. A - N NETH S M " N W/LUAM H. & MANE � BARON I E I I N/,r MARK & LORNE A. COHEN \ N/)' ANDREW M., „R. & EYELYN D. KREUD? N/P KPH E & M"LYN d SCHOEN N/Y ROBERT K & ANE M. MAHANEY IUTHLEEN A RACE { KEN 7ELLA Ci./NTOCK I I P: M96066 D: M96066LS FOLDER: MANNARINO FILE: MANNARINO—AVOY 11