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HomeMy WebLinkAbout86-55 Rainbow Hill Subdivision Plans 7 ��`' L' "� ` � n/� 13 . A drainage assessment fee in the amount of $1, 600 shall be submitted l C>iv ? aI T �Q U,Z�2 G il-7 C -�CAL r SULLIVAN AVENUE SOUTHWtNDSOR, CONN. 06074 t0 this Commission. AREA CODE 203/644.2511 14 . A liability :insurance policy shall be submitted to thin Cossini1ssi on" COD naming the Town of South Wind:.or as an. ; nsuresl, with a 'comb,in?d September 9 , 1985 single limit for bodily injury and/or property damage in the • � / amount of .$1,000 , 000 . 15 . This approval is subject to the conditions of approval of the Wayne C. Gerlt , Esq . inland Wetlands Agency/Conservation Commission . SAND ROAD / P. 0 . Box 559 South Windsor , Ct . 06074 16 . N6 building permits will be issued until a?1 conditions of with, and the final plans have been approval have been complied / Dear Wayne: riled in the Office of the _ Town Clerk. Re: App . #1085 - The Home Farm Partnership 17 . Prior to commencement of site work, a meeting must be with Rainbow Hills Subdivision Town staff . Please be advised that the Planning & Zoning Commission voted to approve the application of The home Farm Partnership, for a Black acid white transparent mylars of the Y� pver. sheet , plus shears subdivision known as Rainbow Hills , ! ' � , � t ' located on the east side of ,!_ t zrou�r,.h a ic. inc�.u�.in}, t f� , must be subn" .�t�t<<! to this Commission Ellington Road , opposite Parkview South Condominiums, in AA-30 and to be signed and stamped . The letters ot. -ipproval of this Commission, RR zones, as shown on plans prepared by Gardner & Peterson as well as .he Inland Wetlands Agency/Conservation Commission , must CP Associates, be reproduced on the mylars and three _,blueprint copies must be °. dated 5/3l/8S, revised to 8/8/85, subject to the follow- submitted . After signing , the mylars' will be filed in the Town Clerk ' s 4 ing modifications : Office . They must be filed within 90 days of the date of approval 4 1 . This approval is for 32 lots numbered Lot ill through and (by December 2, 1985) . � Lot #33 is not approved . A licant must return including 1132 . PP PP Yours very truly , . to the Planning` & Zoning Commission for approval of Lot. #33 . PLANNING AND ZONING COMMISSION 2 . The plans shall be modified to indicate the trees around Parcel A will be planted in clusters , and, will contain a mixture of j. �' N 4 qc� /�alt�deciduous and coniferous trees. By • .�_ all i Robert F. C lligan, C airman ¢ 3 3 . Concrete sidewalks, built to Town specifications, shall be installed on both sides of all interior streets. Sidewalks y o _ will not be installed along Ellington Road. �- .ss� u� ;'r� T 5 �: fry. f21 �� �tLCZ 1W�i'zCl_for the Open Space and roadways must be submitted to this �" ��� Sao SULLIVAN AVENUE SOUTH wl DS t ONN. 06Q74 4 / �° 4 . Deeds F F Y �_ .`� AREA CODE 203/fi4A-2r�11 4jp Commission prior to fling said plans . They must be approved by the Engineering Aepartm.`nt and Town Attorney , and be in accordance with the policy for accepting deeds (attached) • The July 17, 1985 deeds will be held in escrow until completion of the subdivision A and then referred to the Town Council acceptance .for Home 7 rm Partnership , 5 . Drainage for this subdivision is subject to the approval of the o� _ _ Town Engineer . ''979 Ellin iron I oad �P*0,10 4A South Windsor, CT 06074 CERTIFIED MAIL 16 o y 6 . If , for any reason, finished grading and other site work is not , completed, the Town Engineer shall determine the amount of a cash 4`S�{,• ` ® / o bond to ensure final. g g radin and site work. This cash bond roust be Dear Sirs: submitted prior to issuance of a Certificate of Occupancy . At the July 75, 1985. meeting, the South Windsor Inland Wetlands Agency/gQnservatiori Commission approved with conditions, Application No. 336 for the purpose of development 7 . A' lots must be connected to the Town of South Windsor sanitary / 4.1 S bps // Sewer system and are subject to the approval of the Water Pollution of a conventional residential subdivision of 32 homes on property located on the east SaPg�� Jq Control Authority . Road south of Valle View Drive, South Windsor. �. side of EllingtonY h'ps 19 J S . Water shall be supplied to this subdivision by the Connecticut The permit is based on the plans entitled "Rainbow Hills" prepared for Home Farm r 20 :rater Company ' Partnership, 435 Buckland Road, South Windsor, Connecticut, by consulting engineers. of 3� 9 . Street lighting shall be installed at intersections and on the Gardner & Peterson Assoc. Such plans are dated 5-31-85, being revised on June 28, 1985; N J3 ot 2g ?� n/f cul-de-sac in accordance with the policy established by the r h 12 of 12.- , / �$�Approved o a� MBRi.BS• of of "' `_'own Manager (see attached letter) . sheets I th oug gL°t ?? KuRrz AN ANTHONY]. & eoB Tg. �c The following conditions must be 'adheres! to for this permit to be valid:. / Pof $2MIBORGSS B$ATMEC• � 10 . Street names and locations of fire hydrants are subject to the n/f HOLY rrs 1, A_$15,000. bond is required. Ni. &DOROTHY approval_ of the Fire Marshal of the Town of South Windsor . Street CARLSON names and supporting posts shall be installed by the developer Construction activities shall be subject to the approval of the Town SCOTT DRIVE names in conformance with the standards of the Town of South Windsor 3 �. at no expense to the Town. Engineer. o n/f 3• The application shall indemnify and hold harmless the Town of SouthLOPAWB, 11 . Prior to the building o.f any structure on a lot , a topographic , ma drawn to a scale of 1" - 40 ' Windsor against any liability which' might result from the proposed p , shall be submitted for each NSpA�B ?D 2� lot in the subdivision, showing proposed contours and elevations , operation or use. No building permits will be issued until the proposed contours t is valid for one year and shall expire July 15, 1986 if not• / l r and floor elevations have been approved by the Town Engineer . 4. The permi 2S in-t'ated and completed within one year from n/t 12 . Quantity estimates must be submitted to the Town Engineer for the Quf- of approval. y date / ?6 O G O$GS A.&HTM H. Very truly yours, - 1 �Ggg purpose of determining subdivision bonding, and all bonds shall / be posted prior to filing the plans . JAMBS T.NS URY ri . ohn '`loran, Jr. , hairman The Commission voted to accept a letter of Credit , subject T BREEZY HILL ROAD to the A I\..�,ti3 ��:�..A�Ds AGENCY/ __. e approval of the Town Attorney. Said Letter of Credit CONSERVATION CO3N1MIS510N must be renewed on a yearly basis until completion of the development . If a new '1,etter of Credit has not been received within 30 days before the expiration date , the Commission may , o SOOTS 11IND50R TM at its option, call the Leiter of Credit it is holding . CS Cn L 200 100 0 200 400 600 IElD GRAPHIC SCALE 1 "=200 ' TOTAL NUMER OFLOTS 3aj,szs,7o5 S.F. CONVENTIONAL SUBDIVISION -------- RR & AA-30 ZONES SOUTH INDSOR CONNECTICUTUTH �3 FLA. SUBDIVIDER: HOME FARMS PARTNERSHIP 435 BUCKLAND ROAD •�°�°'�`°r°�'- ®,4 U+ A f •ice SOUTH WINDSOR CONNECTICUT �`�'�f��°` R.,a;T�=_::' ��P°a� 0°" 0 r T r h°(�T�1� a s}i �.� Cl �00<P��/!�Q• 7b/?Li=��s ENGINEERS: GARDNER PETERSON ASSOC, `vti -e �:;, o` - _� 08602� 576 OLD POST ROAD 4tsias� S�DNA4 ftiG e�,, - �PPiasrucsax, _ - ' TOLLAND, CONNECTICUT O° r V � � N �• N S 'o �9 w CA �.. g o c V patu8 k �8' Area O.7 1,101 SF 16 3 5 \ Npe�v�o o� 35 � 9j 36 1 Ac' Area _ s °o� t 0.909��17 S,F °° N 5q° -, - Ac. Q y ?J 07•,Jv �, 4., 16 oc ?o , 14 J _ � 19 o a :-rea = 35,210 S.F. \ s So N 7 0.81 Ac, ` ?S Area - 36.165 S.F.' 4ZO 0.83 Ac, j a o C 8 o , ° _ - - _ Area - 30,221 S.F. N �q'QJ., Jrs.45 0 0.69 Ac. /p4po �� to a Area ° f �5330 / n :z31 i ass " S 0.73 Ac. 2 11 190 \, `lD / ��a ?9A Q -"_ i S 59 15751 rs,..sq •JG ?�,�l�� � 11 .00 I rL•e$ �Cdl , - R,. ,qJ„ Sj0/ J>so lss q2 fv jf ' 5 , 1� QZj�03sj, 23 ? J, Area = 30,212 S.F. -0.69 Ac. / "9•04 h x�'ech (�jfl'<, o Area = 31, Area = 30,06 S.F. Area 48,729 S.F. 002 S.F. 6�as fro J. �N Q 2S Ar0.71 Ac. „ 0.69 Ac. 1.12 Ac. ti 21 p8� �J9 26 s," / Area 47,040 S.F. ?so 1.08 Ac. Po ep fib' °o°j g `8 Y c L� 15J•29 3' `rs 2g';7" I gq.o"J 29.J8 \ _ a � _ o 3© ooa hOG4? 43 ?0.44, �o --- �.88 ? Ssg°57'J0„ 103.72 17 �4 N60°J¢ 2 J3J09`� 4Sp�O�2668 ��v `�e 50 . ° ,off n/f ! W to 29 O !a 26 16'44" L- i48.o7 44 o 45 q°5g'21 �6`�.0r, v ° ?s' Burton I. & Dorothy R. 40 49 48 ?, Carlson o rb, 8 C' 09 $ D S ev Q� BIRCH HILL EST ATES Os„ Section 5 � 40 coo Sophie J. Area 63,298 S.F. Kupchunos 23 53 54 ` existing 1.45 c. '•� �'3a 2 existing pond t NQ 92,747 S.F. 3 6=t00°41`5�` rP CV I� Area .75 Ac. yo, d Area = 44,878 S.F. s5q° {'� 0 0 rn Q; •f 1.03 AC. \ 1 Jag 1'£ p ,o �O O T° y N a/f 11 n rt i ql' P llt}1 o SS D - / a"�s CIP}a�sor ,, a LnEn tl S n WAR 4l1oU 209.7 i � O N S J I l n 33 l DO / + o BIRCH HILL ESTATES f 1 )50.0 o Area = 58,702 S.F. 1.35 Ac. n/fNot till } Y.-V _ ^ �6�g7 Loraine H. Livesey Area = 44,358 S.F. LIj ss. S 0 Z5934 ° \ 1.02 Ac.LA �voT�s: 1:Total number of lots = 33 10. Public water supply availible from Scott Drive. 17. Turnaround driveways required on Lots n 1,10-14, BOUNDARY COORDINATES Horizontal Control Based on M.D.C. Datum 31 & 32. 2 1.75694. 72574 "'() '71 Gi 7'7i5/E 45) 1754 7c�. 3- 227 :%t!_'�62Q 4,,:5�92 53 1.7` 0 2 7 ()-7 1.'-2 .,1_ 7,,_,,6 2.'Iroh pins to be set at all lot corners. 11. Existing buildings and sheds on proposed lots # 4,18,19,29 & 30 19... 1 7`'t 98 +�c:_;t,�, ,'i:r +,,,:>. )L;f,2��. 4C, 17`;427, �1E3`i15 2f� �c�2. b4b7C, 54 175473.c;,3539 - 2'0: -T:Ci0, 8916b to be removed by developer prior to issuance of a building permit. 16. Lot # 1 driveway to enter on Kupchunos Drive. ti�1 ;; ;, 47 ;7`�448.l� :u47 �C�=E�- b". 111��0 55 t �ri��. 4.':.:c>> 2 C, ;23�j. 74252 3. Monuments to be set at all points of curvature and tangency , 23 1- 1S 7:'�, "C► '.�a;; �'r3 17 5442. 11; L�.1 2t:►- 7C>9. �:C}5] 5� i I`,�•c-►`,'. i.C3s.i E, ^C>�,>_' i.830132 along Kupchunos Drive, Windy Hill Drive and Darlene Drive. 12. Existing warehouse on lot # 33 to remain, side yard 19. Parcel B to be incorporated into abutting 22 t7=_;y1•b, ",56'._'�1 2i� �9�,et„ 68'E•; 1-;,,�, 71[3 2[?�.6r�'�. 972 � 10 '7�2.111.�c.�1c:Ib variance to be requested. property, n/f Kupchunos Brothers Inc. ! 7 ,7 a -� �;- 1. 2036a9. 97204, �, 52 > .--__� REVISION TO SUBDIVISION 23 1 I 1i :,. >_��4'i . a'I_f. t=)`�.,. ..�1_,�'E 5565 �,'14�, "'r1L2�ie'J e . - ' ,.t.��4. �I7 �C)u'c3r3 ,�IE3 a �ef�' �` 'a 4. Total area of parcel - 1,626,705 S.F. or 37.34 Acres. _ _ _ 29 -i _. _4 = 7b 147 - �� , A-. � � R. 24 1 , ."�.._:1..•� � t_l C?t:3 �;; ;=s`�� 50 17��`at.2 tl���� C�� ��S�a. : �(a`,'ta ?� .7��t.ih. 1.430.,_.-2 Gti�77: . !r7467 13. Non-conforming structures located on lot # 22 shall be removed Parcel C, to b;; conveyed 11 1f ' , :5 1 i:.,,' i.�, 20 74 t �-1 +._,� c,;?].�� 51 �. `., "�;f.), :_',4Fal�,?, 2 il:�;:,;',`? „ tl1L�:,i,b- 1 17Sb{l`U°265s�7 `3C>Q•('_Z 'S �C," f.11,4 ..J Si•,-i 5. Parcel A to be conveyed to the town of South Windsor. prior to filing of final plans unless a variance is granted by the ZBA. �o the town of South Windsor. 2i� t jam' '�'� ic_> c!a� . i'= ; .t 3 7 ate.-'",. �;s.l`;�,C, �c'► 6�;.►p9C �9' �b C�� -: z,� T . = ,. 52 �� _. :7 - ,�;t_,� s73'7. . 9t;3 RAINBOW HILLS 21. Site is not located within the 100 year flood zone. `7 175674 . 91975 20"180.67554 r�o. ia�ss �r''� y 6. Parcel located in AA - 30 and RR zones, 14. Monuments to be set at all corners of Parcel 'A'. 28 1-7`6�,6..i,44.ti9 2C� 146,04799 •- °? 30 175597. 7442Q 2033iO. 90041 <�rV f�!RJEn 7. Horizontal and Vertical control based on MDC datum. 15. Front buildinglines as shown on Lots 10,11,12, 2 Rights of ways and easements are in favor of y i �^ ��� �o suR� coy,, TOWN Obi' SOUTH WINDSOR, CGNN. the town of South Windsor Connecticut. 1 - 7 5603•.--'264 t 2s?��•��_4, 25.344; - 13 & 14 established by covenant. 32 175��16. 42b92Q"414..9M7 5 7 HEREBY CERTIFY THAT THIS MAP ANb mac,,,"cy WERE PREPARED IN ACCORDANCE REVISIONS GARDNER & PETERSON ASSOCIATES - 8. See sheet # 7 for Erosion and Sediment Control notes. 33 -1.7577,6 94054- 20 428y�701u4 23. Total area to be conveyed to Rainbow Hills from ~- WITH ThE STANDARDS OF A C'AS.S A 2 _ SUP,, ' AS DEFINED IN THE CODE OF 576 0 L D P 0 S T R 0 A D 16. Drivewaylocations for Lots 1,3,9--15,19,22,& N9 34 175717..613-- C? . 2�> 47� .,a4 7L _ vL. -,I3�I as # 3ames T. Newbury contains 2668 S.F.; 0.06 Ac. DECEMBE FOR STANDARDS NL ACCURACY OF SUPVEYS AND MAPS ADOPTED T 0 L L A N D, C 0 N N E C T I C U I 9. Watercourse and pond are the only regulated wetlands located subject to approval by the town engineer. 35 17594 54b :?U �514 rgr,9 DECEMBER 10, I975 AS AMENUEG BY THE_ CONNECTICUT ASSOCIAT/Of,l OF L ANr7 8� $t as PROFESSIONAL ENGINrERS LAND SURVEYORS _ on this parcel. 36 1759^ 92720 2CF-?360 4`3 ub SURVEYORS, INC. „ a • S `�1$s 42 175576.75772 20-3427 77t?34 ? $ 2�-> ,-tz�vlaeptroTtf,c BY SCALE DATE SHEET-NO. MAP NO. 43, 1 44367 ifs a!514 408'42 'cam 5-��-a5 /0839� �e1R3,,p►��a' ) SURve-MR DATA RE6ISTRA7h714'net « 12CJ. RHH 1 W s-�,-$s OE 7ld6 $ JO6EPN MERRI7T{CO. 19 1263 - .- n/f Edward J. & Mary C. Pastula 17 dose n/f ' Ph A. & Mona M, Roland Ulf Barresi L. Jr. & JoyCe R. S 68°38'03" Severance 159,79 E 207.85 16 Richard n/f r A. Sullivan n/f ' 46.os Edward T. & Patricia A. Stanton Robert f 137.67 Miret & 1 :largaret D. Nachyly 150.00 Lawrence W. Barbara K. O � S s8° 3) 04' E 720.22 N 310.00 v 12.2.35 = SAS,°�',�'' �. O � '1"""`^'- --•.1._,- ^ @ Area 7,205 0.9 -.F. z Ac. EnArea _ N `1 ` 32,138 S.F. go _ y4 0.74 Ac. z , Area 30,00 SF, o 'N 18 0.69 Ac. o 10 r a tb s?66 _ Area ' 4! 958 p r '1�� 0.96 Ac. S F. ,a / � � .. . cn Area :z 46,904 S 'fir �•`"� ��� ���'��' 1.08 Ac. .F. �9 0: 11 .�� &-13*47'23" L- 60.17 Area ; - - 84,702 S.F. ' � ` -- 72.50 , 1.49 Ac. 1225� , S 68°37'04"E 150.00 S � 258.55 E ® ° 41,4S Y 8 36.05 4:50- 9. � o 38 9 41 �'s � Are = 30,218 S.F. �$���' n --_ � R=2ao.00 y Ac. ° -54�57, L�113.74 )5.00 N 68°37'04"W 149.44 39 Ib O a M p � z 74.44 y � _ SIP �S 40 w N 72°36'37" W 368.42 0T 3z Ile .00 16 o Sl„L= 40.37 5 a Area z ,30 ^ry o 0.71 Ac. S Ln .F. ' .vim.Area 30,838 S.F. N 12 cA r 0.70 Ac. ti �, Area N ,J "� o � -- = 55,737 S.F. Lj d) o Ac. ti Area 31 r" z o� 35 3 '�3 36 0.71 A,. S F 15 , a Area z 3 92 a• sq°?s,o�„ 0.90 Ac,. S.F; , _ O 4 \ 14 Area _ 36,165 13 Area 0,83 Ae. S.F, j N 3?0 0.815Ac.0 S.F. Area = 63 5 w J N , 64 S., 338s 1.46 Ac. ry a QI �Q�oo rr z ' 18 d At Lo o Area - 1ST 30 N / 0.731780 S.F, 3 Ac, • ZZ IS 759 S4 c) ry o �'\ ° Lo 15�Op 77„ 9 58 Co LA s?so S 59°3 Rs 13 Area = 30,212 S.F. 33 � 49 1 383.58 290.00 0.69 Ac. n/f Merle S. Kurtzman n # � / 14' Anthony J. & Ellen M. Area _ „, NOTES: , Borges 1. For notes see sheet 1 BOUNDARY COORDINATESHorizontal Control Based on M.D.C. Datum = L1 1 76`"74. 57921 2()"3 a.7 ER,. 77'57 _ 33 1 75736. 94054 :' ..4 2(2. it?1. 4 34 75717. 662213 't 0'-474. R-er•..?77� KKT°es:ra. r.. 5 A 5 l._94: , 19546 c 3514. '79098 �f_._A, :,6 1 � .j9...•_•. 9y7�_c_� 2'i�.�•�bl>. 9.�L•_•b 4'� REVISION TO SUBDIVISION`,��,tr r.o,�.� :7 176079.68658 203836. I- � �a+ � ,; •r :o 3 17f,CtY_:. 12>31�-- 2{>391R. 41iiC>6 ti r' y 2. 3G 1 759t�CY. 12062 2(.139� 79 69 ` � r I� y + ��- i.� 3� ' RAINBOW HILLS .0 175926. 1673.l 20- 995. 59 3 70 41 175985.422 J,5 204077. =9 51 B <�ti - `• j124£'Sy^i.'� - TOWN OF SOUTH WINDSOR, CONN. I HEREBY CERTIF)' THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS ,9-a SURVEY AS DEFINED IN THE i.ODE OF GARDNER & PETERSON ASSOCIATES PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REVISIONS DECEMBER R?, 1915 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND !30 65 576 0 L D POST R 0 A D- :" SURVEYORS, INC. `- TOLLAND, CONNECTICUT --e s S-gam -�_ PROFESSIONAL ENGINEERS LAND SURVEYORS SURVEYt�R n `O^- ( $-�7-Q�- R�v,�f�pLTLluEj SCALE �Q�i TRATION AU DATE SHEET NO. MAP NO. ` Es 5 �oT 31 Pg2CF�A' RHH 1" 40' S-3k-es -a OF- 7146' - J SL*N MERRI77 L CO. !9 l253 • .e ��• O,Lp G�ii ?�O,c>jas 3 r�r � o a CO n , Area = 63,298 S.F. 29 „ 53 o,. 54 12 Sophie J. Kupchunos � 1.45 c, 22 a Qy ' 3„ Ir Q, LP C1 ;� S v ° 1 N Q Area = 32,747 S' w Area = 44 878 S.F. 354.1 4 n N 0 Ac. `Ueq .75 1.03 Ac. Tozp� leg f z °o o N 5 Op S� 3?D 4 P4 rIn. L h ll ' d �6,a� a C s c N A° o`~i D 1 56 r 1. o 8 J d 76°43' w Yr�ctcHovsE J cv u a 209.78 a, O J� 33 0 N h 0� �12 Area = 58,702 S.F.. °c�•p� 6 GHQ�526 N w n ` 1.35 Ac. `6�68 A` Z52 n/f Q 'u n Not An ApprG�;:r4 J Loraine H. Livesey z6242 0 23 N Building �,rlt ' 4 358 S.F. Area 1.02 Ac. P. 9925 moo•• �����. °�'�_' a a FsJ,�`D} v. >9� \ 138.42' S 77028'24" E ,,,.,ov egxRR ASR61I31IP 5.03' 8a°16.4� ` a - 138.97 o y. M s' l M61 : .. 139.90' ss gS r'>: 28 v S 77°28.'24" E 4 5/Ss• a - V/i/ily�rvs�rrlen 4 _ Area = 3028 S.F. 'o a 1°44 3 0 '14"R=35061 - 0.80 AG L- 10.61 CN= 10.61 q, 24 40 ,� Area = 5,385 S.F. LP 0.8 Ac. z O N U�25 %b3 S 84a,fi,��' ��l�O� ?leO�• , aP.y n/f �y"W George A. & Ethel H. _ 31 4� ,9�6z X - PARCEL 'A' ���6 Singer -,'ea , Area = 96,224 S.F. �a� Ip.O s Area 34,320 F. 2.21 Ac. � 0.79 Ac. 59 w S kk It rlv Area 30,092 S.F. , .69 Ac. a Q S\1 IV - 2d'�3� cl •rIr �r � a 6� 6 0 ea = 32,943 S.F. g - 0.76 Ac. p 35954' 429 46' N 68°56'41„W 844.00 4 55.00 5 James T. Newbury ,1 NOTES: BOUNDARY COORDINATES I.Tor notes see sheet # 1 Horizontal Control Based on M.D.C. Datum 3 175367.3C)689 202.5 �8. 99420 4 175204. 58430 =446.oS663 5 174c10i. fa��17 203233.70 575.i ' 6 i.74917. 87104 2 55 06433 : `; ff f` 17494.w:691 50 20.3650.3350 1 4 ` - - . �' RMSION TO SUBDIVISION. S 175 189.n5y8 a b<� �E�c c ,?c-iT6t>a• 43�5 J 9 175401.28538 203595. 65603 A T 12 175 36.3.1430 20.3771.47467 � , RAINB 0W HILLS 49 175`357.73718 203689. 97204 T7a. l iz'.39 #k,� 5 54821.27807 203251 .7533b �� <='Fa19r£r=° �� 3 17 � � a�f•'-t a 54 17547 03.+539 203 OO.'s9166 "°�U R�� TOWN OF SOUTH WINDSOR, CONN. 55 175418.42 s05 2 0.32E c?. 74252 ` 56 175409. 1.6036 203288.98002 ; GARDNER & PETERSON ASSOCIATES 57 173i09.36472 '207'333. 1344 I HEPEBY CERTIFY THAT THIS MAP -AND SURVEY WERE PREPARED IN ACCORDANCE REV 1 S I O N S 5g 1751 q 4.27.32? �C}336@.9:31 t}2 WITH THE STANDARDS OF A CLASS � SURVc Y AS DEFINED IN THE CODE OF �' � 576 OLD POST R O A D 59 175059 43250 203366.70369 PRACTICE FOR STANDARDS Of' ACCURACY OF SURVEYS AND MAPS, ADOPTED e�� � $� T 0 L L A N D, C 0 N N E C T I C U T = 60 1750b8 20546 203419.73b46 DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSGCIATION OF LAND PROFESSIONAL ENGINEERS LAND SURVEYORS 6t 175035. 01708 203367.58066 SURVEYORS, INC. ti 1 z�1 a s 8-z,-el. -RS.vIS��.OTUI,,r BY SCALE DATE SHEET NO. MAP NO. .203432. 66029 3 �Y3i PnIG�E>;q 62 17..,055 1b414 �/casls � s-s/-as loses 63 175523.10s06 202885» 06873 SURV YOR DATE REGISTRATION N RHH 1" W 40' 5/31/85 _5 OF 7146 �} J09EF 14 MERRIrr G CO. 19 1253 - - i + v \ 19 � 2 \o \ .� �` � bay, o \ /90 I: � \ �• � \ \ ti \ s s l 76 °off AV •fl �• \ f Of \ , 1 \ 4 va 9 \ 1 \ J a \ �- \ • -� \ \ • CQ 1 \ \ , . . r \ \ S �cazlr�. Z ��T \ \ 0 �;_..,� • r � U' i / I � �4'q�., � '�7 \ 5J 7 1 S l \ l8 Jo y . / O � 't °r.e O !J H I S , +, �.,r f�'., ♦ G9. r r , r 1 !.. - \ • Bo I r I � ,l \ )`,tom \"• S + l - /� lN C ? P R/ J � �� • 1 � � 1 S � �o • i \ 1 ! { 1 SyQ�'s, Ae 9 \ � r �• F' 3 ' � � \\ \ 1 � t -? � tea, ° 1 � \ •- h 1 ♦w 19 � \ \ / o + • \ �` l be n ��� � \ • - 160 s _ I J � - -� 'r~ ``� ,dam' o, h� •1� _- S ¢l., d! � _ \ ! i 1 57.29 15°29'` 00 ,96, ------------- _ Q , oh- _ _ m4 -- �` ��'r� �•� \` s V ��}. \� s � r 7Rc.� � `RP ca a•lri \ � �o C� — , 1 BOe3¢ 2" y - •+ - -- - --- - - -- - - --.` 72668 "' '`^/ `'Ev a w n r aat'a�+• ago♦ \ ` �a �°1$'4 L- 148.07 ¢ d 7q6, n/f Burton I. & Dorothy R. �� \ \ .tip \ . - _ l�� rrU, \ �\ ♦♦•• ''`'. e e Y a♦Ra R Ri ..._ *���� ��J Carlson Vs s f vim- Vim- \ \ 1 , h N �` , \ a♦•a \ H2• M \ `�' er 1 \ I fl , ' v' o \ •�'♦� „l. . o �_ •C BIRCH HILL ESTATES hie J. Ku chunos P= coI aaaaa, rt ?Q ti r \ Section 5 \ - - + 22 \ - I •aa \ � - 4 ar- 1 ,r •aa � 52. 01 1 \ t0 0 4 \ O } a rqr \ � gill, '.� n► ^ �v \ : \ ( J ` N e of 4r v o-i / UO >>o• or EJ 4 BIRCH HILL ESTATES ;;��Y gg :� .,, ,,� \ lit o t, 1•.�'a, �..'�.;3��i:•s'�i1. ^ Building 1,)t ,np Loraine H. Livesey ��as in-..: • 160 \ ,� :.,�:. F►.,,. \ FAO \`'tee cr \pq ��\ \ � —� •°�'_ f S 77 ?R'94" E 1. For notes see sheet # 1 LEGEND: RMSION M SUBDIVISION Proposed Eastern White Pines ,f Q• TAkq TOPOGRAPHIC & CONSERVATION PLAN ;III Ft��a wfi�f1 � �GL'� t � i RRrrrriRaiRRR1 Brosion Control Structures (l�aybales or silt fences) ;�� r RIp Rap '�� ~`-'--f-' �� �-h� No. 1Dw3^n >� � ,•.' It 3 - RAINBOW HILLS No. 08&D2 y ,�,.n/\!• Busting Yee Line a ��' ,� '"E•S`''.. rr+Nv�a�nQ �4 Q U IT'E`�L„�' ^ $rQMA( £ rpldtALOn[ TOWN OF SOUTH WINDSOR, CONN. Y - .1 HEREBY CERTIFY THAT THIS MAP AND SURVEY IVERE FREPARE•✓ IN 4CCORDANCE REVISIONS GARDN ER & PETERSON ASSOCIATES WITH THE STANDARDS -OF A CLASS j^2- SURVEY AS DEFINED IN THE C0,9F• OF 576 0 L D POST ROAD PRACTICL FOR STANDARDS ()F ACCURACY OF SURVEYS AND MAPS, AU/?PTF.D -7I 11 1 aS T 0 L LA N D, C 0 N N E C T!C U T DECEMBER lO, /9T5 AS AMENDED BY" THE CONNELT7CUr '5-2XIATION OF LAND 1�30 gs PROFESSIONAL ENGINEERS LAND SURVEYORS Q ` 'EPH,MERHi SURVEYORS, INC Tf L CO, 14,253 ` _ t 1�91$5 BY SCALE DATc SHEET N0. MAP N0. �oS SURVENJR DATE REGSTRAT101V_NO Lory B�PYLaE�,SEnta�L,,,e� __RHH -..__. lrl - 40' 5/31/$5 4 OF— 7146 n/f Edward J. & Mary C, Pastula \ / Joseph A.n/&f Mona M.\ n�f Roland h\ � / $arresi Jr• & Joyce R. Severance S 68 8'03,. Richard n/f chard 159,79 f 207. A. Sullivan n/f 1 \ ' Et Ux Edward T. & 48.0s Patricia A. n f \ \ St \ \ 13 i antan Robert 7.87 Mirer n f l � -- Lawrence ly, .._.-_ ._ � / r & Barbara K. _ I 1 1 Margaret D. Nachyly 15q.00 Roy\ _ S 68*37'D4" E 720. I I I 310 0. � � � I � \ I \(/ ?66' Ct O CA \ i \ \ o 30 \ J 2 O ` C •y t \ l ISO. \ • \ \ 36.05 \ \ \ x � y ,\ \ o °3 57 75. � � ` •, '-fir, \ 1 . � s� ... \" 200 ♦♦ 2 \ \ \ a \ \ yY N \ tt ! r ,loss ,l,f,ffll i,r ■rllr �o UT� S¢8° �\ ♦♦� also „ss, s l,frerlarf llrfrlss ssl c. \ \ ? \ \ h l,r f�, 9 \ ♦o r * rrn rl uul r,r,urr, fl,lfll■ �` ca N 72°3 ' �00 \ ti \ � •' ,B S).. 4. ,♦♦�� yt* tl ,rfrl ° ti 37"W\ 0 A. too\ v 1 N �•+ � a •JO £ � tY � ` stss ty ♦ •J 1 Ln 1 \ \ Ln \(D \ \ \ • W 1 \ N N l+It1 1 1 r � 1 p 14 r v I s \ I \ cn r: 1 � ;Sol N � 1 1 , I r 1 ♦ � \ ' Y Q \ \ r 1 r \ e. O ♦ w \ An 0 1b At w • 1 1 \ C \ OQ. r \ 22 h r \ \ s • � � n ! �s tZ > • w � l u � � \ CY \ w w \ ' N \ sQe , \ 14 _cp � \ \ ® ' Q 1 \ \ w r N \ \ \ ° ^ O 1g\ \ \ \ 18 \ Ir 1 1 \ ' � � � q 43•• 1y \ \ \ .0 \ w 1 II 30 \ ! r ! O 1 w . ` .S \ S� q e � ti• \ w r � \ Irflf , \ w _ 93.58 �so00 1 i \ Q 1 I 1 s S9 q, . . \ ! _ \ \ sp \ \ Qo \ —� n/f 1 1 L r \ ( \ Merle S. Kurtzman n \ \ � �f \ o I 1 \ Anthony J. & Ellen M. 40l \ n l, 1 ' \ \ , �� Borges 1. For notes see sheet,# 1 REVISION TO SUBDIVISION LEGEND: rnR� r a TOPOGRAPHIC & CONSERVATION PLAN a C; o'er CC7 Proposed Eastern white Pines •n 1,1= �: ; �. c ,°"' n; �^ �0� HILLS r l l s r s s, Erosion Control Structures(hapbales or silt fences) Rip Rap Pao. C3t?�2 Existing nee Line TOWN OF SOUTH WINDSOR, CONN. I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS /9-0 SURVEY AS DEFINED 1N THE CODE OF "'f ENT§10NS GARDNER & PETERSON ASSOCIATES PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED 576 OLD POST ROAD DECEMBER l0, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND ��2a�as T O L L A N D, C O N N E C T I C U T SURVEYORS, INC. 7I" PROFESSIONAL ENGINEERS LAND SURVEYORS as /0 839 BY SCALE DATE SHEET NO. MAP NO. SURVE R DATE REGISTRATION NO t 2 g ti 85 40' 5/3I/85 5 OF� 7146 Lo7 a 31,'PAStQL.'P� ♦' JOSE►N MENRI7T i CO. Ig 1253 �V i j �J I 1 i I J O 1 ! l � � 1 ExIsrINO PoN I � 22 s4�J upchunos Cl k to 90 \ co ro A Ijt \ c J \ r Rr TY ry .QQ n ---� o a� \ \ - rn \ / � I Op �5 • o ' \\ \ J ICI 01 N A �o ot An4. 6 \ 1 1 \ . � ' ♦• :� a \ \ :, \ Loraine H. Iavesey 140r• Z62' � t \ \t� ---� ♦♦ • I. r \ �_ r� � rn y oo L o-o \ 9' ygQ� q•,H:.:awrrr jA \moo°, \ ,,,` so \..i �0 r O a; .� 160 ♦ \ 77'28'z4 1 I3s.42' z _ +l \ 6`• \ LVENT__ -, q. l29.12' m rd + \ 8 P.Y.G. b.S � ",�V- ••� �' ` \ �o ! 4•s G zal ,1 r 4,.E \ !/T/ � ., _ �r_,,; _ A,. \ ♦. \ � \ •o 1 f ♦ ` 350.00 24 - O ♦� 10.61 y \ \ 7 of � \ ti ♦ O ? . \ \ ff s> .a J �� ♦ \W 2 \ �Ibo Awl III'41in TPA \ n f � \\ \ \ \ o \ p� • � � 5 s9,• ,q-y \� George A. & Ethel H. • •' ♦ \ 6 PARCEL A � �S1� •�1: ♦+ � � ,�,Z5� S �9 \ Singer ALI AO \ \ \ f , O 36 r' � ` sS � 27 \g •♦♦i p ♦i\ ,g \ \ Lj ' \ \ \ \ � \S / 3 �' Sse ♦♦ �`Po (, �♦ \•,fly - J` �p \ \\ .q�2A .Ste- 1,� ` p•y 3co �' ;� '. \ � \ \ \ \♦ \ � \ \ \ 1Z 0 'IA \ r \ • ` \ \ He r I \ \ J \ \\ \ W 4 \ t trrrsrrrrrrr■ rsrrrarrrrrrru■ rrsrrr \ 844.Q0 f 130 \ 55.00 \ \ \ James T. Newbury NOTES: I. For notes see sheet # i D M n a4opir6aatarr„a� �I<iSION TO SUBMSION _. bin 4 CONK.,; LEGEND: %,,, '� y R. p� TOPOGRAPHIC & CONSERVATION PLAN Fes. r ,.= ;,� ;L. , se \_ Proposed Eastern lfhike Pines 2 h ='r " i�_ c ' ' "� °86Q2 RAINBOWHILLS runfrnfr Erosion Control Structures (haybalea or silt fences) ?i ;�,• ;r�39 ►i x i G c Sao a 1{Ip ll,8p �•''�s�xl.RttddG I s♦`>.y_�t4,l�Y 4�n J=�� l TOWN OF SOUTH WINDSOR, CONN. . . MFUng Tree Line . : Poposcd dec,Guoue �r«, I K REBY CERTIFY THA' ,Ht., MAP AND SURVE)' WEHE PREPARED IN ACCORDANCE REVISIONS GAFtDNER & PETERSON ASSOCIATES5 6 0 E D POST ROAD vv7TH r-HE STANDARDS Of A ''L ASS, ft..�_.. Sui-, 'EY AS DEFINED IN THE CODE OF -7/rl 1 P! T 0 L L A N D, CON N N E C T I C L'T PRACTICE FOR STAN0.4RC' '.7r ACCuPACY OF SURVEYS AND MAPS, ADOPTED f a-z+ a� rtE..i�� - DE.EMLJER ;C,, 197r, 4,� 444tru 7F9 Sv TjyE• CONNECTICUT ASSOCIATION 01' LAN!_' PROFESSIONAL ENGINEERS LAND SURVEYORS SURVEYORS, !N ' a�a BY SCALE DATE SHEET N0. MAP N0. S-3l-£35 �0839 �1�-rlas �:IRVEroR" �4TE %REGISTRATION NC 112g I as RHH 1" = 40' 5/31/85 ea OF— 7146 0 y JOSEPN MERRlrr a co. 19 1253 NOTES HAY 3i•,LE APPLICATIONS l I - GRADING & SEEDING APPLICATIONS - Sheet Flow. Applications 0 i� BALES TO BUTT TOGETHER ;} 0 I, r ,� Q14 1 . All graded'or disturbed areas including slopes shall be protected 1, Bales shall be placed in a single row, lengthwise on the -- -_� Asa �uAre_duri.pq�clearing and construction in accordance with the approved 1J I sst#i,, nt control plan until they are permanently stabilized, contour, with ends of adjacent bales tightly abutting one �tk i,J 1 6� another. 2. All sediment control practices and measures shall be constructed _ 2. All bales shall be either wire-bound or strip tied. Bales applied and maintained i n accordance with the approved sediment .� ,. �. g- s�.�.c.K �r2- shall be installed so that bindings are oriented around the �-----�-control plan. x ',{ '�► �` ur sides rather than along the tops and bottoms of the bales to dings. =T� 1l t d c 3. Topsoil required for the establishment of vegetation shall be prevent deterioration of the bin a. stockpiled in amount necessary to complete finished grading of 3. The barrier shall be entrenched and backfilled. A trench Q► t all exposed areas. shall be excavated the width of a bale and the length of the FL.OIJ propose barrier to a mi ni mum depth of 4 i aches, After the �`� y t} 4. Areas to be filled shall be cleared, grubbed and stripped of Dales are staked and chinked, the excavated soil shall be -________._....-......__..__._�___ _._ .. _.__---_-----__._._..._._._...._._.__._ � � - 2"X 2 ,1X �' �, o� topsoil to remove trees, vegetation, roots or other objectionable --- - - 1 material . backfilled against the barrier. Backfill soil shall conform __ - STAKES EACH SALE tt t to the ground level on the downhill side and shall be built up to 4 inches against the uphill side of the barrier., 5. All fills shall be compacted as required to reduce erosion , Ideally bales should be placed 10 feet away from toe of slope, 51 slippage, settlement, subsidence or other related problems. Fill intended to support buildings , structures and conduits, 4. Each bale shall be securely anchored by at least two stakes ___ _ g 7vv.'1�3•s � '" etc. , shale be compacted in accordance with local requirements O q or rebars driven through the bale. The first stake in each ----- --; "--�i�. ck�L ��iQ�- PLAN or codes. bale shall be driven toward the previously laid bale to force the bales together. Stakes or re-bars shall be driven deep 6. Fill material shall be free of brush , rubbish , rocks, logs, stumps, enough into the ground to securely anchor the bales. 3a•• �c F building debris and other objectionable materials that would _ interfere with or prevent construction of satisfactory fills. 5. The gaps between bales shall be chinked (filled by wedging) -- ' 7. Frozen material or soft, mucky or highly compressible materials with straw to p © revent water from escaping between the bales. shall not be incorporated into fills. {Loose straw scattered over the area immediately uphill from �F-C_T) N %C'N EMBANKMENT SLOPE a straw bale barrier tends to increase barrier efficiency. ) 8. Fill shall not be placed on a frozen foundation. In sloping areas where surface flow follows the bale line, Qu-r�,E-� �-sF�ucTuR� -- flt-"��z•1T�ON �3�S�N 'Di�T�iL 9. All benches shall be kept free of sediment during all phases of perpendicular bale cheeks shall be installed at appropriate - - No,- To� ��� ' intervals 100 feet maximum). o _ development. ` �- 2,�X 2.� 3 STAKES EACH BALE 10, Seeps or springs encountered during construction shall be 6• Inspection sha�l be frequent and repair or replacement shall handled in accordance with the measure for Subsurface Drainage be made promptly as needed. j or other approved methods. 'o 7. Bale barriers shall be removed when they have served their usefulness , but not before the upslope areas have been EXISTING GROUNt� 1 . All graded areas shall be permanently stabilized immediately 1- , y !o• l� l3 � y a- permanently stabilized. following finished grading. Channel Flow Applications If final grading is to be delayed for more than 30 days after land disturbance activities cease, temporary soi i stabilization �„ �_�_�.� 1 . Bales shall be planed in a single row, lengthwise, oriented -� measures shall be applied immediately. g � g � t d �---...--.�-- --- ��-� - �� t ,- ELEVATION perpendicular to the contour, with ends of adjacent bales ��-� 4- Co�Jo � � � � 12. Site is to be tightly abutting one another. _ r�--- �lT. col-►c. c� �� �c� graded as needed and feasible to permit Lhe use of conventional equipment for seedbed preparation, seeding, fi 4 ,• .�, 2, The remaining steps for installing a bale barrier for sheet 3��. CQ1l�- �Jap �►� rwo cot� gT�� s . z mulch application and anchoring, and mat ntai Hance. .��, flow applications apply here, with the following addition. �. �u J,c� cau�s - �» cc sac o n.s� co►.s.szv_.V-r 1-1;:Ec�c ca v- flscss>ra c��zv _L 3. Cut and opt slopes snail not be steeper than 2 to ? 3. The barrier shall be extended to such a length that the {2 horizontally to I verticaliy) . :here it is to be mowed, bottoms of the end bales are higher in elevation than the the slope shall be no steeper than 3 to ? , A 4 to 1 slope top of the lowest middle bale to assure that sediment laden ` is preferred because of safety factors related to mowing �yec__�� 1 ..�� u.✓.�y -{ mac- -so,r� steep slopes, runoff will flow either through or over the barrier but not around it. Now- 14. Apply seed uniformly by handl, cyclone seeder, drill G���e�. SVC3 � �s,w - wntN. Ca' - 1 . cultipacker type seeder or hydroseeder {slurry including -e_., K,\,KJ �JH �F �JE-r Gou:��-r,o�.ig ��,� �lac,�{Jc i := �r� s� seed and fertilizer) . Normal seeding depth is from 1/4 to ?/2 inch. Hydroseedi ngs whl ch are mulched may be left on . soil surface. SEEDING PLAN & SCHEDULE ��`�-•E�� {©`�� `rA>��_�• �t�-rl=�,Ar.�, SEED MIXTURES �l�VE Mc1.5-r WlL7rH . 15, Where feasible, except where either a cul ti packer type r ? �, p Ss��.17- •Fz r.1L SEED BED SITE PREPARATION Lbs./1 ,000 Ef F,=��� c�rP) seeder or hydroseeder is used, the seedbed should be firmed following seeding operations with a roller,"br light drag, << No. Seed Mixture Lbs/Acre Sq. Ft. Disturbed areas shall be covered with a minimum of 4 topsoil, Fine grade 0 y` Seeding operations should be an the contour. _ 0 and rake soil surface to remove stones Barger than 2 in diameter. Install 1 , Kentucky Bluegrass 20 .45 �.r..�. r needed erosion control devices such as surface water diversions. Apply Creeping red fescue ZO .45 �VL "�•;�"�-•�•---•°�:' 16, Fertilizer and lime to be worked into the soil as nearly as P 9 limestone at d .rate of 2 tons/Ac. or 90 i bs/100Q sq. ft. Fertilize with Perenni al r srou� a�sz practical to a depth of 4 inches with a disc, spring toothyegrass 5 10 harrow or other suitable equipment. The final harrowing or 10--10-10 at a rate of 300 lb5/Ac. or 11 ibs/1000' sq. ft. Work lime and Total T'0-0 pAT,I discing operation should be on the general contour, fertilizer into soil uniformly to a depth of 4" with a wisk, springtooth harrow or other suitable equipment following the lines, ..ontinue tillage until, a reasonably uniform, fine seedbed owng e con 2. Creeping red fescue 20 .45 PEDESTRIAN RIGHT OF WAY is prepared. All but clay or silty soils and coarse sands Redtop 2 -,05 should be rolled to firm the seedbed wherever feasible. Seeding Dates Tall fescue or smooth bromegrass 20 45 DETAIL �� 17. Remove from the surface all stones two inches or larger in Spring seedings usually give the best results. Spring seedings Total � NOT TO SCALE any dimension. Remove all other debris , such as wire, of all seed mixes with legumes is recommended, however late 19. Creeping red fescue 40 .90 cable, tree roots , pieces of concrete, clods, lumps or summer seedings prior to September I can be made. The recommended Canada bluegrass 20 45 seeding dates are: Total 60 3 other unsuitable material . Apri 1 1 through June 1 18. Inspect seedbed just before seeding. If traffic has left August 15 through September 1 Z0, Creeping *red fescue 60 1 .35 the soil compacted, the area must be refilled and firmed as above. Seeding_ g 21 , Creeping red fescue 40 .90 v��l Tall fescue 20 .45 Q (1 ) Apply seed uniformly by hand, cyclone seeder, drill , Total 60 1 , 35 -- 19, Where grasses_ predominate, fertilize according to a soil test cut ti packer type seeder or hydroseeder (slurry including „�!� � ;� �_ �� or broadcast biennially, 300 pounds of 10-10-10 or equivalent per acre (7.5 pounds per 1 ,000 square feet), seed and fertilizer) . Normal seeding depth is from 1/4 23. Tall fescue 150 3.60 r � # to 1/2 inch. Hydroseedings which are mulched may be left on soil surface. Recorrmended Varieties 20, During construction phases the base of the retention basin - (" ) Where feasible, except where either a cultipacker type Creeping red fescue Pennlawn, Wintergreen) , Tall fescue (Kentuck 31 ZTZ shall be set 16" below the outlet elevation to provide for p g ( 9 y ) � collection of sediment. A sediment basin to be placed at seeder or hydroseeder is used, the seedbed should be Smooth bromegrass (Saratoga, Lincoln) , Bird' s-foot trefoil (Empire) , - C outlet structure and periodically be checked and cleaned firmed following seeding operations with a roller, or Switchgrass (Blackwell ) , Little bluestem (Blaze, Aldous, Camper) , Big during construction, - Upon completion of the construction light drag. Seeding operations should be on the contour, bluestem (Kaw), Crown vetch (Chemung, Penngift), American beachgrass operations and stabilization of all disturbed areas, the (Cape) , Perennial ryegrass (Norlea, Manhattan) , Flat pea (Lathco), sediment is to be removed from the retention basin, the Kind of Area Deer tongue {Tioga}, - base of said bash, is to brought to finished grade and Borrow Areas, Roadsides , Dikes, Levees , ANTI- TRACKING PAD foamed and seeded in accordance with the grading plan. Pond Banks and other Slopes and Banks No.of Seed Mixture CONSTRUCTION ENTRANCE cc? - 21 . Construction of inlet and outlet structures and placement (Variable drainage sails) 2 Not To.�5le of riprap to be done as per details on Sheet n7A. Drainage Ditch and Channel Banks MULCHING (Variable drainage soils) 2 Immediately following seeding, mulch the seeded surface with straw or hay at a rate of 1 .5 to 2 tons;Ac. Spread mulch by hand or mulch General Recreation seedings blower. Punch mulch into soil surface with track machine or disk harrow set straight up. Mulch material should be "tucked" Open Space, Nature Trails 1 , 2, 23 approximately 2-3" into the soil surface. Lawns and High Maintenance Areas 1 ,19,20 or 21 REVISION TO SUBDIVISION �``dr TOPOGRAPHIC & CONSERVATION PLAN rc QF--�C]�W�`��`� r'1 NOTES & DETAIL SHEET W ✓ ` `; r'= ' RAINBOW HILLS Al ��t��-�Y=•;S-==`'"•}'` TOWN OF SOUTH WINDSOR, CONN, REVISIONSGARDNER & PETERSON ASSOCIATES 576 OLD POST ROAD TOLLAND, CONNECTICUT 711 J 8s PROFESSIONAL ENGINEERS LAND SURVEYORS gja{as tit `2g I as BY SCALE DATE SHEET NO, MAP NO. RHH 5/31/85 -I OF- 7146 ♦ JOSElM NENR1Tf &CO. 191253 PROPOSED SEQUENCE PLAN I . Construct entrance at Kupchunos Drive, Anti-Tracking Pad to be installed, see Sheet #7 for detail . sMIU 2. Erosion control to be installed along brook and around proposed retention basin. 3. Clear & grub areas to be disturbed for retention basin and out- p let pipes. F'tow !S R.G.p %; 8 pluuf.ylt.� Fc.aw essay ..3 Ce' R-G.R --+-- 4. Retention basin construction (see Note #20, Sheet #7). o1ssIPeTQL ouT-L.ET 'S`C'RUC`CVRE. 5. Outlet pipe from retention basin to brook to be installed. C.JOZ 'To SGA1..0 I 6. " Stabilize all disturbed areas , loam, seed & mulch per Sheet 77. ^ r�,p 9�1P� , 7. Remove existing buildings & sheds per, Note #11 , Sheet #1 , rJaTe-: Ru..jcalY P6�L/ENeQoY DI-_SipraTc3t. B. Clear & grub areas to be disturbed for road construction. �� sr c4rcN C3a51.� SuM ? 9. Erosion control to be installed along proposed roads as shown on Sheets #4, 5, & 6 and as per hay bale and channel flow applications , Sheet f7. .� �e�odK co••�a"....1'os. '-� / fit'%" % �=/ 11..E-f�lc S�"�tv4TURE 11� �Iy Gl.�Q'P�iZ1C V� `JZ.O 2}v Tv' STAKE-� L7R1vE..� 10. Prepare proposed roads to subgrade. ti. To ��AoE AMa £I ��� aOTE: 18� 7<7 �'Tp L4•/i QA4.T Arop �` /�PY=.k �oL�nr4 FADPut CA+..�T�c.0 l0" lwTo ��oPG 11 . Stabilize all cuts and fill area as soon as possible, loam, seed and mulch as per Sheet n7. 12. Install storm and sanitary sewer. SILT - FENCE DETAIL NOT TO SCALE 13. All manholes and C.B. ' s to be protected from silt and runoff ` ='•=- until all disturbed areas are stabilized. 1tiLaY-0�7YtiE•'C CRo'bb-Sfl-T50U ,� - dIS�SI P•GT�CL � 14. Remaining utility to be installed and completed at this time. • - c3ne6 151. Proposed roads and access drives to be brought to finished grade at this time. 16. Sidewalks to be installed. ED c C_->,-- -T C=' s 17. All remaining disturbed areas at this time must be foamed, seeded, and mulched as per Sheet #7. 18. Permanent seeding should be implemented on any disturbed areas where final grading will be delayed more than 60 days. REVISION TO SUBMSION NOTES be DI?TAIL SHEET' t�M�1 No. t,s„3;J RAINBOW HILLS TOWN OF SOUTH WINDSOR, CONN. REVISIONS GARDNER & PETERSON ASSOCIATES s 576 OLD POST ROAD TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS BY SCALE DATE SHEET NO. MAP NO. 311H 1" = 40' 5/31/85 7A.OF_ 7146 JOSEPH MERRIfl JV CO. 19 1253 A VALLEY VIEW DRIVE sB2 �`- � 1 J r � � 1 • 1 \ � Web 1 � 1 1 \ , \ \ 1 1 \ 1 \ 1 � \ 6 \ . SOILS DESCRIPTIONS \ \ a + 1 \ \ w o \ \ 1 1 WETLAND SOILS 12\ 1 I \ \ Q 1 None � N� \ � \ N B 7 \ \ 1 \ \ s 1 1 NON WETLAND SOILS � � l 2 \ \ Terrace escarpments, sand and gravel T • 1 \ I \ \ !3 Sandy or sandy and gravelly materials on \ \ \ 1 \ \ \ 14 slopes of more than 15"0. Tisbury silt loam TsA Moderately permeable and has a hi. of st re -hol di n capacity. r 1 \ \ ` 18 • . 9 9 � \ cis'. ' Fairly eas to dram i s s t work, \ \ Y Y easy o \ , 1 responds to good management. C \ P g g j t Saco silt loam SbA) very poorly draine) , N�� / \ ,. s ` � \ � �\ \ 2 and frequently f i ooded. 2¢o \ \\ I \ o Enfield silt loam (EsB2) - Unprotected slopes erode very easily. \\ Enfield silt loam EsA - Moderately ESA F� \ \ \ \ � r permeable and �as a�fi 21gh moisture holding � -\ � \\ \ � \ � � \ capacity, Responds well to management. . - Melrose very-fine sand loam. (MnA) � � • \ �� � � � Moderately ermeabl a and a high \ / / IN P g \ \ \ � � moisture holding capacity. • \; �0` Manchester gravelly sandy loam (M C) Rapid y permeable, and has a low to moderate moisture - holding capacity. Q \ Cheshire fine sand loam. sI32 30 \ \ \ \ POND1 � Narragansett silt loam (NaB 2 2) � � \ \ \ \ �Narragansett silt loam (NaC2) 22) N y` Q Narragansett stone Silt loam (NgB) Narragansett stony silt loam (N C) Medium to ra i \ � I\ P runoff. �90 L\ ESBZ n�..�„ ter, 150 \\ / 1\ � o\ Wapp 9 silt loam (in Web) \ \ � \ 17. � \ \ t _ MnA \\ \ \ \ PARCEL A \ J �1 \ / \ ESA \ \\ SbA \ � Jo \ \ \\ \ \ 11>0 RB'VISION TO SUBDIMSION TO \ ` 4, TOPOGRAPHIC & CQNSERVATION PLAN SOUS CLASSMCATION ' MO. 1US39 r RAINBOW HILLS E Ay TsA I:r `OWN OF SOUTH WINDSOR, CONN. too 50 a too zoo 300 REVISIONS GARDNER & PETERSON ASSOCIATES — 576 OLD POST ROAD ' GRAPHIC SCALE 1 "=100' TOLLAND, CONNECTICUT S! 818s PROFESSIONAL ENGINEERS LAND SURVEYORS BY SCALE DATE SHEET NO. MAP NO. 0 s z� -RE�s�a LOTS uEj RHH �.., ,00' 5/31/85 8 OF— 7146 L4T' S I PsKVG..-4 f JOSEFN MERRITT 4 CO. 19 0253 pl p `lg 2 rn rc v01 Ayea 30�212 5.F• I 0 19 n cy oo °�• 6 ir ^Y o 1 N LO CIV �r eat �BL �. �� °,� ! �. SFt Ulf •- / •vT ° to CP �// � �o�°?ss4,, `�-`��e N N _ �o���.1° o l &Dorothy R• ton V 0 °F. �2° o a Q 1 R= 350.00 TL 80.y g00O0 '•,' �+,°A`` �>? o0 29.38 aT o o� 'o V. ���� 9 S 4S 1Z2 44 `� `!" a"Q �+ �15°24'17" L= 94.61 1 3,72 5p S6 o C, p� c s38�57'l0" 33.09 R- 465.00Oc o f j#ers G ?SD Q R 300.OU "`j ! g.h•° C.t3 a ly .�—�+� !� > 42 pA.,Y co N °53'��' N N° 3 284#" i= 151.29 J `n $a ry t--a��- #o 148.07 ~ 422q� �4j 4?�Y tie. `' �� rf �% -00.00 N 58°57't0" -- / s -~~' _'� R 133.09 - _'" �- I o d' o 415.p 11240 I'�, 20°44, 0 tip' S 54° yAll o �Qo 0 14"1= 126.68 14 4t" �l �^ o � g R, 350,00 �JB R=°h,,y� t 39.3 s v sF `j0 p=104 SOTS~ �/� `J ,cy�\�s°D n Z'�C►�t1i(,,']ad.-or / �° EL �t., 0 0ti I 54°14'41W3?0.00 . `�v l � ta�n 19132 T1NG FopD f; + 22 v 71.79 OR `'o , ,.� r. INAuNoiE +1 r, w N H 60034'12"W �a� � n or 30 ° rb i1\ S 2g J C I' F —,_ i t. ---- -- — -— - --1 — ILI- Iq0] - i . I I E - - i i- _ _ — J u . ► I 0 _ I , _ 1 I ff - _ — I -- I r Fja -- --- —— -- — — — — -- -- _ i i i ti — .. . r. - - - i a T. --11i9. -_ - - - ty' _ _ t Ho 1' { { I i I I ,• i f tiS T 1 1 1 I i Y` _ � I� � s a � � t t I _ _ - - _ — . 0 t. � � - t i I _ — out41 EA "W HILT Is T CI ---- - : i - i 1 - - --r • Po -1i ND - , p� 2tOQ 3t00 �{i00 St00 6 t��0 1+00 S* 00 9+00 10f00 ! *cc) PROFESSIONAL ENGINEERS LAND SURVEYORS 1+00 HONI BHT OT OS X A , HOVII 3MT OT OS X U ,Ml Oa R32Z3.t33�91f3�1 �'� BY SCALE DATE SHEET N0. MAP N0. H r A.2.0 m n9TKIF }Y}eYC='rc 7146 .03 O soav 3 :B -i33�A u NI QAT11109 �f2iOF.LC �" ,,....,-•' a .{St° `"r RHH 1f _ 1 - . O R. P� r'--••.- I z .y•NEc'X' [Jo. OB602 ¢ g : No. 1CM9 zle / L,4k4 r'1�J9Z + r^ cB#3 28° O r� 1 c1? o g6°48 �J•. n J ; - � o �h 00 � •f',rn o 'p0 ZZycp Zp N � 14% y O 1 rS N9 p c6"I 9n O n L4 a $9 LO R� 1� J `, � . •!° _ •ems � a. ro --�__..__ M 317.8d -'- -- ---.� 110 57,.1> 40.37 r AI ' / •yo ` lam. -60 2Z 10 - . rt _ - - - — — — - - — --- �s--I--.——I--- __ — — 1 i az -- _� j 9z. L3 Cw� �JZ 1_ s 1g1.9 ell i— 33 .� -- 9 1 llei 644 L i I = i - , I -a. -- -- - i � 4• I _OatA. - 01. _— if .� iroe/. { FI .ati•. 0 1 I i - - - -_ -_.- I i i o • s - —,—� —T W, F S U FYI D 0 CO 'N f _c I - p . - TEME WI - - -- }o to 3•+o v•ro sto +a -1}0 8+0 9+ +o+o PROFESSIONAL ENGINEERS LAND SURVEYORS t HOMI SHT OT OS X A 7.�v H;�NI 3HT OT OS X A ,�ljv} I � � BY I SCALE DATE SHEET N0. MAP NO. .03 A3223 19 -13=1 U3N �rl�ii .0.+ :-i3223 A J3�a U3Ji �1 oOTgOC .A.2.0 HIS�,4�1`Hif�9i r`�''a a` /(� p " oosO�c .A.E.0 H{ Q3TNIN4 - � 1" — 4a1 o pE_ 7148 At �Pahl Et�'A No. 08602 4,� No. 10839 1;N,L E lS4dP = O 11 er O yURyG -ir v C F i5XI57f}Je, potJD � h ' `� 1p r cog N c U O.�• u Z r m a. \\ d co V, ��. co ti i tf7 0 J 86'tig 004° ` 1g7(15 46'29" 37°38 Lam° L- 25.00 I ti6 CB � 6 DO� O 1 5"FG Jar. �O ua 4.46-45" L- 15 e co 2 6°0$'27" L= 37.51 ti z o ,n o ^O o N P xn c,4 t v en q y cr U O a r'•`I l N o� /�• 3� VI Q-/ O N � i f � � — I I : I - - - T+ - - - -�- -- - - : i 1 i N ! I I _ — F s 7- I I I O o I - , 19 I _ j , — f ,v uT I - - f"t — oN s x Y 4. .F I — -- - - 11 - - — — - --- -- - - I Fl _ — t j 7 I I k - I --- - - �- - --- _ — — - - - R , I 1 D, . KOM E! ► 4 _ ' z+oo � 3+00 �+tip; sfoo s+oo 7-t-oo S+oo gY -SCALE ©ATE SHEET' N©. sit�P3PfflnT a x A Ofi00 1 +ao `J HDMI 3HT OT OS X A �.o .03 R3223 6 S393U333 --1_rJj " Yl- � / � I . /l F132 3M NI }'�ORZ• � = FiQ � 03 R3223 $139q 3N ODSCBC ,A.Z L1 NI 03THIR9 V�q.�-. l _ y 4V,�gnrarrnr� �yaraTr_'mx,�. 31q��'ECr` 4r �FH li e• f'�•( R. l':— Y� � r..era3y Px�x4EL A. N i34.39 No. 08602 d�r['v'txJ.'xNL1'R 00 ��.X.y'f=01�••, - S'ophlef kuPchuuos - s r . Ix 186.00 � �, 29 N 73000'O1,, W cv cv z P.I LTJ N t ^T. C ,cISZ'Ia..ICa h w ccr . At rn CO Id- T.F: 5�H•9Z � cD Ld I i�Ls Z, IZ-x� tir -_ 1.+Z r` ?q �'tf'nAD m 3 8 if17 ,� c�3T @ L4Y. +p 252s - -� o;Q9 ,fir 1� .? � � \\ � �6a°,6'aj'I �• .E6292 +n n E 72.61,,�, _ I�9.Iz•S 77"28'24" E got +3�.moo- _ ti �.-•�•^�` 0 liz w' o era r m gj�Rfi \` 28 \ 0 �^ \ as tit), \\`So NY \�5 W ✓ o j�`'� �� ��l�s°° �t°4g64,.R�350.00 c1' 0 Cyr alq JOB!jo PARCEL A $ °,6'all 41 -i f I I 1 _- i I - ! - I _ -- --- I - - _ I i I I - ' ` r� —• t 1 ` '�� I _ - ! - - -- - -- - - �__ f -- ... — I yi I f � _ j {tr — 53 e� - V _b3� , .. _ -t - it - �—$`t -----�--� - - - - - - -� .� N f _ t� i -- - - — I -_ !_ 1- -Y ! -- - --�-- !-- E - -- �-l -- ,--, --i---- G . R D E E E AS 1 E -_.. Ltd 3+0 5 i b g 4 57 t . T _ X OVl 3HT OT OS .00 v3283 a J3ggA3H ��r� .. .A.2.0 NI g3TN1A9 PROFESSIONAL' ENGINEERS LAND SURVEYORS - OOSO%.c . ��1�� pppppp66LP6rsr _ SCALE . app ;aN+ve `ter 8Y DATE SHEET NO. MAP N0. RHH I" 1. L't-Vfltcc :4 G�'�1r'rT❑T2• T'/1✓a�4� nilj`i+ 4013"J 7-BCo.._ �;,� 4. �F<- pF, �N-` �' '}` �z 7146 R. te OF— - � ``� = -'3 '�� q 4 2 k�'�i, +y}�� y »-z7'61.• /'�.c.v+3F� �- I��� �y�t�� .,� •� p�G 1\ �ot'a•31,Ppp�-'�4 Plo. 06602 �i;¢� n••G z�i pit p U p`'r�Ai➢15A.Rpgo f1 n ti •� Sapµ I` Ku Pcµu.�o� K�j pcl-t%-a c> T: c> rt E2 5 00 � D y d W P N t9 O Z5 UTIL.,TY �j pF WA-Y / �o -�s= /7.37 0 •l� p �20-•YD-NZ'W I ca -L•1 U'-H Z'E 1'a kj Fr / ••' 32.0 //9 cz Y4 . . ✓1 1 cam\ c At 1 SA- t Es � —.1 ..R.L.? v , 5yv i c ' XA 4 � � s 7 It 2 �° ti 4 •9 � i t I _. I i I - - 4 I - —-- - -I--.--- ---I--- --- _-- _ _ .- � � I �. - ' I � W -- 1 ----�---- -- f � I--!- _.__I ` J -�.;.. I� .fig R � -_ T -.I- �. -• � -- I ' { �X— IZ. 0I , • , _ — I 1 mf— I _ I — _ fz -- . ! 1 I l I I 4b c - - I � I I I — • 1 -- — IN -- -- t _ i i ' I / c. - t L. - — — r- - H _ - - - J I ? •_ - - - - - -- - - - ---- ---- E -- -- - -- - FISU NDo -' IC 1� - _ _ - - , . I I I i i l g A- c� }� S+P ti+a � +� z�P t �o a-F•Q PROFESSIONAL ENGINEERS LAND SURVEYORS �^ p�u PdPL SHEET N0. MAP N0. -0 14 3WT OT OS X A � �c� �F�oYl, FiOVti 3FiT OT OS X A �,�V �Y SCALE DATE .O.'1 S}3223 It3133q U3N ,�Q OOSO.IC ,A,2.0 Nt 23TN[it9 C�yYyyyyyp,rN OOSO.7C .A.2.0 1tt 237 fAq T'uQ bGTpli� E•! 1-lo Z .O� S13223 ,6 J39aU37t ��r�I �00. F to o.� y RHH ul 1" = 40' S�- 1 ,,ti4 Q�,"�_�,,, -, -Sc� i 3 OF- 7146 TC r�✓ v C-�9�'��ISTEf�'9 � � -� � 1 '`ice•'•i Itl NAL &%' •f� ,.:rca�r'�'