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HomeMy WebLinkAboutPlan 89-78P Gelco Space Site Plan t• T / c. •1�` I:140 SULLIVAN AVLNUE SOUTH WINDSOR.CONN. 060i•1 iJf'u T/YT,1� S�T�?��,' ADDRESS „cp c ARFA CODE 203j4=4-2511 �'{� it' 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN.05074 ti -Y �� 7r LVtil _ ps„t•cp+- AREA CODE 203/644.2511 42 4 Preston Trucking Corrpany Inc. November 14, 19aa9 29 November 1989 -150 Strong Road _ Hr. Joe Unlinowski 5 Andre' Charbormeau •wcj . ..... "lazy Two Bala Plaza 10 Strong Road :' wyd, PA 19Q04 Bala Cynwyd, PA 19004 5A Iiighlift Inc. John Fitch Boulevard rear Madam/Sir: Dear Sir: Re. Application =99-•72­ - .Etal.lation of a nuilding or. the east GelcO Space Site Plan 89-78P,- 6 Anthony J. & Margaret A. 5lusarz rid? of. Route 5 re: Appl. 1421 John Fitch Boulevard Westerly side of Route 5 south of Kimberly Drive At the November 13, 1989 meeting, the Inland Wetlands We are pleased to advise that .the Planning and Zoning Commission voted on 28 7 Marcia LaRue Agency/Conservation Commission approved with modifications November 1989 to approve the above-referenced application for a site plan of 1429 John Fitch Boulevard Application r89-78P - IWA/CC nermit for the construction of an development in accordance with Drawings rl, 3, 4, and 5 dated 7-28-89 industrial building on property located on the westerly side of John (revised 10-19-89) and Drawing 92 dated 7-28-89 (revised 11-16-89) prepared Fitch Boulevard, I zone, as shown on plans prepared by Pa?mberg & by Palmberg and Russo, Project No. 89065, and with the following o Ralph H. 116sher modifications: ' 1439 John Fitch Boulevard Russo, dated July 28, 1989, revised October 19, 1969, project 1489065• 1 sheets f 5 with 1. Prior to commencement of any site work, a meeting must be held with Town 10 Pal Szabo the above modifications, together with two blueprint copies Black and white transparent mylars of s'r.__ts = 2 a_ Staff. 1.505 John Fitch Boulevard of the entire set of plans, must be submitted to this 2 No building permits will be issued until the final mylars have been file Commission to be stamped and signed. This must be in the Town Clerk's Office. 11 Jai Enterprises Inc. completed within 65 days of approval prior to any construction activity on the site. 3. This application is subject to the conditions of approval of the Inland 1519 John Fitch Boulevard Wetlands Agency/Conservation Commission, including a bond in the amount � 2. Construction activities shall be subject to the approval o� of $6,000. 17-1 - 17-12 Andre Charbonneau the Town Engineer. 125 Edwin Road 4. An as-built plan is required prior to issuance of a Certificate of 3. fhe anplication stall indemnify and hold ^armless the Tau;; Occupancy per Section 4.13.10 of the Zoning Regulations. ` 9 Lucille M. & e Joseph L 7 nu0u_w�fr3rd of South Windsor against any liability which might result i from the proposed operation or use. 1474 1;auz Street 5. 'rooting drains are required if the building has a basement. 4. We recommend a bond in the amount of $6000.00 to be 52 3 Donald J. Baltulanis submitted to Planning and Zoning Commission to ensure 6• A landscape bond in the amount of $1,000 is required and must be 1546 John Fitch Boulevard compliance with the Erosion and Sedimentation. Control submitted prior to filing of mylars. Measures. 7. All plans used in the Meld by the developer must bear the stamp and 4 County Distributers Inc. The permit is valid for one year and shal expire on authorized signature o' the Town of South Windsor. 1510 John Fitch Boulevard November 13, 1990• 8. Demonstrate that existing uses meet parking requirements. 7 Fredrick 1`1. J Ze toon ian u. All approvals required must he obtained and submitted prior y tc an activity of the site. 9. Interplant evergreen trees along southerly border for screening; show 1496 John Fitch Boulevard y proposed plantings on site plan. a b` t' t . A contact person. shall be identified directly on the plans. Black and white transparent mylars of Sheet '2 with the above modifications, 9 tiartin F. rcGrath Jr. , Ellen 11 L�Ove1, together with three blueprint copies of the entire set of plans, must be Jane Packer "i. The areas where existing loose debris is to be removed submitted to this Commission within 30 days to be stamped and signed. The John Fitch Boulevard shall be stabiized. This may be 42 42 52 accomplished by letters of approval of this Commission, as well as the Inland Wetlands establishment of pe--nanent vegetation or permanent organic Agency/Conservation Commission, must be reproduced on the mylars. 22 11 3 10 K-F Brick Company, Inc. mulching. After the mylars have been signed by the Commission, they will be returned t John Fitch Boulevard fa.. :•he existing G.3' _'einforccd concrete pipes do not need to you "or filing in the Office of the Town Clerk within 90 days. After filing _L - `.e realigned. ?:is has been reviewed by the Town Enaineer. these plans, a copy of the receipt must be submitted to the Planning 32 33 Joseph W. �Iisky, Jr. Department. 42 42 356 Park Avenue very truly yours, very truly yours, 17-11 17-12 10 Windsor, CT 06095 17-10 r• 7 PLA14NING AND ZONING COMMISSION 52 52 James A. Lombardi, Chairman �,,�'�-��� r�i DRIVE 2 4 9 inland Wetlands Agency/ G; C\""`^" Conservation Commission Chairman C. Evans Chairman 17-2 42 ` , cc: Inland Wetlands Agency/Conservation Commission 17-1 n r-;: •^:'ry C. Iazzl: Townta, Ton Engineer M. Banach, Planning Director m �I 1 .a::cia A.Banac? , Director of Planning J. Collins, Chief Building Official TE DAM :(:nn R. Collins, chief Building official J. Iazzetta, Town Engineer 1 Z , :a:r:ing s Zoning Commission F. Shaw, Supt. of Pollution Control 17-4 ✓Ape 1 ?al:born & Rus:;o, Land Surveyors and Proressior•al Engineers E. Belleville, Assessor 1 52 Site area - 6. 14Ac jarber Pond Road, Bloomfield, CT06002 W. Lanning, Fire Marshal Registrar of Voters N,_ S �- S 1 CA 7 P-Iir1. lot area - '0,000 S.F. Engineer 17-3 O n !Iin. lot ronta e - 100, Applicant S"- G Z nin. lot depth - 150' Pzc File -- —1 s ' /-- �l�\ 1 35' BL E s 10 I SL 17-5 `\_� r I I.-. \J� PAR►LING SCHEDULE axis building coverage 1.5 %c Parkin required: E-,gist_ pavement cor;eraoe - 13.0 10 D g q : Exist. ravel, coverage 8. 8 % - c/ C� t 10 Office - 1 space J 1-95 S.F. total exist. izllpeivious coverarge 23. 3 .o 0 1372 S.F. 7i 1 space = �; spaces Prop. building Coverage-- 0. 42 �1 D L5 S.F. Prop. pavement coverage - 3.7 8 0 1 handicap space per 25 parking spaces Prop. gravel coverage � � ` 12 spaces X 1 handicap = 1 handicap space Total prop. impervious coverage - 16.0 % 32 - _-� � spaces Exist. + Prop. building coverage = 2.0 14AMM ALLOWED: 50% 33 Totel spaces required 11 parking spaces Exist. + Prop. impervious coverage = 39.3 %. 1•SAX]l•1U"I ALLOWEIJi 6501'o 0► �_ : 42 42 Parking provided: 5 7 11 parking spaces /o'er r 1 handicap space 42 I2 Total. 5A 42 42 4 6 LEGEND DIRECTION OF STORM WATER FLOW ss—DIRECTION OF SAX SEWER FLOW ,EV 1/-Z7-59 1,JEr1,ZVJ05 c:0Mh4CKrM V /O- 9-P9 7�c tn1 CDn.JNt rrs KEY MAP LEASES/APPLICANT GELCO SPACE �ir� 6 TWO BALA PLAZA A v� BALA CYNWYD, PA. 19004-0943 215-668-7735 .4 �,.. ��. ..-....�... ..._.. . ..._^_r�...�....�-_»..�. � PROPERTY OF j HIRD GENERATION REALTYIIL f FJ 1 1449 JOHN FITCH BOULEVARD I, ti w. SOUTH WINDSOR, CONNECTICUT fss,rtrrrrrir�y� °�"~'" ''' PALMBERG & RUSSO �{it�4r�►PM R: 2 .�,,� • 11 '„ �; = LAND SURVEYORS & PROFESSIONAL ENGINEERS THIS MAP IS COMPILED FROM OTHER MAPS, DEED l , I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ` Ell � `•�`' r ti; ;` 15 BARBER POND ROAD DIMENSIONS AND OTHER SOURCES OF INFORMATION ACCORDANCE; WITH THE STANDARDS OF A CLASS_•D _SURVEY AS ;, ,_ '; , a �! , , BLOOMfIELD, COHNECTICUT NOT TO BE CONSTRUED AS AN ACCURATE SURVEY <�� _� y DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY �, f `' �'-- OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED II `Q'"'X - AND SUBJECT TO CHANGES AS A MORE ACCURATE BY THE CONNEC11CUT ASSOCIATION of LAND SURVEYORS, INC. `: t, .¢ -�u`''r,z°°� 242 2775 3 t 1 e, Nca ° SURVEY MAY DISCL_OSE. . . ��a«,I;tfFA" sY // �_ SCALE DATE SHEET CHECKED ivo. / zoo' 7 za-89 �� _ _ .... Proposed PARKA SCHEDULE SITE LATA LOT CORNER CWORDINATES Parking required: Zone - I SYMBOL SOIL TYPE Office - 1 space / 125 S.F. Site area 6. 14Ac. Site is located in a Flood Hazard 7cne P_ie1 No. 090036 O06 b. ' SsA Sudbur fine sand loam, PT# North East 1372 S.F. X 1 space = fl spaces Min. lot area - 20,000 S.F. y y O to 3 percent slopes g Site �s locate i-z-� L-�l�d/'•Ietlands. ScA Scantic silt loam 0 to 3 125 S.F. Niin. lot fronta e - 10Q percent slopes t,:in lot depth - 150' Elevations are based on M. D. C. Datum Te Terrace escarpments, sand and clay 1 369213.23 640367.41 1 handicap space per 25 parking spaces p 2 369269.69 640075.55 35 BL Coordinates based on G.G.S. Datum -'F WvA Windsor loamy fine sand, 0 to 3 percent slopes 12 spaces X 1 handiu!p = 1 handicap space , Wv13 Windsor loam �ine sand 3 to 8 3 369356-65 640102. 76 25 RL Y , percent slopes 25 spaces t All proposed drives g g WvC Windsor loam fine sand, 8 to 15 4 369672. 77 640208. 18 10 SL P P , parkin areas , and storm drainage are to be constructed to Y percent slopes 5 369424.20 640799.26 Total spaces required 11 parking spaces E-xist. building coverage - 1.5 io Town of South Windsor specifications . Ma Plade Land. Exist• pavement coverage 13.0 o Contractor to strip and stockpile topsoil in areas to be disturbed by construction, Parking provided: Exist. gravel coverage - $. o /a then 'spread on all unpaved areas, disturbed -prior to landscaping. Land has been filled with made land. lI parking spaces ip x-� 1 handicap space ,� '�,�;' Total exist. impervious coverage - 23. 3 %. L Total Prop. building coverage - 0. is Any additional sediment erosion control measures deemed necessary by the town during Prop. pavernant coverage - 3.7 %° construction of'any site improvement shall -be implemented by the developer. Prop. gravel coverage - 11.3 % n _ Total prop. impervious coverage - 16.0 % All disturbed areas are to be reseeded. 1:::.tsl.in !'.irl:in -Scl�uc[ua.e: i'�'Ul ALLOWED: 50% ' Y P Exist. + Prop. building coverage = 2.0 %, o Location or existing ucil-ties to be obtained from utility companies, locations Parking Required: Exist. + Prop. impervious coverage = 39.3 /°, shown are approximate. Contractor to verify in the field - call before you dig: Office - I Space / 125 S.F. M�l'T.I�t I ALLagED = G5/° 1800-922-4455. \ 1620 S.F. \ 1 Space = 13 Spaces J25 S. F. Developer shall meet all requirements of the fire department, if any, 'Fatal spaces required 13 parking spaces Handicap parking spaces to be marked in accordance with the State of Connecticut Building Codes and Public Act 83-412 (f). Parking Provided: 0:::> 7b 7P/C - VEC,,E7-,4Tro%l , 57X'Ep 14 parking, spaces 10' X 20' 7�F_(L2AMJ, ,9NO oor51,0E �CLY.t8712(dG�o/�/ Any fill should be clean fill, "Clean fill means natural soil which is inert interms of leaching and does not pose a pollution threat to ground or surface water". ��� 7z ?�G ?�'1y �J�S �o7r 7A�FN Clean fill would also exclude any construction debris, blacktop, concrete, or stumps. pit 77-1E NDK.�`7-1 sNJi� D� 7NF' S'T7ZE�}M 11 Construction activities shall be subject to the approval of the Town Engineer. _ 1 All outdoor lighting shall be directed on parking area and shielded from the road and all -abutting Properties . A n \ 2 l Location of existing water and sanitary sewer laterals to existing 10 ` /v/F A,�JG Gv�2 a./�e�,J t / buildings unknocm., 4 3 Existing building and parking are not part of this site plan \ �1 with the exception of making the three parking stalls to the ' WVA , ` east, meet with town specifications. BS ' w f \1� ® G,y Stumps shall be removed off' site to an approved location. iNO. � S67° 1132"E /0,5.,Og 641 .2V 60 - \� SET O- Routine sweeping of the existing parking area shall be completed CND F.VD \ \ 0- as needed to insure no tracking of soil caul occur off site. r LINE BEARING DISTANCE Loose concrete, steel and other debris adjacent to the water `/-�i✓MrT Or wET,cA/J0S A5 ^41;ZC la 50 __„�� S.2` ✓� \ \ til\ t +� course shall be removed oft site to an approved location. 1 S670 11 '24"E 10 -20 WVB SSA C'� so.� 5C,,E..vri�7 �TYP� --------__. \ \ � Tne® � W \ t 1 -� proposed tree line shall be flagged in the field. r % q ti 1 cti 1 n Ex1s7' C9 All Juase matc�ri.a_I shall be removed from side slopes. r pG- o - 1 --_ �~~r~�+_ 6(t57 ITJ F .Err.!_r(7tiP) \ c1 c r \ \ \ s r -E0.g Footing drains are required if the building has abasement. WVC r EROSION a SEDIMENT CONTROL PLAN KEYof PV PERMANENT VEGETATION COVER -�® / ------�- --- - -- _ ��.�`_ �' SCA �1', \� , l 010 L?F'�r,ox, .LiMr r or � lcowp. SZ / TV TEMPORARY VEGETATION COVER �coota Crv ) sz,* <l�� � r�P) 1 _ - "- - - r RR RiPRAP �/® -'SC,ENrlsr =1-i 1 1 - ram'- 63.e DB DETENTION BASIN ___- --r ARK�F �Y5*�- r�_ ®�'. ----- ��� .. �t�l \� ' i )�=s9.7 ♦, .,1. -� ���� G2AVF�t� �c p"� Sz /� //i rL�N / ♦ �c �- \\ \1 1 0 1-9pplwX. .cJ�r'ionr or ST SEDIMENT BARRIERS LD 5 - 4y' j f °� •'� I - _ _` -- \� Sx�sr. Pr>� srze vur�roWr.I VQ OP OUTLET PROTECTION / ,� sj /�♦.,� tool' ID fn r, ® F�usT, .yt3r..l�c f rV/F 4�oPF � I 1 a /• _ - -- 1 ® -2 \ JJJ 1_4 � \ � x q$ / ® k SE 1 $TORE -- / £ _ \✓ .� N 1 sr� LEGEND ! J - r _. f RC '�?, MOVZ _ f _ -140- EXISTING CONTOURS01 egggl �, "r _- -- j f ------- - - GaqDE r �! _ ___- -' \� 0 1 -Y� PROPOSED CONTOURS / r .,# its JSf"1-�--- �Tp WJTN CaicCil 14IxI EXISTING SPOT GRADE / / i'��rr xxr. l _ - R�,n�,N \. \ 141.1 PROPOSED SPOT GRADE :/ i j ! .._ _ _._ I �i GzgVC-o _._- _.� - \ _ - --J - ECi67 ���� P Y , ���` �``rr _J�� tg r IS7 cB_. 1 j - _ /; 5 1 \f _� ,era �\ I �� / - t� 7F= �53 -----_ - EXISTING STORM SEWER �/ ( 1. t. _ - - -;-- -- r--�l -- .._--- -- I' G '� l%% I Z \ re--6o.5 PROPOSED STORM SEWER 441 1 1 _ -` --- `� `_ } J .+.C„�?v r / `� EXISTING SANITARY SEWER r l ___..__ ._. !7 `--'� v. n�rltaetx�stxitself I a;ii �� nxrxerxxnnuxxf P o+? GATE p L► ourcEr - ( �---- \ - , . ., ... iv,7H a,-CZ:!✓ /✓kGY WV© S�Ts � �� ! N F rST.' M H PROPOSED SANITARY SEWER I _ �-- � �• � � ..,� Srcx�,�cF SVRF.a✓rcoG'U 1 � I. 1 1 _�- a� _. _- � `- \�crsy,,. 6�r, ` ,,��� � �''Z ♦ 7 /,--� � PROPOSED MANHOLE F f 1 ---` .• / N 1 , •' �y sF �n� r rr Qq�E.:s rc ® PROPOSED CATCH BASIN re-156"(0 /N goer z4" EXISTING CATCH BASIN ems' -'; � � CAE pVMT 7r1P ![]' _ \ El . rob'GUCb ` • :r' 4 � ! � O � \� �. � � -•�� ....---��' C,�(-r�ap) ��.� E PROPOSED ELECTRICAL �\\ ----- s prz�P �' � ` - cFao�z •� 4z cF Svc EXISTING WATER ul \�!\ \ .� ■.® ,�: .o ��� ' -i.z�j _a j ocP,aq 1 / c�, �J {�- �� 1 TF=EXIsrossjcrr +�A CK- vi®s i W PROPOSED WATER N N �� �\ ;�� �3'-.0? 7Y_E� �,.1../' � -moo- � q r � � .�a5' STAKED HAYBALES OR SILT FENCE a �� �� 1 /`MAP) �,��� /.P, ro E s+:r l s :` �v� /FV 0 \ i3 C7Yr�J ,,�� 300 `t \ <rJi�C, 70 LIMIT OF WETLANDS AS MAPPED BY z 2g7 ,26' „ ������ ����� 6 wg2.1 „ \ - _ / 14" ' o SOIL SCIENTIST / ° p3.05 W J ���• Cw3Rp<. ` Sr.l II �� � � 7 9 '\ •t'o(do� tkJNtF�ST1✓2 oN 60 \ i f 6 ! LEASE LINE -� ♦ i N SS SASE -unlG c�xrc7E �xJa w/six anE , S (is8 Ta ��� t`z ccw�M�rs c. i ��$ moo . (o F i.�ryv ' P. a // 27'g9 („jFT1.f}r 10-5 c0MMr r`trS 5Pcas►l PAo 12-MOVE0 sxxxrerxxx�rxx i �/ ♦♦i/ S� �P-P�4P : \ \ "`` N61 �4`' ?�!/• ��-v6 Lr9 fin! VEC,eS o.�iiu7vTS SOIL TYPE BOUNDARY ps �� ��•5z �avO 54♦c �. ;�av�_..nrEur _.. ._.. ._'�� w --___.� 1 �SV /n !J q8 ♦♦i ���', # 1 ICr-0.�1 LIMIT OF CONSTRUCTION �. -__ -� ,��� ¢�,�„ �,� r .,� ♦ NlF P.44PH !d, MOk5NFfL q� title$* SOIL EROSION & SEDIMENT CONTROL PLAN TOPOGRAPHIC MAP PLOT PLAN FCIS-r ssM/d 110 LEASES/APPLICANT GELCO SPACE rcr �E2sory : TWO BALA PLAZA BALA CYNWYD, PA. 19004-0943 7�3-D825 REFERENCE P • 7-,,9IL %� 215-668--7735 AAT• S, "Contract Dryings Water Pollution Control PROPERTY OF Facility South Windsor, cr. Route If s Sta. THIRD GENERATION R E A LTY JIL 88 & 502d to Sta. 101 & 0i'1" 1"-40' Horz. PiAJus s7TzOPA,5 � S7F wN,r>✓ P„�,-) 1"-4' Vert. Nov. 15, 1966 Rev. Feb. 17, 1969 Y As-built By James S. Minges & Associates. 1449 JOHN FITCH BOULEVARD SOUTH WINDSOR, CONNECTICUT "Resubdivision of Property of Andre Charbonneau r OF`,,... _ ,�t��P�'a. : ' a PA�.AflBERG Russo South Windsor, Ct. Owner-Developer Andre L. ; ,09�•••�•,,, G-iarbonneau & Andre K. Charbonneau 125 Edwin i � � , �..-'_ ��,°'OG coN�, ••., Road South tcindsor, one 528-7 1" �� v Qe°`P�`` ''�R, 40 20 0 4v so 120 *°1�ht3`.� �� � �` T , Ct. Ph 55 "' ; -I a LAND SURVEYORS & PROFESSIONAL ENGINEERS y�q."_ .o-�4 i5 BARBER POND ROAD 1'�=40' 4-13-87 Rev. 2-18-88 By Palmberg & ,' ' �, sCAI-S IN FEET ~�`� _ Bus so � a _ ' I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN 4 ' BLOOMFIELD, CONNECT CUT i r f P f 4 T t--I T f��C &f}�8 .�'t� .,'i �\< art_�YI�Cy�L Proposed rt:�yot_t: prape_tj° c�.: e7ter D�. n t, J.e��__� J. r _ .L�� ,; ACCORDANCE WITH THE STANDARDS OF A CLASS.f);2_,SURVEY AS �� '""' ,�"-.� 242-2775 -3-73 Fe'.'. ]7- .1.�i r 3 I ti fbL"CC 1 J. p��o DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY ! ��/Jr�,���,���t►��r' •oe tee •- oh{;o°` OF SURVEYS AND MAPS, ADOPTED DECEMBER 10. 1975 AS AMENDED BY 0e0 BY THE CONNECTICUT SCALE DATE SHEET CHECKED NU. o Fine - '�B•� asso ASSOCIATION OF LAND SURVEYORS, INC. � - tors- _ v�5 . I 1 r� , - --a --'- _.,_ _ +r-..-...: ,..,,.:..::,•-. .->:-.>.:,... U: .,... .....:»__.,._:r-....G...=,i:..._...�.....,Yi..;:._._>,.....,_S--!-G::FF:'.^«MZ/.:Z7G:. -T:: . _ _. .-.-,_:>-__. .:._"" '-'L e.. J.^.rw:.L�:...-•".cw�,...wrw_,»,...:.,..rtlwv r-.....c.+E.y,:.:l:e:A:....,..."5...' ..v,.,.a.3:T�.,..,......lfi,..C,:....�GL.....,...r..c_....T+,- - tj _.-- . .,:=_._.„__.,�_-„ _ ..,.--,:.•aa,-r.-„-.._+. ,..t•-_..:5,,:,.:.___...—..__-c-_:.>,r ,.'sn..._.._,.._r....'e..n ,,"- .,,^..----". .{ _..._...._.....-.._...... ......._.......__....._,._-.._.._...-._..-,: -__....- ,ra::.^:_.t.:.t:,.. xae....4,,.a.:,a.:-:...,..-:,.,.._..-:..,_...- --s3':j..........t>...._.,�r:,....:...._....al-s,_..,,...w-.....r:'..,... s i I pQI _, t� ,r.. w i 11 ft: ,. T7 .,4- ..,r.t,,,}�' ,1,_'. .7 11 fL y ) �v r' --1r+Y-\.r*y,• _ _t'. t ; .,:C w _:c-oir ::CzzG.�:1 ,J,tl:,, _ P .i(`. t.. .:,...r:t t".F','' FJ. i :i 11�y'i% (,j. pG�F:1. �i�'.�11��l.:i:•:J.!�:7 -_:'C_..', "'' t', ,):L}..0 _ :]:.i_t: a•f:,..ti:` - 1 ZZ ! ,,.. ,,' t. c •t7 '.T•Jf. •" -'�...-----..--_.__ _. .1,- ,i'7I ]. !'. ., .',iI)i-•aC:i_: ••_ '� �, :ii}i'=L'.E]:y :LLn. 1oi_' i-11'' 'Lt'; •'r ..c.C' !,oc;i:... . <j... jLiia.:i €'i,3iJ€.. _'t}TL 'F , €� 1 - :ac,rt F: ..�L - l;,(+ 1. J�rn �UCS€� JL"j' i:�.np ;�cln�`i �. �ti), 3 € p -- \ ,] I ]l'I C' ti k., ._:C !): ,, r r, , S1 i] E.1' Ii! S C7 , J 3SCC= 0r ). is ,... 1 l? t P i t�c' ,...j t':.•i,Sl I i l ,1 C'?" F :" �. :s").t C:r,3 Dt:::A Sc�antic s:i.lt lo-anl, r t_C, '�? pr?L cen'L slr pes l 36�? s ;, f /7 , „` !. ._lll_ . i� j lot- iH I i:i } U 1�.)l)1.•i� i, 'l 7 C1_ C I-) r]%?ce per 25 �parl-ink spaces 'i;, t• 4-';' '1'C=rYaC�E! (,-3C-_a17pmr_r-,'1...-, E•l,and zind clay ) 7 ? R -':) t y UC� J� �7i1 �,4F Qij.�r} L 1 1. roordinn,_-es (]Cased on C. +,.Si :)::cum- [ 1 ',F:, ' t r`f c t{ i} 3:is G 1 C_:r rl# ','J.CJ ,h�i3 S�1uC E':, I 11 1T1C �"t itar) t�:1T.C!1C 3I7 :�T).3CC' , - t :{- �ti].f1Ci.�UJ ,. ,iiril 1:.1,.. _ a3n . r ) -- L'I „i i ir"i_V =' :€: n eas , T C- ,,Sao_ d:,a nr-ge a::_ to E)e Constructed to € „ A y - P C !(i1 ry 'fir,. -7 .oj;ose: r._ es r , �! ✓ �-J..)f1.�).' t.}�4�1 .1,._. /� 7.J -1 I t r �'T - • , , , Y --� �( `PlLTf'� �',ri n1iSUL` lOclffl F.1.r1r' ,;and, .3 {:t7 +� percent SlUp25 ,;;.- r, __ 1Ct:i _ » < : , a� i c *r i }� , ! /J. )Jj�7- t::r}i Ji:. �.� �=' i J'Qo;n C: aOL th ;4tlFldsC?r S:7C'C7.flC�t OnS , 3 �F1rV(. 1';1.F1C1EL7L' lC)ctT)1y : ifiE sand, }{ { r f C% c _ f o 1-5 percent slopes r / .'? �! ►). ' ;? ' t.,' c} ra; _ !a • ) C' C C ;•',. !_. I }.3C:t S 1.(C i37_rE?d I I t)%r1U:1 S]act':� 1.:?.c; :_ i1).iiS 1.1 /: ,, S �G� +2�+ CJ +U7_ �t5 4 i 1 1 r i. ill ,. . ;:._ _;k., ;,i" ifs:i'!L. '_... :ivl` i`_+_: r• contractor t0 Stri. and StQCic. tQDSU?_! iF1 21-tn'?S t0 7L' d?SLIi?`bvG D}T C0115truCilOn� r�c� - n I.. `''-i •". it - r } , r ,1 ?�v ar c di.'.;tur tned .priar t l andsc2 �ng. Made Land. �7 ' 1 i_c;c<.# 'Y' c it ']' l r- rT,l:1:.i t.'i c= C•L ,rr. t -- .�.. . . t! tl SO Cad O,. a �. Un a t C ea3, a,1_ j)i, rK.kn, ),aces ,U�:c31 L.... . )l'i�t:.Ut1:i C:i)`Ji I cif;i: i i:, p 1FLand has been filled with ?Wade land. , ?i `, ,4:,'' LL . ,�';�rr,EC? - i1.5 =:1y additional sediment erosion control izeasuras deemed necessary ay the toW1l during .�_�, �cr:1,) E Prop. )ui.?.r.?i..11,; t- 1, - .. r t , a i i e 11. nt a developer. L_, Tbt' I j]j-;}t), i):1\1GI'tJ'iii: (_!.i':'i:::"ii<'c: -' .i. : CUi1S i_lIC �C):. Qi nv S � rl{)rave:LC' Lt SI 3_ oC :;1j}J.�i11C..1.Ed 'ilj T!1 d_Jc O;. , . 1'1-C)r). a..1`.'C'i ,, i ! t: _ C:i S t t! 7 C C ;S e It �, - ! (.: .). i '_ are, c?'_ 'O DG i ?SLf'de ' 1. i j.Uti L - -'f)p. i(`.. )l:, C' ':l''1 r--:: f ! , > L, ;;: . '., -- 1.Q , r."Vr�i 'ii_ , fV1 L,l}i'1:. �: r:r i aC t- n e. i , i IwLieS tr be �bt In :t�I. I ?a locations J,;,' .�_ i.. �- 1.7'Ofl•. Jl 7_l•d'�Tl LO'Ji.rc3 t..- - _ '�f -)�rA �.. 2 :,C7 O� •:S.St :7`�' L.t v o a, ed 1rOu. i:'y- CO?tlpa s, +3 ' i n 7 t ous coverare _ ?�•3 '/0 5 aW 2ri 2�praX]maC2. CQi7t�"CCtOI LU ver i`y in the _._eld - Cal! -ore you dig j I . E.:,LSi • + r cTP. aFi:lel-4 t 5 �7 , P Z i'if>;�IIPIt'I I�LLrr'Ji J b71 1.800-922-4455. ( developer shall meet al requires=,ents c% the ii,rf.° :eaartment, iT a; y, ! il r uandi parking Spaces to be marked n accordance with the State 0= Connecticut I�' :, a i3uilding Codes and Public Act 83-412 {*;; . t! j �n 1 ,is a., ` 1 rt"Clean =ill -• Ural soil i s lner L�D %7J 7xl/(r� Vg_(�i=7-:4_�rr'/1 ;r�.�' I Z.r }' ti�_ F1QL d Oe Cleo ,. E1-1, Cl._a' mer..c.S natural 1 wi1�C.^: t ln. 3 - 1,. ii fjw.icJC/t!IhJ, }f jia 'tJ? :iiti ��t_r?,1.`'71�'(fG ''.-nt� ;: , tC'rmS OI laCBC€1],i1� Snd dOeS nOt DO5e 2 Uallui.laiS t! rc'�'t i0 ,rOUIIC Cr si1rL8Ge Wc't2r" . .I j-)I�F'.3 T._�ri, i_Sni�,'-�r:J,_/Y ,�,,� /V.r' ,'7/C1,:/,.! }; C J.E~ , s , - i I Clean _il? wo-,:l ? -,!so exclude an, construction deb. s oiacktap concrete or stumps �_._F __,.v.__..._.�_. f ,': 1 �y CQnStrL!Ct10T aCCll )tlEs 5taall bi? SLSt]�eCt to t€le 3€)€]LO•la„ vZ' tilE LQ JiI Engineer. t i ,I 11 f•.1 1 i]Lttdoor �«.Ming small. be directed on :?r in; £!:•� 2-,d .s,F?1C1Ce'3 Isom tI;e road' c?nd 11 �.. I 'T_ ,, E i „ I _ t ' , `ll abuttint- 7raperties. F ` , i. f. V�I l�f�::' )- r_f.j�'!.l',.'f -,-:i=...' ,r `• L C) ` � '''' Location of e isti37� r ate:t and S,Rli(_iary St',ti.vC_r- laterals f^O e}i1St131� o w- :i',, ,./,:i;,L;_'':ht,'.1r%`-I,I t \ C7buildilit'' F- .y r,, _ a w f,; \ . 5 ', `' •-n t, E' isting building and park,incy are not. part- of this sits: plan I A ` t _ i e , �. n , 1 - � �. wi-til the exlcepcion of unaking dh(lt 't.l'1'ree parking scans to the ® i w '~ , .. n �. east, meet faith LoTexi speci i__�atcions. t = VU vA � �i 11 -�1 1. 1. . i'.}.'i " A I o � _ 1 �,C 11!Il ,IlcFl_,. )t J'E I11C)Vi Ci Uj..l: Slat` tU L3!! 3j7j7J:UVCCI .LUC:1t.LUI1. . �, y n t ,y... 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S: "`= -�.-- _ / i• t tt ' i rRr, ii E_t! 1 1 PROPOSED +~ rl 4 .: . , I _ _^ -.. f`r s �_ i ::1 P# GI'OSED C,ATCh E3ASiN - ; ,, .. . ! -->w.`.. , �� t ( / /v' 1_. 1 +1:. �Lr:r7a o� t_C^ r:r" i.. -', + j (+ - / ~-` / t, r)�,wS 1 � 1, 'i i _ {;,; ', lna... , /„,,,!!;,: .-'t• ., .. - •_� \ arm VM, rt/,�• thj:� _:LJ_, __• �''- r��l. t .)tC�`�•+ _ ', ';\1 , y 1, i:,r, `,- "kt}'S`1: - r /C , �7.; .( iC7`-/r-`)' ! ` t'/_ `_�:: F�- 1 ( g EXISTING CATCH BASIN 1. �,,„j _ t__� i i:x`si ,�. rY =./n,. .\t j! I .. r ....•�• "'....,.�"t"= 1�1`1VP?'t�l'�f'•.� �„ !_tc..a�.� '-"'�'� �, t♦t1♦ `'` �, ` t �' ��`! f.�, `,t'2-� _ f 1t V ` �•'v r,�, ? G�- . DLY= ♦ J' t r. r. , „oLs. .. �;;;" i 1 7 .. F -- n, 1 i CTRiCAL. 1 # _r_-^=- -` r _.._-. w-� _ )�c� ttt� -� - ft',�p / Cl�1.lCt l k�31 1. PRG, USSC L _ ' _ r1 ,- 1. b A,1 t' - - f. > f_ - 1. i n , -' / / / j -- ---'— E :15�!A!G �ll;T L t� _, .. \ ' •,. :5 =M.tom> =3,151� " � -'.. ' I---.. .� fcp VW [ , c� ( I' �, � t - t t _� v �. 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I �1�€,�1.� Ja,., tr, r_f_ t3Y ��-' , - s _ - - t _ It t .. - .� +a 3 -:,: /2- '� C !' !La -- •' .>,. -r"':J•!? c ° ._1•'J,;^r" / �4" ..' _ -____ s@T/�• , a' r,' �1 i �U#L S�I L N T! ! :.�. ^4 1, ; ;` o ;� _ ,. /" - :) 4.. i ` ____ _.. ....,_. ,:�_ / r�' I I -- t - - .few' ( :;,• y J ._ , /l-g� i't 5 y J! -' iF`i_.'1 4,. . ., ,- --fir }__--. q 1 N,(' F:. ;)'. +-' f-, -. I'a l , <. F \ J'Li. F. •., ,eIIR r�,�_ V.-L I t8 //-.z7-f ! i s'. u E' � \ 2Eu• t ] - + i / •t { (( ( _ !. C c. n N i�l ' LEAST t INE t J;.:.: p. L, ` ' ' °' 'F /_ I __...._ .----,..- ''_, -� __- "li7 i u ,_, 11 � o-/�-8`� 7�.; zs�is>-"�}---- �^r!,:»r.•s:& asa ..^K•sY:,: "..T,,.,,•,r•,-• Y k 1 / « _...::. ,. .. :: it ( ):-`9t 43• ) -L4'•+'? �w - v -r ; __ _ ,. . .. j 1 .,. �aar1_.,t<,s-,a--, � _.? -r�.z:-- � I 1 v ! j n T p r Y .-t rai. I" ♦♦! aV r`f APJ i I ... _ •-- `� A M 5 FNO. , l ( ! .y_ s , / x� , v,.., is+, - ♦♦t4! a c:,�_ „f -;,.;,1. - -- -� - _ I's--e dET,Of� A ; t SR.i RF t't!{LRiiR$JY .>�J4L • YPE I?0'.JhJDARY . �,f F ,t i f 't+� 9° _ � � > Ilt /- 7 LEASE PLAN ,r11rz:o:•'1,::F "a f�ll`lii I OF I.VfJS 1 RIJ�.Titis --� ' h%l : Qr_}'FI !• f�?t'; +r.r;. - � . J ! 4 f 'r•r.'. J�eP ty@p7@Sl R1t6l1fixl 1 :�iW�. L rw„i '�,%,� Ci �} LEASEE/APPLICA ! � _' -7 1 . T - .. GELCD SPACE ' r- :r= . Ilk - � z, ' , ,+ 'I , `1 °;j })['!{ TVUO GALA PLAZt4 .' 1; , GALA CY1�JV€IYD, PA_ 19004'-0943 t is THIS PLAN IS FOR THE LOCATION OF THE LEASE LINE ONLY I �; ! 215-668-7?35 QFr,�� _ . `� S. 1 PROPERTY OF s _ _ _ ij , _.._...'.' j ?'. _.iJi: ,. :li. .-..-. _ ,'.c I : 1\U1..L�iai:i(7i! i1,))'.t -C i. . ! THIRD GENERATION REALTY. �# 3• - r, `i1. ;r,!' „ia?':ISt i!,C_iju_E_' w ..) ,1.u. I --I, e -,t , I (, , 1 �� f449 JOHI� F1TCH BOULEVARD ,,; , _ .. _,.,, .. �' 1 ( "' ,,t .,:_ , .C.rt• - '- 1`'.. , i.:_'�., I;ub. It , 1.69 - )t:._* - :,•, ~i .;, _ _�1'1:=�:s .., _'Sscj _�: . SOUTH 1/11I1�IDSOR, CONNECTICUT 1 ` ,.., I. i; I ,. ,. } , 4ott f aC a N a`' � &Y ? .fi:' s.i. 1 1. '. 1i:L !`: si:L :±Il C1J{:! �..i.l�i.i:i.7t1i�I.li}.c 11 !t A!Iii ( - B ,...;.;1 °'�i•. ... _ -._ )c,,1: ;c, _ �� i Q# A_ Eh€GihEEItS ,,. �`7 �. , _ _ _ .. - o, , ...,-.... + - . _ ...._, .. .i­. .. _ ,i, it -r 3 :. , .... :, . . ... _ . 0 15 i;Att l ti PO a[) R0 i -. • � ____._ Tit I! ,.. .. , . . -, _ D COF,11FIEC ,} '...,'•:.-..-.: i _ -ti a tsLO�J°?!Pict_. _. - -- _ _ .. - ,. .. - . . -• , •,•y f• J }� 7 •I C , • I. `' lY-RE ,'1\C.PARM If, O� �'V ��5.'•!N !: ' '?'4' i iF'if'. Y _t::•.Iii Y 1,'.f., i iIa 1.SAr /u EG Sl R L'( 242-277z ACi r.:O;?C;%t;!C!= W-11i THE STANDMU)5 Of A CLAS'S_�'�_SuRV_Y AS i, _ ysa' � y ~` _ v ..----:!It ; ' ,x•J'!fIE ti it1 ';! :'()+]i:' -L`'r PRAC110E FOR S'TAItDl,TtJr> OF A("CURi,CY ���n�Ai Ed ysd(� I' SC:'1LE G�tTE I StlErj � i'10. I . .. .. . _.... . ..... ;(.t;� ,-:,` "tT' f. ,r='S 1) P17 :}�tf L7R 1 C 1IJ75 AS Aff,(h'DFJ� e I.: i ....., _ I' _ 1 i, {Y t a ry J it ,! O T) DCCf ,.s ` F - . c r T fl. r ,V.YOR$ INC_ ;T` � :`/,, � A . 3- . . • : ,'. il!� _.N,t;. .1fC111 l;S, II,Il_!ti 4. LNdD .,i1R t. t i' r -t-•s:;-,;,;•,:��m �rl. . . .. - '�,� .,...s _+_ss....T.,�...., ,_,_,.....,_.,_..'-__..Tr....._..,._........c.'ccs,,.,_...:.,,._,_r.s..v_a.�..ura1.,,..... �•..,.u..-•-�c,x _ _. W ,..,. .,_. _....... .-• , :... .;: ,. :.- .. -,.,..;:r..;r,: : ..•t.: :�L:..a~�'G „ :;'. : '::t'.Fwr._4TMcrc...�_.�sa.:s.,..•.1�...,-.....a..«....,_�... ._..-_ .. ._ ,- -.,,Iz-:::.. _ sac x ,s - -' a" :31^` ,., d....-X.,:Z.ut..,,..,�...._auZ•_'N.c.-as,.:..,-...x+♦17.5._r......_,.._..sS..._:S_�f.,.,_-W.k'L...v „..,., _. :2 T. 1 `!` i / � 1 I ! r% 2. Staple the ,! I. Set pnSl; and vtr_aysite a fi"tr," wire ---•••-! 1 wire mesh trntt}t, 1111. pr+.,fencing fencing to nn�ln Irl' dnt+r+clni,,,, , end post. ctal+ililr �+n•1 , � . Leif fl1�.Sn{qq. t min. „'ffly�1113 filter 1I1' 3. Attach fitter fabric 4. Backfill the Fabric i to the wire fencing, trench and ++� and extend it to compact the excavated sail. 1 the trench. ' Comppacted ++ Backfill , r I-nr= t !1^a„II_nll,,trt� ' I'Ivsit "v1 � Bottom of Drainageway E � t E ! p , A S ! 1 i L —I ELEVATION Points 'A' should be higher l I than point 'B'. PI.AU VIEW Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs,. Connecticut. Placement and Construction of a Synthetic Filter Barrier C>,iT'7 Straw hale stake lrcsic 11 1. Excavate a trench 4•' deep and the binding width of a straw wire ar dth f ba a bale. twine wt o 0 packed straw—�'' ': `" 3. wedge loose straw t] 11 between bales to plan create a continuous ._L1_.._.. barrier. 2. place and State straw hairs. two States pt•,' bale. compacted 4. Backfill and backfill compact. the excavated soil as shown On the t uphill aide of the barrier to y ► f!'�►1 prevent piping. v. 1'. A' j7AItL'1 -- IIAY 0AS.F9 :•;' l.•':lt �.fl ��jJ :1 ;.r,l.�� . fr::l:�y•'t ...17r •'!'.'.1 , .i{,i..., f• •..:.E';-'r.'R!•i: �_CYiyY1NG GC1,U>I'J T -. ELIO VIEW �r0�— =" •VtCW Lf AY UALG� YO 5F. f:M0CVI7G0 A• IN E7t19 r+ 1lS 4KOU119 —iri7Tt—�FJtif'd—Ella— Jr�o �e ListELY DETAIL 13ALED HAY rZoo l0N f sct lmr-14TATIOP C0rJTr,0L 0A: N.T. S. 3 \3 "B rr. cof.rc . c.c,4 ss .TS D 2" &T. COQC. C.CAS57. ' � ►,p !y +'P�vcESsED 5T�1G a IT Co NG. F_ M E� AWD W1N G No-r -�-a.-Jat�E ,Q.PROCESSED STONE v o o &%XWLIL 13 AY++ -. to COMC. C+l.. I.Z+ 1 GRAVE,-. EASE SECTION P LAN W.I- CONCRETE SIDEWALK t"V-7►`+ /,PERA-r I`3bp4IA41 �'PE9FT' A44x. 4¢ MAY-. � a� of wAc.x. Cur- lcrr7�� .v1�E SICaEh1A4.K P Al.T' S. MA X. Cl� _&rj jFGr/ors/ C-C R.r-\l /z _ / /- e9 gEU /I _Z7-g9 ,CEIUOvEA _514A5+4 (•)►O DCrAK 77DLJAI COMr 6UrS_. DETAIL SHEET LE ASEE/APPLICANT GELQQ . TWO BALA PLAZA BALA CYNWYD, PA. 19004- 0943 2-15-668-7735 PROPERTY OF :THIRD GENERATION REALTY M ,1449 JOHN FITCH BDULEVARD 'SOUTH WINDSOR, CONNECTICUT PAUMBERG & RUSSO LAND SURVEYORS & PROFESSIONAL ENGINEERS .15BARBER-POND ROAD BLOOMFIELD, CONNECTICUT 242-2775 SCALE I DATE SNEET CH CKED NO. ,TS• 7-ze-09 5 0c's - ` r �G N