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Home My WebLink About99-23P_W.J. MOUNTFORD, INC. CORPORATE HEADQUARTERS SITE PLAN OF DEVELOPMENT_COMMERCE WAYrnppnRATF_ "FAnni1AP_TP_Pq V SITE PLAN OF DEVELOPMENT WAY SOU H W TD) (C U prepared by: CJ� NOTES esign rofessionals, inc. ■ Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 OPLANDMTMCS Landscape Architects • Development Consulting Planning & Zoning Consulting 136 Simsbury Road Avon rT 06001 (860) 677-5267 Fax: (860) 674-2693 EAST WINDSOR TOWN LINE / 5GP R/YER c r o/PY L` CqN� Z cw } \ S1Rr`�� Q q ITE p� AYAI/BER 0 o c� 0 0� 80ARD 5 EA ST 1MM7SAP RCL EDUCA770Y Q Q CEVE7ERY �ELLSMg47Nf Q LW/ 11%;n r-L. J4 I THESE VRANUNGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED 5PEGIFIGALLY FOR THE OANER/APPLIGANT FOR THIS PROJECT THEY ARE NOT TO BE USED FOR ANY OTHER PURP05E OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS ARITTEN PERM155ION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. SoUN NG Dip R P�. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLE 9$(�II-BEHEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD F71WARTEL LIC. No. TOOF OTH WINJr: U THORIZED SiGNA*r APPLICANT: W.J. MOUNTFORD, INC. 205 NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 291 —9448 FAX (860) 289-6382 OWNER: MT. FORD INDUSTRIES, LLC 205 NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 291 —9448 FAX (860) 289-6382 KEY MAP scale 1"-200' AW /Or N/F ABUTTER LIST 111 15 359 BURNHAM ST, E. HARTFORD, 06767 D&L CAROM LLC 16 854 FOSTER Sr.. COMMERCE WAY ASSOCIATES LLC 19 154 COMMERCE WAY HOYT, ROB£RT L. 20 154 COMMERCE WAY HOYT, ROBERT L. 21 140 COMMERCE WAY J&M GRINDING INC. 22 140 COMMERCE WAY J&M GRINDING INC. 28 180 GOODWIN ST. E. HARTFORD, 06108 L&W ASSOCIATES 29 145 COMMERECE WAY R&W ASSOCIATES LLC 30 145 COMMERCE WAY B&W ASSOCIATES 31 780 PROSPECT HILL RD. WINDSOR, 06095 THE REAL GROUP LLC 32 17 PH£LPS RD. E. W/NDSOR, 06088 WAMCO XIX LTD 33 100 OXFORD D.R. 1 UKIS/K _fAN M & Ei 11�Aa£TM r 34 359 BURHNAM ST. F. HARTFORD, 06767 aii CAROM LLC 35 PO BOX 415 E. WINDSOR HILL, 06028 SHEPARD POLA INC. 35 PO BOX 415 E. WINDSOR HILL, 06028 THE ✓E SHEPARD COMPANY 37 PO BOX 415 E. WINDSOR HILL, 06028 CONNECTICUT AW RONAL BANK TR 38 PO BOX 2099 HOUSTON TX, 77001 SHELL OIL COMPANY 39 PO BOX 415 E. WINDSOR HILL, 06028 CONNEC77CUT NATIONAL BANK TR 40 PO BOX 415 F. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK TR 41 ,vn BOX 415 E WINDSOR Hai NA1-1I BANK TR 42 26 SCHWE/R ROAD BRUCE A. MANE£LEY REAL ESTATE, LLC 122 16 359 BURNHAM Sr.. EAST HARTFORD, 05028 D&L CARON 17 87 RYE STREET STATE OF CONN£CRCUT z0ft Data Bock ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 20,000 s.f. min. 61,998 s.f. Lot Width 100 ft. min. 190t ft. Lot Depth 150 ft. min. 300 ft. Lot Coverage 50% max. 15.1 % Impervious Cov. 65% max. 52.2% Phase 1 61.6% Phase II Building Height 40 ft. max. 26' (PEAK) Bldg. Stories 2 max. 1 Front Yard 35 ft. min. 78.7 ft. Rear Yard 25 ft. min. 132.3 ft. Side Yard 10 ft. min. 17.2t ft. PARKING REQUIREMENTS: Parking Space — 9' x 18' min. Use (Industrial) — 4.5 spaces per 1000 SF Office 1 per 1250 SF of Warehouse Phase I — Building = 8,400 SF Office 4500 SF * 4.5 = 20.25 3900 SF Warehouse = 3.12 23.37 Spaces = 24 spaces Phase II — Building = 8,400 SF Office 6100 SF (Internal expansion) * 4.5 = 27.45 2300 SF Warehouse (internal reduction) = 1.84 29.29 Spaces = 30 spaces Provided: 42 spaces with 2 Handicapped 1 2 3 4 L1 Al SHEET INnFX COVER SHEET N KEY MAP PLOT PLAN TOPOGRAPHIC PLAN SOIL EROSION & SEDIMENTATION CONTROL PLANTING PLANS ARCHITECTURAL PLANS b-\13963' \ ss✓d 3� UNAL DATE: April 14, laaa SHEET 1 mr , s 1 f•. e - s ,'f. "'terms° Cr . e`•'°It, ��e't� '% JI r ` W, Iwg �c i *�, ( ' S a +'' ea ; :f A L � t p I.. iR Amp, r r1�4 a r7 y aQf if i! �� R �t�{Y�/1 ". t+I��i �T� Y ] v 1�>I r `f .rt1' �r r 4, k ♦• } .� i� i 70a•,A w . . r•�t' t r daf " , C ^„ '9' ti < f •,11°,{ L, ', r `4.` ,-I: i , ?? •xi 1M_':i� V ry++ r -t , �'.. t• ,a R,', .., .r'fi , r-'7. II. 'Mi .n4. St^ '♦ r°! �... .. +, ] I-e 'W.w, 4' f r J KT,N!' .ii -- _-'Cf �. .Iv Y,b V,.T. '7%,,.!,;, Y:•-'iiy�` gyp..'.. .-_,�'.- F=.. .." 'tea.. .t •.'R'> 4.•. y a G� �.. . x p ,W .f ',k' `e t A ! r- t 741. r` t- t i -'tit•_. �, ty. 1.. s a `r7 . A�' ':Y , e��A, .' .r 'rR 1 r LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN a MONUMENT TO BE SET S/, yT,��. /��"* // "";� O� �! /0' V� F 'A'' 'y' \ 0 s F!c^ ', q t; - �lct. tlro. !. ED r co - ,.,_ 7Z � - / • I- \ - /y9,,,_ __i R1 --, ---�,,, \\ /., 1, §k ". ',� (T�) � �`, N F1i hC FISTING -501t�V,t50 \ -5 s°. \ \ -,.. \ /°. MATH PLASTIC PRIVACY / _'1 STRIPS / \ Rio, �* \ \ %% // g A REA 61,998 s 0` s/o\ \ 1% 1.4 A c r J? r��0 \ / / DUI1PSTER PAD / °' \ / r \ �_ / "/ ,/ ` J \ MECHANICAL PAD ' \F� LOT 39 r N \ \ \ "Y \ F \ \ '�,� �*K Oi-' ,-, \ \ pr4Fs \ R°\ ;ZI-/K I-, ?s �F LOT 40 `) / ti� 1r0� O; j6 \Sss \ / <el?,(- 11_�>J�5��"_�"Q 6� . 1 \ \ / 14% / / 15' \ \ EN - I �, 1. P. i{. \ ', 1 \ a + \ '��< N \ 'SO � \tist \ �°\ - __ t— '_ '. A (91 Ii- I �, N HANDICAP MARKING DETAIL NOT TO SCALE / / / i___ . . " S" ,S,ti, Fo O pq R = 00.00 3n \ SSS "�eo T = 16.52' 39� c,0" r ,L = 33.01' qRD 1 6 F ��9�4. , !h • `1 v - �. / ^ \� �.� \ , P \ + , / , ,1� / \'37s, • !k Q s°• • e'9c�\ . / / _q // / \ \ , = 33'43'41" \ 1 _AX = 300�00' �, 0 1�, I p1�1lc' T 90.94' `, `' p�Q / L \76,60' '0 16 ,\ / i /°err / \ \ \L GAT�OO/._(6 ��/\``•`/ r \ f I \ \ 1> \ \ \ . \, � , \ `� � �,, o � N O x -,�N_ OLP 1 ��OZpo_ o ` 9 (- � l I n T 41 _*6 \ 0 \ m \1, r ,IK --- \ It- 11 `yy 'P \ \ �\, t , /`J 1' �,` / �� ' '" -- � _��,/�� l SNET \\ S 94 g19 W 1704 EXISTING -'J '14, I. P. i i ..•i � r a ' " 0 R STREET t-o�> /'' '' _•� / ice"' ,mil �� SNET 35 FROM A�i /' I �'- /' 1702 / I _ �--1 / / ..- .6, � SNET / N? .OB 20 E _ . 1701 /'' � : ..��'7�_� SNET ��_- I /' / t CQ SNET �— 1699 TR ; / . . . '' ;jj T - a`' 8 LT ..d ` . > `" .'1 X j" ;I r If 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 rHRU 20-300b-20 0-0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICU T STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN A _ mc.+orn INFORMATION. ALL EXISTING UTILITIES SHOULD s 5-10-1999 Approwl Letters RA THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE 4 4/26/99 Engineering Comments RA 10 a BE FIELD VERIFIED PRIOR TO CONSTRUCTION. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL 40 0 20 40 so 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ACCURACY CLASS T-2. 3 4-16-1999 Arch Review Comments RA BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 4-14-98 Wetland comments RA CONSTRUCTION. ( 1N FEET 1 4-7-99 PZC Omissions RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 inch = 40 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE " I OF THE PROFESSIONAL ENGINEER/ SURVEYOR. NO DA TE I OESCRiP TION BY RICHARD P. MAR IEL LIC No. e'" - tii_ .3 ':_fit. . A.. ., ,. .•... ...' �. ,�,t - .4. '1'r' --'.$ 4�1- s , t. _ ♦.. .,_ `.t t: n . , . `" 4; s e ." K ,a tit n' 1ifJ--W ar -'..•. } • , 'tp 1- '1 { „ Ct!i ft f .: A.: •, a,., r Wr 1? yi� e►Y. if :.j, S. _ t "'"•i �17, . -... r .. . a . .. , i .- t ;. F �,�1 1" P'f } !ri.d11. .• r. r,r �. ~,f. �, r, k"o r� REFERENCES: i , t, . .. '' �. ` r 0. .N- u ,r< t: w,. ,. r 1' . , . ., f. S.' .y�y 1 �• t • �' ;• :� t`• s s . `t i'- -tat t�iW. l' ' , fi- ;... ,. • ''r, •..r ;...,.. „r.;.y..,.�.,!.:a: ;.�' .''.'-• i~:.r.r,s„,. ..y. -. r, 1',• k. '' r.:';. ._ " 11 a ,.,, t..O . ,.v, ' i, Y i $ 1 » ,: „• `• I ',1 �>.. �..1 ,r. , ,r7. , ;.tr, 1. PHASE II—JOHN FITCH INDUSTRIAL CENTRE—SULLIVAN AVENUE AND RYE : • "'" t .. `: `' STREET —SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100'. DATED JAN. 1987 '�-' ,, REV. TO NOV. 17, 1987. PREPARED BY LUZZI ENGINEERING AND SURVEYING. / a •' ` , FITCH AL CEi 2 'D S BUILT JOHN INDU TRI JTRE—COMMERCE WAY—SOUT . . , , � , :. . t , S H ' • WIN SOR, CONNECTICUT . SCALE 1 "=40 , DATED JAN. 1995, SHEET No. 2 OF 6' a.'• . . , 2. PREPARED BY LUZZI ENGINEERING AND SURVEYING. �"*1a , ,... , ,.' 3. "SANITARY SEWER CONSTRUCTION-SULLIVAN AVENUE AREA -SOUTH '' w 'Io WINDSOR, CONNECTICUT—RYE STREET 0+00 TO 20+00". DATED DEC. 1972, '.. 1,. y' ' ' REV. TO JAN. 2, 1973, DRAWING No. 24—A. PREPARED BY JAMES S. MINGES AND ASSOCIATES. , ,:.<, .I . t .�„ - '. Ci *';l. :. 1, . 4. RESUBDIVISION LOTS 30, 31 THROUGH .34 & PARCEL r'C" PHASE II JOHN I4. ^, FITCH INDUSTRIAL CENTER SULLIVAN AVENUE, RYE ST, COMMERCE WAY," "'. SOUTH WINDSOR, CONNECTICUT SCALE 1"=100', DEC 1989, REV FEBRUARY : :-:'I , 7, 1990 PREPARED LUZZI ENGINEERING & SURVEYING. ".''',' - -; i. ,.'p• . 5. PROPERTY TO BE CONVEYED TO STATE OF CONNECTICUT BY. J.F.I � _11`1f"�, '�. ASSOCIATES, INC. SULLIVAN AVENUE CONN RTE 194, SOUTH WINDSOR, �'IL""-"..;;; CONNECTICUT, SCALE 1"=40' MARCH 9, 1989 REV AUGUST 16, 1989 �•. t '�,s PREPARED BY LUZZI ENGINEERING AND SURVEYING. g t,, 6. RESUBDIVISION LOT 42 TO LOT 42 & 42A PROPERTY OF D & L � * . , ., ." k. ;, . w . CARON, LLC., 85 RYE ST., SOUTH WINDSOR CT., SCALE 1 "=100', JULY "L. ", " ` .' 23, 1998, PREPARED BY DESIGN PROFESSIONALS, INC. - ,a,l ;lv . 9. ' 4 t j Y :',,V rb. NOTES: V 4 = t I A ,,:. �, , ',�. I. r 2` n, - k. y ,- , t 1 µ, 1a11 . ,. • 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. ' ` a" w; ` t ` `7. F A' 2. HORI7ONTAI DATUM: MDC. k� • ' I. 3. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR {, A�7 av' a ,' ` . ,L. RECORD SANITARY SEWER DRAWING ;' ' ram -& ' • . s k' t 4. ALL PROPOSED CURBING TO BE CONCRETE. ;, , { ,A ; a' >r 5. NU FLOOD PLAiN OR WE TLANDS UN THE SiTE. , i i . ` ` I ` . � '�vs r r � ,}. ' x . .,,t' ( . '' ;' ,Ae ., , � -kl , 11 IV` --orun o- South. `ll�u2d6at .r' •Sao SULLIVAN AVENUE • SOUTH WINDSOR. CONN 060/4 F,i��AREA COCE SW r 644-251 1 f. May 5, 1999 CERTIFIED MAIL Mr. Peter DcMallic Design Professiomis, Inc. 165 South Satellite Road South Windsor, CT OW74 Dear Mr. DeMallie: Ra: Appl 99-23P, Mountford Site Plan Stre Plan We ate pl=&cd to advise you that: the Plauniog & ZoningCommisaion voted on April 27, 1999 to approve wi h modifications the above referenceit aWlicsuinr bur a Site Plar. of DevelopmtaN. Thas approval is for the construction of m 8.400 sq. i.. industrial building on pmperty located it 170 Commerce Way, 1 one as shown on plane preparod by Design Professionals, Job No.98-1192, dated 31509 as revised. This approval is subject to the fo:lowing anodu7canons: 1. Pnor to cominenvemcns :,I tansy site wuru, a mcrtinl: must be bold wilh Fuwn Sta17 2. No building permit wall be issued until the Enal mylm :1s•:e been tiled in tic Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands AErncy/Conservatiot: Comrnis&Otl, including a bond in the amount of $1,OIX1 4. An as -built plan is regni.-ed prior to issuance u 1 a Cm ili ats; of 0ocupsutry par Suction h.1.10 of the Zoning Regulations As built must utckulcshed addresspropeny, 5. Footing drains arc rcquircd :f the buifd=S has a base:lterl:. 6. i.ardscape rond in the amount of S2.00ti is required and must be s.ibmitted prier to filing of mylars. 7 A ll plan. ,Seth ,n lbe tick' by 1he &-v`d—cr m,rri be-u pre clnrrrr anal aulhori Arv1 ail-ISMof tl- Trnavn nr SOULS Windsor. S. WPCA approval is required. 9. If a State Traffic Commission certificate is rcquimA no building permits will be Issued until the certificate has beers issued (per CGS §14-311) I0. A wmva to allow padnng spaccs to he 9' x 18' has been granted. if Engweenrig comments dated Apnl 22, i 999 must be addrr red to Hlc •1 ow•n F.:nganeer's safish cbm. Black and white tnir.sparian mylarti of Sheet 42 w .Ill the above modifications, together with three bltxprr:n: copies of t r entire set of plaits must be submitted to this Commission witim 3D days lobe stamped and signed, 'nie letters of approval of this COmm7SS0'1 as we 1 as the Inland Wcilands Ageracy/Cassen•a±:on Commission must be reproduced on the mylars. Alter the mylars have been signed by the Commiss ri, they will be returned to you for filing in the Office of the Town Clerk. A11cr fil.nS tbeae plow, a copy of the receipt must he submitted 10 the Planning Depattmeat smcorely, w0ter-Mealy, Vicet�-hairnet Planning & Zoning Conuuisslon Wh'Udlw cc: Town tingmeer Chief Ruiiding Official A,ssessur Superintendent of Pollurun Control Piro mm.,ial April 27, 1999 Certified #P462497995 MT. Ford Industries, L.L.C. 1 White Road Tolland, CT 06084 Dear Madam/Sir: At &.e April 21, 1099 regulr merting, thr. Inland WetlrindR Agency,'Conservation Commission approved appl. #99-23P - MT> Ford industries- C:onservation -plan lierrn,t/E & 5 review fur the conaL-ucuon of a 8,40U Sq. ft. building, parking lot, stormwater structures, associated improvements on property locat-d at 170 CoTiLmerce Way (Assessor's map #121, pet•cel # 17 & 181 1 zone. This approval is sub,,cct to the following conditions: 1. One b,ueprint copy of the enure set of plans and ,his letrer reproduced therecn, must be submitted to this Commission. This must bt: completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission Shull be considered h,>ving met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liatbAity, which might result .from the proposed operation or use. 3. The permit is valid for five years ar_d shall expire on April 23, 2004. it -- the lando'-.ner(s;/orYL•cant,$) res-Wrtsibili ;• to -oc� c:p,..,_ ;.t dates and notify the Commission of a renewal request at least 65 days prior to cxp;ratior.. . <T MT. Ford Industries, L.L C Apnl 27, 1999 . '• �: .,k `f "" }"r]! R s' ; t ' at , Page 2 ? ,, v,� .. ' 4. All approvals required must be obtained and submitted prior to any e 1 ," `: activity on the site A., i;rw ,, 5 A contact person shall he identified or, the plats I 1vS .a ar 6. Vllerecotnmetxi abond in the amount of$1,000 be submitted to the;; Planning &'Zoning Cnmm{s..lion to e-nRure compliance with the r:', y Erosion and Sedimentation Control Measures. d ;,: - is 7ti t ♦. 7 Tlx: applicant shall inspect the, dra•nage systern a minimum o` two ' a `i . ,' t• times of year and cleaned accordingly. + " r1.• i -i Very tI'tt y yours, ' h' I.:f r' ,- ��`. INLAND WETLANDS AGEYCYj i 'i 4 4';; CONSERVATION COMMISSION � " h s r :- y }' ," " !/ '�Gt/ r�L'�/nl� to _ t 1 k ' • " . ,T S i' 3izabe A Wtarren, Chtsirprrsou , b:, :t .t r; :, r, is ' \W:r1r ; ;' t r • r k cc: Chief 13u:ldmg official h } j` ° , . {, t Y .' a Planning 8r Zoning C:oninussion y >. * � rr Town Engineer i , , w " ' 'a : , sir f <, 1 I . r %t ,! t y t 1, r ` ' , a . ' �' 1 . fir• r ,.�♦ j" , . r tT t'i'' Y n. � T 3. ,t� �.r tl� ,7q - ... .� r , r-/' •i \ ,t " .,.f, y,.� ,� i•� �'n ' ,, r" yet• r " ��'.a' 1'',". '{•YY •S+/+i Iq • . , }. .. . Sy .'� s y ', , �'. . ! .'J. r . '� ?A t"'SJAr•+�:r �r t .sK ',i' �. .. r. 1,1 l+, t'. ;,`'r. t f. t _ a'' S .i. .fir,} a:.'s?�'S.iiwr�,rfA,,' .. - - ;r,,. -t tar y`: '.,.:. ,�,... ., r. ~its i'. r, ! 4 ti 5'. 4 {. . w- !. t { w i. y r e t k' �' `. �,, '1 : Y '. .. ,. a . } :,� ;, , �; ,. .:V a'. jt, ri... t x/ -q.'• �`• ,M1 J. r • I. .., z< � � •t . { R r '. . {. 1 '`•Y e'•,..", . - Ft. _ ,l '),.,, :•". .'4"r, • .'0 :• :'V �I ! 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I .e ,, a { {; a'. yx. ♦ { �°4>y a. :(. s v r' iST {$may �•�`-1ti y � i' '' i ys' y— t4 t �, y ''1f t - a�• K s " + . r� : -: •' . : „ ,$_ , . ,� . �`` . u^•. � . , , .: u, . , .T� ,,,, ,, �'"'�` . : �. � � . . ,�' ,7�-ir � Hsu •�, t ' �_ �e., _ , er a t i 860 291 8755 Iesig00,,n 114I 40I�I, ( " iii"yk :,ty 4 0�";, 4, ��ft, V. -l"�'. _,',-�-.., v, , 0-K • a rofess�onals, Inc. ! Civil Engineers r Planners • Surveyors • CIS 165 south satellite road • south Windsor - Connecticut 06074 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET �� . MT. Ford Industriesi LLC DES/GN.- RA ORA w- RA I CHECKED: RA/RP �7® Commerce Div 2 ✓OB No.: 98-1192 DA TE•' March 25, 1999 4 DRA wNG NO.: 981192 0otliltinIsor `�II' nee Heat w1 h� T • ,o , y .4_ �,-7f v�i4T ,. �Y �'lS,�,+.,_,j"iR •, ;•1 1!'a` _ _>€ R it �* ' a 'J�y� ,.. Y' , v ��y A y. 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'k . r �( '�!<i7T' ,+... ;Kim ,• • i. i, J x +.r n .1 ... r n+ a # 40,, "(.w.. , it .+Tr,' L}lpri .�!` r i; .+k ..' ii.i' - ° ,..t. Sy .:.• , :k. _ Sri �`uT. 1. , i'{ a+^; 1 11 � p ' v" - Yew` 1. d 4 ,; N" J Y 1` d ,}, it J- 6 I M Y k P' 1 T I. i "I Y7 ":1 1... ., .� .rye y t� � -��•` �) •� M1y� /•�/��+r�/� /fir^ .r '['y�+� �� i \ k.Y M '��. .;'�•i1. 'L ] ' 3 •d\ .t. „y 4 � M '11 C � F !` h K F � 1 F \' x-.. �r 4� .I�u.. iQ� T. l L i ., f.f:JAE. -1 ,` A._ Y �� , .. e-..+. a•r .w .Q., t ,r.,,0 .r,. 1 .a, J , ,I { ,r "?#Cr-+ ",,.; ae <,7'•1 �1 l / :�s n `, t �5,� „; ,'.{;. .� .Q .• _. - .�.... rM 'fA.i. ,.-M I- Tel l ,a. fir, 41",,'F?'. I. -, _ y FINISHED GRADE: .- , +:r :•.,. ;r' ' M . `, j4"4 13/18• = :}: ;'�, , Y, - -", NOTms ' rev ".' , -JOHN FITCH INDUSTRIAL CENTRE-SULLIVAN AVENUE AND RYE 1 PHASE II 3 MIN ' `" "` , 2r.,h_, '• ALL E)ftEIgOR `"" of CATCH ` PAINTED " ;, `x` STREET -SOUTH WINDSOR, CONNECTICUT". SCALE 1"=100', DATED JAN. 1987, 1.,;,.*, , -` • � �TE� w + REV. TO NOV. 17, 1987. PREPARED BY LUZZI ENGINEERING AND SURVEYING. RICK LEVELERS eD I -I I. r • 2. LADDER RUNGS 'SHALL BE PRO'- , V1DED IN CATCH BASIN WHERE 1'-8 3 8" I "0 r HEIGHT OF STRUCTURE EXCEEDS �� n s 1' V. 1I I , 1 I46 FEET. 2. AS-BUILT-JOHN FITCH INDUSTRIAL CENTRE -COMMERCE WAY-SOUT14 ' - r. r�r 3. IN SANDY S01L5 APPLY DAMP- WINDSOR, CONNECTICUT". SCALE 1" 40' DATED JAN. 1995. SHEET No. 2 OF .I"` `'PROOFING ON ALL F(XIR WALLS. / ' r.. "; 4. RED BRICK( NOT TO BE USED. 2. PREPARED BY LUZZI ENGINEERING AND SURVEYING. '1 , + "` `�7 13/16' 1I5. WHERE PRECAST CONCRETE UNIT ;, .- 7 u'I I'll IS USE° FOR SUMP THE TOP OF i +;1 s BELOW TTHEE BSHALL O MM OF TAT HE 3. "SANITARY SEWER CONSTRUCTION-SULLIVAN AVENUE AREA -SOUTH;; ti �"� �,,v'`.7PIPE OUTLET FROM THE CATCH •� dcuss 'C' CONCRETEL � N. WINDSOR, CONNECTICUT-RYE STREET 0+00 TO 20+00 . DATED DEC. 1972, 1OR PRECAST UNIT 8. WHERE MASONARY CONCRETE UNITS REV. TO JAN. 2, 1973, DRAWING No. 24-A. PREPARED BY JAMES S. M•INGES1��.m I-- _ _ I I ( ARE USED frrrl,DF�C�l l ING Wly w r PERMTTED. MAX. CORBEL TO BE 3•. AND ASSOCIATES. ., :i. �a ti4 5 - 8 3'-0• 8 �- 4'-4" NO PRO ECTION SHALL EXTEND IN- 4'_4. s1oE °F "'T5 4. RESUBDIVISION LOTS 30 31 THROUGH 34 & PARCEL "C" PHA it ` CLASS 'C' CONCRETE PLAN VIEW 7. ADJUST FRAME ELEVATION , EL SE JOHN OR PRECAST UNIT WITH BRICKS 6' TO 12" FITCH INDUSTRIAL CENTER SULLIVAN AVENUE, RYE ST, COMMERCE WAY,: Yam. 8. PROVIDE MMIMUM 2'-0" OF " r � , COVER OVER PPE AT BELLS SOUTH WINDSOR, CONNECTICUT SCALE 1 =100 , DEC 1989, REV FEBRUARY' 1s ' SECTION A -A SECTION B-B 9. PROVIDE 8" of 3/4" TRAPRocK 7 1990 PREPARED LUZZI ENGINEERING &SURVEYING. .!,� UNDER EACH STRUCTURE AT BASE . U" r <B ` NOTES. 5. PROPERTY TO BE CONVEYED TO STATE OF CONNECTICUT BY J F.i , `' 1. ALL EXTERIOR WALLS OF CATCH APPLICATION OF GRADE 4 a .4' BASIN WALL BE FACED. PAINTED ASSOCIATES, INC. SULLIVAN AVENUE CONN RTE 194, SOUTH WINDSOR, .. Ky 2. J4DOER RUNGS NTHSHABE PRO- V-7 3/8•' - • 8" ,•-, s/8• I--- 4'-8 3/4" -.) CONNECTICUT, SCALE 1"=40' MARCH 9, 1989 REV AUGUST 16, 1989 % I >�`,° VIDEO IN CATCH BASIN WHERE PVIy1T_ CRO$S-$LOPE_. Y 4 " __.�_ PREPARED RY I IJ771 FN[;INFFRINC, Awn SIIRVFYNj(,. Y. FIf IGI•IT OF STRUCTURE EXCEEDS BRICK LEVELERS 8 FEET. f/) 1.1 t 3. IN SANDY SOILS APPLY DAMP- 1n T- 1 -1 � 1 2 -8 3 4 < .: ,, PROOFING ON ALL FOUR WALLS. Xi � c 3-5/B• 3-5/9' 6. RESUBDIVISION LOT 42 TO LOT 42 & 42A PROPERTY OF D & L 2 1; 5. MER4. RED ERICK NOT PRECASTTO BE USED. CONCRETE UNIT ��" N '_ � --T CARON, LLC., 85 RYE ST., SOUTH WINDSOR CT., SCALE 1 "=100% JUL Y f�,. IS USED FOR SUMP THE TOP OF 3 ao x _ THE UNIT SHALL BE AT LEAST ZERR .L.qv 23, 1998, PREPARED BY DESIGN PROFESSIONALS, INC. 8" BELOW THE BOTTOM OF THE . g tK �� PIPE OUTLET FROM THE CATCH ,3x W BASIN, w ' ; 6. WHERE MASONARY CONCRETE UNITS U p r ARE USED CORBELLING WILL BE CLASS 'C' CONC. N 0 TE S PERMITTED. MAX. CORBEL TO BE 3". LzI; OR PRECAST CONC. NO PROJECTION SHALL EXTEND 1N-� BLOCK 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. SIDE OF LIMITS. `' 7. ADJUST FRAME ELEVATION ," IVATH BRICKS V TO 12•I. 3'-0" CLASS V CONC. � 4'-0' � 2. HORIZONTAL DATUM: MDC. ' Y 6. covovERVIDE laiPE AT BE�s 4-4- s-4• 3, VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR 9. PROVIDE 8. OF 3/4' TRAPRocK RECORD SANITARY SEWER DRAWING1. i UNDER EACH STRUCTURE AT BASE. SECTION B-B SECTION A -A 4. ALL PROPOSED CURBING TO BE CONCRETE. `j, .T nC" r y�� B r��,S e.8� � o = 06.18'13" TYPE 'C-L' CATCH BASIN TYPE 'C' CATCH BASIN 5. NO FLOOD PLAIN OR WETLANDS ON THE SITE. - ' - jI. ' ry CB 2 3s, +� \ ny � A \ R = 300.00' not to scale not to stole y' vb + _ \ 'I'T ° 39 U" \1 ` 9.1 P L = 33.01' r \ /` % Qn BO S,�ED #1 \ +o,' \ t %, � PROPOSED GRADE ,p +- Rk h A ARY LA h Q'7>ti ,I 1 ,,:,1 \ q \ .M H. eve �: '� � +81.5 'A . x 4 w \ �y O • rr�x s I'll, -1 �F.L=73. 5 a \ � O 8os � EXISTING < a \ + NOTES. I.P. \ y (�"� \ x e 9 A A \ �/L� . 79_9 \ • t:fl � I'("-} �, / 1. Bottle construction to be or oat material sith tltru holes above outlet \` \ /` \ �n \ \ %� •� \�) \ / BwAN.. or mortared cement bbcb wM weeV holes above outlet Ilw71n•. \ �F* g ry \ •'� ® \\`O. L o t 2. See standard details for catch bosin hours ! grate, monhob A ame to \ ♦ FF = 82.0 ` \ �G\.V \ ,/ Dour. raise manhole d.talb and tlplod trendy section. . ' \ �YT 1 M mkwm steps stop be IrIeWed at 12- vrttod Inbrvds kam 12' (max) I below tap of irons elevation to 12• (max) above In" bottom elevation \ \ WITH PLASTIC PRIVACY & - x 0� .0 \ \ \ �- � L_ at each access point. STRIPS / 8, 9 +e ` � PTO• 4• SWehre shop mast M-YD loading criteria DEPTH I INVERT \ {� g sy. /$ INV.=76.7 • k'4l,I- \ ` \ ` � 'EX, �'^ r\\� m VARIES SEE PROFILES \\ / 80.8+ �Q� \ \ \ T.F-79. .� Imo\ / ,3Q' \ • a, \ \ \� F.L: �7� . =1 - PLAN VIEW I ♦ // <- 81.9 '� \ +81,� •9 / \ , \ \ B0. EX. C.B. g / ` \ 1 F:L.=75.66 4" I Boom (9.Sjl,/ft) ADJUST TO GRADE WITH MAX I \ ♦ � , ,r %. S/\ 9 // +� \ \ /g/ / / \\ \ \ \ \ �` \ \ STD. M.H. FRAME - 7• 2'-7• OF TWO COURSE OF BRICK �F �q ° �� B3 8� Q+ o 33'43'41'� � �EX. S.M.H. AND COVER ' / .��p� T F.=gg0.58 10• MIN 2'-8 3/4• I ni\ / DUMPSTER PAD S X `'• .00' , F.L.=73 48 I \ / • PX, T 90'94' `\ ►•�� 1'-10 I T- 6 IN. I ErENn 0 IRON PIN TO BE SET EXISTING IRON PIN a MONUMENT TO BE SET = =0= = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE = =0= = EXISTING SANITARY MANHOLE AND PIPE - S - SANITARY LATERAL - W - WATER LATERAL -�--- EXISTING CONTOUR ^- an�_ PPn[Oncl n rnnlTnIICJ v. v...w vvry 1vw„ <== SURFACE DRAINAGE FLOW DIRECTION J I URM U1[AIIVAUr_ JL,I'1GUULL CB TYPE T.F. INV. SED 80.85 72.28 1 C 79.7 73.08 797 J',".7 3 C 794 73.81 4 C 79.6 74.7525 CC 79..5 75.39 UPSTREAM STORM STRUCTURE PIPE INFORMATION DOWNSTREAM STORM STRUCTURE SED 11 14 LF - 15" ADS N-12 O 0.01 FPF Ex CS CB #1 80 LF - 15" ADS N-12 O 0.01 FPF SED #1 ,,'.,u #2 10 LF - 15" ADS IV-12 O D.01 FPF VD #I CB #3 55 LF - 15" ADS N-12 O 0.01 FPF CB #2 CS #4 94 LF - 15" ADS N-12 O 0.01 FPF CB #3 CB #5 64 LF 15" ADS N-12 O 0.01 FPF CB #4 h. �. PP" 7,7 y/' "I'll °1? (.x i!�1�}I 'v vi '-yr t^ L. :�+y hL ' ' ��1,v fin/ !g \`ry�� y " 4it'1 y ' ✓' f ,�`i ` "yina, .d , CJ �, <i. .( t. �7,, ! JK i' t f. 1. PY Ala 7 'ri i� ' d ,- ^y:,v, k;,i.. r:, "'tL, , •r n. J!' ti' T1s .r•b, y ni .. .1M 4' Y y_S7 ' �: ! �rYj' j 1-� .1 r' r 6 DUMMY GROOVE 5"-4000 PSI CONCRETE SIDEWALK 1 1/2- R 5- W�F WITH W6X6-W4XW4 1/4": 1' BITUMINOUS PVMT. a ----�---! -"-aa i0 • q .a•a, ♦ A t • l 1 �slp►, b4 rti w ,b P'I•bW :,�'e w 0. sac e a CONCRETE CURBING 6• PROCESSED GRAVEL SUBBASE 6" PROCESSED STONE BASE ~%ka/1P9P" P.M_ e.. .I .►r----•. e* . o /0i *\� L= .44 /r EX. , Q` T..= 09 9• h \ F.Ln=71.gg1-N R F,LIn=71.37-E �A i •\ �' _ .33 F.L.In-71.64-S \ \ F.C:a,0 57 F.Lout=71.37 •\-011-� � c , ` c $� }y �s�\\r . /% 1�\!y ` yFF /� It, gf s / 1 Q �\ 0.,. � Q0 PROPOSED "; ,' V.,79.51 SIGN e I / o 00O -- * \ I/ SSS 7 L>'•9,I �F'Q� NOTES: CONCRETE SURFACE TO BE SCORED AT INTERVALS OF 5 FEET, WITH TEXTURED FINISH. PROVIDE EXPANSION JOINTS AT CONTACTS WITH EXISTING STRUCTURES. LOCATION OF GAS MAIN TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION OF SANITARY MANHOLE gNF L 72.45 := 4 13/11 STANDARD PRE( CONCRETE UNIT PLAN VIEW I.D.+7 .�< 12, MIN. le, 00o0o0000000000 PAVEMENT SECTION DR LAYM / STREETS / 7 ' °' LANDSCAPING (SEE PLANS) CROSS-COUNTRY PAVED AREAS i t �)1'. 1, WARNING TAPE - MIN. 12' 4•� APPROVED GRAMM NON- •� , MAX. 24' ABOVE PIPE • ORGANIC BACKFILL MATERIAL t, +`.�, . L a• • A. . PLACED AND COMPACTED IN - 1x . APPROVED BACKFTLL PLACED AND COMPACTED IN 12' LAYERS 1. ONE FOOT (1) (MAX) LIFTS. _ ' ' , " hN-" t 4. A (OR AS OTHERWISE APPROVED) r'� NO STONE LARGER THAN 3' .AI<. , SAND BEDDING PLACED AND YIAIit11NG TAPE PER CONK. GENERAL STATUTE SECTION . a - COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. • 16-345, AS AMENDED, PLACED ..4 * . " + , all ^'.,• ` MATERIAL SHALL d.. a. It (TIN.) TO 2r (MAX) ABOVE ` ` X v ,!� > MEET D.O.T. M2.05 TOP (F PIPE • 1" . ( • ,. • BLANKET . I ^� � 1 IN, \ - / L 176.60 6' 2 -13/6 1� ;';� •w . h 'cs' 11 � PIPE AS S1eECiTED `^ I' ♦ / %� /QP Y\ +g/� 1` FIT1'-1• OC O 1/2 D. PIPE : y v4 r ' m . M1 `� . i I \ / � j .G y0 , B t ,• DIAM. BUM > - BEDDING DN SUITABLE NATIVE MATERIAL OR �y . - / A \ `\ RUBBER SEAL ,- 3/4' CRUSHED STONE BEDDING MATERIAL , I \ b"1"g0 / MEtANIC/d. PAD •�Dc / , \ \ \ EQUIV. TUI IN ROCK EXCAVATION OR IN UNSUITABLE'' 3/4' BROKE]1 TRAPROCI( - •.r 1 I I ` + Q O \ ` r� `1 0 MATERIAL AS DIRECTED BY THE ENGINEER. 1/2C.D. PIPE I LO 39 e0 O• a \ - HEIGHT OF BAFFLE .T x ALUM MATERIAL SHALL MEET DA.T, NL02.1 q FI� F� - M ' \ / 9� O / fB \ '� EVEN WITH CL OF I STEP FLY2 3/4' STONE, (SEE NM) 3 s I \ \ } v \ } \ OUTLET PIPE 6"tMIN. ;.- I I \ \ \ 9ps / 1 O �j) /�� \ rL_ - = - a 1 ! / � 4 3'-8" O.D.Ll , I 7 bs / / I 1 ' I L BACKFILL TO SPRINGLINE OF PIPE 2 4.-,�,,_ r VITH 3/4' STONE WHEN USING r �9 R s0 } \ t<\ J POLYTHYLENE OR CPP PIPE 1 ., . / s 0/lA \ / / eo6 I iZ "?` �z L=_ B'-0" I 6'-0' _, 1 s / f \ q" \ \ / 9 +a =q 1; `o, - s'-o" �J 7'-0. SECTION �.�*`, �� .�d' �, / / SECTION A -A SECTION B-B STORM DRAIN "oT� � �1 , i f s' +1- st / � _1 \ � � (� � .� a►r Y e I +'9 '\� F' LOT 40 TRENCH DETAIL 1. SEE STANDARD DETAIL FOR CLAY sTUPs 11HERE g" MIN - ••' W; / ,p � L36. O "' 9,p � ♦ ;0s %� \ , , 1 U' ) i \ \r (' NOT TO SCALE CfS$AR FPG W_,6 (^- v a . I + / I y 7�- _ _, r * g FILTER FABRIC SHALL BE NEPJWVEN I ; / IILo \ ��'o + +e'a0 ,vI ��'° `�c I `.SEDIMENTATION STRUCTURE oa �cl Na`No`s ; �O1r '� \ S• \ cos / + \ ' 7j y Z I - 0.43 tat TO Q22PA AND SHALL PPE - N GROUND WIVTER ,I. °' °fie s 9 so o 6� In o t to scale MEET AASHTO N288-% % ;' , A �� .j + \ •L- , - \ y ` O �, 1Tya 1 NOT TO SCALE 1 p \ \ / r \ 0� S Y 16.0 r \ ( `g"� +0! O p C� ` SECsMe ' t 0. . + 4 .ARs . 12.O.C. `•' 6 .�, / QQ ,' LO'1 41 �/ / +.9, / <1 •�'f ,' \ 0 �_ 'T1 % � i , a"; 019;1 +61 \ �� ,\ , I ;! t PAVEMENT 5• iFIICK Coco CONCRETE SLAB \ EN / �� A , �' -[ `� i •v >e v a i tCSEEPLANtroll DMENSg1K P. ' \'-1 I , :. "` I' +e - ' - r^ 12 i r r f ly , , +8 \ 9S , - ' " � II& "' ` t ,, , PRECAST REINFORCED NOT TO SCALE rI R �; , . a ° �9� \ , , +ago,' , _ CONCRETE MANHOLE �. ': y _ ti 1rK+J : � 11 O ° O . ° 0 o p r , ' / 4R v00'00" v - - _ * =.s SEE CAST IRON � � ti % 4 '' • ' \ +a0 \ r + I T ,` �, � ADJUST TO GRADE VITH COURSES FRAME L COVER D;,On, I. f S r• ,,.'r, - - C ,�/ �� /. COMPACTED Sl18GRADE \6'0 I - - �_ 8r , y L 39.2i OF CONC. BRICK OR CONC. GRADING RINGS 1 ti .,1 g 1 e• THICK �S 3y ON �! �� y cSEE NOTE ll ° '. - -v v '''t rrfw i1: PROCESSm STONE \�'St9. �' ,0* 6 i - - A 96 VARIES 6. 70 12' g •t t - Li�l, t4" '�° fib' - - - 'r ; „�•;:E `t� ' p ' '' ' f X. S M.N. ' I �!- :r $` 3' & v (. r , < . r, 1, c DUMPSTER PAD DETAIL / " t a!, 6• GAS MAIN i (y i T F. 4. \ COS T ` I ;.- +��/� - i ' F.L.= MANHOLE STEP I, � S /�� SNIET - ( T. N.T.S. /(9� Ste' �� SEE STANDARD DETAIL) .t .Z t t 4fl819 G y� , - * -� 1704 t fir; Y h MON Vj&-r- I EXISTING �� _ff' '' wp�tE� E �+� SEE JOINT DETAIL 'f y/.' {%- ` LP /� (' KER '� - ,' /s /' EySSSWG (BELOW) I / II I ''l 5PNt1 �E � ' / ' 1',2',3', OR 4' RISER N 4' " I I fX 1�� ' SECTION AS REQUIRED . .1 BITUMApSI;TOIC� y 1 , / I I ' l ' _ - TREES FOR DETAILS, SEE ' ••• �� 4-U %. f , %, , 4 s _ COUPLING / `11 ' ''''ate Q ,� 4000 PSI 6'r ELASTOMER[D FLEXiBLN JOMi • � TO JOINT + t, , r, V I / / J '� -'' ;'J X�S.M.H dB�w SNOT CONCRETE NOTE: USE PROCESS GRAVEL MANHOLE SLEEVE slGra :: --�"ei / , - - - - - ' �'� 1703 Moi,o scAt� UNDER CURB .•1`� -5" r '� �/ - - - - ' ' -1 ' l `1,' / SAv LTlf AND SEAL .1Wff VItH TACK Lint p aril JA LL • r:•41',{rI.., 4"✓r.,'G� I MiMPATCHM s- / \IV �� r «AcrEn aAu t! nrusluus FLOM y - 1. / // -� S N E T muNa M CLASS •A' CONCRETE OR BRICK MASONRY r - / MATpI rE 31 Nd• E atMEO M M „ •. •" t • Y ARD , - - - _ W � 1702 �"'7 / / 4 TOPSOIL SELF-CLEANING INVERT INyERf EL t ' ; LI 35 FROG / - -.{--� _ _ - - '_' i> l ' 12" _J 6 1" C1 -12'A CLASSSS 11 OIp BINDER uAss •A• CONCRETE e,; �" " r0Ivi �' - V ` y r- / I T rcowActO) PROCESSED TwIFlaCp U- 0 �, " . •' - ,, i ' <�. + ____� � �' �' i \ / . a aAu. Xosel `1 W j 5 i i , �^ 56� 65 - -� i SNOT R=2" � s61 urI. OMPACTXDcP0000EnDa1GRAVEL m Q J/ �• O o o � r 1. ., ?°�� t! / 20 - ' ," �' 701 ` aRt(TRENCH PROCESSES rn�'AwaclEo cRsvRE. s F- _J a S = 3/4' BROKEN TRAPROCK � F4' h :i +' , / .� p8 _ 1 0 6" Min _ �'., 0, 4 f 1 t2` 12" AM COMPACTED a �I Q i,c 6" PROCESSED STONE ./�i - J' 1 i / iv CAST IRON HANDLE t)" Alrul W O G� I " ' �P' c,n - I - �N- 1 " as MIN, ,�M NOS LAROM T�Ar � o w o P �� P a 0 BASE COURSE ELEVATION A f s i � tpQI--�� CL I- O 'N . 6 GRAVEL , I , ' � i - - - g I LL Q O �G� P O SUBBASE 2 DEGREES MAX. 'I.,Y' �' / , * - saga) i - SNET T l - INV! . 5 (18) �� - 1 70O sesal t ALL sAv cur rim SEALED oxn ro p v A ' I� 8.5" nwsa Ie71[S s11• T1tDa1 Q~ o e o o°� (� NOTES, a , Pa , 10" BeEFFHER PARAuti vtTN, a POVEM 8�7 NOtISED r '' �� - - f ' S VNV J /- SELTj(](� nc Pvc. SEALER , y i s V. 'r W 1. T❑P STEP T❑ HE A MAXIMUM ❑F 12 ' •, �fy ,� DsEA.AR to t,[ rn1tEt�Dc or I ROUND RUBBER BEL❑�J T❑P ❑F MANH❑LE FRAME & 1� , • r I 4" TOPSOIL & SEE L ALL NATM&S ARE TO REET ,. \.3 '` i t ' _ / B �{�- 5' „�, n,, u waaen GASKET JOINT COVER ELEVATION. w. tt«� ' G � - t� I•-- 6.5• 7 1 " BIT. CONC. 2. IF TOTAL DEPTH IS TEN FEET ❑R GREATER+ B � ' �- ' : 'mow _�$�^ SNOT CONCRETE CURB AND PAVEMENT DETAIL SPIG0T6BELLREINF. , as CERTIFICATION ❑F HS-20 LOAD BEARING `' .ii• f. ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED T❑ THE 3✓ "I 1699 TR BITUMINOUS CURB DETAIL «•'t - ` + TOWN ENGINEER FOR APPROVAL PRIOR , ,,.tee iw - - N.r.s N.T.S. GASKET JOINT T❑ INSTALLATI❑N, �x��:., ( M FOR REPAIR OF STREET SHEET, �' � .! : .% \ - _ - 3. SEE MISCELLANEOUS MANHOLE DETAILS ; r• " ' ,,,A _T 12" C.I. WATER MAIN 1 M ' e k I. "+ e 1 g ft. 8 LT CATCH AKIN TRAP 11. r „ x N. T.S. , y , , .K L % 4 + a 4 1 i. , 4Iw.y'; t � R { f+ ..gh #'�, i yry •�, A I t., Xzi a". +i✓. ' ,E r b X 2:- o 0 rn Co 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 4 4/26/99 Engineering Comments RA 2. ALL UTIUTIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 4-16-1999 Arch Revlaw Comments RA 2 4-14-98 Wetland comments RA CONSTRUCTION. 1 4-7-99 PZC Omissions RA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY I I -* -'I- 4 _,,,�;� . I - .1, .- 11 r . , THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b-1 THRU 20- 300b-20 86Q • 291 • �755 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN �}' ,' PROPERTY SURVEY/RESURVEY PREPARED FOR: f ,1., SHEET :,:.11 _N -, 4b;v' f� 3 t7:Ci. �,, A . <,, = ¢I� dy 0 F-.-,i,f;4'1+`s °flay ., diL',, +. 0# A ix. r i,, r THE STATE OF CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE`' , , ': uWlPUlia' IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL esi n T,�n k4'' MT Ford Industries, LLC ' ACCURACY CLASS T-2. 40 0 20 40 80 hie ~ • , TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rofessional Inc■ •� 3 ( IN FEET ) �! DESIGN.• RA DRAWN.• RA CHECKED. RJA/RP 1.70 Commerce way 12882 1 inch = 40 fL = Civil Engineers • Planners • Surveyors • CIS ✓48 NO.: 98-1192 1DATE: March 25, 1999 4 RICHARD P. MARTEL LIC. No. 165 south satellite road • south Windsor • Connecticut 06074 DRAWING NO.: 981192 South Windsor Connecticut . ^. .. i - w- x f , e ..1 . ,'Yr ... y,, i'^ r,, , J' , vzlim+::-� , e, 'i. ,f ., l••• � 0�}4_ .. x: , yy. . fi a { P 4 `y yy tt �� yy .1� ''R` .. .. - ,. 7. } rt.. , .. +L4 t C7" � � �af., ,. - ... �ni ..... S- �b. . -a- r1.. ((. �`� M,. r o: .`.,.- �. r > ,' isC ..-_... i .' ) 4.. r, r til < 1. .; '?ai .tile•• ..w,, - N :-. . i Y'� T f :, G , LEGEND fi ,. r t r F i+. .1 1L s a s ,r. '�' �1 k L•' ' ,f • of ;.t 4 Y r a `� d � . 140 y I' l k ill ,y • y 1 .x ., i R ^ r Y� rF• _ . } viY t k' x , ti `+. , p t' t :a • `F: •�' STRAW ALE r Y 'ar . T'' / Y� if it ,. +; . n• s t F. 7 a-., d 4-. • �C' eF. '� � • 1 Y^.4. IRON PIN T T ,� :�, � ..��', 0 0 BE SE A L , \ 1` If'v b.. ', i. 1. A A FNCH y<. -4• i' n a EARTH 1 �:.�. EAR OR $� 4p / t ,. r, R. f r „1' .:. 3I, - -..-. , . t, Y :'i• i • ' !,, v , •`; DEEP AND THE W1Dhi OF A I I 2. PLACE AND STAKE STRAW EXISTING IRON PIN , .:, , .., , �f t ,{ , ,:r_, r STONE ANCHOR rr t�.., n,, �� ` .r ;., ,', , I r,, rh ..f. 'u r'r , •. ',�..R `.y-a- i,..r/,d ;tip ,ir-! hv`4' Q;�` -, 'w STRAW 111 11 f1 x � _;ii: /.•:' w ♦- w• ,- , ��' R ar�4 , •� ' it ;�.'', .t t;;. S W BALES, TWO STAKES PER BALE. . . 1 .. : , r • +i ' i . '.ii. 1 , SJP, x s,. i%t' t PILE : ra '^.7 t'.a .{�J. o MONUMENT TO BE SET v•b 7 n r �,,,f 4'4 r /. F f. 1 ,'. + ,' r' , CB GRATE z r3;, :y : �-~ 1 , 1� r,4 ; r j _y' ,tr+ r. }` �11 r ; t ,� II I11 II I BINDING WARE OR TWINE _ - = EXISTING CATCH BASIN AND PIPE '7 yt a , - . Y /ir D D❑ D FILTER FABRIC `' h ;t. t ~ K f a PROPOSED CATCH BASIN AND PIPE ❑ D D D D'9 ,.,. ,' T- - �f y �; . ' " .. y: r' a t :, • 4 i t 5 t DDD ❑ ❑ _ ; .. - R4., ,. �';q ~ `r"" - 1' a'r •'' , f b- t i•ar:. -p.. �' '�••. e,. $TAKE r Y -,i• hf filE I .y � = EXISTING SANITARY MANHOLE AND PIPE P 6" CT D.O.T. 2" STONE TO BE PLACED ", - 7 - I L h,1. i ;'' t\ 5 r `t;I. } . 'r1' `` ` t }\" - S - SANITARY LATERAL z D D ❑ D D OVER FILTER FABRIC MATERIAL FILTER SUBGRADE 6�x; "„ * i ti �¢ - �',+h :i °r ,'A. -0. y i 'f a .` ;*AL H n A = , u� FABRIC µ ^51 { i J d eK a 4 . Y � ks - W - WATER LATERAL *3 ' :� ❑ D D❑ D D SUBGRADE I r� 1 r ,, f a , v, •\r _C\ L SEE SEDIMENT AND EROSION ;. I »} } p �� ,n __ - PACKEO STRAW tZ +Irt, p, q+ '' DDD D D SHEET FOR PAVEMENT WIDTHS �' I ' N ", "+� ;� t , .. �' -330-- E S G CONTOUR `n ❑ D D D ❑ * CB TOP I + �' T Y ri a . „d, ` 1 r r ., ' f 'R '.' Y �', ' !'1t1 ':' P T DDD ❑D i _ a. -��Q-�-- PROPOSED CONTOUR 1 j11 F [ rA , 't- Y \ ,' {1'Y''l 4 .T ..;K !V y�." .f +}. 4, & 1' }. N _ _ t ..",�.r,`'. -IE: I t v\ `J ,aH ., \ a 'y :7^� v1 ,t r `" ,r•;,; , ,: r k ;'t'r' .rt¢y ' A,,S,', 'SURFACE DRAINAGE FLOW DIRECTION - DDD D D 4 p�/,,/.r ❑ D D D ❑ j jL �' a'1 NOTE, I I "< �' t, ' „tr7�t .v r4, 'PLAN VIEW COMPACTED BACKFlL 1 ` i I :*_A; 4� • r. y„ 4 T , ' , ' ! I REMOVE CB GRAZE. PLACE FILTER FABRIC 4. BACKFlLL AND COMPACT ' ■+ SILTATION BARRIER ❑ D ❑ D D •1. ''a REPLACE GRATE TAKING CARE NOT TO 'a r 3. WEDGE LOOSE STRAW Ii ' , 11 I THE EXCAVATED SOIL AS �� HAYBALE OR WRAP CATCHBASIN F� , - DAMAGE FILTER FABRIC. ANCHOR " BETWEEN BALES TO CREATE S ,-I 1 ,1 show+ ON THE i�°Hu SIDE • .: LJ 0• ` F.L.= .44 EDGE OF PAVEMENT WITH STONE OR EARTH PILE. A CONTINUOUS BARRIER. I}1 ' 1 ,, 11 a THE wrewEF To J\RF , S��/T I I t, WEllx PPiI� ✓✓✓ Q EX. F , Q- F.L In=71.81-N F-I - „-71 37-E `Cp T : 47.` i / o� H: V V. JJ KLin=71.64-5 ` � ` F.L.=74.57 F.Lout=71.37 ', Q '1,: c- *. i 12 <� <-,,�� \ , I . ;*�A,k�, ' s a PROPOSED `"} / 4'0- SIGN 0' , I / 0O G ` i' r► 000 0 . o - ANTi-TRACKING APRON LOCATION OF GAS MAIN i F� TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION O yF11Fo OF SANITARY MANHOLE ac79.51 � /k TF 79.5 ANGLE POSTS 5` UPSLOPE INV 74.75 FOR STABILITY AND SELF- CLEANING. EX. C . � T.F.=� .03 F.L.=72.45 Q�'. THRU STREET , ya* � 4 L , I Y , ., r ` e• G. , . '. - �L b- , -_ , , ^ 4 T �r r ,�'y 4 I 4 ,p i ; f- t� \ ; I t/� ''� ,t '.i1% J 4 1 k ,% r. - 4 4 ANTI -TRACKING APRON ,, cr:' y a r �4 r f - . F1 ,' ��` ,., i } , N.T " ' CATCH BASiN GRATE a 7 r _4 ` S. --- - -- - - - _ - - _ - - e: a. ! h fY �. 1 L b %" I.SEDIMENTATION CONTROL . t 4 r K;. 5 "`ft C: , r 1 ` , ,, .Ijl:�h. % i, -r 4' 111 I j N1S Y r Y r h,i 1. t, I. .IC - '1 ,i .Yr'. 'k,: M•`i 'T,.. ,, + ,/;-r x-I.. Mt .,i'''�s 14 .t• , 'ti e. i' ♦ _ �, 'r 7lhtf,.. - , , ,yb ( - r ,.! i," _, „'�'r -11, !. t: f 12' ra, {s'sF' r •1 6. - .'�� ti. a xr S I t I. ;F„ ,,:S,- ., k M i I ,.,,:..,.+ i 1ILl i.,l� ,4� 1, III � 1171ti1 � 11 le II�PI111�1, I Ili � ll�l� I ��vR•- l 1. SET POSTS AND 2. STAPLE THE SILT =111H . .'xI � ` yarfi^EXCAVATE A 6"x6' TRENCH FENCING TO THE II� I I I�I�I I i i 6 -' . I. }* $; POST UPSLOPE FROM POSTS. SILT END OF THE POST I I 7 - 4a' 1-:,V." "iE,r +'�;e' FENCING ' f .44 it BOTTOM of '%' � 95• DRAINAGE WAY ,} , , 4 , 5+ t i �'T7A 1 12" MIN. L•- --.{ /7 1. 11111111-ITT I 17, -JrYr - r rr- -r r I t t.. " r _t1r ,. yK1-Ill II II IIIk f-II K II-1II-ill�ll' - PLAN VIEW " 7 cl „ =f_�_ = 11II1- B 9 A g STORM SEWER STRUCTURE i " T�Ellffil ^ I I o 7 t 1 l l t l a //1 _ ��'y \ \ Q_ , - JSn 7F ♦ , �-,7�c �� ,6+4♦ 3. ATTACH FILTER FABRIC TO F, F FILTER THE WOODEN POSTS AND EXTEND ` , ` p I, C1'c \ FABRIC IT INTO THE TRENCH tiT -1 120 `- \� ` r _ 10 )q7.1� r \ /, "V ,.♦ �`�_ -li /� +81.5 �q . //%BO , x8 x ♦ � \� \ •, F.L.-73H4 �T- _�Tr_ �Q W -"s / ' + �� III`- I >, I I h-�111 EXISTING &_ X \ �4 e ♦♦ \X 56 I ' I 1 �IIIII; - \ , \ , WITH PLASTIC PRIVACY / ` .� ` NnA STRIPS , O p'� SANITARY LATERAL 8' 9 9 {g7) ♦ ♦ \ N` \0,00 \ ,,' 100 -6 PVC SDR35 �1�f \ / \ - ♦ F EX. I �\ v 80.8+ NV=07fi.75 ` \{{ ♦ FFT.F�079,q FX�.4G,. I /� � AREA ` \ ♦ +81� e. /\, ` tk♦ F:L.outf�7 I` B0.3 EX. C.B. + T.F.=79.81 I \ ; � +81.9 If i 61,998 sf '`♦ / � . \\ \ \ F.L.=75.66 r 1 / ' + � / S01 1. 4 Ac /a <. i \ a / t9 8; �� o/ \ ♦ EX. Sg$.M.H 1 i+9�0 // / ' DWPSTER PAD ,/ `\ ARP \ F L=7o 48 ,� r \ / P 1 4=� r \ I Z ` r 1` +/ / ) +0 6\� `` \ / % \ \\ 8 \ \ 1 \ '.+q , / / MECHANCAL PAD/+ •.'r ♦ a ` ♦ \\ r 11 10 46 / \+&, SsA + --, '**,� . +19 �* 1% 1,00 \ \,�81-.0'r-\ - / I // / \, 1�9 \ ��C I / �so TEMPORARY +ao �J \ i� r``�x *� \� \ / ♦ TOPSOIL i / 6'9 1 + `\ - � \ \ \ ' STOCKPILE I 1 e'9� � \� / ** �_ j�& - ,-,s, / \ 0 Vz�_� - - / /� -J� I �_, - " / 'A % \ 19, �} \ 19(90 C) / Ono h \ +19 \ -V! .1,M tp ,!• 1 6_9 / & \ M \1 . R ` / / \ o f O ./ / I °, LO'i` q-1 '��a0<' __ -NIO+ef`�� , ' � m 1 ��, d \ �� \��\/ / / Imo �Y + <� ` 77 t' ' �1 ` \'` I �� \ M, EN 1/ 910( r ` 11 /t �, ` , \ / J r - , 9�� m '. , �,q I a, - , - y x + �;, / --55 \ ' / / _r Try'+ \ ... / �- \ ° ' J / \ / / ' - - - 'EX' MaN 1yf / - - . . \\ . . \. ____ ---,Ibl-> 1 \ lG / / d _ �i :, / '' - - - --TX. TX. ' /' - 'r �" LX. S.M.H. T s VN F.L. 7 '� E T , - SrNG G►, - e i -f - . + __'+ + , .0/ ' J � - , , '•> 1704 It EXISTING ' ,� . ' �-f MON %iF,EL� -/ Y ' . LP. - S,�yR -,__ */ �s . -� S TFE SIGN / � '- i i S.M.H 9 E T / _ f �'. '_�'�i _ ------''' 1703 ____� \ / � - __ '' NN E T . \ _�"_ -_ I I I � . . 1, ..- .1. I 1. ''i -- - 00, - I ------- t -515, � �_-� . .. r� - 5NET , .� 1701 , • - _ ' / '' - _ . // - - - / .. - I i - 'CQi •Y ' . 1. 1 . -- - 5re 1 - SN E T NnA Narragansett sMt balm 0-3916 ; tNo.`-? ohs) j - 1 5 it,\J.,1,,5� - _ - too ssA Sudbury fine sandy balm, Oto 3 % slope 4 / �' - - ' - - ' - - i ; - - �f - , e `� , \'. *� 'C7 __, , • - • i. ' . - - 1 TR 699 - 1 vt , \ - .. , ` { . : - .. i • t r' T iv 1' v I 8 LT ,R�' I,. • ' , K y i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ((-,,.,, p 0 0 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 4 4/26/99 Engineering Comments RA t BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY, AND IS NOT TO 3 4-16-1999 Arch Review Comments RA BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. BE USED FOR UTILITIES CONSTRUCTION. FEET ) ` IN3. 2 4-14-98 Wetland comments RA 1 4-7-99 PZC Omissions RA THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 40 ft" NO. DATE I DESCRIPTION I 2Y IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. e - o 4. BACKFIL THE FLOW -i \ i- FLOW TRENCH AND COMPACT !! 9 9 THE EXCAVATED SOIL. ANCHOR WITH TWO 2'x2'x3' (�W� ��') C STAKES IN EACH BAtF BAOCKFlLLLD� I 0. NOTE: ELEVATION AT POINT A SHOULD BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION �.1 I Ifrl 1� I,�J I� I • N, �. _ �' I� I I pyy ry I $..Al 'u,I,`,•;,` r' ,'r.' o Ax'i T4ri',`� ..t..t L.. �,-,I �A,• r _'• X. ,u ie: r sr } fr t `' rK. TRUCTION OF SYNTHETIC SEDIMENTATION AND EROSION CONTROL NARRATIVE ,.t : Y1.xt�. " "' FILTER BARRIER 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED � 4,*,, I N T,S IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY � , "- THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE ,i r. 441 PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTiCUT COUNCIL FOR SOIL AND WATER CONSERVATION SEEDING SCHEDULE 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" STAKES 4. ALL EROSION CONTROL MEASURES ARE TO BE INPPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT. ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT OFFICIAL. TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED POUNDS PER 1000 SO. FT. TO OR REPLACED AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER PERMANANT VEGETATION COVER REQUIRED. SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING 4ND STABILIZATION IS TO TAKE PLACE,. USE THE FOLLOWING MIXTURE: „ K c' •0 ! KENTUCKY BLUEGRASS 45% 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY a,;., t y' .t -',;*, IV -CREEPING RED FESCUE 45% RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE P ' �,rh ' '"' �` ' r ' PERENNIAL RYEGRASS 10% FOLLOWING RECOMMENDED APPLICATION RATES: y. �`` RL �''i '"� `t .' ,-,,,,AJ APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED MULCH: RATE: '"' eP `r t. ' t1. ;' ,, K 3 j1'r 1. :. 1+. AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. HAY OR STRAW 90# / 1000 S.F. ' t , ~' x4 i "�' 4� TEMPORARY VEGETATIVE COVER TEMPORARY SEEDING: RATE: ' t? ; •' "� �>. • - .- i.1 fir PERRENIAL RYEGRASS 1.0# / 1000 S.F. • it, ` .'' h�f '` L� ,-1._,„ SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY ANNUAL RYEGRASS 100% OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH ' • ""u '',u $f AT 2 TONS PER ACRE. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND '�rat;11-1 .y 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE TIE START OF ANY CONSTRUCTION ACTIVITY. 14. THE CONTRACTOR SHALL SPRAY WATER OR TEMPORARY DUSTI;ONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ROADS WHERE NECESSARY TO PREVENT DUST BUILD UP. -{ N.) . !_' CONSTRUCTION SEQUENCE "" `' "' " '�` - � + 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION _ _,4 e�� MEETING WITH THE TOWN OF SOUTH WINDSOR. r' ♦s 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. '!d' 2�4`r 3 li 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS_ THE CONTRACTOR SHALL '° t CO-ORDINATE WITH THE PROPER AGENCIES FOR RELOCATION 0- ANY UTILITIES OR SIGNS. ", :r,�E ....;. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. r, Y;�ra•; ,,'a 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. ";.. ,.•,I ; `;"«�g;' , . i . - 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. j . RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT I, -4, ' IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF . DISTURBED AREAS. t - 1 .. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION ;I ' BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY ' t MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND , l , F } MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION 13ASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE t , OF WATER TO IT. • 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS W1TH HAYBALES AND FILTER FABRIC �4*,� `I' AS SHOWN IN THE DETAILS. , ; .? 1. �T'1. g, . " 9. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS �`"! . 1 c FOR LOAMING AND SEEDING. ° r R11 * y , ad ♦Y F A },�yw , f L I �' Y , 1 , . P C PAV r• . a 10 LA E EVENT CUR ING AND LOAM SEED AND U H k H A IN T N Y• 13 M LC 0 YDROSEED CCORD G 0 SEEDI 1 >, s Y G I h T. °I` t, SCHEDULE. " J" ,> :;r ° �,; �t� e., ata 4 ��,'> , �} a'1. , ; ♦ a �- "7 . i v^ i , a. : s • 't ` - ..* :i+ N;a -)•. '•.+ Y. _ r:01 1 ?� .� ,tr a ; + r Y. {, -ir ♦' 1 � : {' y.. � Irt 1 r.i;- Y3,, 1 ;a i aY, t. 11 ti, c: ,.. a {1..R; i „T'� '>. y . L .,,4r - 'h. •,t. _ ,a d "r.. i' 't 1.vt 4 .+'i' -t Y' : r I [ r'. t .. - , ,. Y ' } r4 . • - " ' / 1 - •Q' j L ' ,/.• ;Ili` x ;4 _ i .'tip �T i, j.p'Y. i -7' >�.* 4,1 Y , . t.' a. ` +1•' 1 j' ib . y t i- - 0,- .O r' , "N �i ✓ - S I, ' d' 'J i. , <' - ._. • f i'� •i''. •;Y•' `.N' r- - " ,I .'} 1_ i,. . , S Ste'' '1 �t (��( ++ ? y ••.}• J♦ .,Y: . - 7• _'`, ,. % .,P.t. 1. '�: �+ ,i' *. .•9 . { s �' ' , es .. + ' �.a ,: , f - , t;' ., i ,t •' r t, , e'. ESTIMATED START DATE FOR CONSTRUCTION SPRING 1999 , L• ;• .3 ' ..,�:•, '.t•J � 4 , A a .r'' +, -.r ,, 4'.,,F'�•jt♦r+lI .,i* :L'a. t fi ESTIMATED COMPLETION DATE FOR THE PROJECT -FALL, 1999 0 I ''� t- "+" l '.w t•. 1, r. 'r-p d :, j. :-,,t ;�,1TFai'%�'•• jI I I _ ,t,, d vtki, ":f• f..+-;.t y.-... 'rf �:' '( .f` { .. -e_:a r . e '4N,' I �3, 1.yt 4y 4 a y. j ,:i 1 . r .?� • 1' n Y SI ! yS $ - A h{.. fit" t ,, . 1 1�+ ,ry, j. 4 +v i:' - .A ..M '�<�. b r r• & 3 9 F .1 P t: _ t l 1 I. f t:' L ., : T I: G r .r :a. t 4r :• b „4 r , 4' t .I ,�. r - Y• '1•� S t " :�+ a 1 4 1-. l M•+ L• y t . e • 't •',,. f 1 •' ti f f ,. <1. m �, l ,r-. r,t Y + , l- i' /• r : I Y ' Z.j a. - `:71• .:♦ Syr �1•I. .e R `l 4:• • I" !. a i L L• Y. M A'( •a.'` r ',t , i > I` M. 1. Y w•' , r Y• • Y :lY •`7. w • i.: t f ay': 1�. T.. I 7' (• h ay 4 t ": !r '•� -i'r' 1. L � . r l' a ,. .: 7. y; i- k • d X . r. "s 'r. � r ;{ i' f .- dam. .� •,11 r q. M i .� +J =\ F I'- i. ,t .+ i 1 • �i L 1 ' 14'' a r . ,!� r I - r'r wf ' : �' ..Mt � ' `�F •4'J' s �t�+ Y t ,- i' s 5' r ` 7 1. , � r ,s•� ' I. r t' f �t b ♦ U+ +t is ,`C .r, di. 1 ''� • - pro' ,'4 '2 't k v Y 1 ',r. lr% i i r '�YL a' o< a •�. '`� '� / ' i. 7 t r-: R 'k �ry,. .:a' fy, 3' t ry F • � •� 4'� ~ t. ' 4 � Sa ' ;fir r 's� L. i- -, i's. pp . f . h• c 'i' ^A •q1r L J 'ac a •F a=' •3 i. .7Y' c t �^. - v 4 f r i� r. r � ;. �� r }.' tf i yi , , •. Y r �P' ••i �A• ,1l✓' '4. • �•iL� 1, •F r•r 1 x �h ¢.: A d �.- N a1 e'r yh <l. N 1 't ,p, .r. 'r r} � c �% r } , r�J+' • c 4 r l ` , d Y' n F . .y °.'it'a'- t � 7 1 a p .,, '. -0 'H.' .may,. ,e t' r ,y �•K f i" ,,+' ;f Y Y. kk•. Y- T.- S �t ('_ i R :r . ), x,• �'. "�• v.' ,A'.� rld a, ', �... :,Y' .tY �'• '.'L." 6T N LF. .I 7� .� ,. #p y •. , :i't 7�'. ., . t '. '...: .1..,.. - -t» :.., �.e+it _ ,'[�.�y - D • "' ,.. ..5�' ia: .s. � ,CIS -�t s: ' i. r Ya,,, + } � .p. d' ,It. ,yam- . ...:4 t , , .„., .18-'^1�. ,.,. ,,. .: ._ - ,t: .. -".• A.:d. . '• 4 �'., .f'• 4., " - h, _...., ,", S•F.. ., rd,. ,::.'ja ,-..iE". .c+r ,><. .._r,'?T �:ea" } d i ,.�,.�44,f*-�Ti',fi�% , x ... .At, : � 860 291 8755 j PROPERTY SURVEY RESURVEY PREPARED FOR: SHEET ' S EI®IIMIENT AND IEIEB®SII®N / e s i g n ��' `t Q ,,� ., ,,;, �, ��,�� MT. Ford In d usrrr es, LL C 4 &rofesslonals, In%;. DESIGN: RA DRAWN.• RA CHECKED: RJAIRP n7O Cormmae ,ce Wa-1 ✓OB NO.: 98-1192 E.• March 25, 1999 1 Civil Engineers - Planners Surveyors CIS DAT 4 165 south satellite road - south Windsor • connecticut 06074 DRAWING NO.: 981192 South Windsor ®ffi1fl1C�tY�tID1t I r• �. z .♦ru s ti.. a r M r z r. ► �r � 6 t � 'f • �a wi _yt - . r _ Vr t• r r Plant List &rrroot Bounicw Nam Common Name- Sire Quarry Cormnerds AU Arctostaphylos uva-ursi Bearberry 1 W-2' spr. 18 container 8W Buxus microphylla 'Winter Gern' 'Winter Gem' Boxwood 1 W-2' spr. 24 cont CF Cornus florida Flowering Dogwood 2 W-3' cal. 4 B&B, matched spec:imns HN Hosta `North Hills' `North Hills' Mods 5 Pt. 12 cant. 1�f�11Ar Hasnin•nm hnri,7nntt-alin'Wiitnni' RL&a R«iy hinirwar 1 'tA'-7' ,iannr. in MP Myrica pan nsylvanica Northern Bayberry 2'- 2 W spir. 24 cant. NS Narcissus `King Alfred' 'King Alfred' flaffodil -- 100 bulbs PN Pinus nigra Austrian Pine 8'-10, ht. 8 B&8 PS Pinus drobus Eastern White Pine 8'-10' ht. 5 B&B PF Potentilla fruticoss 'Primrose Beauty' `Primrose Beauty' Potentilla 2'-2 W spr. 38 cont. RD Rhododendron 'Delaware Valley White' 'Delaware Valley White' Azalea 1 %'-2' spr. 12 cant. QR Quer+cus rutxum Northam Red Oak 2%*-3" cal. 4 B&B VP Viburnum plicaturn'Shasta' Shasta Viburnum 2' -2 IN ht. 27 Cont. VM Vince minor Periwinkle 2-yr. 800 in flats 8%a 1 8" i! �- 3 Ae' SS teit't�lgj,tfo n&*. model SL- I I Color: Dark Bronze 1 70 watt H10 Pressure Sodkrn. 4 4Z- height. Primary Bolt Light Circle Direction I -� A 42' 37 ii" y Light Center He-ght i Base Ptar, Pouted Ccnaete Footing „ nxture must De grounded :n 42 accordance with tOCAI We. .a r lb r,: ,its Usahting Bo_tlatd. N e '.call �fixture shall Oe by Kim Lighting. Inc.: Tfre Entablature'". ET model. -� Standard entablature. dor. Pole and fixture: Dark Bronze Accent: Light Grey 0 watt Fligh Pressure Sodium igle or double -headed as shown on :n. itributlon type IV square aluminum Pole. 'height Conaete Footing must be grounded in lance with local code. L1-0 . fie Lighting o e 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE REVISIONS DESCRI P TION -A �< ?.c. yo 151 \ NATH PLASTIC PRIVACY STRIPS 50 N S 15 JHW M Y ♦i' r 5.. �+ ti • •'-X S w/ •t R � -i I 0 3 1 ) M tr" t r t. 'sA t i. � h. .�► `l?t� s a G ;' Y s h M r . is � i i '1 •t 1 Y x `al t 1 i *At Al 1k T � VP ............ 10 CF \ VP 000, \ . . . /........... DUMPSIER PAB ............ .. :..�. � : LO:r:. .':::.... ::. A N \\ \ 1.•..'.'......'.'.'.......'.'.'.'.'....'.'/./.'.'.'.'.'......'.'...' \ \ ......................... PN \ \ ........ .:....:k:A.Yf..(.TYP :::: ' • ' • • • • • \ 1 G / LOT 41 \ m \\ \'�\ \ , \ G / � y 6" GAS MAIN r � G i i G ii ./ MON 1NEtj- -- EXISTING i i�'' l� Wpm uNE rT— I. P. / I JG ' '' ri f /— EX\SANG / � STRECT � _%RYr W SIGN �'� ' i SNET �� i'' 1703 2RSR -� SNET 1702 SNET 1701 TR RS �� - � i SNET 1700 3TR GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 'r Q--' VC $vRL-Al- - Lzr� Ps Orr 3" r!NE L-Y si-t-!ee;r��b PIrtE x" r 2' AGf�.AL. ',�,: )•'i G7.) ;. IO f.SS OF' P•T l.�'si' � r -D ". I✓ll�: OF j OpF,ol L-r - G0u1P4>S-r d •S�CIS'itNG. 301L- • ea�- 11- . I VC 2 "- Z A' - Z NAK1s I" 7- LE'SZ - ! STAr I I ��- r-i+5N8,'� A-rr' AtSo'Jr 5' ?5y Mom• —1 �,yu� rye 1 "\/C) -srj•jY. -Jtp'., O F Z :_.Q ►: - . i . �,li �I sat �. �-�rl^t_.. Tree Planting PLANIMETRICS Landscaps Architects - Development Consulting Planning S Zoning Consulting 06 SMwbury Rood Avm CT 06001 Phmw, (660) 677-5267 For: (660) 674-2693 SNET 1704 3 RSR �PAGrut:r J�RtE.s I RC;.F e5_1 To PL- o >o Shrub Planting LANDSC;PE PL,fJ DESIGN: RA I DRAWN.- MHA I CHECKED: RA JOB No.: 99-1192 IDATE.• 3-25-99 DRAWNG No.: D: \ JOB \ 1192 \ 1192LP. DWG P zy-, MVLC.iA MIX OF •TopSol L-r COMP05T 9 iCIST-;t-IG SOIL- PREPARED FOR W. J. MOUNTFORD, INC. Ill® COMMERCE WAY SOUTH WINDSOR tCONNlECTI CtUT SHEET L I t V" ow �J 9 r—r K) In co in 10 IT .a 0 co co -%I A JOSEPH MERRITT & CO. f