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87-27 South Windsor Business Center Plan
:• /"C?L1JJ7. O/' �OLCU2 LUU2C�0'`L • IZ, h leaching drains �• R � 1540SULLIVAN AVENUE SOUTH E203/64WINDSOR 2511CON 060Ta S Se system must be designed and installed where " r1 drainage assessment fee !n the amount of $450.00 shall be c ��ZUf2 07' �C7LGLlZ L[/L/LCLA{YG \ I9ru■.r"' Aa£a CODE 203/6r144511 site conditions are conducive to such drainage. submit ted t0 Ch15 Commission. �C 15AO SULLIVAN AVENUE - SOUTH WINDSOR.CONN.06074 .13. WPCA approval will be required for the Sanitarysewerage system 23, Faso■.cap aREaCODE2o3/6aa-251i and should be obtained S y A liability' insurance policy shall be submitted to this \ prior to the pre-construction meeting. Commission naming the Town f South Windsor as an insured, with {11oce: Review and approval from P1DC is also required). a combined single limit for bodily injury and/or property October 2, 1987 \ 14 All Deeds for open space and roadways; and Easements for damage in the amount of $1,000,000. Map ;t 26 Lot It 1 State of Connecticut Ellington Rd. July 15, 1987 conservation purposes, drainage or utilities, that may be 14. No building2 State of Connecticut 212 Ellington Rd. required in connection with the approval of this subdivision, permits will be issued until all conditions of Attorney William E. Grace CERTIFIED MAIL 8&9 Nicholas La ta, J r. ETAL 269 Ellington Rd. must be submitted to this Commission prior to filing the mylars approval have been complied with, and the final plans have been i and issuance of building permits. All deeds must be in filed in the Town Clerk's Office. 479 Buckland Road 10 Kenneth F. Corneae Burnham SC. ALLY. William E. Grace accordance with ctte policy for accepting deeds and easements 2 south Windsor, Ct 06074 Sou Dockland Road and must be approved by the Engineering Department and Town 5, This approval is subject to tfte conditions aC approval of the 11 Morgan J. Bradley Ellington Rd. South Windsor, CT 06074 Attorney. The drr.els far the roadways and open space will be Inland Wetlands Agency/Conservation Commission. Dear Attorney Grace: I2 State Of Connecticut I]9 Ellington 1 ngton Rd. held in escrow until completion of the subdivision and then 2G. Pnor to commencement of an Re: Application 4477 - South Windsor Business Canter I3 State Of Conneetieub 163 Ellington Rd. referred to the '!'awn Council tar acceptance. y site work, a meeting must be field with Town staff. 14 Alberie & Germaine A. Caron 151 Ellington Rd. Re: South Windsor Business fencer - Amended Approval Lector !S, Concrete sidewalks, built to Town specifications, shall be At the September 21, 1987 meeting, the South Windsor Inland Wetlands installed on both sides of all interior roads, black and white transparent mylars of Sheets &!, 2 Agency/Conservation Commission approved with conditions Application 15 Abby Road Associates O C is t eS Ellington above modifications, together With two blueprint copies3ofttile g t n Rd. -- 16. Drainage for this subdivision is subject to the approval E entire set of plans, must be submitted 1f477, a 10 lot Industrial Subdivision to be located on Ellington Road, _ t Please be advised that the Planning & Zoning Commission voted on pincer. PP o the to this Commission to be as shown on plans prepared by Palmberg a Russo, dated 4/13/87, con- 17 Abby Road Associates Ellington Rd. June 23, 1987. to approve Town En stamped and signed. The letters of n sisting of 11 pages. The following conditions must be adhered to 'well as the Inland Wetlands Agency/Corservotiont Commission, must 18 Bidwell Acres Inc. Burnham St . PP your application for a industrial for this permit to be valid: 19 State Of Connecticut Burnham " subdivision located on the south side of Ellington Road, as shown on reproduced on the mylars. r ham S t. Plans P J 17. All lots must be connected to the Town of South Windsor �� P prepared by Palmberg & Russo, dated 4/13/87, ro -ect A86-168, sanitary sewer system and are subject to the approval of the 1, The plans must be revised to phasing the site to permit 20 Bidwell Acres IncSt. ',•i_f subject to the following. After the mylars have been signed by the Commission, they will be Burnham Eater Pollution Control Authority, to greater than a 4 acre area under construction ec unpro- 22 Donald M. & Theresa Charette 306 Burnham St. t returned to you For filing in the Office of the Town Clerk, should be one tune before the next is started, Sections ]. 'fhc plans shall be modified as follows, 18, Water shall be supplied to this subdivision by lIDC. should be separated by a fence. 23 Arnold & Theresa B. Laughlin 328 Burnham SC . a) building lines must be placed outside the confines of 19. Street lighting shall be installed at intersections and on Yours very truly, 26 Dominic A. & Margaret J. Maulucci 360 Burnh am St. detention areas wherever applicable, 2- Three (3) sets of the revised plans must be submitted to 1 � colnd lanacs in accordance with the policy established by the the IWA/CC Department before any work can be started, 29 State of Connecticut John Pitch Blvd. Jb} All easements must be shown on plot plan, rO Town Planager, / l7 e Street names and locations of fire hydrants are subject to the tg 30 State of Connecticut John Fitch Blvd. - approval 3. Any fill should be clean fill per Department of Environmental approval of the Fire Marshal of the Town of South l{indsor. Louse C, Evans, Chairman Protection Section 19-524-2 definitions t#15, "clean fill 32 Abby Road ASSOCIat('S Ellington Rd. -c) Remove the Since of Connecticut as property owner on means natural soil which is inert in terms of leaching and g •••�..� parcels of which the State has divested itself. Street names and supporting posts shall be installed bythe developer in conformance with the standards of the Town of does not pose a pollution threat to ground or surface water". 33 State of Connecticut Ellington lid. Soutle idtndsor. at no expense cc the Town. CC: R• '1•�rEol, i'own Erlgincer Clean fill would also exclude any construction debris, black 36 State Of 1 S - ` �) The key map should have corresponding names for all T. D'Auria, Building Official Connecticut Ellington Rd. _ /t7lU/7 O�,cJOLLU? L(/U2C430`Z numbers, and corresponding numbers for all names. 11 , top, concrete, or stamps. g E. Belleville,Fire Assessor 37 Abby Road Associates Ellington Rd. y� 1540 SULLIVAN AVENUE • SOUTH WINDSOR.CONN.06074 Quantity estimates must be submitted to the Town Engineer for I., Latnning, Fire Marshal-e) The Positive the purpose of determining subdivision bonding, and all bonds !I, Banach, Planning Director 4. Recommend a bond in the amount of $10,OQ0 be submitted to 't°+o■.co"' AREA CODE zoa/64a-2511 P grade of fhc new street into the site must be shall be Posted 38 State of Connecticut Ellington Rd. { Jd Increased to improve the sight line, P prior to filing file plans. Inland Wetlands Agency/Conservation Commission the Planning & Zoning Commission to ensure compliance with erosion & sediment control.measures. 39 George W. Lewis Ellington Rd. November 13, 1987 In the event the Commission votes to accept a Letter of Credit J. Russo, Palmberg 8 Russo e. ' { • E) Coordinates be given (!•IDC or CGS), for a one year term, in lieu of a surety bond, said Letter of S) Iran pins and merestones be installed. Credit must be renewed on a yearly basis antil cmpletion of the 5• Construction activities shall be subject to the approval of the Town Engineer. tap :f 16 Lot ;! 31 Lucian & Dorothy Grillo Ellington Rd. development. If a new Letter of Credit has not been received Palmberg & Russo wh) 'file cul-de-sac ac the end of Corporate Place be noted as a at options before tileetxpiration date, tale Commission may, 6. The application shall indemnify and hold harmless the Town 34 Atlas-0 it Company an J ' 1S Barber. Pond Rd. of South Windsor against any liability which might result P y John Fitch Road Bloomfield, CT. temporary cul-de-sac. holding. • from the proposed operation or use. 35 Lucian & Dorothy Grillo Ellington Rd. ' in ie end of the cul-de-sac stub 40 Egidio & Grace TOnucci Ellington Rd. Attention: Mr. Jeff Herz the must be installed [o 7. _ The permit is valid for one year and shall expire indicate that the col-de-sac s to be temporary, on September 21, 1988. Herz: 3_ The Town must have rights to drain into the detention basin_ 41 E 1 Dear Mr. g dio & Grace Tonucci Ellington Rd. 46 Abraham Glassman Burnham St. At a Water Pollution Control Authority meeting held on November 4• The Town must have a right of way over the exit pike from tilt VerX truly yours, 47 Albert Meyer Burnham ha 4, 1987, the Authority voted to approve the South Windsor detention basin. 1 Business Center. Project dated A as presented by Palmberg & 48 Gage CO. Inc. Meyer Burnham SC. 1 Russo and shown on a map dated April 13, 1987, Sheets 1-11. J• The drainage easement between lots 2 and 3 be in favor of the Town. Uri r?l_� 49 Gage Co. 'Inc. Meyer Burnham St. Z _ Kevin F. Rennie, Chairman 50 State of Connecticut Ellington Rd. This approval is subject to the following W. P, C. A. conditions: Inland Wetlands Agency/ - G, The pavement width must be shown on tile topographic map. Conservation Commission 51 State of Connecticut Ellington Rd. 1. The developer will send a act of plans to the F1. D. C. ! Town of South Windsor for Author !lcNeil's review and approval. 7• A complete plan and profile for the sanitary sewers is A'`C�• 53 State Of Connecticut Ellington Rd, ' required, ` KFR:dlb 2. The developer will pay the H. D. C. outlet charges ` to the Town of South Windsor, who in turn will turn I/8• A streetsrtpe planting plan shall be provided to Ellis CC: A. B. Davies, Deputy Town Engineer them over Co the M. D. C. Commission and must be adhered to by each Engineering Department site plan at development_ 29 (^ Marcia Banach, Director of Planning 3. The manholes will le placed as near to the center of 9, Drainage structures under Route 30 must be improved to the L 2 Michael Gantick, Public Works Director' the road as po'saible. Thomas D Auria, Building Official satisfaction of Conn DOT, ti I Louise Evans, Chairman, PZC 4, The plan shall meet the technical requirements of the ' + 10, i deccicration loaf must be provided vitlEin` chc existing right Joe Russo, Palmberg & Russo Engineers Engineering Department. of way for vehicles approaching this .siEe from the south west 11 5. This approval letter will be affixed to the final set (subject to Conn DOT approval). 33 !.3 of mylars and filed with the Town. s ] I The proposed Water line must' fie e'_xXended to Ellington Road. ., f! This approval is also subJect to the fallowing Engineering Depart- 30 p , ment conditions: QO 2 SITE DATA 1. A concrete cradle will be placed between the storm and 14 sanitary sowers at Station 6 + 40 along Corporate Place, / Zone = I 2. In place O€1 ductile iron, concrete 'encased PVC 3 Site Area = 15. 60 Ac. pipe can be used when there in less than 36 QS Min. Lot Area = 20,000 $, F, three and a half feet (3 1/2) of cover. � 5I - d I Min. Lot Frontage = 1001 ver truly yahra, '� OTAL, AREA = I5 Min. lot Depth = 150' 15 .�fJ� 1O 35 r Building i Line 1 25 Rear Line ,�. 35 `� , �oscph J. rino, Cha rman � ` 9 10r Side Line TOWN OF SOUTH WINDSOR 9 5 f�a� Water Pollution Control Authority C S �� 53 4 • JJC:pm oP. CC: Eduard C. Moniz, Collector of Revenue 39 S A. Bowen Davies, Deputy Town Engineer 3 J � 5 Marcia Banach, Director of Planning Chairperson, Planning Building S Zoning LC5 8 32 { Thomas P. D'Aurfa, Building Inspector v r C) mow A1111111, ¢� s 6 � - - 7 22 ' 40 50 26 18 49 20 4I 46 47 s 19 48 23 TOWN OF SOUTH WINDSOR ' TOWN OF EAST HARTFORD BURNHAM STREET n DEPT. t—F—QI��� GUTHNOS 3 P� �S S�r1�71�i9�y C �I�:I�F� i KEY MAP � SOUTH WIN -- DSOR BUSINESS CENTER g l SOUTH /WINDSOR- CONNECTICUT INDUSTRIAL SUBDIVISION ' FOR ABBY ROAD ASSOCIATES ` I CHRISTINE LANE ;•. ; SOUTH WINDSOR) CONNECTICUT PHONE 644-9603 '° ;`'j}p�• t ' +F 14, "..•rifd, �; ,a �`_,d t � §��:n�e� 9poeue®noro - •'!'''�7;�i•;tr 90g99CONJyPd�oo //l •' •.`'.'lt,l^ PALMBERG & RUS50 ,I MAP I SCOMPILED S f h e° 1 THIS FROM OTHER MAPS, DEED DIMENSIONS AND OTHER 1 11tE€cEBY (:I_ri,11 Y r1AT TINS &ED SOURCES OF INFORMATION �cccRD' : r. "IJ -'`� �:11FrE', `Ft +' IN , t �"; a,., ;___ LAND SURVEYORS & PROFESSIONAL ENGINEERS r r It,CI 4u111 1IIL" „�r 15 BARBER POND ROAD iI;' (i r0 11 c r NOT TO BE CONSTRUED AS AN ACCURATE SURVEY 1 EY as AND SUBJECT TO CHANGES AS A MORE ACCURATE DE: : D IN THE con! of hhAcrlcE fol, ^Y P�`�-,,&'° Blr?OMFIELD, CONNECTICUT Sur,EYS AND TANS, ADORED bZCEi',tiiER 10, 1�i i i, LItuED BY SURVEY MAY DISCLOSE. ` °� 2a2-2n5 ry THE CONNECTICUT ASSOCIATION Of LAND SUI? EYORS, INC. ��•�� `, '` �'�s�� s U �t'-{I �`"�cisvaaeruAr4' BY SCALE DATE SHEET CHECKED NC). t S• D. ,6E NOTES . i I . P . 's to be set on all lot co rners , w: Monuments to be set at all points of curvature and tangency o of the proposed streets . f>' Site is not located 5z 2•s in 100 year flood hazard zone TF _ panel No . 090036 00098j • Portion" of parcel located in inland wetlands taken from South Windsor Inland Wetlands & Watercourses Map. f Elevations & Cbordinates based on C. G.S . Datum. ; t - \ P� drainage easement. Electrical on' Lot 1 Cal service to be In favor of the to provided by Connecticut REFERENCE MAP : and Power Company . All services will t Light ' of South W ll be underground.. indsor Existing underground utilitylocations i b ons shown were provided ;k' y the operating companies . Locations are a ` �- Plan showing property of Benjamin W. Chandler & may not be complete . Contractor mu approximate and Helen C. $er lund to be deeded to Roderick H. King , must call before digging ( � Ellington Road , South Windsor, Ct" 1" - 1-800-922- 4455 for utility mark ou - 40 ' June t • ' �IF '`}�.•-CiE�E SI vEzV1�}in/E /g, C'q,ep� 1948 By Peterson & Hoffman Engineers Successors to S 2; Spencer & Washburn Inc, Contractor to verify depth and location of utilities. In the event of>Q� �� � o,�T� �� a� �~d� / - s8 � � potential conflicts notify engineer. 0e Property of James H. & Georgene W. Lewis & Isabell N>Q` S �38 �.y :' op1�� S' L. Winnell, Ellington Road , South Windsor, Ct" ; WPCA approval will be required for the sanitary sewerage �S 32 o 9°- "y� ' 3 ,�w/ t'� 1 = 40 Mar, 1981 By James P .. Murphy L. S . system and should be obtained g Prior to the pre-construction meeting. Note ; Review and approval - j 0=57'-a5�ro" ,. = zso. oo , 5 �� al from rom MDC is also required. Town of South Windsor Map showing land & rights of access ` acquired from Frank A. Patrissi et al" $y the State of All lots must be connected to the; Town of South Windsor \� \ Connecticut Rte 291 " 1 " = 40 ' Febuary 1963 sanitary sewer system and are subject to.- the the Water Pollution Control Authority, approval of U U U� - ' �- - /ga•SD` Water shall be supplied to this subdivision by MDc. To TOW/6/ Prior to commencement of any site work, a meeting must be held with Town Staff . All lots shall use .Y, leaching catch basins where site conditions are reetable to Town of South Windsor. Where applicable use slotted d w n pipe. ,C,=/67.08` 9PE9 -9z9849 S.Fdrainage easement on Lot l9 --� Street names and or in favor of Lot Supporting pP ting posts s114111 be s of South ' and to the town Ita in conformance with tlle standards of the flled by the developer Windsor; p expense to the tok��. Ch Windsor ac no r ` o Any fill should be clean fil'1 per De , / \ Protection onrtment of Environment .SeLtion 7. o- o���E -ss- mean 9"5�4-2 definitions #z� al r Clean fill _ 7w ' \ moans natural soil which is inert in to w -C i not pose a pollution threat to terms of leaching and t ��� ` \. Clean fill would also ground or surface water'° . "to xclude any construction debris ,. black a Ai2EA p, concrete, or stumps . 1 5.F. �- �, k P_= zs.00' The application shall indemnify and hold harmless the Town 3S S9' of South Windsor a gainst any liability Operation which might from the proposed p Aeration or use, g result CCU cSEE Si�EET' �3 tiyF C£02C�Ei�tE Al W_E"15 A: •33�37' SrO �pf i� R ' f 3Cs,Fl 3 'q drainage easement on Lot �f�• � _ ti} in favor of Lot ir` 7 - � 54063`1 S.F -.33�.'i 7 •Co7` S s, QJ� ' =_33S,Li7 _ -� LL -!u7 Faa � SUBDIVISION T�� CC cav�vEc7�c � .. _ ON PLAN SOUTH WINDSOR BUSINESS CENTER SOUTH WINDSOR, CONNECTICUT INDUSTRIAL SUBDIVISION FOR �-; 0� ABBY ROAD ASSOCIATES ` 1 N ` ES 1. CHRIS11NE LANE --— SOU TH WINDSOR PT PHONE _Jr5 So[,. 79 �oA`Oa�' "0 R 04p0w'�PR. PA/ ;>f a P A L M B E R G & ..R U S S O `" � I v. s t e +' s_ m LAND SURVEYORS & PROFESSIONAL ENGINEERS a � z =" A 15 BARBER POND ROAD ,�, N 8Y BLOOMFIELD, CONNECTICUT 242-2775 ' ®�'''°oeeoma aea q9/4 BY /y� SCAT E DATE SHEET CHECKED NO. �'�'� ` ;E /1V/'-� c7A7F OF GUi�n/EcriGUT _ r ,v/F ST.�i E OF CONrvc C7/Cv7' `S 7p o L— drainage easement on Lot �= O� ! in favor of Lot # 3 and Co the town of South Windsor i /v G SiRTE O� CaNNEC7•/CcJT ' �P i •GOT '� o�`�rQ drainage easement on Lot #s _ in favor of Lot !! r7eF—A =S5,7 93 s. I ` and to the. town of South Windsor AI/F ,4,L 6E�/E � CE�'Mrg/n/E A• 7 ,/-1� 3 - �l _E/a //J �Avo/Z OF Th(E 7a�,JAJ OF SOc M'L/ l J/IJD5U2 L\` R/ N drainage easement on Lot #y _� ' � in favor of Lot fly r Uj P7. 76 cor -� 1 .HzEfq= //y/809 5.F. t� A I c �Q5Q-4<.rD M. F TNF rPFVS r-? CY<J,'�TTE _^ \ 79.Q`1 .. p- 25,oo' cyr r2= sS.oo 39 1/7 E q' f OUj T Z�.7/ SUBDIVISION PLAN - J P-- 2so3' SOUTH WINDSOR BUSINESS CENTER 9'Z.3 T F'�r�/fit-i cam•_ c�-4 _. _ SOUTH WINDSOR, CONNECTICUT I N D U STR I AL SkJBDIV ISON .JN FOR ABBY ROAD ASSOCIATES _ 1_ CHRISTINE LANE c.u�vn/Fcr.c,J7- SOUTH WINDSOR, CT, PHONE 6 ----9 6 03 PALMBERG & RUSSO `tp pratrrriii°°1' °a INso0o+�f01/p! R. Pq� _ •y p LAND SURVEYORS & PROFESSIONAL ENGINEERS s.-�a SB3 0,f m -.-• POND ROAD BLOOMFIELD, ,vo 52'- 3 w I 4i:E-L' Lr 15 BARBER CONNECTICUT r 242-2775 BY SCALE DATE SHEET CHECKED NO. cv 4eva °onr�°re BD i 4��04 *tJ I 4-!J-6 7 3 A� l t� V vKE BG/z�& z t, 4 .� NOTES : I. P , 's to beset on all lot corners . Monuments to be set at all points of curvature and tangency of the proposed streets . y: Site is not located in 100 year flood hazard zone panel No. 090036 0009E kF.40Cti1TE EX-,5r Portion of parcel located in inland wetlands taken from ?; South Windsor Inland Wetlands & Watercourses Map , f ; Elevations & Coordinates based on C. G.S . Datum, Electrical service to be Provided by Connecticut Light >;`< F�GST Cf3 r�/ and Power Company. All services will be underground .. Existing / sting underground .utility locations shown were +�=53.•g•4 _ \�A � — ��_ —� _. by the operating provided --SJ.�4 _ \ � �/ o J� Any fill should be clean fill per Department of Environmental companies . Locations are approximate and \ �i not be C ; F4-sA•74 \� �� +G Protection Section 19--524--2 definit ions #15 , "clean fill may complete . Contractor must call before digging - : 5 g 1-800-922-4455 for utility mark out . Sr�tr2z6 means natural soil which is inert in terms of leaching and does not pose a pollution threat to ground or surface water" . Clean fill would also exclude any construction debris, black Contractor to verify depth and location of utilities . drainage easement ,on Lot !! 1 In the event of potential conflicts , notify engineer. A2Err'CACE. W�TYPEC,�" \ top, concrete, or stumps . in favor of the town of South Windsor WPCA a�� S6i4 pproval will be required for the sanitar The application shall indemnify and hold harmless the Town system and should be obtained Y sewerage prior to the pre-construction 4= 7' SS' I / / Z/ also reuir of South Windsor against any liability which might result meeting, Note ; Review and approval from C is l FZ_/3GG.35' / _ �/ _g o�,, , from the proposed operation or use. q ed -C 1143.-¢�" f ` `�� All lots must be connected to the Town of South Windsor sanitary sewer system and are subject to'-, the approval of the Water. _ .� . : . Pollution Control Authority , i nF �. i/�_,,• ,/.J /.J; �� S >o � , 3.. .. S')Q� Water shall be supplied to this subdivision by MD C. j S Prior to commencement of any site work, a meeting must be -79\�•� ;�y �- `Or� , S7 held with Town Staff . All lots shall use leachinj; catch basins where site conditions are acceptable to Town of SoutTitJindsor, Where applicable use slotted r71\ /$Lyki J I �._ drain pipe. Z Street names and supporting posts shall be installed by the developer ;°=f conformance with the standards of: the Town of South Windsor at no LMIUL J 1,_' DE =ULUI � � \ expense to the tokn. 9 TO 6USr 0:)AJ77>tJ2S j \ \ ? F-wST SFbT pE -J Sri AAA C l / f reap 5Fk':rr C-ZADE OEM= ►'�LGV? S7I?l2nt OP-�q/LARGE : rt drainage easement on Lot ll 91 ��. � ' �� ` � -� �--- N � � ` S "` �P. 54 ! � •, AJ T r-Y SCWEC in favor of Lot �/ � ^ •.\ -- -- ���` �� ., and to the town of South Windsor \� � ,. F_+GAS7' SAA�IAT'ArzY M.1-,! P05 PROP SAA )T.44!y M.H. CA-rc.rr ags>`r off, 3� P. ��G92ED EA1� I � .CC�T�rj' �� ``S \ � ` � - --- ------ - � —1-•1 E�C.1ST. 6�1f}TE�WATER NSq A L o i A E DEEP HcE rE5 5 N/F C�OGEvE /.✓. ,CF�,I/5 Q/' r` Qn �. i r o r OD 0E-6-j H(XE 7ZFZr Y� X 5CTS r I I \ / i~=33�•`i7 U, 1007'r4/NG C /8," h/ATr—L' paUArA►/,c/GAl �^ r\ PHASING- Roads and detention ponds shall be constructed —��` first, followed b individual lots as h 3r35:c r S e(39- 3'-5�"!,I \ „� Y they are sold or as the commission authorizes the developers, f \ x o drainage easement on Lot in favor of Lot !� � > : 3t37. t TOPOGRAPHIC PLAN SOUTH WINDSOR BUSINESS CENTER SOUTH WINDSOR CONNECT ICUT , INDUSTRIAL SUBDIVISION f , ,,q E A - S6,60 S.r- 1 , J 53xz FOR ABBY ROAD ASSOCIATES ys 1. CHRIS-M E LANE SOUTH WINDSOR, CT. PHONE rujL q B NiEy� C ..'S TD "3C ob t�r�r�• e d��';, a: _t- a e erurri R G 0[ R P A L M B U S S O ' - y _ �0000gQ R.�pA�,_ ;��� A �a t LAND SURVEYORS 8� PROFESSIONAL ENGINEERS Sg /� S.z 58 t HI REBY CERTIi1' THAT T1?IS MAP AND SURVEY WERE PREPARED IN BARBER POND ROAD r` !^E WITH THE STANDARDS OF A CLASS c" .EY AS `'� ' r` t�; ;r ;�3 _ _� 15 f' T CODE OF PRACTICE FOR STANDARDS OF : ;Y pF _ o�svas � `�� ,//�' r- �;ry' �' ,;� BLOOMFIELD. CONNECTICUT dJo.-E ' + G�t �r;APS, ADOPTED DECEMBER 10, 1975 AS AMEiillED BY =�F� p5°'', r�� � 242-2775 The (.v,dl�lEC[ICUT ASSOCIATION OF LAND SURVEYOR - Ff "':-�!''�G�je Sr INC, � 6�d 3Bit?7YKL�� ` di / ��t44Agnnrni•p�`�'4� oe9e�N o-8u � BYyy1 SCALE DATE p SHEET CHECKED N0. J — "��rnFnnrraoe�� iC C /3— 7 �' l y �1• �e —� C, ff / \ A: N/F 61;29"L- OF" COvniEcriCUT { drainage easement on Lot #2 '"0 in favor of Lot !13 6 ryj and to the town of South Windsor ~ �\ /�/�G �,�7- 1 a r / O drainage easement on Lot !J 3 In favor of Lot !f and 'to the town of South Windsor /�!/F 9.�./3E,2/E E CG�,Ci�1.givE A. C•4,�uv r .?O ,D,C'A��./,qGE �4SF..//IE,vT s 7S/,v `4vo� o!r rz�E -nA,/N Gl� ! 3 y xpeop { .. -y► _ — Esc rST. 5M?-M 0eAJ A qGE f fip. s�z>ti, peer va�E i J,9 oi Y sF�J A20P, 59MrAr� �\A 0 F�GIST. SAt4jTAeV M.M. . 39 drainage easement on Lot 04 V in favor of Lot !i(� C/a'rr.H 84Sn! I ,a - / � �- III „^f C7 r'3eoP. �.cA2Ep Eu� • 6 � t ►ATEZ NAIA/ l ss' zs' ro i i ! m 2k f F-rco.gL) y cv/,� 5 I _ .-S s f / / 0EE10 �E TESr �S0.cr5 a L J Q) f � c-l1�9,2aETTE 2 MO-r7.C/vG /8 iJHTE�. �Unrrttrr.rG f ; J- .'z� 1 %�� j ,qT 3 / �/ `I C? MOTJU!.�C, C� /8 k197� '� ZON l-J/NG O j4 I - 3,t 4 PHASING- Roads and detention o P'U'P°3v� rrr/> i ` �V l Ponds s1�aI1 be constructed <� first, followed by individual lots as they are sold or as the commission authorizes the developers. � J r` tU ! `l CUB OE-SAC _ _ r .L Z� � I / -COT o6 � �� //�f' /�_/5 -c./ 7,/--'.� f /n ZEv - , K=.�s00 / I i TOPOGRAPHIC PLAN .�� zz.39__ ._ SOUTH WINDSOR B f USINESS CENTER i = T Y1 =� SOUTH WINDSOR) CONNECTICUT INDUSTRIAL -- AL SUBDIVISION /09,70 FOR .. . S , - w ss NSF �,4�,�� �C 5 ,�,�. A B B Y ROAD ASSOCIATES f� ti/F / CoN.�l=cr/Cur 1 CHRIS71NE LANE SOUTH WINDSOR, CT, le . ZD PHONE 6 4-4—9 6 03 s- p9p�,pu4d....s. eepp�+ �,].\j • iy S CERTIFY THAT THIS IWAP AND SURVEY WERE PRFPARED IN A r��p R ee �/� yr� 1"{ �,�i Y E r k = RUSSO ACCORDANCE WITH THE STANDARDS OF A CLASS/-V,,' .'EY ASp�,.t ° +i';;�` k_ r �'''.�-� P R G 8r LAND SURVEYORS & PROFESSIONAL ENGINEERS DEr"' :EQ IN THE CODE OF PRACTICE FOR STANDARDS r, t -'; 3 { ii �� � x ,• '., CY OF t�-- z EA e SUR 'EYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS ;;;,;LIVUED BY 15 BARBER POND ROAD I THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, " � � /No 8Q46` � i � �" 'No. 850$.�'�+ 'o� BLOOMFI j ELD, CONNECTICUT lSTfR / 'c� s F ,_-♦ �' % Hp LI_R pe 242-2775 646e FsitON ut EN ayuao i 6 'r p►f ..... , _ +Q°seoararnaarao Baaaisnp8l�ppp 8Y SCALE DATE SHEET CHECKED NO. s k 1 F i4. ,., �-• C 6C? c' 15VA 3+ TF 58 8U 20 �s',GT F=L= S-�.6.z -4-�•.c..� •. i rq �F SSOI /S'',ecrr� �A55� / v �� Sur.�._C3 ,�•;�-r• � ''.'.��i zeE � E C$ STA/wz S LT 2b•U= 'COT ABC, wyE2e� rgL3 SrHN0trc` 7 Nr /Svw i =Sh•/O 1 r f1 Q ,vt Nt/Lr r� l l s ,Z • - II , r SNRN 6 e cc t eoLc,.,-/,. 2 E C7 �F STD6 � S . 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INESS CENT - - " --- --: :-: .. ---- :77 -'- - - ---- -- .. . :-1- - . NNECTICUT , --- = .-. - -- -- -- --_ -- -- - .- - - - - - - S' 1 -_.- -I .":.' -- Z .J- - - : _ ---_ -- --V . --- ,- - -- - - -J ----- -.= '".: , . - - - - - ,-- - . . . - - - -- --- . - - - - --- - -.-,- -- --- ,- - . - � --- :... . -:--. - .. - .- - - .-- - - " - - - - OAD SOCIATES,* ..-- - =j=EV . - . - - .--:.- . -- . . - 1. CHRIS1NE LANE --- - -- - - .. _ . . . .. :. :- ' *-- .— ,-- ,- -- - =- l=- , =--- - - - .. - - , -,-, - . ... ., -. ,:- . - - - - - - - � o - -- RVEYORS & PROFESSIONAL ENGINEERS - - . - - - 15 BARBER POND ROAD ,. Oo NN. , ECTICUT 242-2775 /I-0 /�fo iw, i� ill, y F SCALE DAT CHECKED NO. 63cST310 /6eD /?, riffrsk",f, ,,,My,,vfi - SHEET7 4 lr,. _ .v. "" P ' 9,, H.-,-. /o_/� 5,L/ ,: �17/L/ /... i e /,; � . 4 M� , fN 1 - . I 11 v ... 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UTH iWINDSOR, CONNECTICUT .. .. - '., - . .. : .� SO .. . .. - -- I BDIVISION . . . . _ - : .. = - - .. ' . . .-- - i- ._ .. - - - ... . .... . . . , . . . . -- ABBY ROAD ASSOCIATES . .- . , . . - -. I CHRISTINE LANE - - SOUTWSOR, CONNECTICUT. - PHONE 644-9F03 .: ..: 1-1- ----- - . -'' * ' , - 4-'.' ' . . . . . . .. i PALMBERG RUSSO . LAND SURVEYORS & PROFESSIONAL ENGINEERS 15 BARBER POND ROAD , I 1 BLOOMFIELD, CONNECTICUT 1 242-2775 .I 'l,I.7- /&rO() /?-"00 Ig.(-,) - — 7,-n - " ., 1y SCALE " DATE SHEET CHECKEDFNO. aI �o# ,;�,"!1A R- ,,-, // ,a?--- 7 e14 k / � av&g 4� 1- 02.-.- %- -- -- L, II _ I -1 4 - -1 *-eo ;a4v-' "-�,,. . § C, - - tl-- r- ".---- Nfj G5 -" - I SZF13.,�;Cvl ,�., ,��--, �IP� p1*0 " -,�'. - -- , 1, - ,,"UM, ,V i57,fi R� .1 IZY , .-----.....-.. - .....— ................— ---...-.......1-1--- r f • n �-..hs:..-.s"Jaa"�'EL�ei.'.d�..L:T::w Y,~,�E..'1C ..: ... ...:. .. ..... ........ .« .,.. ...,. __ .. .. .. '..j rS+,..�.'.w'gsu�,...1.'L^.'t—ri.;<u.,..:d.cSa..S"T+-S:^.dS:.vu:S.wus....w..u.:S.+4"i•L`lS2a...:t.S...�:.G:�':.wrrvn:ri 3u..' rk.iul3.s:.:•..l^�..iL..l..iilwll.:..-.ar:X.:::v...; Y_;_..v.l_...:_'..:,.uS.7:l'Tr.-sfcv:.:.:..a..: 'i;:,•m+. .� n. '4 i-:�l.'i°'. s 3 , , �'G7}t�'�Yt r�•� tJ � 71J 5 >. : _ F \l r ,� • Rio.-�• — - - ,,, :� C �. - �..-— �--� �-�- ' 1� �'S�v..CA7 r FAO• _� � �; .. +"��- � �.� �" � `' 1 - . : ' _ —� -:`•fir � �' ._.._ ��- 44 '• � ' �. r - /, ? -�� � / //" It l�� S r �;..: ' 1 •� ';, � C / � �I t:L�; � ,� — '.�.0'- �Usr :.1.>hL7Z�U�s 'i `.I �--- � � � I �F. � -• r: � � �Ic,C f'J!::r SFbT r +i.• : �,� ') r� � 1 � � �.V/ � � ; ,t,P\v (ems.i G[=A C.�, : tpv i ! � 1f !.i .�` '` - .•4 U` i Q E i r•'.• ISO r I � - �,\ "�s - °�\ `� �-�'--'~ � r-�},r~ t ! lei; � . � ``---..•- � '\ \\ G�s�_:. ,�F i.,�;�-� `-'1� ^ '-9f`--=`" � �/ `'�t w\fi � "t'f�: G�TCtI i,-qxt�! f 17 —W ti�..k'JS/. L,(,4�ti f - ..�'� ��' ',� '°�'`,�<� _ 1 'i�� �. �\� v �r� Y� �'',\ ��. �'`�•-•x+�l" i iT�rG'. /Ui�l."�! � - - I , .1 , .. �. .. } ,• �. ,1 1t iJ 1 i I `41\`, �1,'' / 1,° "� \ \ ,i\••�l l� .�F /F� (� `a i,,_I � --� 'f (r � � 5 r yr'!:'€•f� EROSION 8� SEDIMENT CONTROL PLAN .. N KEY �>EE L PV ,PERMANENT VEGETATION COVER �~ - � '' r' 'f• � / --��� t-� I'• ,. - � �'- '� � � TV TEMPORARY 'DB ' I � r 'r� I ��- /' . VEGETATION COVER 1 � f •� G'G I G l • j �' � \ � __._ ;\ _ .. I -•..- ,.�"1�►:�`b�,......... RR � RIPRAP ■ d • ;,. , ;�,,;, ` � •\ \ . F f ��,. \,;,- � \ DB . :.DETENTION BASIN -' •. ,�7 I `!`�r- . _- _ __ _.. _,:__ ` : __ ' .. .__.., --], ,,�� �: ". ,;'� - \ CE CONSTRUCTION ENTRANCE. '' "�l ---- - --_ --.�" -' ST SEDIMENTBARRIERS �,• � `! j � _`' _...-_ ,.� _ �► -� � OP 'OUTLET PROTECTION .w.�_ M4y�+9Zl~S O�CONTROL P AN 1 C_�tf t l i ' th fi Cf�ll! !S Fb2 50/C r—_eo510N a 4,Et�IM . � � 'r 'r r fu ' / •�3i:_Er4 .55F�;?y _,�. ``.C"- ., ��l-r �S� � f�''1Q14C.T/C� - M EASU.ICF.S CaN.C. I Ii ,>,, ; ,3,�' ' •i- ' \ ! t f "J.r III 1 :u 'i r t to •: 1 ! fS a : - • + ✓ � � Lr • --�..----_ � � SOIL ,EROSION • & SEDIMENT,. . CONTROL,,;- AlitPLAN !'/ H•WSINEA CFri��� E � •„� 5 }�i� SOUTH 'lNQS()�, C��roll~3�:OTl�U�' INDUSTRIAL-D U STR�AL . +.. •Hs�r`a.s®w�mwwmavx K r4e�uB D�vts�o � yn t.R. FOR { , t, ,'� � �>��s�-�r , ,.•, � ,,.I ' � - � � � ABBY ROAD AiSSOCI ATE. K }� 1. CHRiST1NE LANE ' rt � ,' l , ! .� � _-;-— �...�-•---c p _.� ._.�.---�"--�" � • S 4U�t7-i: �WlNDSOR, CT. ' F ..::...PHONE 64�--9603 _. -� — ' �� � __.__�_ �.� . ... _. _ ., .... ..,-. .. •. .. 9a�OptrJ^� -�). ._ \ /I • ° - �� �++ � 1< �.,r.0.1 ��i �_ t} B�j; ;<�• S +;P MBE �• - r' ,a ve= .. - _^..� � ,�P'�,aQs-����: l LAND3i11�1�EYORS iti3lt(?L P'�Qt=C�`fU G � M. •C("jr'''1'� '. �� � �" ._ ._ .... � .*f-�_ ._j '� _ _-.._—._—.__. .__-. - _.-.«___.._._.._..mot 'f'I? "f - \ -- 1�_ EH POND READ law _ _;,^ - - ` y _ �� "� l'� BL(!Lti��flf•1_D, (:Of'd;JE•C•tl�.11i � {T: 7 r, _ o•^ -__�....�'i9•�o�a� �_sY_ .SfAl.f — -•• �i.! !C _...._.... ..---- cilr! r -._....... ---;-;! F C�( _ _.:,.._ ._.....,._ ., . .- ,..: .. -. esr��:saa;•� i :°�.�ra�a^cxv5aas.�,rsra-eevcr,:��rk�,:�.Yw—M:�.�t.�a�.z��:rna,r:.:m�s�.dxsa::..e+s.�..-znmssa_*an �r.-. ,,«, ,-. -.-. •' - .:;, k;d.,k'«..,w'..+v�....at.so-...,wz%�ls.n...:-.:�;.t.•.:n,:sw'c�[':rto:z:�.[s:�•:e::zcs'xxu .�•ay.-.,•. •f,. .. - ., ,..�_ ..�.,-. .,._ _ ,4IiBXA00PEUp ...i .. - .. t� E:f Azcw�i, sr.k:...,..',Ts.AlSlt�&..vc&�S%l7k�Ue,d:?2:1Ys+w'.'.L'L^.S::ttr3:uF..L�•Sex:lxh:W:«::hTd!!.a..:is36:Rir..;�_. ...::s;.t_Z�E6'm!::srEfF.L'.�:I?iT...•.,"•..•••�•.. 9 4 - .d 7.n:._r.t Ylaifa..:>4-t4R1a,.::.i.-:v,:,:�.......:.-v'.0 •z�:..:za.i.....:.L..a.-..':.w:rw».ssu:l.L.4,F'e:.d�.._...��u4:R:"rixY4.,e.iu,lSa3^ £a'^P. u' • y : / � yF� ltj} ti 1 i ....is :.,r....:r..x..':,•u.:.:e^.:.,.:. .r..::c•..:�..._�...a:...:r.::•..: ,..<.:.:s....w;:' .,;-.. .._�:. ',:.;-'�. ... - 1...:.- .._.:a.'_,,.-.... r.u, v 'r. � 1 i �Ji�.l� ar .mot . :t_'.:;.<t. :,....t. -.:.: .• � h .. i:'.... :...'.t:'t"t$'.::.�::itt..Y_I F.,J,.:..D<..--rf .?n.:.:..4„s:t l.rt .r t...�:':J:'r•..�:•.e': .� .. ..Y.t':f5:^.^-, : FrJY i. h :.ir P yt 1 ff ai.get 4'a,• ti' 4 eg NO qavi Im, {fig fPf : Y - i u Arlo DB 191, AWAY r , • -'�` �� -`\.,�'"_ -•`�^ Gam. .�` `�` _ ' -p��UJ'Ve � Pv 1 . f C.E G E1J D PROP. S smizm OPAiN a , �. � � �i... ? 7-� f:_ � I � / � l .�• � � �1,�jT. -•rlAf�LfT�ifZ�/ 5E_J'+lE1Z � .}.,, � l�atht`yk- .. ,• — �\� �.�. r , i � / � / fi ?�p 59�v/rAQ O FjCfST. SA/l1rTARY M. - r` 13 - <ti �.• / 1 rr PROPC.7/-f�I TV f�/� }-� .SM .I4- •. , __ ... \ /�, � ���,��� � V J� I r; �^� ►�2DP. C/•�TC r•r WA L.t MQIA1 t ' R WW'rIE2, Mv/N .�. ,. ,1 .cr��� I � 1 - 'rtt - - ... `••; �,y ® �i ® /•.�i J / tl.' r. ,,,�,✓4L/��i ���,/P r V \I�1 1� ,x Y ` l ® / / / EROSION S SEDIENT PLAN M CONTROL / KEY Trs�fP. , Pp z� P1/ PERMANENT VEGETATfON COVER P tts` Y ,r�3ar TV TEMPORARY VE�ET r n, r t, ATION COVERT RR RIPRAP T DB DETENTION.'BASIN . . �. . � - \ CE ON- ENTRANCE I ST SEDIMENT BARR P Y • / r OP IERS 1 ^ y a � - �. - OUTLET PROTECTION € , _.� II ! ��+•y�•� �}fir �1 ..e', r Tt ,V • l `•�' r �..__.... - I -• '_ �� ( , � ', 1• �Pf ! \. / -7 � ` ' ` l t / �•1 :. }vk+}�sty�k SOIL EROSION & SEpIMENT C4NTR ( OL P - . i �, •«,� ; � �1 �/ SOUTH � WINDSOR BUSINESS :CENTER Y .SOUTH WINDSO_R, CONNECTICUT + 5 ND U S TR 1 SUPOly_ FOR W ABgY ROAD, AssoclAT�s — — — 1, CHRISTINE LANE 4 1� r { j \ SOUTH •WINDSOR PHONE 6 BAnapppapaae:•,� - aisti fly fia�' y_ � _ Y , .. sc.r ��pF GON•Yo- PALMBERG BUSS < � LAND SURVEYORS 8 PROFESSIONAL ENGINEEkS r^ 15 BARBER POND ROAD f` �t.. ry BLOOMFIELD, CONNECTICUT o i`f��$..sr`i+�'♦♦♦♦ 242-2775 BY SCAIE ope��epa DATE ,SHEET CHECKED I N0. r 4 t�rls �-fi 1, . .- -,- :u.uES�:i:"ff7.GfIFr++..:TLf8S4� - f :. I.,...,.I.I.II..�.l....I.I....'...I...,.!-.-...�.Iw.....I..I.:I..,....I..4 I.�I..I��I.......I.....,I I..0III........,.....I.\L.I....-.�._..........I.I II"0�/.17..I.'�.....I........�I..._�_.-.I-�.I.�r...I_.II._.FO_A_.__I I-_.A I-.-�...-1,I,I.C I 2-41.1/.fcc.-1_I1)//I,E._T__.II.,O/Ii�(I 1'-_/-\�.,11')f".G,1 I,"--,-C;+..I*)I1,.5.11E/.-�'-,....(I/-A1 I,,-I_-�'/1 I-9,.-.1 I-I-I�I:q.I I.I,--I-.�.�.I,r.---%--.11-�_-..1L.ff/11,.,-- ..�I._',,I-.t"_...1..-:�:/lI.I.;//�.I I'..�/1-�.Cl/-�...�II I.I;I,,.-r_I-.�),.,�1eI-'_A.4I.-I-./I.._1.,1"__1I .I1.I/1-I-1I�,,"?/,�--31.I/.";:�."-;�/.�".l '. /1�X._��_/_�._-�.1.-,.,___,,..1,1�L�.,---../"�)1�1.-.."�.�/Z_._-. \..4/I'.1._..1_-�17I_�--..."11I:1 1.;_\1_,\-�\,\ .. . NOTES �:�� f. r, I. �� :;I I . P , ' s tG be See uti aII Iot CarneI wa; y 0tg1 J ,(,. .,"t ifonuments to be set at all - . of the points of curvature and tangency ! proposed streets . . . 3.F . {' a Site is not located in 100 panel No, 09003G 0009I3 Year flood hazard zone t�¢ry KEC.11 T rtI ;, r•' t�Ti,i v. y Portion p 1M; of arcel ,� ocated in inland wetlands taken froth ,w..'.€,+ , ' 1 , South Windsor '? Inl-arid We ,\ � j, ! elands & Watercourse M r.' tiro- \\ s a P s � < c:' Elevations S ` t,, s N Coordittates . based o .,..:`� t,y 7/i um, r , , �j jd=/J,i--fit %� n ,C- G . S Dat Et`Si c;3 ,/ .(� K= ZS,ov' Electrical ser > i 5tl4il'., rF.=s�,.14 � .. !,� - 1 ! v.iue to be provided b tonne ;, _ ...,. . _ and Po er o put Li , Xc =53.-g-4 --- - Y All s ry c w C m Y cticut __ . " aces w 11 be ands � N S� ,c .z t e o u g h k + g nd . rr r Si..g q __ ` `: /' / / sl ,� E�:i s t i n i r r 9 1 kt( .s-i.� -.%�• � �� \ ,- / 'E'J��I y gpund erground utility locations shown were rovided � c t` ;; -f b the o l ratinf, companies , P may not be cont �let e . Locations are a \ `''-? ~ 1 Contractor must caI PProximate and . �-N4 2ze� , . c.,�a�ir.J` l y \ 1 -800-922-4455 for utility mark out , l before digging ,Ii � 3 ij jI Contractor to verily depth and. location of utilities . 14 / i f.'" `� In the event of . ' �� �- Potential conflicts notif g r . 1 d-=9 37I.55' 7P �= ` ��`\. WPCA approval will be ;Z=/3.G_ 15' �- ..`��� ``r- / ` 1 system and should be obtawired far the sanitary sewerage = 4' _ - rr :_U . �. - - ; — zned rior .;'"L.�...,-/II Z,,./Nj.,�/-_'/-�I.�%/I_.,_.,_;_..1I_�.,',n.I�y,(t.,_-'t.�_,.,Io.Ii,,'.,/_--_�--_/(,-,I,I/I".---I I,./,,..1—).,,._.�II I.I-�I/-_,-_,-.-.—_.--I_-I�/...:-\,"._I-I_.....I....,---!.I!-....._.%.1 i.:.;..I!f.I...-_--\..,.-j I/.,I"II.9_�:;_!-r.I;-�-.._..II-.,.:-.I:,o.-,I._tN�f./.-;, 0**__IZ/1-.1...-I/_�1.t i.1A��Ij1.-'1....-!N),/;.)\I\I p"�I�I':J I:.... -/..�I-I..-1-\.;.�..—,-.;1I-�I-I--.\.`,-.I-".-i...��. �!!o.-gyp' -- , , pro\ \; `\ meeting. Note : P to the pre-conskruck ion - -f .. �i `�� _ \ ` - •� A�!. �� / a r MDC is also re tli _ ,.I _- ______ _. - U ;;� Review and PP oval from re _ ��T ^�, .; �` 3 f� ��\ �, Ail lots must be connected to the of S d ` It'j '' . ` _ sanitar Town oath Winds 'a s t. a nt / t ` \.;, / tv , :S' }�j h/!F 4' v i,F c y sewer s y o r and are subject to. the approval of '( :'/ -1 J 1 \ �' /, . ' \ ', the Water Pollution Control Authority , ' / �� -� -C,� _�� ��.;r �� _ �) -_`�_ `' '�� !dater shall be supplied t h Su 7 - `��.�_ / • F- o t is bdivi Y C. . � s«cT •~' _, _ ` . _ ��� sion b MD �t v \•.�. �� 4 ; �`1�,, '%, �, � y.ro. "`' - ,' i. �. � 'c,�� 1 Prior to commencement of �... `f �S '" "� � , '` held with Town Staff • any site work, a meeting must be An. -' /-- 5- x r- - _ ` �lll to ' °`�" ��? I is si�a11 use 1.e ac(t ink c �rtclt basins trhere site conciit ions are . .0 _%�f.tir '� ':.,`` -/Vl`lz..`ll . J _ acc:e ptable t , f Sc)u, t 1.l.ncIsor. tdltere . .. ,;\ / r drain pipe• c 1'oc�'n ., + applicable use slotted Ft` ## Vi'aa, \ - 1 (f+ i _ '\ - -'�'' .. / - e'2 t. ^u:n C fi + r, ( o Yi t`' 4 SIt` xnStal.I „r:;1 r? i ;- I� I attu o e 1 �- - J • \ � �` '+� o / r` - / e pet.sL t c cJtr r cls i,! ['awn o!' 4 P ,::. ... .I., . (II9I : p - -. �r /, �� -:� - ( _e:. or, r:nce t:ittit cl€e €t.€€t tzl c(te odt b`' the Bevel dr ' t `_ r z c� ! to to t,. h toittdso o t ''.,,, (�` .,., r, / . , 3� l € '\ 2 ,�,\ Y/ / 5US7" eDn�7z�,J,eS } / j 4 S /�J'' y c F_. 1 1-`?i.' t _ ' _._ Z �lct 5 t'I tx,k 1 \ �; ST SA0T- PA !t K ! `IJ / \ / S0 �` — ____ - - - - - - r :9 1ST- STt�IZM OC�AI N j l 'QGE , , ' draina e ' 3� ��$ easement on Lot ,:I '1 _�___ \ �: ---_ , ' /"4GE , in favor of Lot 11 ,- • I.," 'i rl _- _ ,1`r :( "� i�i,y- SArl,rz � 3 ! SEE JEK and to �+ �e ' ,I -__ -- -= = S the toam of Soutlt ldi.ndsorct\ �`--"` "--- f` 'Up Sq;v,rA s r l l I - o 1' / `5 1 ` �'r `, - `, , fi SAArTrr<t�v M.N, + r r \ lit 'i � /// is \ - e 17 p �... �tI '� sr .<i"7- 'y r;, V .1 , 'QDF? C/4TC►, Bq:yn1 `!i: J �\ �1 S�G� ( 0 ��U L1 yr- yF( +I / , �— .- ,mzg-t /47 <3. �\U W___, .. \ !. / P t'�+.0 �hl� tA. .; (�; /I ,^� ; �°i I ,� �- Sff 13 or- ��- ,� _W texts, ; , . _ t '! r , 1.147 E1: N1Ar1.1 t #/C -_ "%i:�!/.-� .i ._.iflJ 1 I ' v 1 - / - /"c.LJF7, �}`t )L'C jV{L# i. € 5�J I /,'' .mil es �, ', t- -.[_'• - /� ,;., `` _ ®.,1 lti,l , ' li It I irP ��-of t. `,, � t. ! .. ' + 1! _ (lr;r I_' //� rEcJ ) r i 1 i j', / -, ti \ 2 r� }- C -► 11 x. . _ . tU I 1 C L —/ I� / ,'/1 i i,.C./,l,j_.- ` 1 /'✓.4}T %` j.� 1 '•r�� t, I \O %l r <%1 _ -0% •L' i it .-\I Ii�_I---.�___II.i.1'.'P_\\_Z1.kZ.l.\_-1..`-,1 1 L 1.!1.._-.1..�,.�-."'_�1/II'.._�.>/I I-...-.1�-I",0...t;�%�",I,-(,"�P�I.�1 A.....�.V.,�.j I\__-i�f"I�j:.I.6..,,�.__.....-.*.�I,.i1..I 1' ,I,-."/�,�:% !',,.....1.:-I-�1%_.,�;.,.1,;,�1,.I;-.A:..1"-.x-.�.,...,-:.\.1'1 A I1.A�+..I.-...I I.."..1.-j,,-.0�1�.,-,."!--.-.�\�".I.I-i......'..�.,-0 F,�/.1\ / ;� \ 1 i K11N1l1tiC OM �i p-� . . ') 11 / '\ + I, _ /7 - II.1�.I,''�;\�-1..-'.'.....,.2.....-�."_,'-�;�l'1 lI...1,,W.-1_�:4,I�1�._.-\.1.-_I,.l�_,1_*_"�3 L t I,�-_.\k._t�-'_,I..I., I ti �� R,! r3 A 1 i 5 =` z"'W ___. ` FHASiNG- Roads anti detention ponds shall be constructed ,,, x, -- ' , first, followed by individual lots as they are' sold. or RJ r �' as the commission authorizes the developers. _ ! \ + ... . ! t •� ;. 1, ' 1 - '`' rl \j 1 € , r t i r? yi t 4 1 , V i{• ,t�44: drainage. easement on Lot ,r _.---___.._ _� u ti,. in favor of rf Lot 11 7 J�' / , + 1 1} r.r:,t I / , r Y ` y, l',` / I ��-- t .,; ` ff 1 I r A _ .y �+ € ,'. /l . J ! ' lIr - - - _.. __ ____--� \ / i :,.�� - i/.ft ( 714,J . .--.. . I t C l? .,J hf. _ ' �.-' C LS= t -:t_' Iu E 2C d /U-/3 `!L. TIJYVN =! -2- / I j� /.tJ,� . /)rr' .aG' {;nun..T-r"c( T\ T > / ! . ' . .\7-��,I,�.�,-1.1-!.,.-.�-I-.,_"_?'*��-*;i-�I-,....i,_�,.1_)'.1,1-,/�.,\z'Q-_....—.1--I__,�1._..7-L:.--'.I.�1;I,\6_.1 T_,l_\1.l5_,\!1�-.\.\,I-L--f-e�%:('qt-",�I.-_..�__,I_,1I,.-,�I5t-(\,_-..-;I7�_"_I,'_I,_.._.-,-C-_, .•F— j :I 1 + A LANDSCAPE PLAN ' ,' ;' 1 ► '�:, - 'r V�fNDSOR BUSINESS CENTER �. , ��.�� t SOUTH I ''/ I SOUTH INDSOR CONNECTICUT ' ,I? `, \ / !r _ ,(� ,� ;-- -Y: N D U STR I AL ',SUBDiV1S ON ' . . l :, s 'f . / � - 1 G- .. i Y t T `,� 1 .� i �c� \ c� FOR - ,' 1 11 1/ �.. \ / ' ! ' ,I € '; f/ 1 1 L! L_J I y i :,iS';S P r ' ROAD ASSOCIATES 7' ;'� �a �` I 1J ��� f 1 `� ��P - . . x 1 - 1 - 1. CHRIS �`A ` - ' 1 ` r €'4 J 1 I - .; TINE c_ �,1t y ;, " � - `� ......� LANE i 1 TH IND \ `] ^r+ ... _- _,._ _ - - SDU W , �. SO•R, C T _ � ;.. ,r _ I J - __ - - PHON — j ICI ,__; _ - /� + �.. - f 1, .-_.-_ - . .__ --__ r � s=, ��1' ; $� =':' /.!%f= c'/C'rJ• is<. r S LIdD SUR1/EYORS PROFESSIONAL ENGINEERS x. ' 11 15 BARBER POND ROAD * h`I , BLOOMFIELD, CONNECTICUT - '° 242-2775 t '°; ._ _ B ri SCALE i)ATE SHEET CHECKED NO. 4x - _ r :7 - ___ - _. ne -_ �i -�y f` iiiiiiiiiiiiii II ' - - — _.it i,, t4K .i -.: ... a '.1 if .-_.-__._ -_.._- .-__- -....._.-_. ... .._-._.. __.. _._..__--_..-.--_.__.-._ .+r._v...-.-....•.+.•.r a.w.•..w1,...--.. •.•.. -.. ............r�•.r..•..n..._r...n.......n-r..u.•rn......,...._. ..r.u._..ru._v...r..r••.•,emr........--s, ♦mn•_-«...r..nrw•srr•vw.a_•._Mw.rms�.+r>�..enot wnn.•..-✓. ,-tr-.x4wwa n.._.n.-..-wr•..•.,..r..-.•....1 _ ' 1 41 Z Gj a ralI-!�:�c tabs;ie:i:; .•P. �ri�t in [zvur a: Lc 7. and to the to-wn o :ti. In s o r �.�•.�.. -fir �_` - �! [ �i I ., ! 1_. is -__-��._ `, -- "-.-� � `\'-• -``` � _`` �`---_ �` � `` � � �t 1 zz- .� - - r ? 651 drainage easement un !,cC �k! in favor of Lot and to the town of Sout11 Windsor -� j•• - , �. _ `•-- ~�- {�� `ram - r �J \ � � � ' .1/�I lJ:._y, �-'-I!�•r. f�1:.r=;A�l% ��F-'-1 J^IT_�' ��\ ~� �,O ��f ic,:J%, + r Z j5usr- SFbr COAL / �. _� -. T `!. - e •.+ {{ S I C f� -- — - — - E4rs7` L }yr2wi !n/qG -•� r 7 pevP. 54AJJrAr-Y 5E�Er- Q EyGrS7- 6Atilrnar_"v M.H. PROP 6AA117-AZ V M r t-t 1 Sm drainage easement on rot r?� AYin favor of LoC ii: 7��P. Cf�-r'Crr �ASri 17 r P. Fa9e-FED END - _::..� 1 .1 \\,•� � � J � V `� .�•] —r••.r E�usT. ,-.Gq�e MA,N W ?EDR WATE2 Malti1 / I Lee? t-Cv-.E TENS rJ 1: s� a or-f r , - i ,j %�-+-_.-_.�.1•.' �/ " I -� I �'r a ,1 .i,/•' / )' .i-fi .., - ^!= ..- .j .mil�j , _ — 1 •?f { TIP 01 z ti'I �'7•(, J... '-- i' i a, n/•"!T7�L. L._?h.,1�1 r/'.!C� 4 ' \ y� -�' f 4 / PHASING- Roads and detention ponds shall be Constructed l 0 %' �'- �• y ` _j " r 3 first , followed by individual lots as Chey are sold or + + as the commission aut!iori.zes the developers. 61 L3oT/y� N �� � C.or 1 I c� E_ 7�i � C s + UG/� l �/�E�L --- -- - - -• . yZ-3 GAL -- L3 C _ _ � + � fl '1 � .rs�.. ...•w�� ' �- - � � � f ?� 1� 1�� ----- .._ -_...._ _ .. _ .. E � 5"'� 1 r3 ors r�,i ul;t�TQ I •.� I � ! ,, �� Sly, C C�-y�i� U/`'1 S R E I O ., _.. I _z R U / Si �FE iar� }fit- T zE N_� E 5 Eta 1 1 jj N �IV I 1�. c� 3 -TU L S C 1-I S S T R !vim 3 C� 7 S I o � u \n/ -� P I �-�`1 ' � U �a!_1/ LoN Lru� TRk e Z W ... ---- - A :•`, / 17 , of eu In / -7 I b • `�,�" �'+ 4 \ _/-' 1� / _,r,--� ,T ,1� •r _ i'' ' _ o f �r I I� 1 -� � �, j !/ r LANDS-CASE PLAN T SOUTH WINDSOR BUSINESS CENTER + _ J SOUTH WINDSOR7 CONNECTICUT INDUSTRIAL SUBDIVISION }11 t FOR 7 ' y� j � - c � -. .. -• I r�.; / it � � _ � � _ ._ � E S .y ABBY ROAD ASSOCIAT 1, CHRiST1NE LANE - -� -{- SOUTH ,WINDSOR, CT. r P LMBERG BUSS® LAND SURVEYORS 9 PROFESSIONAL ENGIP#Ef:RS 15 BARBER POND ROAD 140 BEOOPtEFIELD, CONNECTECtJT 242-2775 BY SCIsLE DATE - SHEET CHE CI+:ED fi 0. (T I y -... - •• - .. - + - .�- - ... • -.... •"n.Y. :.- o:•i�-. :..:J1 �ti_-' .^_ • :T.a r3i'GOa3f.CGS:����:Z<LEWx�&au34u.r�P-��*-*��•z'n*•�-i-:'a.:a.+iwa^JS3SS�w-'�i.:.ATLSLB.'T+ �LrT'^« "EYS:iwS:L::cA.IIUSiG.tiT2.K:=ten- .._. R>vr+..x_ ---•.-rl v5`.3�3Z4511w�R23.uoci3rF3LiJ:S:Fii:iiai6'ltlu u.RUS�a.!"tRi'`:.�AAti",•:.k+fl34S�S:L.iE'Sw'•-•T..RGu:r^.L•3f...i_-'G.�'4 1_ -A.ms65t.r-T..��6a:W�.Ft..SGi.^u.P..-SaCwM'L•gi�...'�F.Tr'^..5....- �.iw 3A!'«4'7n•C2 r-M1>: HiL'Jitg.A• wFtR_.. .-..c.�gyy, .�-:ra-c.•.,^. ---T.,dl,�„=..•�s.IL'•JSaSL'R�+ »?•'�.S" t:S4'at`�:WfJ::.iS�.T`�:i�'.S'Ct�L13 "�� ia++'Y.iL761 tCAF» . --- Y� ` NARRATIVE * Permanent seefling shall be accomplished with or-: Df the following secdir& mi_xcures: - VEGETATIVE MEASURES P£RHAxEKT YEGETAl YE COVER {PY) SOIL EROSION 81 SEDIMENT CONTROL NOTES The proposed industrial subdivision property of Abby Road Associates is located on the i ease side of Route 30. The site is bounded to the south by Bidwell Acres, to the east IKSTALO.ATIOri RE IREhsEx7S _ by Charette, and to the north by State of Connecticut. The site is located in the TF?SPORAJIT VEGETATIVE COVER (TY) Site Prtparttion_ ,11 Soil erosion and sediment control work shall be done in stricL Industrial zone of South Windsor, and the parcel is 15. 6 acres in size. The proposed Grad. as netdee and fee=sole to permit the use or convent anal aeeordahaet wit. the Connecti_'+t Cuidelinea for Erasion tad 5edimen[ subdivision will contain 9 lots with access being proposed off Route 30 which will KIND OF AREA equipment for sttdbea re ration. seeding. mulch application r, i_ end at two Cul-de—sac roadways. tltstAL 710N RE laoe3rrs '�" s� p pa g• pp Gontrol including the latest beta from the U.S. De, artltenC of algr_ and anchoring, and paintenancE. All ggrading should be done Sn BORROW AREAS , ROADSIDES, DIKES, LEVEES, site ►reparation accordance with the measure for Land Gndtng culture and the Soil Conservation Service. The minimum size lot of the subdivision is over 47,021 square feet and the largest POND BANKS AND OTHER SLOPES AND BANKS Grade as needed and feasible to permit the Tile of Seedbed Preparation lot is approximately 115,132 square feet. Each lo.t was designed in accordance to the equipmeAt for seedbed preparation, seeding, mrlrJa Any 'additional erosion/sedimantac ion control deemed necessary by Town o€ South Windsor zoning regulations for the industrial zone. The subdivision was application, and mulch anchoring. All gradtny should be (1) Apply limestone and fertilizer according to soil tests such g g done in accordance with the measure for Lard Greding as those offered by the University of Connecticut soil town sta..ff during construction , shall be installed 'by the developer. designed to minimize any potential soil erosion and sediment control problems. Testing Laboratory. Soil sample .alters are available from I= addition, the developer shall be responsible for the repair/ Lbs./1 ,000 the local Cooperative Extension Service Offtct, if soil Seed Mixture Lbs/Acre SQ. Ft. Install needed erosion control measures such is testing is not feasible on sam11 or variable sites, or rap c/mxintenanca of all erosion control aaasures until all Each lot of thi subdivision is to be serviced by Public Water and Public Sewer. The where timing Is critical, fertfttitr may be applied at the diversions, grade stabilization structures, sedimentpound% distutbed areas are stabilized to the sacisfaetion of town staff . pcoposed stormwater drainage system for the proposed industrial subdivision utilizes basins and grassed waterways. fait of 3g 0-10-1 per aCri;al 1L. pounds lti i,s30 square r feet using l0-10-10 oar equivalent. In addition, 3OO pounds - a series of catch basins to collect stOrmwater runoff from their respective drainage seedbed ►reparation of Its-o-o per aci-c or cgvlva IcnL of slow release n+trnytn Ray bale erosion checks .shall be placed as indicated lately areas. say be used for topdrtssing, Apply ground limestone Kentucky Bluegrass 20 4S Creeping red fescue 20 45 Apply limestone and fertilizer according to soil test (eeq ivalent to So ptrcent c.lctu, plus magnesium Oxide) as after a cut slope has been created . Sediment deposits should be Perennial a rams reco®aen n dations such As offend by the University of ptriodically removed frog the upatresm sides of haybalc chick dams . The site development of this subdivision is to occur in one phase and will begin upon g . Total 5 - i".10.07U Connecticut soil TestingLaboratory. Soil sample tilers are Soil Texture Toni/Az. Lbs/1000 Sq- (t, material from the local Cooperative Extension service office. This aterial is to ba spread and anabilizad in areas not subject approval or shortly thereafter (summer 19$7) and the projected date of completion in If soil testing Is not feasible on sell or variable sites, or Clay, clay loam and high 4 lea to erosion, or to be used as fill in areas which etre not subject the Fall of 1987. when tiering is critical, fertilizer ray be applied at the rate organic soil of 300 pounds per acre or 7.5 pounds per 1,000 square feet of Sandy loam, loan, silt loam 3 135 to arosion, .Or• to be aced in areas which art not to be paved or 10-10-10 or equivalent. Apply limestone (egvivtltetws to Loamy sand, sand 2 built or stra Prior to any construction activity on the site, construction pad is to be installed LAWNS AND HIGH MAINTENANCE AREAS So percent calcium plus magnesium oxide) as follo : a pw bales are Ca be replaced as necessary to pTprovideproperer filCtring :coon. Erosion chicks are to regain is at the entrance of Corporate Place as designated on the plans. Following the install- soil Ttxtun Tons/Ac. Lbs loco 19. ft. ation of the construction entrance pad, the soil erosion and sediment .control practices Clay, clay loam and high 3 135 pla.ea� and be maintained to insure efficient siltation control until and measures designated on the approved erosion and sediment control plan are to be organic soil slier to county soil survey report for soil tenures at the all areas abovt the erosion checks arc stabilized and Vesecation h&S Sandy loam, iaa,t, silt loam 2 go installed. Construction activity shall not commence on the site until the haybales (or S• '* Loamy sand, sand 1 45 bit>a established . silt fence) have been installed at the base of the proposed cut and fill slopes. Hay- (2) Work lime and fertilizer into the soil as nearly as Seed Mixture Lbs/Acre So.. Ft, practical to a depth of 4 inches with a disc, spring tooth bales and all erasion control practices are to be installed, applied and maintains Refer to county soil survey report for soil textures At the site, harrow or other suitable equip:ent. The final harrwing or dieting operation shoed be on the general contour. Inau areas , removal of Crass, bushes and other vegetation as well as throughout the project in accordance to the--Connecticut Erosion and Sediment Cont-rol r lBiaere the sail has been compact" by construction opera- Continue tillage until a reasonably uniform, fine seedbed disturbance of the foil if CO be kept CO an absolute Lai lislttn while Guidelines and the guidelines of the approved erosion and sediment control plans by Kentucky Bluegrass 20 .45 toons, loosen soil to a depth of 2 inches before applying is prepared. All but clay or silty soils and coarse sand: Palmberg & RUSSO. Creeping red fescue 20 ads fertilizer ltaM and seed. � should be rolled to firm the seedbed wherever feasible. al.lOvin$ proper development Of [ht site . Perennial red fescue - 0 • ZO Apply seed lime and seed. hand, cyclone seeder, drill, (3) Remove from the surface all stones two inches or larger in The first major land disturbance in the construction of the subdivision involves the TOtd i �15 . 10 wltipseed spa seeder or d, cycloner (:terry Including any dimension. Revoyt all other debris, such as wire, jyrsriE4 Construction, expose as stall an area of soil as possible for stripping of the topsoil required to construct the roads. Prior to stripping the top- seed and fertilizer)• Itydroseedinngqs, which Include mulch, cable, tree roots, pieces of Concrete, clods, lumps or as short a tint as possible . may be left on soli surface. Seeding reefs rust be other unsuSuble awterfal. soil, haybales shall be staked in the area of immediate construction as designated fncrbe le 10 percent when e. Seedinng. (4) inspect stcdbcd'just before seeding. if traffic has left on the plans. All erosion and sediment control practices are to be repaired, replaced, the soil compacted, the area rustm be rttilled and fired as The contractor shall notify the town engineer at the beginning and and maintained throughout the project by the developer in accordance to the Connecti- Mulching above. sad of each stop of the construction proaedure a.nd shall not proceed cut Guidelines for Soil Erosion and Sediment Control until all distrubed areas have Ste guidelines in the Temporary Mulching measure Stedinq Oates _ with the next step until the town engineer has inspected the work. become permanently stabilized. The topsoil is to be stockpiled in the area designate w Spring seedings usually give the best results. Spring stedings on the plans. The stockpile shall have side slopes not exceeding 2:1 , with the per- wall steel mixes with legumes is recomended, however late imeter staked with haybales to form a sediment barrier. Temporary seeding of topsoil summer settlings prior to September 1 can be made. lien crwn �O oil c0 be stripped and stockpiled in reqamouiring necessary Co Coln- ' vetch Is seeded in tact suta:er at lease 35 percent of the seed pinta fini;ued grading of all exposed areas requiring topsoil. The stockpiles shall be completed within 15 days of its formation as outlined in the Russo. If the Temporary Seeding Rates and Dntes NONSTRUCIURAL MEASURES should be hart seed (unscarified). The rrcoartended seeding stockpiled t,)psoil is to be located as indicated on the plans anddates guidelines far temporary vegetative cover of the plans by Palmberg and. formation of the topsoil stockpile does not occur during the seeding dates (i.e. win- TEhlPORART NJLCHING (MU) l; ri on warily seeded and nged with haybales Co prevent erosi if is _ April1throughJune1 to to remain care than days , ter months - September 15 through April 1) , the topsoil stockpile shall be temporarily OPTINOM SEEDING OPTIMUM SEED August 15 through September 1 mulched as outlined on the plans by Palmberg and Russo until a temporary vegetative IMSTALLATION REQUIREh4EKTS WIthh the exception of croim vetch, the final seeding date may be �sre is to be no stockpiling of soil within a ten foot licit of cover can be established. Topsoil shall not be placed while in a frozen or muddy con- 1 m3 DEPTH extended 15 days In the coastal towns of Kew London, Middlesex, dition or when the subgrade is excessively wet. SEEDING RATES (pounds) DATE New Maven and Fairfield counties. •aldj'oining properties. Areas which have been tempo warily oar permanently seeded shall Seedin When the topsoil has been stripped, rough grading required for the construction of SPECIES Per Acre er , Sq. t. Oni:1res } >x mulched Immediately follo,riy seeding. rtilci, Anchors Brill �� Any and all fill material is to be free of brush, rubbish, timber , be used on slopes greater than 3 percent aXonctnEra�edflw (1) select a mixture tram p.ae of or use mixture logs, vegetative matter , and stumps in amounts that will be Aetri- the roadways is the next step in the construction sequence. A11 sediment control prac- Mnual ryegrass 4O 1.O 3/1 - 6/15 0 S areas such as diversion and waterway channels. recommended by the Sot} Conservation Service. lnocul&tt tices and measures shall be installed in the areas of construction in accordance with $/1 — /15 all legume seed with the correct type and amount o• cal to constructing stable fill©. Areas which cannot be seeded within the seeding Gates should be inoculant. the approved sediment control plan. The soil erosion and sediment control measures mulched to provide be seeded ithintthe se the sail surface. and practices implemented prior to the grading of the roadways should be inspected for ? An organic mulch other than rood fiber alone shall be used, and (Z) Apply seed uniformly by hand, cyclone seeder, drill, kuminpum side slopes of exposed surfaces of earth to be 3: 1 or as repair, replacement and maintenance prior to any land distuubance activities commence. the aria than seeded as soon as seeding dates permit. cultipacker type seeder or hydrosetder (slurry including ray be planted throughout slimmer if soil moisture is adequate or Can he i';'ioatcu. seed and fertilizer). Mortal seeding depth Is from 1/4 ca otbervist specified by local authorities. Haybales are to be installed at the base of the cut and fill slopes as designated on Seed at tvice the indicated depth for sandy soils. Mulch shall be used when tree, shrub, and ground cover plantings 1/2 inch. Mydroseedings which are mulched ray be left on dates be extended 15 days in the coastal towns n, i!e� l_ondofl. Middlesex , do not provide adegvate erosion protection. soil surface. All fill areas shall be tom accnd aufficientl for chair intended the plans' The newsman side slopes ofexposed surface are to be -3:1. Areas of fill - The fall seeding a es may y p y shall be placed and compacted in $ layers, not to be placed on a frozen foundation, NQK Haven and Fairfield Counties. (3) Where feasible, except where either a cultipacker type purppse and as required to reduce slipping, erosion of excess satur- and to be free of brush, rubbish, timber logs, vegetative matter, and stumps in amm Qrganic Mulches seeder or hydrozeeder is used, the seedbed should be firmed Organic mulches may be used in any area where mulch Is following seeding operations with a roller, or light drag. atim. ounts that would be detrimental to construction of stable fills. Upon final grading, required, subject to the restrictions noted on pare of Seeding operations should be on the contour. permanently exposed faces of cuts and fills shall be stabilized. Topsoil is to be sediment control operations shall be in place spread on all disturbed areas that are not to be paved and permanently vegetated in , Source: U.S. Department of Agriculture , Soil Conservation Service, Storrs , Connecticut. All soil erosion and (4) Frvst crack seeding can be used. Frost crack seeding must prior to any grading operations and installation of proposed str-ucc- accordance to the guidelines of the plans of Palmberg and Russo.- Temporary soil sta- Or anic Mulch Anchoring be done in late winter or early spring. Suitable weather conditions are freezing nights and thawing days with little Ltr'ea or utilities and shall be left in place until construction is bilization procedures are to apply if the exposed areas can't be permanently vegeta-- l straw or hay mulch must be anchored immediately after or no snow cover. Seeding rates must be increased tospleeed and/or area is stabilized. ed due to the time of year or if final grading is delayed for more than thirty days tprsading to preyent windblowing. Other organic mulches 10 percent when using this method. 1 after land disturbances have halted. do not r•egvirs anchoring. The following methods of anchoring straw or hay may be used. (5) Hydraulic application (hydrosttding), is a suitable method All entrances to the project nice are to be protected by scone crack- Organic Mulch Materials and Application Rates for use on critical areas. 4Aan hydrosetding, a seedbed is (a) Mulch anchoring tool pr.parTd In the conventional way or by hand raking co img pads of A3T21 C-33 , size no. n� or 3 , or CIS. D.O.T. crushed The roadways are to be graded to the depth of percentage of,grade in preparation of loosen and smooth the soil and to remove surface stones grave] The stone tracking pad Is Co be maintained at ail :i-mes durint final grading for the placement of the road base and bituminous concrete at the cOm- This is a tractor-drawn isplemhent designed to punch larger than six Inches in diatmeter. Slopes must to no RATES mulch into the soil surface. Tkis method provides steeper than 2 to 1 (2 feet horizontally to 1 foot =be construction period • pletian of the utility installation. At the completion of; lie stabilization of the HJLUES 2/ NOTES asaximms erosion control with straw. It is limited to vertically). Line and fertilizer may be applied :-disturbed areas in the construction of the roadways , the installation of the utilities Per Acre Per 1000 ft use on slopes no steeper than 3 to 1 (3 horizontally simultaneously with the seed. The use of fiber mulch on to 1 Yertically), xhstre equtprent can opentt ufe}y. critic:l arias fs not recommended (unless it is used to will begin. Machinery shawl be operated on the contour hold straw or hay). Fiber mulch does not provide adequate Free from weeds and coarse matter. seedbed PProtection. better protection is gained by using (b) Tracking straw saulch and holding (t with adhesive materials or The installation of the roadway drainage system is the next phase in the construction Straw or 1} •- 2 tons 70-90 l bs. Must be anchored. Spread with 500 pounds per acre of wood fiber match, Seeding rate: of the storm drainage system. Haybales are to be installed at catch basins as in- y mulch blower or by hand Apply mulch heand drive trackedace so cle+t tsuin pa l 60%" must be increased 10 percent when hydroseading, dicated on the final erosion and sediment control plan. Catch basins on sloping slopeto contover our. (6) Apply mulch according to the Temporary Mulching measure roads shall not be ringed with haybales. The haybales are to be placed up slope from the catch basin in a wing formation 'to intercept and retain sediment while preveriting Source: Virginia Erosion and Sediment Control Handbook 1980. (c) Liquid mulch binders (]} if seeding cannot be done within the seeding dace=, cast the "end runs'' around the haybales. Catch basins located in roadway sag points shall be Application of liquid mulch binders and tacklfiers Temporary Mulching wasure to protect the site and delay should be heaviest it edges of area one at crestsof seeding until the feet reconKndee sinning person. ringed with haybales. Installation guidelines for- catch basins are given in the Conn- ridges and banks to prevent windblowing. The ecticut Guidelines for Soil Erosion and Sediment Control. remainder of the arc& should have binder applied MIKTEHAKE uniformly. Binders may be applied after mulch is spread or may be sprayed Into the mulch a it is a. Lim minim. of according to a soil test or at a minim of t,rery After the installation of the utilities (storm sewer, electrical, telephone,- sad water) being blown:onto the soil. Applying straw and binder five years using a rate of two tons per acre (100 pounds per together fs..the most effective method. 1,000 squirt felt}, in the roadway, the final grading_of the roads and placement of the road base, curb- ing and bituminous concrete is the-next construction step in the development of the The following types of binder% pay be used: b. Where grasses predominate, fertilize according to a soil test or broadcast biennially, 3oO pounds of 10-10-10 or equivalent per subdivision. The construction of the residential dwelling will- begin upon completion ksphilt acre (7.5 pounds per 1,000 square feet). of the roads. However, all the structural, nonstructural, and vegetative erosion and s 0 MEx7 BARRiEltS ST Apply 1n accordance with CT DOT standard C. Where legumes predominate, fertilize acc�rdinyy to a soil test or sediment control measures implemented t out the project shall be maintained after E 1 ( ) broadcast every three years 300 pounds of 0-2D-2D or equivalent • Specification Form 612, Spec. 4.4503 Sec(aa). the final construction of the roads nail the disturbed areas have been permanently per acre {7.5 pounds per 1,000 square free}, Straw/Hay Bales-lnst.11atlon Requirements, Synthetic binders stabilized and-vegetation has been established. Not until the disturbed areas have _ _ — been permanently stabilized in accordance to the final erosion and sediment control Chemical binders such as Petroset, Terratack, plan shall any control measured be removed. Hydro Mulch and Aerospray may be used as Sheet Floe Applications Channel Flow Applications recommendad by the manuf&C[urtr to anchor mulch. -- They are useful in residential areas w.hwert Bales shall be placed in a single raw, len thvtse on Bales shall be placed to a single row, lengthwise, asphalt pay be a problem. the contour, with ends of adjacent bales tightly oriented perpendicular to the contour, with ends or abutting one another. adjacent bales tightly abutting one another. (d) Mulch ntttSn s All bales shall be either wire-bound or string-tied. The remaining steps for Installing a We barrier for Bales shall be Installed so that bindings are oriented sheet flow applications apply here, with the followinginitatl 1n accordance with wnvfacturer's around the sides rather than along the tops and addition, "commendations. bottosts of the bales to prevent deterioration of the bindings. The barrier shall be extended to such a length that lc) Peg And twines f the bottoms of the end bales art higher in e`•rvat'on s to within 3 inches of The barrier shall be entrenched and backfilled, A than the top of the lowest middle bale to ass..re '++' Drive 4- to 6-inch wooden peg trtndh shall be excavated the width of a bale and the sediment laden runoff will flow either througr or tht soil surface every 3 feet in ar alter straw directions. raw Is spread. ieCi� Stakes may be driven before o / ' —/ -�7 %C%iEiN i✓1 u7En.r length of the proposed barrier to a minimum depth of over the barrier but not around it. Secure mulch by stretching trine between pegs In a 4 inches. After the balas are staked and chinked, Criss-cross-within-a-sgvere pattern. Turn twine 2 or SOIL EROSION & SEDIMEN•T CONTROL NOTES the excavated loll shall be backfflltd against the mre closes around each peg. .barrier, B&ckflll soil shall conform to the ground level on the downhill side and shall be built up to Catch Bastin Aopl:u tion SOUTH WINDSOR BUSINESS CENTER 4 inches against the uphill side of the barritr - Ideally bales should be placed 10 feetaway frog toe Bales shall be placed in a square or rectangular ChemicalMulchts shape around depressed catch basin inlets, UT of slope Catch basins Constructed on sioDSnS areas shall not be Chehmiul mulches may be used alone in the following situations: SOVTI , WINDSOR, CONNECTIC Each bale shall be securely anchored by at least two encircled by bales i p i�/Ic' stakes or rtbars driven through the bale. The first The areas immediately around the etch basin may be From Pay 1 to June 15 and s with slopes pe to October 1t n 4 EO d { DU STRI AL 'SUBDiV1Ji0N stake in each bale shall be driven toward the excavated slightly to Increase por.ding of runoff that they are used on tress with slopes no :tee r than < [0 1 . previously }aid bale to force the bates together, which eve ten roughened. eater around catch basin. (� horizontally to L unfelt+}ly}, Stakes or rt-bars shall be driven deep enough Into If rill erosion occurs, another mulch a atrial shall be applied FOR the ground to securely anchor the balms. The remaining steps for installing a halt barrier for Immediately. The gaps between bates shall be chinked (filled by sheet flow applications apply here. Y ASSOCIATES � wedging) with strew Co prevent eater from escaping NOTE; pwtsSc+} mulches may be used to bind any time. ip mulches or 1 A B B S ROAD / l SS O C . TE S g „g) with wood fibtr in a hydrosreded slurry at any = between the bales. (Loose straw scattered over the It a icon of chemica ` Me,wfactvrer's recom+endations for app area issediattly uphill from a straw bale barritr mulches shall be followed. CHRiS�NE LANE Lands to increase barritr efficiency). . Maintenance Kits r T In sloping areas where surface flaw follows the bale reco�endations SOUTH' WINDSOR, C 1 line, perpendicular bale checks shall be Installed at Inspection shall be wde after each storm even: and Install in accordance with manufacturer's appropriate Intervals (100 feet maximma). repair or replaCeasent shall be node promptly as seeded.- PHONE 644-9603 Inspection shall boa frequent and repair or ri+1i?CfEMAHCE replactmtnt shall be made promptly as needed. Cleanout of accumulated sediment behind the bales is mpaxs'I,,,, ` necessary if 1/2 of the original height of the bolts All mulches must be inspected ptriodically, in particular after 0,gf1®OF"GOP�P�`''.� tale barriers shawl be removed when they have served becomes filled In with sediment- rainstorms, to check for rill erosion. lasers erosion is obstrvtd, �4`' '"14 . R Q L!!Yt D G R l] Or R V J �+ their usefulness, but not before the upslope areas additional muldl should lx applied. Kitt should be inspected after x`Q� G have beers peumrnentty stabilized. rainstormm for dislocation or failure. if washouts or breakage �'"� ' n' c= -�` :`;r � LAND SURVEYORS & PROFESSIONAL ENGINEERS Dour, rc-install net as necessary after repairing damage to the O f► O ntil slope. Inspections should take }act until grasses are firmly `�_ * x 15 BARBER POND ROAD I Grosses shall not considered established erotusotl a Vvund cover is achieved which is mature enough _ Q48 ,,L• t4t tros,on and to Sur seven weather condtor+inspi ptmlodlc,ily BLOOMFIELD, CONNECTICIIT w + used in conjunction with ornawnul Plantings, -aFa'�Thc�;�r�: �s 242 2775 throughout the year to datermine if mulch is maintaining coverage of *�,q'Npt"�aypotin`a ---the soil surfact; repair as needed. *!a?n�nrapp BY S{ALE DdTE SHEET :HE{KED NO lel Ai.Ts. T•t� C G!3 YoP �+T.CAI..•:-_, E�Y CaIJCr. - Placement and Construction of a Straw Bale Barrier � �,1� �0 a IZ` tL'l / SIR I straw bale /5 /S trench 1. Excavate a trench stake Z. Place and stakeP 4" deep and the. straw bales, POINT OF APPLICATION �- binding ;[ 1' width of a straw l ll,llll two stakes per OF GRADE wire or ,Q width o�ba c bale. II'.r�.l•'. bale. P�}`r/� x 0 0 co CD CO C! O 0 I twine �,I• BIT, CURB BIT. CURB 0 0 O CC Cl C] C7 0 0 7. 0 0 O O Cl O CO 0 0 „ packed f �� Z' C2l.aSFI� �� o E7 0 0 o EC o o a strawy'• '.••, 3. Wedge loose straw compacted 4- Backfill and f r! \ ' plan l,•n `I between bales to backfill compact the \\ STONE ?create a continuous excavated soil 11/2" BITUMINOUS CONCRETE .' p O O O O rJ C0 O 0 barrier. as shown on the \ s F!L Ft l•; L :'i'Il;','1! I�ili',1� uphill side of 6' PROCESSED STONE '• I•. the barrier to SURFACE COURSE (COMPACTED) CLASS ZI prevent piping. 6 C A 2" BITUMINOUS CONCRETE BASE l FABRIC \� 0 0 a o 0 o m o o + 1 " MIN. PROCESSED GRAVEL t 1 OVER NATIVE MATERIAL (COMPACTED) CLASS I L}1.1 1,jeper � E. 0 I �7 I I I � -0 81�1t I TYPICAL ROADWAY SECTION I 1 !all';• :1'n�'IiL,= I.af�.r .�,�llld NOT TO SCALE I MOTrGf•lPLAd- ' I.NSrK10(27IoN P.v I r PA D OF `'`-�' ry �"mot' CZ.5 Top UfAy A li:L `• y�^g • i ( `�� - . ,,. ' Elevation: Points A S It, ,I Floodlighting I r Should be higher than L Points B. ! I K High Pressure Sodium (HFL) Fixture Includes Lamp _ _ _ ' Source: U.S. Department of Agriculture, Soil Conservation Service. Storrs, I 156117 HFL 35W12DV HPF 9.6 Connecticut. 1 I 156133 HFL 35W 120V NPF 9.6 A A ' N.Tr S. — —— `- ~" - — 156125 HFL 50W 120V HPF 9.6 Ic 1 I I s 156141 NFL 50W 120V NPF' 9.6 1 Lti L 156257 HFL 70W 120V HPF 9.6 1 I s {- 156281 HFL 70W 120V NPF 9.6 156265 HFL 100W 120V HPF 9.6 PLAN :'f 156299 HFL i 00W 120V NPF 9.6 # -156273 HFL 15OW 120V HPF 9.6 156307 HFL 15OW 120V NPF 9.6 - • 4 BARS _ 4 •0 LONG { /_ Amr -5 / �C l.j L-_ rn / 7C0 70 ;r ; ')o L :/i r PLAN' CLASS A�CONCRETE 10 �a P'OUR,EDINPLACE OR 2_ 2- S 2 10� 2 ,"7 1� !'%:' ✓/'�L _:1C_-r .,'lI. -//. lJs iLltrHoJI P,RECAST CONCRETE miT 1/2" I/2� I I I .. ' r 4 aGRS /} �'-O" LONG JI 1. Set posts and ' 1r S ZnliG- [JF% '1/L I ' P '• 2. Staple the , Posts , excavate a tipost Wire �I wire mesh - V CLASS "A CDmCRETE S - l}7X 1 IO-ID� 10 L2 fOU4CD M PLACE OR 2 2'- �, F 2" i- --I ' trench, set post fencing " fencing to _ i- _ paucAST CC►LtRCTC Angle 10° , downslope. I', end post. . r/ f upslope for , o stability and !, , I ' N 'o [ _1 S • uwlT, self cleaning. 1. 100" P£RVrOVS I1ACKfILI APQVE 1 CRAINALE OK)JINGS IN 4 ••ALL5 - - AT CA [LMCDtATELY ABOVE THIS ' _ I ' _ ImiS ELEVATION `5tll=nt=N1 r =lP= t11�f11�'u _al=1 • T 2�16� ELEVATION 111;It1=m 'lut�t>< 12" min. _Ittgnlc :;iltl'1ga WAx DEPTH )' LiI1�111,r .,I. de th allui=ll I,ut — I _ IAl 1� p =In . • t' YV 1'I� b C.3 �t�C� � C.1 FaCL < IN SAHOY SOILS Y OR CLASS"A CONCRETE, Filter ' I ' .o Q g [nG OIL ALL �RY CIroft TL UNITT ! 1' 3. Attach filter fabric '' 4. Backfill the R tent OR IALSOMRY Fabric I to the wire fencing ( I trench and Cp+GIETE Ut'sTS ARE IrAD, and extend it to compact the COAKLLIHG WA-L aE. IIM- I I the trench. excavated soil_ ,e �� I(ODEO IAXiMUN JE(: EL I0 t ' 1j TO DE S 110 'rROJEt:TION _ SHALL EXTEIto IHSIGE of L'se le�lcltilji; c1Lull h.l:4ins whel-e site conditions .ire ciccepLable to 'I:��.'n ()( Suuth lJitT soC. I Com acted I�� 41- - 3.0- a1 LIMITS 110TLD tTY• .� p l�lhel-e �lppl i cable use s lot L ud d rti in p ipc!. +^ 1• Backfill ,, ' _��{� \—C(WryyE OR - _•- LJL 1 ,4 1 t ';I llilvlsl ?1Inl=,t J11=P1=1i1 � ' r f1=4111t=rt1 rRECAST t/H1T _,;iRIZ SECTION A•A SECTION 5-0 Ill=i','1;111_1I' Ili= . ^� �s1L,114- I„I- w,LCAE tOTTOY PRECAST COMCIIETE ry VT 1 VIR F1 t i THt Tp -_SECTION S Bottom of Or TH� UM1T SMAtI ![ �A[ 1.EAi1� - ; t'KLppW THIE I�IQ Of THE ,< I/ 14"y CX= 2 10' , fTAVCTuI�[ WILL tE Drainageway ►II[ aVTLiCTTtNs MOM TH( CATCH �� Al STRVCTVAt WIN Ill, OCIP Of cAtom. n{- TY}� ntl). WALI r 1 NC pc1 TYPE "CI` CATCH BASIN ov.a to o0 To IK IhtlT�talto �0 11 TollA$AMC fN4iDt 411ff 11.IiJMt 10 RtMAIM o I Af @ l I 4 I 1 - 1 L -4 ELEVATION Points 'A' should be higher I than point PLAIT V I EW Source: U.S. Department of Agriculture, Soil Conservation Service, Storr,,. Connecticut. 2x4 wooden stakes driven .I- min. of 12 inches Into - tAe 9royrL4 .. r� • Wooden lateral tera 1 " s WAN, Filter fabric 1 - pKked �� cross braces -A •L_ ntt as I dtd Placement and Construction of a Synthetic Filter Barrier 6-12 In. y, (�iT7 into !� Flow Floe 11L&V �r T aW Catch Basin ilt Fence 121jillation at Ac 90 X.IeVlt tllIL. ns II Hay hilt Installatt" 1t Wo N sins L.r LLbu d't f sK,Lt LL1d,4T Ba,tB•...•M lr•.... I -BaLIB..A.as Sraa i•{ a�.a«r a1ga,��• �,..,.,.,-, .. 5 0 1 DETAIL SHEET at d•Y � �+il►a r1w..l N .• � � SOUTH WINDSOR BUSINESS CENTER 7 1.� SOUTH WINDSOR, CONNECTICUT --B-L ES qy.•f 1::[•-/'• rOBLTW, INDUSTRIAL SUBDIVISION PLAT, NOTE'A" PL A N R1QS�T,~ tee+ -L,C-Ic-BA5...5 ,H SAGS S..aLL Of SU-CGr.:(a e• •.A.BALLS 4HFOR 0 rILTCa ryaeC t0 BI iLJ.Cta O C.LRA-T rwSLl Ks as. •T t•� >rL-L.I(A►R oss,s CSIABLAS,•CO ALL OTHER ly -•L� �- E+sIHRTo Of SF ALIO rao.muNarr uMTIL rAvIMIHr ` ' ABBY ROAD ASSOCIATES a HO La►SS,S [srABL I. zi• >107,'lt JT ILt, L— -2-4 La z z.a•3 1-.:.Ls -. ,y { a...r ss. ,+. L.,.r.IY.-< rTa sABaK ! 2.2.f Sta.,: .. - ..aw W- i.•.• W r cap S,aa[ ! Fao. a•., la..a. } -c•a-Ja...� .. -�.� 1 CHRiSTENE LANE Sotr": U.S. Department of Agriculture, Soil Conservation Service. Storrs, SOUTH WINDSOR, CT, conntct i cu t. r[` _s etc I ION SEC I ION PHONE 644-9603 AI SWALI I+ol(� AT LOW AnEA Placement and Construction of a Straw 1 L., barrier - -t,•�acfo-,�. [ov,acB,r aL n._T�up �` P A!.M B E R G & R USSO .,LT •Lti,E w.n, Lr,:"1 r.al .a ..a.na.t: '�q4 rT ('.Qly/V �• LAND SURVEYORS & PROFESSIONAL ENGINEERS CO HAYBALE EROSION CHECK ��� T 15 BARBER POND ROAD BLOOMFIELD, CONNECTICUT s. 242-2775 " C4' '_` BY SCALE DATE SHEET CHECKED N0. ,n •dam` JaR .-ALrt'H'_' ! /V.r5. -Y /�. - ��Ol=,-1 �. f ye— N