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HomeMy WebLinkAbout86-12 Abbe Road Estates Subdivision Plan /T3 Lltf'2. 4-1T �OLL1. . w 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR coN� AREA CODE 203/644-2511 July 18 , 1986 Wayne C. Gerlt, Esq. 435 Buckland Road / South Windsor, Ct. 06074 Dear Wayne: Re: App. #1138 - Abbe Road Estates Please be advised that the Planning & Zoning Commission voted 13 . Street names and locations of fire hydrants are subject to on July 8 , 1986, to approve the above application for an open space the approval of the Fire Marshal of the Town of South Windsor. subdivision, in an RR zone, consisting of 13 lots, as shown on plans Street names and supporting posts shall be installed by the prepared by Gardner & Peterson Assoc. , dated 1/17/86 , revised to developer in conformance with the standards of the Town of ,q 3/31/86 , subject to the following modifications : South Windsor, at no expense to the Town. 0 1. Deeds for the roadways, open space, and a quit-claim deed 14 . A bond .;Ln the amount of $12 ,000 shall be submitted to this a from the center line of Abbe Road, must be submitted to this Commission to ensure compliance with the erosion and sedimentation Commission prior to filing the final plans . They must be in control plan. accordance with the policy for accepting deeds and easements (attached) , and must be approved by the Engineering Department Quantity estimates must be submitted to the Town Engineer for the and Town Attorney. The deeds for the roads and open space will purpose of determining subdivision bonding, and all bonds be held in escrow until completion of the subdivision and then shall be posted prior to filing the plans . referred to the Town Council for acceptance. /�- In the event the Commission votes to accept a Letter of Credit 2. Signs indicating the Tobacco Road and Cornfield Drive are for a one year term in lieu of a surety bond, said Letter of dead-end streets must be installed. Credit must be renewed on a yearly basis until completion of the development. if a new Letter of Credit has not been received 3. The detention area shall be located in the open space, with within 30 days before the expiration date, the Commission may, at access provided to it. Access to the open space areas shall be its option, call the Letter of Credit it is holding. defined by a split rail fence and stonedust path. 15 . A drainage assessment fee in the amount of $650 shall be submitted 4 . Approval has been granted for a total of 13 lots, and one lot to this Commission. JOIiN D. & DONALD DZEN BEAT ICE M. 4ANUSITUS ET AL W must be deleted from each street. The area of the deleted lot shall be spread among the remaining lots. 16. A liability insurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with 5 . Concrete sidewalks , built to Town specifications , shall be installed a combined single limit for bodily injury and/or property damage OPEN SPACE a 0 in front of all lots including the lots on Abbe Road. in the amount of $1, 000, 000. t w � 6 . Abbe Road must be improved for 15 ' from the center line, subject 17. No building permits will be issued until all conditions of a F to the approval of the Town Engineer. approval have been complied with, and the final plans have been w filed inthe Town Clerk' s Office. P� a O c" 7 . Footing drains will be required for each house. Prior to the 18 . This approval is subject to the conditions of approval of the d o 11 building of any structure on a lot, a topographic map, drawn Inland Wetlands Agency/Conservation Commission. a ® n to a scale of 1�r = 40 , shall be submitted for each * lot in the z subdivision, showing proposed contours, elevations - and the location 19 . The modified plans must be submitted to this Commission for fi o O of the footing drains. No building permits will be issued until review, prior to filing the mylars. the proposed contours, floor elevations and locating of footing W ` 0 12q g GAIL SADONIS drains have been approved by the Town Engineer. Z O 20. Prior to commencement of any site work, a meeting must beheld a with Town staff. � B . Drainage for the subdivision is subject to the approval of the 13 O 0 Town Engineer . Bla.�k and white transparent mylars of the key map and sheets 1 and 2, together with three paper prints of the entire set of 9 . If , for any reason, finished grading and other site work is 9 P P p plans with the not completed, the Town Engineer shall determine the amount of above modifications, must be submitted to this Commission to be - -- A B B E -- � R 0 A D a cash bond to ensure final grading and site work. This cash stamped and signed. After signing and stamping same, the mylars will i bond must be submitted prior to issuance of a Certificate of be returned to you for filing in the Town Clerk' s Office. They Occupancy. must be filed within 90 days. Your very truly, 10 . A11 lots must be connected to the Town of South Windsor sanitary Y Y. �- sewer system and are subject to the approval of the Water F., Pollution Control Authority. PLANNING & ZONING COMMISSION drainage direction arrows 11 . Water shall be supplied to this subdivision by the Connecticut sanitary sewer direction arrows Water Company. BY- A Marshall Montana, Vice-Chazr an CS O _<1 12. Street lighting shall be installed at intersections and on a 0 cul-de-sacs in accordance with the policy established by the 9 Town Manager (copy attached) . A NOTES: F O HILL Rp � D 4 - X 1. Total area of the parcel - 15.89 acres. nil 2. Total number of lots = 13 a ., PLANa"ING DEPTs W �.�UTHWINDSOR A 4ABBE RO D ES 1AJ FjS O SUBDIVIS10" N _ KEY MAP OPEN SPACE" 200 100 0 200 400 600 WINDSO -"' , Su" UTH GRAPHIC SCALE 1 "=200 ' SUBDIVIDER: ABBE ROAD ASSOCIATES I CHRISTINE LANE SOUTH WINDSOR, CONNECTICUT Y ^ ENGINEERS : GARDNER & PETERSON ASSOC . 576 OLD POST ROAD k r TOLLAND CONNECTICUT k •.r if t} 13`�f: I :i 3 r : ri ' i tgj iL 'J JOHN D. & DONALD DZEN BEATRICE M. VANUSITUS ET AL S 02°53'00" E 1230.00' 37 26 1011.25' 23.43' 195.32' 0�g• , co , w n 36 0 c �5 en area = 34,660 sq. ft. OPEN SPACE 0.80 acres cV area 25,085 sq. ft. TO BE DEEDED TO THE TOWN OF _ 0.58 acres SOUTH WINDSOR N N O O N area = 306,915-sq. ft. to 7.05 acres 0 28 29 aO s1 ?j,,� w O S 0248'00" E 185.00' 185.00' •�9°o, roay�V 35 D 61r. o� 30 ���e4t a{ea a ' o � 7 •\ \ �3" c��f+ � N 54�� s area = 26,335 sq. ft. '��iy area = 28,905 sq ft. o 0.60 acres a3�� 0.66 acres area - 22,495 q. ft. c.;)�°' '1� „� E m 20'drainage easement - ° 2�5 `Lh yS !`??`f?JS,. 0.52 acre 8lo �S �g snromort 21aar D �r Z 5 0 S E ,< z50.00' s�s o N - drainage N 02°08'00"W 20'drain a e� ag ass Fat b c-, w _ \ p'q area - 25,475 sq. f . p flB1a WOY' L=5ss4 31 E-� Z _ S 02°08'00" E W N Q. 0.58 acres D,235 45'10 L=Zap?7, o'�,ti� N 158.20' 'r �'r 20 LPo _ Z 32 = v area = 26,580 sq. f . 0.61 acres z 1 � - Q N N x - r o S 02°48'00" E o Do 174.26' to W o a N 5 0248'00" E area = 22,105 s 192.87' 0.51 acres N P. 1s z,�s - R 15 �H?¢�S 00, 9 c' 12 o O 6=003106'23"R=300.00' _ 6 cc co L=16.26'CH=16.26' area = 26,325 sq. ft. $ s Qz°os'oo" E 0.60 acres ' m Q GAIL SADONIS o 150.59' v co co cn area - 23,460 sq. ft. N � = ao _" m ti ';0 o z w e z 0.54 acres Goo 'q o N r is uY to r rn S 0248'00"E to _o _ 200.00' S 0248'00" E -" o Q 201.40' HDNUMEWr COORDINATES z cn 1 N 183471.6126 E 205099.9520 area 23,660 sq. ft. 2 N 183497.8247 E 205173.6781 `o .54 acres ca 3 N 183514.4880 E 205214.3266 g n ua 4 N 183528.9340 E 205295.7743 1� 6 N 183526.1981 E 205487.6908 (D 7 N 183595.9059 E 205485.0941 o - - cS N o o `�'-_' o 8 N 183585.2064 E 205463.2262 950 s ft. $;, ^' 9 N 183578.8993 E 205293.9131 area = 23, q. Land to be conve ed to the Town �- area = 25,665 sq. ft. y 10 N 183562.0457 E 205198.8907 0.59 acres a� of South Windsor - 11 N 183547.7629 E 205121.1920 12 N 183571.4889 E 205094.9799 9�Vo, c�'�`LhSro ,'Lh 13 N 183996.1067 E 205077.1248 `'?> 00" 14 � %5 �j`� 5� 14 N 184022,2981 E 205100.8737 a=089°59'24"R=25.00' 1i 0 �� ti'f 16 N 188402Z.7602 E 205312.5355 OPEr SPACE It£ UIRLHENTS L=39.2T CH=35.35 D �� 17 N i84092.4330 E 205309.1279 Max. do. of Lo.s Obtainable 18 N 184081.4798 E 205287.3840 23 22 21 20 13 Gross area o� Subdivision - 692,105 (15.89 12 O 19 N 184072.2384 E 205098.4312 24 =007°31'00"L=59.68' 80.46' 175.00' 175.00' ___ Minus 10% for Roads - 69 210 1.59 92.00' 20 N 184095.9873 E 205072.2398 25 p-006%51'00"L=134.86' R=454.8T N 02° 8'00"W 180.46' N 02048'00 W 350.00' - 622,895 (14.30) N 02°51'00" 192.00' 21 N 184170.8977 E 205068.5761 22 N 184270.7784 E 205063.6911 R=112B.02' Divided by 40.000 s.f. for RJR Zone - 15.6 lots allowed 23• 14 184351.1423 E 265059.7607 Humber of lots provided - 15 24 N 184410.3839 E 205052:9499 25 N 184544.1903 E 205036.7772 H A B B E R 0 A D Open Space requirements per lot size reduction 26 N 184591.9271 E 205697.3140 Lot area required for a RR Zone for 15 lots - 600,000 s.f. 27 N 184287.8758 E 205413.2733 Lot area provided with 15 lots - 357,315 s.f. 28 N 184144.5121 E 205552.4722 Net area reduction - 242.685 s.f. (5.57 acres) 29 N 183959.7330 E 205561.5094 5.57 acres of open space required by lot reduction 30 N 183925.0806 E 205524.9294 31 N 184034.3197 E 205394.8615 Note: 10 acres min, by regulations 32 N 184019.0046 E 205381,9989 Open Space Provided 33 N 183911.2365 E 205510.3152 34 N 183873.2959 E 205470,2640 Q A Gross Area of Open Space provided - 285.370 (6.56 acres) 35 N 183759,2367 E 205544.3349 Minus area reduction for river 8 detention basin - 9,050 s.f. 36 N 1$3764.9404 E 205646.4048 Net area provided for open space - 276,320 s.f. (6.34 acres) 37 N 183581.9589 E 205748.1822 Note: Variance is required. NOTES v�lonce c3c-o.,n'NZ(3 8� SUBDIVISION PLAN a �� 40 20 0 40 80 120 i°°a�6 (:.'0 N 1. Total number of lots = 13. 8. All lots conform to the Town of South Windsor Subdivision and Zoning - ���°�N n�Pe'F�A`}t regulations. GRAPHIC SCALE 1 40 '� }2 �" � GPM ABBE ROAD ESTATES 2. Iron pins are to be set at all lot corners. 9. No driveways are to be constructed out onto Abbe Road. � Na. I0839 �t 3. Monuments are to be set at all points of curvature and tangency IN 10. Abbe Road to be widened to a minimum of 15' from the existing center vM ��B15TEn �Q as shown. line on the easterly side. 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE ' �,p X ° SOUTH YYINDSOR, CONNECTICUT WITH THE STANDARDS OF A CLASS R-e SURVEY AS DEFINED IN THE CODE OF '1111"q1-;Z r n: 4. Total area of the parcel = 15.89 acres PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED REVISIONS G A R D N E R & PETERSON ASSOCIATES DECEMBER IO, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND 576 OLD POST ROAD 5. Horizontal and vertical control is based on MDC datum. SURVEYORS, INC. z- i$-gam TOLLAND, CONNECTICUT - 6. See sheet no. 5 for Erosion and Sediment Control notes. /-�7-55 t-s. 10839 PROFESSIONAL ENGINEERS LAND SURVEYORS SURVEI�R DATE REGISTRATION NQ BY SCALE DATE SHEET NO. MAP NO. 7. All Rights of Ways and Easements afire in favor of the town of South Windsor unless noted otherwise. M.L.T. 1" = 40` 1/17/85 �OF s 7483 N ~ f JOSEP14 NERRIrf 6 co. 19 1253 j V j JOHN D. & DONALD DZEN BEATRICE M. VANUSITUS ET AL \ \\ S O°53'00" E 1230.00' i // —1 1011.25' fleol 5� / - Ioe CM Ln / Go co OPEN SPACE TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR 1 i -_ +_ \\�`_---""/ i \\\ `\` y NLj ���.�__—�1—� � `1' - - _'I 'C>•� i/', �� // / / � ------ —— _ -- —. cc S 02048'00" E 185.00' \\ \ .0 ! J I 1 I I J I 1 6Se _ �•�5 1 J r I ! 1 I I I I I .- / •S. / . / / / � \ � 1 J i l j I I II I ` / r r r • -• \ �'' 1 ' .v — /.01 } J r I I I } t ► t 1 , 'C, ! J I ,g,. / � , / , � . � / __ � l I ( t 1 I I I I 1 t 1 / / O ♦ / ! / / ! , / / / / -------.-- _— _ 10 \\ \ . \\ s� 21 xu \ js le i // ��/� /' / / ' �°'` 1 F,I\ t s Draw E 20'drains a aaserneae g`R'S0 5 N Qap¢)e Limit of wetlands is as I� ,I�.es s °Z5 ' 4.5 o !a? s2; shown on the South Windsor "s"02U0rE 241L001 iA Cl Sp R ° l 0"I J , Inland Wetlands & Watercourse � ! M1'tiR.. � `L5• o � � Cy �QD �.— 5 t �`^�—o ?4.Lis, map. I I s E Iss7e N 1 `\ --- 250.00 t drains a ease ne N 02°08'00"W J o G`2'` E"= }, ! ,/ ,/ D'b61°3803 L ¢' �`� {S 1 N J I ! ! ! I 1 1 '� / '+~ _ 0 / // / / / // I 1 I } 1 J ! J ! J \ N // _ U? ry'rr \�✓/ I I 1 \— ! � �s� \ w I t \ , It / � / J \\ / z _ \ 11 !q i t 10, Ic", \ N 1 % a 1 / it \ - ,/ S 02048'00" E 1 i I / % % \ 0 ' U l / j / j// j // ,/ \\174.26, I } v 1 N ., R 00, 1-1 3 L, —__ i/ // 1\ 150.59' C3 1 \ / / 1 ► I ' ! 1 ! J 1 t I f + •\ , / \ \ _ GAIL SADONIS t l l I I } 03 / yo \ � Q o co 00 � ----__ °° ——————— — ——— le S 02°48'00" E / 73 \ 200.00 - \\ S 201.40' _ C 1 1 1 / \ / / \ CR o o 11Ln l % o CD .000 1 1 \ 1 t _� �\ Land to be conveyed to the Town 1 \\ 1 r I I 1 1 1 1 1 \\ 1 \I � N. of South Windsor Q=089°59'24" R=25.00' proposed road widening j cF���2' a L=39.2T CH=35.35' I % ' I p=007 31'40' L= \ / 175.00 / 'OD" L=134.86' \\ _ +_ a '7 0 ' 92.QU' _ p�00fi 51 \ -�~ ---- \_\ 1 / o I ABBE 0 A D NOTES 4 �, ,R� ,.,�,, ``F TOPOGRAPHIC & CONSERVATION PLOT PLAN 1. Total number of lots W 13. 40 20 0 40 eo 120 �, GRAPHIC SCALE 1"=40' Z .4 ABBE ROAD ESTATES 2. Iron pins are to be set at all lot corners. 9. No driveways are to be constructed out onto Abbe Road. ` no. 10839 :•�y_�`cG'f3TEPt0 P IN 3. Monuments are to be set at all points of curvature and tangency 10. Abbe Road to be widened to a minimum of 15' from the existing center ~`=�41U,R.,£{°a as shown. line on the easterly side. I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE "`;"""° SOUTH WINDSOR, CONNECTICUT WITH THE STANDARDS OF A CLASS /'--- SURVEY AS DEFINED IN THE CODE OF 4. Total area of the parcel = 15.89 acres PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED G A R D N E R & PETERSON ASSOCIATES DECEMBER /0, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND REVISIONS s 576 O L D POST ROAD 5. Horizontal and vertical control is based on MDC datum. SURVEYORS, INC. � ,1 711s/sz- TOLLAND, CONNECTICUT 6. See sheet no. 5 for Erosion and Sediment Control notes. . :� � /-17-85 ,L.5, 10839 9/ia/86 PROFESSIONAL ENGINEERS LAND SURVEYORS SURVEYOR DATE REGISTRATION NO BY SCALE DATE SHEET N0. MAP N0. 7. All Rights of Ways and Easements are in favor of the town of South Windsor unless noted otherwise. M.L.T. 1" = 40' 1/17/85 ?OF 7483 w ♦ JOSEPH MERRIT►a CO. 19 1253 7. Ar �.\ � r f I I t ' tttf � ! !• !i I 1 0 I 1 I �• f! � ak�6 I i '9 i m I . f I i f 5 I t)61 "L-55, °3B'03 94 sj 09 rla it ;i II a c,4 h! I�tJ yj a tq � I i!. i I I I t S 02°48'00"E ? o� 1 11 ! LL 192.87' i I I Lr 0 o Cy 30�4' 01 rr 0 jil J I m U`� � ' 'z ��1q� N✓ m b co If S 021,48'00" E 200.00, ILL - S 02°48'00"E 201.40' T. o r 13 a dLOLO Im (1 00, 175.00' I I N o O v a 175.00' f rAd N tH - - Um A N 0 ' -,• ee,,.,e. WALK Q - ve ` � I � II a ASS . p_a ROAD --- aCO ;an o 'o V 1 I �y ♦ 09 6.S zit 7,3 �` _�' I I ' I W I I j P� d z 9b 'b t •_r— I 1 i I I N , I � I i 1 an o �--- t°1an7 CV co 4 _065°¢30 3°16 46 I p r,. _ N Kiy �-cli i �o 3 - 0 r h !Q >yl s oi�as'ax'E 2�o.pa R 30Oo 250.001 c 7=C35, o j CL I. S 02°OB'00" E 158.20' [ I : ° I aJ i fill ' 1 T r t �! I i 1 �I j cj i I I I i C $ I o� i I c2 \ � I -I'I I E,,. !I III I I jllr L I J ] C I' I I t I j'lll} I V I i' • I I I I 1. : ! 1 I I r l 3 3rp ILL I II I I S 'i �F u J 4 s Xa[� I I ! m N 0 o a-003 06 23 R=300,00'. Q o rr v, CO L=16.26' CH=16.26' I i ' I j I. I I' i I !I I I I, d `1 S 008I0" E ° I�2 0 I I• M r I: W 150.59' I m O 1 <n I I ' I` ! I I I '� ! ' N r!! !I! SD:C ! � J. I ! II f ! I I ('� nM I ago ' I t i Z 08 i I ! I I ;{'f pr !r;i Il�r .II M CO 17 J. Ln r [I "1 I. I i I l i I I I I. k I i E i 'I oI j� it ,i I !II •3 1 tt A we J' a I I p 4 o , Q I 0 I 1 Land to be conveyed 1 d to the Tow n , Y ,. of South Windsor - 9 6 8 59 24 R 25 cA r.00 G i I r road widening L=39.27' CH=35 Pn 92.00' 9 . I I O 1 i I 1 1: J1$✓ --op ---R4,—\D 1 I I O I I f I .,! r 1 I 1 , I i I I i •I 111 r , i ri LL , 0 S S 02048'00" E 185,00' z ?�' of as 185.00, Sg'6v 4cD6s° �15645'10"trzSOW��JO>r! e" N N V � � N (O CO O •r. �6'a �� n N r _°'� �}`�' 6 �. �_ SP2'tBWE --- 20' drainage easement ,'�S`R 4j°S r 0j% S00 �DoCp�'11 `' F^" Q�'b ti7M "S MOM E 24OX - - � ° , �" !-'?S0T JSI rR. 'SB � h� A �25� o Gi9� c Dy?4��OQ, S 02UM E HIV 250.00' �' o 7-31'00" L= 59.68 80.46 100.00 75.00 h�cP 20' drainage ea ement N 02008'00"W r` 6-51-00" L= 134B6 R= 454.8'I N 02°48'00" W 180.46 �s �9°48'0 W 350.00 / „�' ocP M R= 1128.02 proceed ed w�denmc3 "� C �061°3B'03" L:=5594, 0 �75045'10"L�2502T o - r N O !] ��O' G0• Gp o0 cy N La C-10-s nss Q fL a � uNj t t� d S 02048'00" E C 192.87' 0 4.o4j Or R- ?4 °00, P1aY-) — o D=003°06'23" R=300.00' O . L=16.26' CH=16.26' Plan I , nve — 'Ti 2 tiu _ t - :.::.. : - _ �F 77 -tz — r , _. r) — — — :- - --- - - - - -- --- I I I I x r , I - - - - oj . i f 0• . . 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BED S_TE PREPAPA 10N HAY BALE APPLICATIONS W Disturbed areas shall be covered with a minimum of 4" topsoil. Fine grd^r GRADING & . SEEDING APPLICATIONS Sheet Flow Applications and race soil surface to remove stones larger than 2" in diameter. needed erosion control devices such as surface water diversions. Atjp•y ' o r I. All graded or disturbed areas, including slopes , shall be protected 1. Bales shall be placed in a single row, lengthwise on the contour , . '�sto►;e at a rate of 2 tons/Ac. or 90 lbs/1000 s ft. Fertilize h' :.'' 0 I g q• Bales are to i) I duringclearing and construct-ion in accordance with the a ft ' lime 1 f g approved with ends of adjacent bales tightly abutting one another . "�O-�C-'0 at a rate of 300 lbs/Ac. or 11 1b5Jl000' sq. �ior�c me ,nd but+ togei-hec- � q � sediment control plan until they are permanently stabilized. 'erti' zer into soil uniformly to a depth of 4" with a wisk, springtcath 2. All bales shall be either wine-bound or string-tied . Bales shall harrow or other su-table equipment following the contour ?ines. 11}(t All 2. All 'sedimentcontrol practices and measures shall be constructed , be installed so that bindings are oriented around the sides ratherr `11t o applied and maintained in accordance with the approved sediment than along the tops and bottoms of the bales to prevent deteriation Seeding Dates 1.01 La control plan. of the bindings. t'o I Spring seedings usually give the best results. Spring seedings p 3. Topsoil required for the establishment of vegetation shall be stock- 3 . The barrier shall be entrenched and backfilled . A trench shall of all seed mixes with legumes is recommended, however late i {{� piled in the amount. necessary to complete the finished grading be excavated the width of a bale and the lehgth of the proposed summer seedings prior to September 1 can be made. The recommended f 01` of all exposed areas. barmier to a minimum depth of 4 inches . After the bales are staked seeding dates are: {-f and chinked, the excavated soil shall be backf i l led against the April 1 through June l I pp p Au ust 15 through Se tember =# l ekes ec`e� bo�c 4 . Areas to be filled shall be cleared, grubbed and stripped of topsoil barrier . Backfill soil shall conform to the ground level on the 9 9 P ;io� i to remove trees, vegetation , roots or other objectionable material . downhill side and shall be built up to 4 inches against the uphill , side of the barrier . Ideally, bales should be placed 10 feet away Seeding _ 5 . All fills shall be compacted as required to reduce erosion, slippage, from the toe of slope. settlement , subsidence or other related problems. Fill intended (1 ) Apply seed uniformly by hand, cyclone seeder, drill , j ,c), to support buildings , structures and conduits , etc. , shall be compacted 4 . Each bale shall be securely anchored by at least two stakes or cultipacker type seeder or hydroseeder (slurry including I-"^ in accordance with local requirements or codes . r:ebar s driven through the bale . The first stake in each bale shall ., seed and fertilizer). Normal seeding depth is from 1/4 be driven toward the previously laid bale to force the bales together . to 1/2 inch. Hydroseedings which are mulched may be 6. Fill material shall be free of brush , rubbish, rocks, logs , stumps , Stakes or re-bars shall be driven deep enough into the ground to left on soil surface. plas'� building debris and other objectionable materials that would interfere securely anchor the bales . with or prevent construction of satisfactory fills . (2) Where feasible, except where either a cultipacker type 5 . The gaps between bales shall be chinked (filled by wedging) with seeder or hydroseeder is used, the seedbed should be 7. Frozen material or: soft., mucky or highly compressible materials straw to prevent water from escaping between the bales. (Loose firmed following seeding operations with a roller, or shall not be incorporated into fills . straw scattered over the area immediately uphill from a straw bale light drag. Seeding operations should be on the contour, s#a�kcs eoc1-+ bo3e r� harrier tends to increase barrier ef.fir. iencv. ) In sloping areas 8 . Fill shall not. be placed on a frozen foundation. where surface flow follows the bale line, perpendicular bale checks Kind of Area shall be installed at appropriate intervals ( 100 feet- Maximum) . _.�� extis�tng 9 . All benches shall be kept free of sediment during all phases of Borrow Areas, Roadsides, Dikes, Levees , _ _ ground development . 6 . Inspection shall be fl.equent. and repair or replacement shall be Pond Banks and other Slopes and Banks No.of Seed Mixture _ made promptly as needed . r 10 . Seeps or springs encountered during construction shall , be handled (Variable drainage soils) 2 in accordance with the measures for Subsurface Drainage or other 7. Bale bat_rier-s shall be removed when they have served their, usefulness , approved methods. , but not before the upslope areas have been permanently stabilized. Drainage Ditch and Charnel Banks --- F_1 11. All graded areas shall beypermanently stabilized immediately following (Variable drainage soils) 2 finished grading. If final grading is to be delayed for more than . 30 days after land disturbance activities cease, temporary soil General Recreation Seedings � Bale .stabilization measures shall be applied immediately. Open Space, !Nature Trails 1 , 2, 23 12. Site is to be graded as needed and feasible to permit the use of conventional equipment' for seedbed preparation, seeding, mulch t10USE SITE DEVELOPMENT Lawns and High Maintenance Areas_ 1 ,19 ,20 or 21 application and anchoring, and maintainance. 1 . Upon approval of individual site plan development , t}1e limits of 13. Cut and fill slopes shall not be steeper than 2 to 1 (2 horizontally development should be established in the field for each proposed SEED MIXTURES to 1 vertically) . Where it is to be mowed, the slope shall be residential structure. Disturbance limits of 25-35 ft . beyond LSs./1 .&30 no steeper, than 3 to 1 . A 4 to 1 slope is preferred because of the physical dimensions of the structure are reconhended. No. Seed Mixture Lbs/Acre � So, {=t. safety factors related to mowing_ steep .slopes. MULCHING 2 . All driveways and driveway shoulder. s should be stabilized l i zed immediately 1 • Kentucky B1Uegrdss 20 •45 `t 14. Apply seed uniformly by hand , cyclone seeder, drill cultipacker upon completion of rough grading. Shoulder seed bed preparation Creeping red fescue 24 .45 Immediately following seeding, mulch the seeded surface with straw type seeder or hydroseeder (slurry including seed and fertilizer) . should follow the general notes provided. Hay bales or .filter Perennial ryegrass 5 io or hay at a rate of .5 to 2 tons/Ac. Spread mulch by hand or mulch Normal seeding depth is from , to � inch. Hydroseedings which f-abr i.c should be used to entrap any sediment generated from exposed Total 75" 7y blower. Punch mulch into soil surface with track machine or disk are mulched may be left on soil surface. soil surfaces . Driveway roadbeds shall be stabilized with compacted harrow set straight up. Mulch material should be "tucked" road aggregate as soon as possible. 2. Creeping red fescue 20 .45 approximately 2-3" into the soil surface. 1.5 . Where feasible, except where either a. cult.ipacker type seeder or Redtop 2 -.05 hydroseeder is used, the seedbed should be firmed following seeding 3 . Topsoil and subsoil fz-om the foundation area should be stockpiled Tall fescue or smooth bromegrass 20 45 -operations with a roller , or light. drag.. Seeding operations should within the ar:ea of disturbance if not used for o.nsite regrading. Total 7T -? be on the contour. Each stockpile must be adequately ringed with sediment control materials (i .e . , hay bales and/or fabric fence) . 19. Creeping red fescue 40 .90 16. Fertilizer and lime to be worked into the soil as nearly as practical Canada bluegrass 20 45 Note to a depth of 4 inches with a disc, spring tooth harrow or o,t:her 4 . Any additional stockpiling of lumber or building materials should Total 6U T.-T wring construction phases the base of the retention basin suitable equipment;. The final harrowing or discing operation should also be confined to the area of disturbance. Similarly, vehicular Shd1 i be set 16" below the outlet elevation to Drov'de For be on _a general contour, Continue tillage until a reasonably uniform, movement should be directed to established parking areas. . Proposed 20. Creeping red fescue 60 1 . 35 co: lection of sediment. A sediment basin to 5e placed at fine seedbed is prepared. All but clay 'or silty soils and coarse g Y p y Ur_ and periodically ly 5e c`�ec:cec' a d c,e:��ned !euchre system areas must not. be impacted b vehicular traffic ou�'et structure :, ,. ' sands should be rolled to firm the seedbed wherever feasible. or utilized as parking areas. Development of sewage disposal leaching 21. Creeping red fescue 40 .90 p p 'Y Tall 20 ,45 dur,ne construction. Upon completion o= the cons_rt;ct on areas should be staged to follow house site re arat.ion. only operations and stabilization of all di'sturbed areas, the 1.-7. Remove from the surface all stones two inches or larger in any the primary leaching system need be cleared of existing vegetation Total 60 1 .35 sedimen* is to be removed from the retention basin, the dimension. Remove all other debris , such as wire', cable, tree in coordination with the approved septic system design . Reserve bade or said o be is removed brought to Finishes grade at'g roots:, pieces of concrete, clods , lumps or other unsuitable material . areas should remain unaltered if site conditions permit . 23. Tall fescue 150 3.60 1oamAd arc seeded in accordance with the grading p1r:r.. 18 . Inspect .seedbed just before seeding. If traffic has left the sail 5 . Upon 50s- completion of dwelling construction all raw soil areas Recommended Varieties compacted, the area must be retilled and firmed as above-. surrounding the house sites should be fine graded and mulched. Installation of groundwater control. systems, curtain drains with Creeping red fescue (Pennlawn, Wintergreen) , Tall fescue (Kentucky 31 ) , 19 . Where grasses predominate, fertilize according to a soil test or level spreader , infiltration trenches ands or energy dissapators , Smooth bromegrass (Saratoga, Lincoln) , Bird's-foot trefoil (Empire) , broadcast biennially, 300 pounds of 10-10-10 or equivalent per should be .sta e at this completed - acre (7.5 pounds per 1 ,000 square feet) . P g St�itchgrass (Blackwell ) , Little bluestem (Blaze, Aldaus-, Camper, Big , - bluestem (Kaw), Crown vetch (Chemung, Penngift) , American beachgrass (Cape) , Perennial ryegrass (Norlea, Manha=tan) , Flat pea (Lathco) , Deer tongue (Tioga). moo' ►ZiaHT aF WAY - 1 4'CO*)' a-4• 31 Seedbed Preparation F �� ��T Disturbed areas shall be covered with a minimum of 4 inches of topsoil . Fertilizer, to be applied at the rate of 300 pounds per acre or 7 . 5 pounds pe.r 1000 sq. ft'. using 10-10--10 or equivalent. Apply limestone (equivalent GRA,VC- L. SUB-PEASE t. 10. 6o - 1 q 50$ calcium plus. magnesium) at the rate of 2 tans/acre or 90 lbs. /1000 W"mP_S wa-r CoNnt-riOMS RRe ENCOuN•r6t >7 gAsE covRgE - "p�cocess�ca �TbA1E sq.ft. 02 NNATtvE tAPc-r9GZ1AirL- is bit_ F`y Ct-4Y PA OGt fir" OURePE.szE� ssat� os'HECz uNS%i1rAP.34� M, %TZ;ZtAl. , CPQ._A5 Seed. Mixture? DtV,aC_-rGp, SVRFACE COu4Z5G 3" C-3k C-ONC• LAID IN TWo CoQVSES T31�' GONG Cvi2 tat G 1. C3tNOEt� CA�?RSE -�"G rr Creepingred fescue 20. .45 is Kentucky bluegrass 20. ibs/acre . 45 lbs , /IQOG sq.ft . . suR�+�ce cou2sE- 1' � M d C>m P/-c:: 'p "Perennial ryegrass 5. " .10 " cP1N[. 51a wnL- Total 45 . 1. 00 " Cover with hay mulch. i cP" L R © a pwAy S E. G -r-IC> Temporary seeding of disturbed areas shall be in accordance with 0 12SPLrr „_ p F�C-F.NC CT-r�> the fallowing schedule: . Temporary Seeding Schedule: I SPECIES LBS/ACRE LBS/1000 SF RECOMMENDED SEEDING DATES Ann ��+i o►.at�. . ' ' rta Ryegrass 40 1 .0 3/1 - 6•/15 , 8/1 - 1.0/ 1 FAA•1"18' Winter Rye 120 .3 .0 3/1 - 6/15 , 8/1 - 10/1 Sudangrass 30 0 . 7 5/15 - 8/15 DF-'rA) L, 13 ae®e� �-4, SUBDIVISION PLAN (Temporary seed�.ng." is not limited to the species shown, Other �,-,pT -rt:. off Oe.TORQF species recommended by the - Sail Conservation. Service for Temporary, � ;_ � � ;�� Seeding. may be used . ) ABBE ROAD ESTATES 1Vo. 08602 Straw hay mulch is to be applied to seeded areas at the rate of �� ct��rk �� F$S,aNRLti'' IN • 1�' ta. 2 tons per acre, or 70 to 90 lbs. per 1000 S.F. AK�.',�S� rv`P..,,�� SOUTH WINDSOR, CONNECTICUT I HEREBY CERTIFY THAT THIS MAP AND SURVE1r WERE PREPARED IN ACCORDANCE.-,;��„ft�a . a, Air WlrH THE STANDARDS OF A CLASS p Sf/RVEY AS DEFINED IN THE CODE OF"`IkJ') + F kfto � y ` GARDNER & PETERSON ASSOCIATES PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED ���h • +� � C� REVISIONS 'DECEMBER /O, 1975 AS AMENDED BY THE C NECTICUT ASSOCIATION OF LAND 576 OLD POST ROAD SURVEYORS, INC. �£��.=���•� .�- T O L L A N D, C O N N E C T I C U T 1- 17-8CC L.G. /OB 3q 7 C�SSffir' , PROFESSIONAL ENGINEERS LAND SURVEYORS U YE R DA rE RE6ISTRA7lOhl e BY SCALE DATE SHEET NO. MAP ' l r M.L.T. 1" = 40' 1/17/85, OF f 7� ♦ JOSEPM MERRITf 8 co. 79 1253 .. .;'. ..:, ... _. . .. ..:........: