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HomeMy WebLinkAbout97-45P_CAPITOL MOVING & STORAGE CO., INC._STRONG ROADNl'r OS14ER r3 A, PH 14- 11 6.8 ol�;, aumx rAsEltiolor ev rA vat .W*X5 Ot A AWC F_ 6VA i ott000KUS V. & AlWaAS A J,(M.�W KIL 541 P9 W at' 7W IV mrolim ED A//F FEPH W MISK Y, MARSHALL TAYZ�R 50 52 N11F PRES TON TRUCKING COMPA MY, INC. I 17VA-MR, EX W.ADWJ.L . . ............ ....... .......... .............................. X6720 _D91 No 1 X494. / \ \X,6936 ST�TH WNDSO,? BA NK OF I t �O XM4 to to It \ 1,� 1 X411617 1. PARMAREA is o73,13o eq. ft.. 15.45 OC. I\, \ \ I It \ i 2. PARCEL �CATEDAVE INDU�N4 ZC"E. <,�, % to 3. TOPOGRA;I�Y nELD VERIRED 13ASM %,W.S. DATUM. 4. WFTLAND3 DdJNIATED AND rLAwED BY JOYCE RAABE. SO4L S61,171 T. X6% WTLAND FLAG-S LOCM�D 13Y DESIGN PROFESSONALS, INC,, JUNE 1 7. 5. APPLICANT: STEINB��ER ASSOCIATES T 25M TNEY AVENUE H 0 . C AMD CT 06518 (203)Z-2-81-0567 FAX: (203)-281-4399 6. PWWOS"I,�T 4VERAGE - 6.34% 7. PROJEC:�'Suhwym. -buaj PR%vssioNAi s RICHARD MAkM 165 SOUTH SAT%Aftg*D SOUTH "NDSO,, ul (e6O)-291-8755 V - - 1. UNLESS 0T4EftlWSE NOTED. EXISTING WILITY iz S.N.)4 To, ?ASr --- LOCAY10#6 AS SHOYN. ARE BASED ON AVAILABLE WORMAT". ALL EXISTM LITILIM SHOULD BE MV VERIFIED PAOR 10 CONSVXnom. 2. ALL UTILITIES ARE TO FE STAKED IN THE FIELD BY A LKENSED LAND SURVEYOR PFWA To OONSTRW710N. & THIS PLAN IS NVAUD UNLESS It KkRS THE 11101PRIESSION SEAL AND ON42NAL !IMATURE OF THE PRINISSIDNAL EWNEER/`SURVEYOR. I If. "TRUCTION 5E!�:LUENCE n-NING FRECZUIREMENTS ZONE; INDUSTRIAL. (1) oZ4 CON' LATION REQUIRED PRSTHE FCLLOUI INC% 16A GENERAL CON16TRVCT1ON SEQUENCE AFER O5TAINIWG ALL PERMITS; 4,*,� I. INSTALL ALL EROSION AND SILTATION CIONTROL6 INCLUDING FENCING, HAYBAL-Ero, ETC_ -)T $IZE 150 XT, REMOVE ALL, TOF'50IL WITHIN DEVELOPED 51TE AND 6TOC<PILE IN oEsictNATEr,> AREAS LOT.L?.EeTA 6124 FT. - 0�1 �OT WIDTH FOR NEW BUILDING. 5ACKPILL FOUNDATIONS UTH EXCAVATE AND INSTALL FOUNDATIONS V0 FT, 103 FT. AP VED PRO -TYf;'E MATERIAL ND COMPACT IN ACCORCANCE LUITH SPECS. INSTALL ALL UNDERSLA5 :T FRONT YAAV UTIL�Tfr=6. coN5rfZX_T 5UILDINS CONCURRENT LUIT4 ITEMS 3 C3. $1,12E YAR2 10 FF. 4W) FT. 4. INSTALL STORM WATER MAN44,EMENT YSTEMI( le: CATCH BASINS, CHAM5ER5. 5U)AL=) REAR YAF�p 2� FT, L 5. INSTALL ALL LNDEI`i�SROUND UTILITIES AS WELL AS CIRCUITS FOR EXTERIOR LIGHTIW-s AND OTHER SITE r: ELECTRIC LOCATIONS !�QVERAGE MAX STORIES 2 (0. REMOVE AND/OR RELOCATE ALL (IF AN) UN0-,U1TA5LE MATERIAL FROM AREA OF DEVELOPMENT, All' 2 STORIES MAX MUILDIN3 HEIGHT 40 FT. 1. INSTALL ANC:� COMPACT ALL 5ASF_ MATERIAL FOR CONCRETE 6L,455. PO(IR SLA55 AND LIGHT POLE BUILCING AREA NOT REGULATED 46 9.20 B.F. a. INSTALL AND COMPACT LL RSQUIRED eASE MATERIALS FOR PAVED AREAS. PAVE AND U r I !ZEE, 18 CAR 3PACE-A, 46 TRAILERS PARKING 6HOUN ON PLANS. INSTALL TRAP ROC< IN TRAILER STORAGE AREA. MAL<, IML= ViOUS COVSRAGE 659. S. GRADE AND IN5TALL LANDSCAPING. CHARLES P. CL A RK, lr. & ER -f-AWJW. 15AREAKDOUN: BARRY' GOLDSH R 5UR R E H 10 RFM,,,9VE ALL EROSION/SEDIMENTATION CONT OL MEA ES; AFTE V GETATION A 5EEN X 421, 23 &PACE WAREHOL15E 410"- 6F. / 1750 to 33 SPACES Et"PLOYEES(WANMHOUSIE) - M, SPACES TING, ETC. TOTAL SPACES REQWED 5Y REGI.ILATION i0l SPACES 11. INSTALL ALL MISC, SIGNS, LINE STRIPING, LIGH ESTAIBLI&HED. :7 b Ile 7, e FRX)JECTED NLrtBER OF SPACES ACTUALLY NEEDED 115 �;A T 4'e. --- ---- ---- 4-- r7 0, X_ *54n StILtIVAti AVFtJIJF SOUIII WINOr041 t',()Nti f1lotolol T Vi 7 'OfVn 0PSf:)`fZ4JA '"ro SULLIVAN AVeNUe SOUIH WINDSOR CONN 4 AREA CODE son i e4a,25 I t Ju, CK"ItTED MAI I T EX M Barry 1. Siciuberg July 25, 1997 ft M." 2558 Whitn6y Avenul: 200' Barry 1. Steinberg, Harriden, CT 06518 IDear Mr. S(cinbc Xr-72.X AfASCWY NAX -W\ caw Mvcr Re: Appi N97--151', Capitol Moving &.Storage Company Dear Mr. Steinberg: R wv,- 0 AV tr� Steinberg: 4 MOMII" 0 C~ W Re: Appi #97-15P, Capitol Moving N Storage Site plan of De ,00'315 ;s..0 At thcJuly 16, 1997 iegulartnecting, file Inland WellandsAget cy/Coi tio 1 2&67' A 4. 4J' N L 57,15' 1 )*... i iscrva n velopment (46-67 mo t., Commission approved appi #97-4SP, conservation Plan Approval for the construction of all We are pleased to adviseyou that tile planning8g Zonill Commi iml voted on July 23, N 78*4-'D g as r 45,000 sq. ft. commercial building with associated storm water drainage ysteln for on -site 'cations the above referenced application for a site p, 11 of XTL47 'L- disposal Witt) erosion control measures oil property located on lite corner of Route 5 and 41 Strong Road, 17,one as shown on plans prepared by Steinberg Associates, Drawing No. SP-3 'n" and revised througli July 9, 1997. This approval is subject to file following conditions: northerly side ofstrong Road and wcaterlyofJohn Fitch Boulevard, I zone an showi n 52 Development for the construction of a 46,000 sq. ft. building oil prof rty, I ate I n tht 1997 to approve will% modir, 23, Nm OC 10 plans piepared by Steinberg Atutociates,, File No. 96-126 slid revised through July 10, 1997 This approval is subject to file following luodiricatlonn: "imia copy ofthe entire set or plans and this letter reproduced thereon, must be RLIbillittiad it) (Ilia Commission. This must be completed within 65 drilyn of approval prior any onstruct jot, nctivily oil file I. Phor to commencement orally site work, a meeting must be held witti Town Staff. ite. AREA 2. No building permits will be Issued until tile filial illylar" have beell Filed in the Town 2. Construction activities and design of infiltration system shall be subject to the approval DISTURSED AREA of the Town Engineer. Clerk'3 office. ....... )IA3 3. any liability which might result from the proposed operation or use. Agency/Conservation Commission, including a bond in the alIKILInt of $2,OUO. 1. 3. This application is Subject to the conditions of appr val of the Inland W ti id .1, C-1 Tile application shall indemnify and hold harmless the Town of South Windsor- against e at a 4� The permit is valid for rive vearn and shall expire oil �juiy 16, 2002. It flag been 4. Ali us -built plan is requited pJor to issuance ofn Certificate of0ccupancy per Section IWA/CCs policy to notify lt�ndowncr(s)jcapplicani(s) of expiring wetland permits. 8. 1. 10 of tile Z*ning Regulations, Oro I lowe.vcr, it in (lie landowner(s)/applicant(s) responsibility to track expiration dates and ................. notify the Commission offt renewal I eqtlrst at least 6!3 days pi ior to expiratioll. Footing diairis lue required ifthe building has a basement. S. All approvals required must be obtained and submitted prior It, any activity on Uic site. XMIC 6. Alunducapeboiidiiithcatilotititof$2,5GOi3reAluiredaiidniu,,qt M71 .7 Submitted prior to filing of Inylars. -let person shll be identified oil the plans. 4; 7. All plans used in the field by the developer must bear the tamp cod autf rize 6. A contr -4 R 10 of .771 7, We recommend a bond is (lie amount of $2,000 to be submitted to file planning 8L signature of the Town of South Windsor. q --s,.-411,� -4 1�r "C 't, Zoning Corinnission to ensure compliance with the Erosion and Sedimentation C,,Iltrol or 4 1 _3-"4 :J -Is aati Engineer to 8 The installation of tile leaching galleries shall be under the supervision of the Design or Engineer. ;.4 X7M J, e I, " . I Measures, 8. Engineering conaments of July 17, 1997 menio must be addressed to the Town W 9. Undulating berlirts should be added along Strong Road all ROUte 5 3tiee( frontage 4k areas. and lower shrubs should be added to tile grIPM 810,19 Suong Road to supplement 4. 0' CL FENCE ",rg,,,n . reening, se ------------------------------------- W Very trufy yours, 4 4" o4i 111 xna xt J N, I0. Emergency containment procedures and equipment inust provid d r nt pi be e to 1, �vc s Ils 4" - - - - - - 7� INLAND WETLANDS AGENCY/ xnm X-0. llvAm . fuel tank, V froill the on-sitc: CONSERVATION COMMISSION II. A waiver of 23 parkingapaces has been granted p Black and white transparent vilylars or Sheets I cond 2, Spi will, tile ttbnve alodirications, together with three blueprint Copies Of the entire set of plans raust be a o Its n1.44 4 MW C8*6 can i 12 ubinitted t t i El za, th A. Warren, Chairman COraMi3SiI)II As Well as tile I'llould Wetlands Agenry/Conservalion Conim insion must be reproduced on the mvlars. F' Commission within 30 days to be stamped and signed. The Irlters of approv i le, .1�. Z�4 at of fit 0 x7m FAW/pinin to X71,42 Cc: Chief Building Official After the inylars have bcen signed by tile Commission, they will be, returned to you for filing mmus.1014-- X71.69 I Planning N Zoning Co in the Office of the Town Clerk within 90 clays, Town Engineer After filing these Plans, a copy of the receipt must be submitted to the PloAning DepartmonottL 1 41- A� I '4LY­-�',t Ll I I I i I 1� J_L It Mark Gagnon (fax #241-7999) allt U FT T1 A FF 03 Very t - - - - - - JI o . . *,. ­ "'. luly you ING ZONING COMMISSION 7% 1- 17, i Fill= X?34 I i 111cow ;e I== Ffi 7 XJW XNX G Lcvack, Chairman W 4 'P, 7. 1 it �4 ROL/prunt ;_1 F F "I (o. 5 iN + W Cc: Town TR41LER STORAGE A Engineer Chief Building,official (�TONE) 4- 0_110 AnEA C0012 also 1644-2511 Superintendent of Pollution Control jj le Fire Marshal September I I I A Do Z, I to Mark Gagnon TV, r -1 Xn4f FF a 14.5 lt Y­ x Ilarry L. . I; . L N17 h,;.j X70111 25S8 Whitney Avenue t _1 t -, 11 '11 �?!; �, 11 I larriden, CT OA518 #:�4 X It 7-It 4 HE: Capitol Moving& Sloraf X: X?= 220 Strong Itoad A. _V SOUTII WINDSOR, Cr- qz, ®R J" The South Windsor Water pollution Control Authority, at its regular in eeting of Dear Mr. Steinberg: It CM lits, ;tv7 V September 2,1997, gave approval for the connection to theTown's %ewel ew, Y, CONIC. PAVEMENT entitled "Capitol Moving Ar Storage Co., Inc. - 220 Strong Road - South Windsor, of a commercial building at 220 Strong Road, as more speci fically Shown plans o t; Y �T 197, C. I' prepared by Steinberg Associates, liamden, CT, Drawings No. SP3 dated 6/4 t PIK 6/17/97,7/9/97,7/16/97, and M/22/97, And.%ublecl. Io the following rx)ntlilloill: fy NIEN 4 1 -, rL�vi,"I(,/17/97,7/i/97,7/9/97,iiiid7/11/97,ntu]No.A-1 dated6/4/97,rorviSed 10am S,;45 'Technical approval (if the Iowa Engineering Department. K 7Tf % fi 2. Final Authoti(y approval all,] acceptance I, the %A 1 7'. f ni arytiewerag connection vo; e I rp. . 1, 4 1 will be given once thesewer lirw has been installed and inspected it at i"'I 4J A10 T, Town staff, anti based upon file written verification of theTown glaft Illat S I sanitary sewer line was installed In substantial confi,rinan at, desigo plans previously approved by the Authority, and meeli -91 0 regulations road appropriate technical specifications relaling III sartila GO , -�7 X 433 41 ry sewer . c wi l h,;l at -ow rt, R If I construction. 4, If si,:t V If w j lye x1olso it 3. Sewer benefit assessment ,hall be calculated. 4. The ci oss-office sewer line shall bcof ninlinum size in accordance with all XXA ppropriAte State building cod" and all local regulations. E 5. 11lis approval letter must K, superimposed oil lite final approval plans.. XYW L i- IIA-0- coal Very truly you" 894. Z�,, ........ -to X71171 I F1, Mom ED A06 J031 ........ EX CiA V� J ____ ____ -1 .................. 1_1 t X4 .......... . ........ ...................... 4 .... 70 TRUCKS ...... -------- ----- rl ------ f% rar An a" A ^VmI11117.40 AVAIIIII ft 111111111111111P (PANIV 066R) go ---- ---- %,-- ?,0`.-A7W Cc "�M - ) — XL-1110:415 rf­n, 0 1 III< (_.1) I N cz; "rllz U _14 4- - L.;, E f Z_;� A L = I __ vt`� � 17 L4N WIN ,,P, 11 1101- -------------- Joseph J. Catino, Chairman JJC:tt —'Il'iiilsi Water Pollution Control Authorit oc: Matillew Galligall,'rown Manager Michael J. Gantick, Director of Public Works Jerry lazzena, Town [Engineer Marcia lianach, Director of Planning John Collins, Chief Building Inspector k6iam Fvisions ro/1,1/ai APPLICATION 111/12il T TOUN COMMENTS L 0 A T� t .5 GALLERIES 3/a/,58 _ , BLDG UPDAT E I 3/16/lBs A CONTP-ACTOR REVIEW ON C_ ONTIP_4CTOR REVIEW 1-1-W %.—APPROVAL LETTERS 01) 04a r< t7) LU IN *4 to C '14 Ia cS 19r, f of F3 %Vp L6 r- ZC� (0) % F A =J n. 1� 0 < 00 Z CL C) C;q (A 0, t e: ro /4/'%-)-1 SfZa(el AS NOTED FRe no,: drawing no,: Q J k'y JIR A I I I - /-,, "A' I - W_"1 Y-e #EST- 1. 76 OF PROP CRJV. SAIF 7 C� M. -1uz> IT j:. r TE&T FIT DATA AM"", TEST PIT SOILS Tp- 1 TOP8,OIL 1.4'1 35't DEN5E 15ROU, N",� 0� , MlEDIUM SAND 35'1 illl BROWN mEr.>Ium ­i� & A MEDIUM TO CC1AR-4!,E SAND TOP OF PIT El- M.0 WATER AT 5' 0' - 1.4't TOPSOIL TP-2 1.4'1 - 3.54 DENSE BROWN I"WILIM SAJ-0 3 _5 I t - 6 25't 15ROLLJN MEDIUM TO FINE SAND lb-5't - &Z':k CiRAYISH 5ROWN MEDIL211 TO COARSE SA No Til OF PIT a EI,­ 121-1-0 WATER AT IB' 01 - 1.4"t TOPSOIL 1.4'1 - 3.5'1 DENSE BROWN MEDIUM SAND 3-r,-'± - 9l BROWN MEDIUM TO FINE SAND &5't - a0t i3sRAYISW BROWN ME011.11-1 TO COARSE SAND 9 WN-V M. TOP Or- PIT a EL. 110 WATER AT Ill 0' - 1.4't TOPSOIL IA'f - 3.5't DENSE BROWN MEDIUM SAND 3135'1 - 6.5't BROWN MEDIUM TO FINE SAND 615't - 6.0':k i3vRAYISH 5ROWN MEDIUM TO COARSE SAND TOP OF PIT - EL. 12.10 WATER AT Sff 0' - 1.4't TOPIWIL 1.4'1 3-52't DENSE 15ROWN MEDIUM SAND 3-5't M*0tLJN MEDIUM TO FINE SAND 601 Cil I 5W BROU.N MEDIUM TO COARSE SAND TOP OF PIT 11-5.0 WATER AT 1.8- 0' - 1.4't TOPSOIL TP-6 1.4't - 3.5't CeN$E 15ROUJN MEDIUM Sil 35,t - r.-r5,t BROWN MEDIUM TO FINE SAND 6.5't - 6jv.:t CIRAY15H 5ROWN MEDIUM TO C,OAPI -4 TOP OF PIT a EL. ILhV WATER AT 8.3'�4� 1.4't Tof TP-7 1.4'1 - 35't DEN-OtE 5ROLUN MW UM SAND -I.I!ov 35't - iII BROWN MEDIUM TO PrIKE SAND ill - 80't (:iRAYISH &Ql MEDIU111 TO COARSE SAND, ; 11 TOP OF PIT WATERAT 0' - 1.4'1 TOP-501L 1.4't - 35't DENSE 5ROWN MEDIUM 6AND 3 1 BROWN MEDIUM TO FINE $AND ,l - 8.0't CvRAYISH 5ROWN MEDIUM TC COARSE SAND TOP OF PIT EL. 11.0 �'P' X' W% M V1, $1; �WATER AT 50',J: mn- T, It I . , � , Ir w* In 'L 00*135,01 F. R I w''t -r"ir W"y 4 -T� � I A 1� rl� I? ... It W VAM I ;5 .4 e4�, A, ;A g R 5629,55' T 28.6 7, 4 it 'j, 'Ile FINISH'ALUT-IINUM -T 1 -1 1 'A X 11 1; 1' W -rIW V 'Il r I' T 'WITH POLE 5RONZE 4:. q A 4 STAKE WTH TACK I;, Ilt IR V I j�ff 4!� ­4 4, CK WALL FA It " 'J, 4 A 4 % it Ns -,gx- , -;,, ­x ; 41 _-IV, t, -*,:�, ,� 4Z 100w Hf:,e r L IGHT k I It It ki z r IN15H WHITE F .4, `4- f J ? ­7 �c, it it _ T11 X, �T. 4 It p v 59,55 "N I XTUfRE ELEVATION15 L IG�4T F NTS m IL § �j SIGN LEGEND N 0. DOT NO. S1 GN OUAN. ,31-0002 STOP 36 POST MOUNTED MOLATORS �NEWD ,31-0628 HANDICAPPED PARKING STATE PERWT REQUPM POST MOUNTED 3 LTC. 31-0509 POST MOUNTED 2 ENTER N 0 POST TRUCKS MOUNTED POST MOUNTED UND 15TUR5ED -7: AfREA I A 1�� x Am I L . , J 7F I a A." `�--7 EF-)GE OF C;;fRA55 7, 1;, ".31 L: 'N V. C;OR,455 FILTEfR (2 5') .... ...... . 51ON v. 4! -iw-.: R GfR465 51 OFE 12') 1FfR4f= 5W,4LE (13') r-4 T:I 7 - - - - - - - - - - - --- - - - - - - ----- - - cp. 4, NO UIRBI G CA Z, 7C p "T" MIX All B C 0 NY . - -:7 % IT' .4 -w I or A' GUARD ILS RAMP IT, At' I TP-7 0 V No. 164551 GRASS z x f t, -71 RA N�- 4' CONC. APRON it rF.-72,84 E:�) err, J- �y 4�, 8' CL FENCL C. 8. 3" 7 Z 73 8J wk AND GATES 24' v LJ COMPACTOR A. TX e. �Z- A A - 'p- FF v X CONCRETE z WALK—T UA N -3 j it TP v6* r"01 N. A V X, GWS I vk ui k M�wm A , , , , ­4%,. L�f - I I ­, � " 1'. 1. . 1 - 1, , : . I m "Q1 it I � ... , - - to T, -40 0 it p - - - - - - - - - - - i H tt ABOVE GROUND vul DIESEL FUEL FF. B Nu, TAN K - 500 it 0 0 �s GALLON WITH x P*-� A it �T. T — ­­ - ­ �, I- , ; T TRAILER 6"'CRol 'p76 CONTMNMENT--*,.�--I� 'IT -ER --:�1,114 IRA, CK. "A 1P 40 Mv? 4' CONC. APR it p 7 pa, 0)�, it LA T F RIO Z- ON� JI, No. 5956 A 4-11 'T I z 71 pot< �A �4 % 6w 4 V, j FF — 14.5 0 -`4R-?,T 11H*W A - Y& ZID .;, Lu f -15( 4 0'--- 4 In 4 �p �4 11, r11 m z TP-2. 0 Jill �41 L) - - - - - - - - - - - - - - - - - - - - '1w 1k Ki 444 I z qq ETE APRON 4' 51T, GONC. FAVEMENT' CONCR 6ONC' P"DICAP F.4.-62.24 Z.- F - 72. 79 4�' EX Shf.H 4 RAMP 4 124' M m cc TP-8 A"l TYPICAL 0" No. z T— Ilk 77,289 m Nk 0 --T C.L & p :::720,- . - - I ; � : .. 1:T, . " , i - M s It I I I r. % z "a. 24'--+- 1 E3' j, 1 At 8' AIN 0 0 TP co It % 0 it z 7� 5 olal' r W 4'. V 25 It 5d 2,� 6­ 6" BIT. CURBING EJIT. CURBING ku At SOUTH- .14'- It FL. =71 27 ML 1A c; L. -70.17 CA: D. A E Ex. C.1 I t OF PROP. 894,22' At& 30,57 No. J052 w C SNE-T �X� lc�S H. Ill G --------------------- --------------------- G -.a 9.12 .2 1 -,Z.C- G 0 — I -- 0 - G . -- =ol G G - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - loo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r.- 74 've, TIRUC:K5 TPUCK5 'I 10"ll EX. S M H. wv 7?. 53 %I L w — — — w w w — — — — — — w — — — — Tp oil w EX. 12" C I WATER UNE w sv^ w w 4 g-w 4 wv m :E"X SAill 5.4f. H. L -72.m cF jl� AfAff Al At. 14AM 't� rr TF.-71­1� T (PA WD OWR) W W p ix aL& A EX (-.1; A EX HIADWAL M.21 X4 I I , ­ -. k . � , ��­ . . � isi� I W ` - %, , , , F , 1.4 ";4 - � ;--h - 7- -.i� "'I -6-T M IN 1: 1 1 WrH LEAK OFF rT t -i all Al Al /"revisions 6/11,451 APPLIr-ATION I/Ira I TOWN CA'XIMENTS 1/43/sil"T11 GALLEFUES 3/a/W BLDG UPDATE REV1EW tcONTRACTOR REAEW 450,Y .7, 14 3 41" 40 ((D 'S UJI 2 0, -Ji m- n D QD z (0 rawn:JF?a. c1ate1*&/4/,l scale: AS NOTED file nw, drawing no,: X I is 1h 91h � I - � r -, OF PROP. CRN. SN'rT No 3025 It 4.­­;��4­ CHA RL ES P. CL A RK, lr & EX. S. M. H. N BA RR Y GOL DSHER TF.=72.30 eA = uv*J5,0�, FL.=6Z21 MASONR? R = 562 F /N cc/vc MI, "4 it T 28.67' ""4" -00 J, L 57.35' F F Ex, �0� J ka, t tK 3 0 9EL-10 k.L . I. . W - a�. 4 74j�-- m-�4- , `�; 1� Mrs 5� it�i R", '4 -e�WA-trr f, - v Nk 41, �!I j,".f t A IKE 14�41 0111 !7;, 78 It G;fRAIDING LEGEND 14054,' V4 t KnOt EX. SURWYOR 123 P W TH TA 0( 7 Wm' it !11'� t 11 rl Ir R -�A V*- IMF, DESCRIPTION. N > 54' z , , I , - J it o, 4 6POT ELEVATION EX16TINC it Y. UNDISTURBED AREA" L X7230 + L.& A 72-00 PROPOSED SPOT ELEVATION 7,� t-ILTRATION STRIP 2 E>' GRASS F 7' 0 BE MAINTAINED 72.0 RIFRAF SWALE WIT!I4 -1' EX16TING CONTOUR INV-68.8 F T BOTTOM ND 3' SIDES ADS FLARED END ........... + 7 4;14 720 124 LAYER MODIFIED 12' GRASS 6LOFED 6�­IELF RIP -RAP IN SWALE 72 0 1.50 �70.0 71.0 ADS FLARED END ADS FLARED END 0 INV=68.8 71 11 0 INV=68.8 5 TOPSOIL 70.0 70.0 ADS 'LARED END .4 z INV-68.8 11 49 72.0 SWALE -4-68.50 25' GRAS 68.5Q 2 +71.0 8" TOPSOIL TF=73.0 6Ii..5v tADS FLAIR D END INV=68.8 7 +jj I I I I 1) 14 6on I r- -71 0 I-f IIIt[IITJ7T-TTTT1t71 I I I 7=73.20 1200 GALLON 0 irLi C50e 73.50 + TF=70,50 + 5TORMCEPTOR, 21 72.0 OIL -WATER SEP. _4 Z6&50 1.0 70,0 + C.Li& P.`1 0 64551 70. TF-72.80 TF=72.80 /V -72." t74.0 EX. S A4. H. H + 73.0 -4, .50 It T. F. = 72.84 -61.28 7 .6b, 173-60 EX. 151.6. r _7,18J UND15TUR15ED AREA u- SINGLE LINE OF 'CULTEC' RECHARGER 3 OHD MHOI H-20 STORM LEACHING CHAMBERS INST LLED ItF -011 IS SPECIFICATIONS PER MANUFACTURER Itr L41D LEVEL WITH 12" SMOOTH WALL AD� PIPE t70. 2 .30 72.80 + TF=72 ADS FLARE END -68. 1. jqr INV 8 t .71n, .71 tItTF=72.50 TTII' -LF IItu- 3.50 (P I - - - - - - - - - - 0 TRAILER STORGE 73.6 71.0 LArER 3/4" TRAF FROCK) t+ 70.0--h F t72.8 It No. 5.456 7A.:, t6" PVC ttINTO 8" ADS C1502 DOWNSPOUTS 73.0 PIPE CONNECT TU TF=72.50 �K 7. 4a t-143 0 70 CATCH BASINS DRAIN FF ItX67 1.0 ------------ --- O.j END L 69. TF�71.0 t72.50 F 2T007­1 L 73.0 H 72. tL T No. N 665177" W INV=68.8 t5KA MH#2 TT-T T� BA NK Of- SOU TH WINDSOR TF=72.30,1 7t8O 77t8O 7kox BIT. CONC. PAVEMENT t-72.79 4S tr . -44 F.4.-62.24 72 16� 72.50 -70.j I -T-T it -�6 P. x C. T N + 72.00 OTES� PARiCtL,,AREA IS 673,130 sq. ft., 15.45 ac. H 72�80 PARCEL CATED IN THE INDUSTRIAL ZONE. 71, 3. TOPOGRAF�H Tu M. 1200 GALLON ,Y FIELD VERIFIED BASED ON,tC.G.S. DA lz+,t 5TORI-ICEPTOR 4. WETLANDS DELINIATED AND FLAGGED BY JOYCE RAABE, SOIL S( SiENTISI T. ADS FLARID ENDN ]1--, -Al f INV=68.8 WETLAND FLAGS LO�XTED BY DESIGN PROFESSIONALS, INC., JUNE -R aE 1917. OIL-WATE tI I I "Oki + ASSOCIATES 1 108 190\ 72.20 2558 TNEY AVENUE it7 . S 1. F 5 APPLICANT: STEINBER HAMD I CT 06518 I -r 7- -r -1 (203)Z-281-0567 FAX- (203)-281-4399 ITT I I r m x T T + T T�T T -A. t L- L I -j- I -.I- 69.5 TF 070.40 C5014 C5015 EX. C. P. TF=71.5 Ex. 17-F R� PROP-3- 4-OT /r-OVERAGE 6.847. 11 TF=711 80 mfsr TF=70 kO 0 -70.17 1 P OF PROP. COPAIFW��' Ajo. E jaw 2101.1010' 14va I SNt- T ILV FY-1 FL-h27 0.50 + 7' 894.22' No. J05 7 ---------- 4 W52 7. PROJECT SURVEYOR: DE�IGN PROFESSIONALS +69.0 70�50 RICHARD MAM i-X. 2' PLAS. H.P. LINE Az 7A%- Lm C, G zz :Z== - - -- - - --- G G G 165 SOUTH SATE1,IQM-R9.�D ---------------- --------------------------------------------------- ------------------- ------------------ -------------------------------------------------- ------------------ --- ----- -- -� EX. 10, P. V 0. -CARS ----- SOUTH WINDSOR, tT 1. F� - 6.9. .W tRU 6 4L 4S I TF=74.96 TRUCKS -291-8755 F.L.h?-64.62 (N) (860) P. V. C. 62.47 rx. 10 - - - - - - -�-FZ77n-765. F 71.5J w L.ir?-64.72 (8--� F w .m4r Till 801 itF'L.�Vt-64r52 (12 EX 12' C L WATERLINE X. Af. H. PER) EX. S. M. H. u -x. c. 7- " - ­� - - - w w k w - - * , (PA VED 0 WA -TER CL& A EX. S. M. H, Ax 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY F-71.21 71. IF L. =63.55 WTH LEAK OFF -147 ... EX, rF= EX. HADWAUJ LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE F, L. 65.16 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. INFORMATION. ALL EXISTING UTILITIES SHOULD INV '40 ;y r 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 IMPRESSM SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. C--.;fRAD1NCz/ U7' 1 11 = 40' 41 T4 �-W r re tis 6 / /Sl rro4-f*PL I r-,4T ION I/l/lBI TOWN COMMENTS G LLER 3AB/w 5LOG UPDATE 3/16/W CONTP-4r-TOR REVIEW 5/12/W r-ONTRoAr-TOR fREVIEUJ 9c V f� :3 14 F4 6- Alt ?0 cfi T4 .A. -9 ro A?e 46, .k­ A", . 4r,� V7, (? z AOL %0 0 Quz en 41,111111111., Idlawn" JR3 d a t S - ro /4/IB-1 file no.. .......... am S p I SOUTH WAIDSOR LAND RECORDS I N 1/1 wV �A ------- tf OF PRCP CRN 7) M7. J025 -A 0 -2 JAIDY f n If 1195 N 71- LLl-inr\, L/I cx it EX. S.H. rF-72.J0 S pj r ji­ 00 FL-62.21 AfASCWRy NAIL FCNC,c R 5629. 65 ,x. V BA RR Y GOL DSHER WW RIP -RA LtNK #V ockvc. FOVAOA VON 0 COR5 tL T 28.6 .0o ju '50 e z 4b *4 EX, WR VE YOR STAKE NIH 7ACK DELO) V (0 N 78 i ttp -7 ----- LX . vzi, WNSTOVE . . . . . . . . . . . . . . BRO 4RE,4 UNL�) I i IC 4,& P. tN IF PRES TON TRUCKING t COMPA N K, INC. it; ti. -ONSTf UCTION 5ILT FENCE SET OUTSIDE Ll"ITS OF R TE ttt3��70.0 .)K 70.0 Q) +/ It70.0 70,0 it68.50 68.50 tZ - - --- - -- -- - +71.0 _F0 z z L_ 70.0 6 7 TF-73.0 7 .20 + it+ + 73.0 71.0 72.0 DRAINACE TF=7120 FASZENr /m FAVOR TF= 70.50 73.50 OF 4 O No. I mm .0 70 0-� C504 TF=72.0 J�Nb 164551 L TF=72.80 TF=72 80 72.50 I-TOC<fOILE I UND15TUR55D 4RE,4 74.0 EX :M H E,4 10 73.60 730 7 _c + It FL.-61.28 8 EX C. B. T F - 73. _T 7 7, 72.30 + 0 .0 t72.80 FF m TF=72. t+ yQ0_w__ 01� F=70,50 EX HFADWALL tTF=72.50 C e�- I ZY, -4T. - - ------------- ------- -F it F �>o ------------- ------------ 3 71.0 TRAILER STORAGE 7 '.60 .1 ­z A� , - - ­_ - . - - - - - r - __�70,0+ + ((0" L,4TER 3/4" TRAF ROC<) 951� IF 15,1-90 k It Jtv -73.0 72.8 Alo. C. It 4-73.0 IC502 I -7-TF=72 11 _P. 71.0 + 50 FF -1 4,E� 0 - I it "Et-1FOR,4R'� At. t-1,4 T E R 1 .4 L T A it ------------ 1.0 5T0C,<FI1 E + ARE,4 Ids % '0, T No. I L 73.0 72.80 N 69'3f'.37' W It -7==* dm it ITF170.50 72.50 it TF=71.0 V�� �A I �QAIZZM F 2TOO-7 BANK OF SOUTH WNDSOR 71.0 it 7t8O 7 .40 7 .80 1 TF=72..30 /x 51 T, C 0 N PAVEMENT . tA, EX SW.H. TF-72.79 4- Ft.-62.24 + -70.j [1Z T T I I SILT PENCE OR C. L.,+" P V89 H,4T5,4 L E 5 1 L 7 NO, I N CONTROL 4ROUN NOTE u) + ALL C,4TCH E3,45 I N& V 72.00 5 AL 1. PARdL, AREA IS 673,130 sq. ft., 15.45 ac. + 71,0 TT'f= I C TfR4C< 4f=RON /ANTI TEMf=OR,,4RT AT (­,ON5TRIJCTION 2. PARCEL CATED IN THE INDUSTRIAL ZONE. M,4TERIAL -V \ \ - 72.80 72.51 %F7� ZJ1 1171.0 3. TOPO + Z�4 ENTRANCE 4RE % 4. WETLANDS DELINIATED AND FLAGGED BY JOYCE RAABE, SOIL SCIENT15IT. se, t WETLAND FLAGS LOC'AJED BY DESIGN PROFESSIONALS, INC., JUNE 1917. A I GRAP�HY FIELD VERIFIED BASED ON C.G.S. DATUM. 72-20 Q 2558 TNEY AVENUE + _j 5. APPLICANT: STEINBER ASSOCIATES 71.0 HAMD CT 06518 4- M2. (203)/-281-0567 FAX: (203)-281-4399 72.20 it F=71.8 4 4 14 EX. Z P. P6� "Es T_ 1. 6 6. PRO�9�9--L-QT (ZOVERAGE 6.84% C.I.P. TF=71.50 TF=71-80 CSF4 it TF=70.�O EX. SNff L. 70.17 70.oUn SNET 1 20 00'_I 94.22 A10. 3051 ----------- 16- cic PTFCR Cufffvrff 7. PROJECT SURVEYOR: DS�IGN PROFESSIONALS i -I- - --- - - - -701.1-_-- - --- - - - --- --- U . RICHARD MARTEJ, P_ ,�j SNE T G -,1- !9 2Laol T 0 - G -- -------------- ----------------­--------- - -------------------------------------------- 165 SOUTH SATE�LjIE �zz�zz==) --------------------------- ---------------------------- - - - ------------ ----------------------------------------- I ----------------------------------- -- -x S. m.,y. /I ------------ c4R5_ SOUTH WINDSOR, CT _._1 4, �W, 69.82 (N) EX. 10' P. Vc (860)-291-8755 Fl.in-64.62 TRUCX� tRu x Zy- a�L rF.:74.96 0 - - - - - - - 7r---7,rff I 4s� F.L. 62.47 -7, - wV w -64.72 (8'� I W - Tr_ F.Liq W W W FL.put-64.52 (12'�-S) wV ---------------------- EX. 12ffC.I. WATERVA(E EX. S M.N. w w WR) EX. M. H. FY IZ--. C 4 - WA rER - tM- EX S. M. H. (PA tTD 0 W _4�:z �Z P-51 ex C.B.. rF - 72. e8 rF.-7 EX HEA WA t LJ 1. UNLESS OTHERWSE NOTED, EXISTING UTILITY Ff 8' rFr - 71.21 A4-_. 5 T x A94E" No. 1 33 1. -� , "-' gy�,�F4- 7� -,y, �.l LOCATIONS AS SROWN, ARE BASED ON AVAILABLE FL'-65,16 INV-6;1 Fl.-64.59 WTV LEAK OFF INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE To BE STAKED IN THE FIELD gum� .-(9 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. &17E FLAN EF,,0510N 4 5E[>1"-1ENTA710N CON7 Ci.- 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 4 i%A#jm J) k, 4� 1� :7 > 4 ir, 1 -;4 6, No revisions APPLICATION T004 C4MMENT5 1/15/IC31/151 GALLERIES 3/a/w 5LC>Ca UFPDATE 3/19/w CONTRACTOR REVIEW 5/12/w 1 xi r (0) E < 0 izi > C c c LLJ N 'T Fk IL a (w) z E! QL fz- ) L1- G�l Fc)?� co-) z 0 (n 0 Or 0 z 0 (n P CN rawn;jRG u k if; '"D IN(-,' I =L�, file cl r,Q� w 1 ng ., n 0 L P 4 I mobb-, ,qqm ki 1101111 10 %*,�, �-, e, �?, ,, , T, -%* �. `� W1 ''pill pr�. X, '' 4,�_ m &I o- aw 4� dno �qo�4 1 a 3 .1­". N�v ft!'t h, N -g(7 &T`OfR�l &EUJEF,. &TfRUCTUfRE &C�4EDULE A ­n v["­ . .... .... A4, X, & T*rFE N, MAR< INV OUT REMAR<e R INV. IN T.F. V .T,i -12.30 (0a.00 'C' T`rFE CATCH 5A6IN ur be kept to a minimum; restabilization will be scheduled as CODED BASIN WITH 2' 5UMF(M1 st bance will 5 n soon (is '12.50 1 La I'' is 4, practicable f 'C' TYFE CATCH BASIN E AL) HOODED BASIN WITH 2' 5UMP(MIN) MIRAF11 D 25i FILTER FABRIC SECURED TO 2 ATCH BASIN 72.00 r0a.00 r0a.00 HOODED BASIN WITH SUMF(MIN) 1�, 44 POSTS WTH METAL CLIPS, �IV-ot- V 'C,' TYPE C Haybale filters or siltation fence will be installed at all culvert outlets and a ong The toe OT all critical cut and Im slopes. At, -=*A -rypt= -12.00 A� HOODED BASIN WITH 2' r0a.00 r0a.00 A", ha al protected with -4 yb throughd d t 3, Catch basins will be e filters or siltation fence ut HOODED BASIN WITH 2' 5UI`-1F(MIN) 'CL' TTFE S,4TCH BASIN (0a,00 60.00 disturbed areas are thoroughly st bilize the construction per ad and until a A. ith accordance -H BASIN 13.20 (0 a,00 ro a,00 HOODEI-D BASIN WITH 2' &UMF(MIN) 4. All erosion and sedinn entation control measures will be constructed in 'CL' T'�'FE CAT(, C, 5 Pro rianGIDOCK. the standards and Ifications of the Erosion & Sediment Control spec 'GL' T"r'FE CATCH BASIN '1 2ZO (0 a. Ci a (0 Is. 1B a HOODED BASIN WITH 2' 5UMF(MIN) SS i;�y 4� it 'CL' T'�'FE CATCH J f: 5UMF(MIN whenever possible. P -12.00 roa.20 HOODED BASIN WITH 2' 5 Erosion and sediment control measures will be installed prior to construction BASIN !�J 'i"A 2 R All t-nnfrnl rnPn<ziiro<z will hp rnnintninpri in PffPntivp condition throuahout the I T Y f=;= e-_AT( W RL4,;IN '10.50 r0a.00 (00.00 Wnn0;=0 R.44�IN WITH 2' SUMF(MIN' j: �FLOW le, .7 - , , * .1 '' 1 1. construction period. 7' -N 'CL' TYFE C '12.50 (0&.00 ro a.00 HOODED BASIN WITH 2 5UI`-1f=(MIN) A.. lit, 0 ATCH BASIN tion period, i f DED BASIN WITH 2 5UMF( MIN) 7. Additional control measures will be installed during the construc J 10.50 (0a.00 r0a.00 HOO1_ $ C5#11 'CL' TYPE CATCH e,45 I N necessary or required. V, A 'r.­ I I t= A r M 1 -11 11^17� /-I at ^/7� a 17) el"') V=� A 4� It%.! I I I ITLI 4;1 IM;=(M IN -4 &.,e�N�l I I %Iwi I I I ANCHOR FABRIC WITH 8. Sediment removed from controi structures will be disposed Or in a manner which Is oF co E OR nsistent with the intent of the plan. (00,00 HOODED BASIN WITH 2' eUMf=(MIN) CRUSHED STON 14� c1l 'CL' TYFE CATCH BASIN r0a.00 �-Ll TYPE -�,: . - I V-1 V_� lc-� C.-o 4/ W-1 T J 1 C5#13 111-1 SOIL AND TAMP on is assigned the responsibility for implementing this erosi C *14 'C _10.E>0 r05,00 (0a.00 HOODED BASIN WITH 2' 5UMF(M IN) ------------------ - ,51 L' TYPE C;ATCH BASIN and sediment control plan and can be reached at the afore referenced telephone number. 2"X4" WOODEN POSTS 8'-O"O.C. This responsibility includes the installation and maintenance of control measures, informing all C15015 'CL' TYPE CATCH BASIN 11.50 r0a.00 r0a.00 HOODED BASIN WITH 2' SUMF(M IN) MAXIMUM and objectives of the plan, parties engaged on the construction site of the requirements r0a.00 notifying the Planning and Zoning office of an transfer of this responsibility, and for conveying 'C,' TT'FE CATCH BA51N I I.ao r0a.00 HOODED BASIN WITH 2 O^UMf=,(MIN) y f the Erosion and Se COPY 0 A.� -i­� SILT FENCE climent Control Plan if the title to the land is transferred. -1 'G' TYPE CATCH 5A61N . ... . r0a,00 (05,00 HOODED BASIN WITH 2 5UMP(MIN) N.T.6 Any existing storm pipe on the site to be abandoned shall be properl� capped and 10. 3.a3 I gged to prevent sediment from entering the storm system. MHOI PRECAST M,4NHCLE 2' SUMF (MIN) p u A., MH02 FREG,45T MANHOLE i&.50 (0e.50 2' SUMP (MIN) t k,�,; J '5.20 STORM CEf=TOfR (o to 43.2 0 1'100 GALLON vl.'K��tl�"`: k W2 I toe.[- I L, r- I Q.) M (0 t�. I V ro C., I V.11 (.3o"LLUN J, CONTROLLED 5AC.K FILL EXI5TINr_z 5AND*1' 50 I L NON-WOvEN �SECTEXTILE 0 _A FILTER f=,45RIC 41-10, A 27 -T -Y -n I �V? I -:rA __r e visions ii�13 7- [AF'T-LIC;A I IC)N 1/1/c�l TOWN COMMENT5 7 I GALLERIE5 � 3/a/W - I 5LDG UPDATE L CONTRACTog Rf_;vfF_UJ CONTRACTOR IREVIEUJ 5TOF,t�'01 5ELUEfR FIFE &�­IIEIDULE' T �n. -'s 7� V 45 ALL STORM FIFE SHALL BE 'HANCOR' CORRUGATED, SMOOTH INTERIOR F.E. FIFE OF 12" DIAMETER CONNECTED A > _$z J - 'CULTEC' FZECHAR(SER 330HD LEASHINn TO RECHARSE CHAMBERS Ae SFECIFIED 5'1' CHAMBER MANUFACTURER O-U56TITUTION& MAT' BE FROPO CHAMBERS - H-20 RATED -;E CHAMBERS SHALL BE LAID FLAT(0 ITCH) ALL FIFE BETWEEN CATCH 5A5IN6 AND RECHARC 6E DI �Iil, SUBJECT TO ENGINEER'S REVIEW Al L FIFE SHOWN WITH FLOW DIREC;TION ARROW SHALL BE a" OF THE TYPE AS 5FEGIFIED ABOVE, EXCEPT WITH AND AFFROVAL('11NIFILTRATOR' NOT AFFROVED 5U5 5TITUTION),, :J A I/a" FER 121" FITCH IN THE DIRECTiON A& INDICATED ON THE DRAWING -IM :L 41 -7- Y, .00 J 4 7,* INSTALLATION OF SEDIMENTATION AND. /4"-11/4" TRAFR( L Hi 161 GENERAL NOITS: EROSION CO 4 4, 3 :_7 S, 1. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS 7: .4, Y DESIGN PROFESSIONALS 1. SILTATION FENCE AVAILABLE INFORMATION AND IS NOT DEEMED TO BE COMPLETE. post at,:, U) n. 0 UTILITY LOCATIONS ARE BASED ON THE BEST A. Dig a six inch trench on the uphill side of the designated fenceline oc�tio' B . Position the post at the back of the trench (downhill side), and hammer the LL VERIFY THE LOCATIONS AND SIZES OF :7' "n, least 1.5 feet into the ground. ALL EXISTING UTILITIES PRIOR TO THE COMMENCEMENT OF CONST Lay the bottom six inches of the fabric into the trench to pre A , C . FLICTS TO THE ENGINEER FOR vent undermining by &4 AIRGE C �44t%-1 5 E f;R 7DETAI storm water run-off. A DETERMINATION. J, <; NT& '�4 D. Backfill the trench and compact. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CALL 11. HAYBALES 2" CLASS 2 BITUMINOUS CONCRETE CLASS 2 BITUMINOUS CONCRETE IG" AT 1-800-922-4455. 1/2 1-1/2- CLASS I BITUMINOUS CONCRETE A. Bales shall be placed in a single row, lengthwise, oriented parallel to the contour', f 2" CLASS 1 BITUMINOUS CONCRETE TI-4P (C)NTPArT0P ':�HAI I qFC,I IRF Al I PFRMITS AND POST ANY BONDS w tiqhtly at-t-4-ing one another. ith endS Of OIJJUCt�[]L UU14tZ�i LIYIILIY UL)ULLIlly Q11 REQUIRED FOR DEMOLITION OR EXCAVATION PRIOR TO THE COMMENCEMENT 00 0 0 0 0 0 0 B. Bales shall be entrenched and backfilled. A trench shall be excavated the wid -he bales are staked, the excavated soil sha four inches. After t a bale and the length of the proposed barrier to a minimum depth of RK, th of 'if 11 be .7. 4. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION backfilled against the barrier. ILS AND TO 6" COMPACTED LAYER PROCESSED STONE 4- COMPACTED LAYER PROCESSED STONE METHODS SHALL CONFORM TO THE SPECIFICATIONS AND DETA 411 e T TIONS OF THE STATE OF CONNECTICUT, D C. Each bale shall be securely anchored by at least two (2) stakes. .4 r n MnAnQ 001 r A k1r) ST ANDARD SPECIF ICA I ONS r OR r\Vt-XIJ,3 BR DGLS A1,41D OF TRANSPORTATION, 8" COMPACTED LAYER BANK RUN UHAV PREPARED 8" COMPACTED LAYER BANK RUN GRAVEL LL INCIDENTAL CONSTRUCTION FORM 814A. ALL FILL MATERIAL UNDER D. The gaps between bales shall be wedged with straw to prevent water leakage ­J! STRUCTURES SHALL BE "COMPACTED GRAVEL FILL" AND SHALL BE PLACED j E. The barrier shall be extended to such a length that the bottoms of the end bales BITUMINOUS CONCRETE P A VE M E N T',,--,t IN PARKING AREA COM r IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2.14, UNDER THE BITUMINOUS CONCRETE PAVEMENT are higher in elevation than the to 0 the lowest middle bale, to ensure 0 SUPERVISION OF A QUALIFIED PROFESSIONAL ENGINEER. PACTION SHALL that run-off will flow either th ug� or over the barrier, but not around it IN TRUCK AREA 4.. N.TS 4� MOISTURE CONTENT. BE 95% MIN DRY DENSITY PER ASTMD1557 AT ±3 PERCENT OF OPTIMUM '91 N. 00i :41S.Iei.,.�,; p :I ON 4 0 ZI, 5. ALL WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS "N 4j" *soft W_­ �[A SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR AND THE WATER N 5 C OMPANY'S SPECIFICATIONS AND 0 (COMPACTED) CLASS 2 51TUMI CONCRETE SURFACE COURSE M D REQUIREMENTS. OPERATION AND MAINTENANCE OF SEDIMENTATION AN A;.1)111_�rk,V­: -Now 75 6 4'? 4 Ili W. J) Y W 'X� IUL_ 4 'V�- -x` 'T. OTE- -'t ALL MATERIALS Af TO MEET WITH THE RESPECTIVE UTILITY COMPANIES, v", G N 6. THE EXACT LOCATION AND SIZE OF THE WATER, SEWER, TELEPHONE, EROSION CONTROL MEASURES RVICES ARE TO BE COORDINATED AND DETERMINED -,J RE FORM "n. 1. SILTATION FENCE a AS AMENDED 14 of cc -111 (COMPACTED D h irain- ' i _. I �, � , ­­, _ .0-, 7. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY fall. All PROCE65E DISCREPANCY REGARDING THE P deteriorated fabric and damaged TRAPROC< 5A5E -,M�05.01 r ter e y ol All siltation fences shall be inspected as a minimum weeki FORESEEN CONDITION posts shall be replaced and properly repositioned i ARISE, PRIOR TO PROCEEDING FURTHER WITH AFFECTED WORK,,,.,, accordance with this plan. i J A.4 CIQ Z, CQ1 Sediment deposits shall be removed from behind the fence when they exceed a height 8. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR WILL BE REQUIRED TO one foot. A FURNISH OWNER AND THE TOWN OF SOUTH WINDSOR WITH AN AS-BUiLT SURVE Y L A 7, J, ,j $UB5A6E OVER COMPACTED 5U5GR .r;)E J roll (COMPACTED) PROCESSED GRAV L (TRENCH 5ACKFILL) MZ2 C W e" HAYBALES -F 6, 1)� �':i' 9. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH A All haybale rings shall be inspected following each rainfall. Repair or replacement sh t all a I �z -ie, - be promptl made as needed. ALL TOWN AND UTILITY COMPANIES FOR SERVICE INSTALLATIONS AND CONNECTION S y p J. ". " .1 .?, 4 T LL COORDINATE THE WORK THAT -out if one half of the original h to, r, a w n: J1;z4 eight o f the IS TO BE DONE BY THE RESPECTIVE UTILITY COMPANIES AND SHALL PAY ALL, [Clate" 6141�1 B. De osits shall be removed and cleaned 1"AllIX11 Al b _\I7LAnI I-rInKIC AC k I C't'C'C C A 0 If r fes becomes filled with sediment. COMPACTED IN 12" LIFTS (OR,4 J. $Vz'A.4 D) NO STOt LL SECUR A FEES FOR CONNrE_C TIU01NIS, RELUX/A 1 VIN MINI_) ULIVIULI I IVI-40, 1 N L- L- fn I I E ALL PERMITS AND POST ALL INSURANCES % �0.111, J scale: AS NOTED OTHERWISE APPROVE A - ki- n o..: LARj3ER THAN 3" t Re rJ N ed follo ed( drawing no,: I I �� v, Ill. SEDIMENT BASINS lo. REQUIRED, INCLUDING CONNECTICUT DEPARTMENT OF TRANSPORTATION 0*1 A. All sediment basins'shall be inspec ain Repair of opes shall be ENCROACHMENT PERMIT AND INSURANCE F STATE ROUTE 5 RIGHT OR WORK REQUIRED IN THE romptly made as needed. fall sl p TEMf=ORARY PAVEMENT PM g ENT PERMIT BOND. PATCHING DETAIL SECTION qS E H NT5, no -OF-WAY. 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I .- �, _" 6 . .- I I . - ",--.:,. - - - " . � - - "\ '" * I � 1, I 6 1 " �61 I - - w .- _ - - -- - %t - . ­ 14 - 4 -_ j, .� I I I I --- _. ,- 1� � - -- - - -,-a . __ - ­1 ,- ­ - ­ 'A _ _ _ __ ___ _ __ ___ * 6 _-_'­' . _ _ __� _ W _ __ __ . I - "!_ 1 , - _�, ..­_-, 41 - __.. I . - I - - - I A?TR-t,A�6 __ - ' � f-A - _ L:1 ,x; ,-,v __ — . CY S. M. Ali jA .1., .,'-I-W - ;;M.N. I 1 :6 _� , IJ__.Jf,556 - - �. I I �bkXt,0 : ; . E; : , I'll-i. T F -71.21 1 4 ,�, - , 7 I I I EX HE !7 t -e,5. )rz I - r 4 - ­94 6 17 6 . . I . W77f LEAK ky�: T , �, - ", ; ,,�? REVISIONS __ ------- ____ ------- --- DRAWN BY: cm CHECKEDBY- i- ___ , �- �_i - r1K 0 V) 11 n U) z :?: 01t. = a [-- a ::� U 0 Cn z �Q I I m n 1�� < �Q 0 . T�� r- __ � 0 ry -0 � 0 '1�14� �;;, U C_zZZZ3 tt 0 - ry 0��_ I— 4 �__� CP 2�b a 0 1�� N QE�z (N NOTES This drovAng 6 detab on It, as an instruinent of service, is On property of CR3 Inc. to be used for *& sCIfIc " project and " not loanect cople4l or reproduced wt0vout consent of CR3 inr- _____ SHEET NO. Lot SITE PLANTING SCALE I ", =40 P —0 51 DATE 06/08/98 . PRO]. NO, 97106.00 F7V "I mimm CREPE PAPER TREE WRAP TO SECOND BRANCHING REMOVE BURLAP, WIRE BASKET AND TIES FROM TOP AND 51DE5 OF BALLS FOR BOTH TREES AND SHRUB5 1 1/2" MULCH DEPTH TREE 8 SHRUB BED (TAPER TO 1/2" ® TRUNK) PLANT INv i i1X (T 1 r- I" MULCH DEPTH &ROUND COVER / PERENNIAL BEDS (KEEP MULCH OFF CROWNS) PLANTING MIX (TYP.) 5UB6RADE NOTE: TREES AND 5HRU55 SHALL BE PLANTED WITH THE 5A5E OF THE BOLE 2" TO 5" ABOVE EXI5TIN6 GRADE TO ALLOW FOR SETTLEMENT • y N- Not to Scale PLANT LIST SYM. QTY. TECHNICAL NAME DECIDUOUS TREES AR 5 AGER RUBRUM 'RED SUNSET' AS 4 ACER 5ACCHARUM 'GREEN MOUNTAIN' CK 5 CORNU5 KOU5A "CHINEN515" FP 8 FRAXINU5 PENN5YLVANICA 'PATMORE' PLA 10 PLATANUS x ACERI FOLI A PC 2 PYR.US CALLERIANA CHANTICLEER EVERGREEN TREES PA 24 PiCEA ABIES PO 15 PICEA OMORIKA PN 15 PINUS N16RA P5 II PINU5 S71;,'05U5 DECIDUOUS SHRUBS CA 16 CORNU5 ALBA 'AR&ENTEO MAR6INATA' IV 5 ILEX VERTICILLATA FI 70 FORSYTHIA INTERMEDIA 'LYNWOOD GOLD' m - i3 'riTRiCA T-=NNSYLVinNIvA VM 50 VIBURNUM PLICATUM 'MARIESII' VC 5 VIBURNUM CARLESII EVERGREEN SHRUBS JC 24 JUNIPERU5 OHINEN515 'SEA GREEN' T& 52 TAXUS CUSPIDATA '6REENAAVE' PERENNIALS HM 740 HEMEROCALLIS HYPERION GENERAL NOTES: PLANTING COMMON NAME SIZE COMMENTS RED SUNSET RED MAPLE 2 1/2" GAL. 545 GREEN MOUNTAIN 506AR MAPLE 2 1/2" CAL. 545 CHINESE DOGWOOD 'I-6'HT. 565 PATMORE ASH 2 1/2" CAL. 545 LONDON PLANE TREE 2" CAL. MIN. 545 CHANTICLEER PEAR 2 1/2" CAL. MIN. BdB NORYVAY SPRUCE SERBIAN SPRUCE AUSTRIAN PINE WHITE PINE 5-6 HT. B 4 B 5-6' HT. B d 5 5-6' HT. 545 5-6' HT. B d B VARIEGATED REDTWI6 DOGWOOD 50-56" 5P CONT. WINTERBERRY 24-50" 5P CONT. LYNAOOD GOLD FORSYTHIA 5-4' 5P CONT. =A,naccc,e If',_7d" �,P rnNT MARIES DOUBLEFILE VIBURNUM 24-56" SP CONT. FRAGRANT VIBURNUM I 24-36" SP CONT. SEA 6REEN JUNIPER 6REENAAVE YEW HYPERION DAYLILY 1. AS CONSTRUCTION PROCEEDS, FINE GRADE AND SEED OR 50D AS SOON AS POSSIBLE TO REDUCE RUNOFF. 2. ALL DISTURBED AREAS NOT COVERED BY BUILDIN6, PAViN6, PLANTING BEDS OR OTHER IMPROVEMENTS SHALL BE GRADED, TOP501LEP TO A DEPTH OF 6" AND SEEDED (LAWN MIX OR AILDFLOWER MIX AS NOTED). PLANT 5ED5 SHALL BE TOP50ILED TO A DEPTH OF 1211. 5. IN ALL SHRUB BEDS TO RECEIVE MASS PLANTIN6, PROVIDE PINE BARK MULCH A5 DETAILED. ESTABLISH A NEAT, SMOOTH ED6E BETWEEN MULCH AND LAWN. 4. ADJUSTMENTS IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO LOCATIONS OF UTILITIES. ADJUSTMENTS SHALL BE APPROVED BY THE OANER'5 REPRESENTATIVE. 5. PROVIDE AND INSTALL ALL. PLANTS SHORN ON THE PLANTIN6 PLAN DRAAIN65; THE OUANTITIE5 IN THE PLANT L15T ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. IF DISCREPANCIES OCCUR, THE DRAWING PREVAILS OVER THE PLANT LIST. SEEDING SCHEDULE 18-21" 5P CONT. IS-21" 5P CONT, I, APPLY SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF inn PnilNOC, PFR AGRF OR i.5 POUNDS PER 1,000 SOUARE FEET U51N6 10-10-10 OR EQUIVALENT, IN ADDITION, 500 1 55, OF 58-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOP DRE551N6. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OF 135 POUNDS PER 1,000 50. FT. PERMANENT VEGETATIVE COVER I. SEEDIN6 DATES: APRIL I TO JUNE I AND AUGUST 15 TO SEPTEMBER I. 2. USE THE FOLLOWING SEED MIXTURE: KENTUCKY BLUE GRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYE6RA55 10% 5. APPLY I POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-100 POUNDS PER 1,000 50. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER 1. SEEDIN& DATES: MARCH I TO JUNE 15 AND AUGUST I TO OCTOBER I. 2. USE ANNUAL RYE6RA5S 10030 5. APPLY I POUND PER 1,000 50. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH ri I L I VI`l� f"LIB riVf�L.. 5 PINT CONT. I DRAWN BY: GRH I CHECKEDBY- NOTES This drawing 6 detals on It as an Irotrument of service, is the prop" of CR3 Inc. to be used for this specific project and shall not bbee band, copied, or reproduced without consent of CR3 Inc. SHEET NO. L•r TITLE SITE PLANTING SCALE NONE DATE 06/08/98 PR% No. -- 97106.00 0 Ail A A 41� "0, .4 x� -'N .V� v -7 .44 A �0'- 4" V-7 11 JL POUCA6T COC cq%op J e g� Or, sm. IFNI, t f 's v .".k; ;iL 4,. 7 1 A x < Z. 7.: rM 57, g 'c 41 v A, 4. t;e' "A . ...... A e of '. � �1, '. p - ..r , , "4. A__ 1 1, -, , - '., -, "r, " �, , t u N fm f 7 "'U V­ N 2 ,g "IZ, j )A' _1All 7_. p �4 19 &Y MAL BLDG M~. 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'o, T V% or, -ell I't STAIR U-(TYPICL, __*14:7�:,-,�"P!, - 4 y 41 Ik al 61 AN 511 �- MZ�; 4 7 AT WYE LEVEL li��4 As or I ccw*akxe fww OF v"CIN I . �1. Y*; ! _T -471� -1:", N� A!, 'Aw DOOM GWALL 1111 *01111-AM '(7 A I;_ zq -zl, 'j V 07-W y �Z�W, "'41 kT AN RZ L 14 vo, IF # �Wi_ a_; 0 N 41V 11�"` KEY PLAN WMI_44 IS xylv 151,;� 011M .7 Pd W w [Ur- <cl 00 For mile%% F_ U) C� 04 CIQ a ujr: JRG date: 6141-B-1 e,r,a le, A6 NOTED File no.. 4 7 KYNAR FINISH J�LQE� METAL SIDING ARCHITECTURAL STANDING 6EAM eLUE COLOR 4FT SOFFIT ROOF 12 /2 1 TC-44 F'zr mr r ev -s on!5 70t kq ir�x 5 71 % P 'i'p*' 2/24/W -T OUNER REVIEW 'Wr "M PRFFAI5 METAL OUNER REVIEW 04-Ue METAL SIDING UPPER, % �g : pi�r "!x4 R, BLDG CONTRACTOR REVIEW 5A2/W I ro** 7� lie 15Lr,>G CONTRACTOR REVIEW -ETAL 6 1 D 1?s* :77 ITCH 7 .7� - - - - - - - - - - IBUILID ING IBEYOND Ji 1 KYNAR FINISH ARCHITECTURAL STANDING SEAM fit 5LUE COLOR 12 PITC-i-4 4 . W`l M"-' 7" 'y� N'F ul L C= r Lu Cq!m STANDARD GRAY SCORED FACE ICMU 61-LIT FACE ICMU STANDARV GRA COURSES) OF SCOFMD YJ STANDARD GRAY CONC FOUNDATION I AT LOADING DOORS SPLIT FACE ICMU X4REC FACE IC 0 RECEIVE DOOR 5EALS KELLEY OREQUAL (3 COURSES STANDARD GRAY 4' SOFFIT ROOF OVER DOORS DOCK SEALS AND BUMPERS METAL STANDING SEAM ROOF(BLUE) ':V-OF�ED FACE IC �M (3 COURSES) ENE� ELEVATION I/a 0 STANDARD GRAY FACE I u SPLIT F'REFAI5 METAL 51JILDING METAL SIDING UPPER, 4' SOFFIT ROOF OVER 00OR6 METAL STANDING SEAM ROOF(5LUE) P Pit ITC -------- — ------ — — — — — — 4" PANEL PROJECTION FROM FACE OF MASONRY TYPICAL ALL IBUILDING 00 LE F-,NDUJALL F 10 12 11 12 PITCH 4 RRHEAD DOOR WITH, L L C= I T7 + + T. T FACE ICMU, -OUNDATION c N c r AY STANDARD GR IBUILT-UP EARTH RAMP STANDARD GRAY n' PROVIDE FRAME FOR FUTURE LU I TH IBIT, CONC. PAVING SCORED FACE ICMU OVERHEAD, DOOR (TYPICAL) COURSE6) z 00 LED M L GUARD 8" CONC. FIL ETA PIPE COL. 5OLLARDS RAILS EACH 61DE OF RAMP lit) kalk v J E L E vA T 1 0 N I, - 0 7_r p W- OTE- N LINES MASONRY CONTROL JOINT5 SHALL 5E PkOVIDED A$ PER ACI-316 GUIDE 'WIL-L'-5E--f:pRO\ADF-C ? ALL MASONRY CONTROL JONT9 CING CATING COLUMN LINE PA INDI A PLAN LOCATING TER RECEIVING i5UILDIWG MANUFAC-TURER'5 544OF DRALIJ01*6 CONTRACTOR AF date; 6/4/e SCa le: AS NOTED w 5F ,,,, - -11 ... - , I 1. � �- II I . I : . I , ;-::,- t, ­t7-,7f- -; S 1 'n, t'.-' . -. - y` r M1 i w r ai r+' h i . 1 Y L � � X,f 7 �•. a n{ d 1y r it P - t t br 5- g i sT: i 4 .� <. ,. F M TA I IN ��- PRE AB E L PU LD C: F �+ 1 J .� I Y- .R w t . 1 � ,yy # Y a r 1 � f 4 t.. M A 1 1 E t d s ET S D NCx UPPER 4.• - t t.- ', . I _ ,. : 3 h P a p J k f l F, PJ r ' � 4r ,. n 7 A y ¢ �- Y' T 1: � .7 t �+ sr � ': Pi: 'rM { S. ,:k, '',�I-, i' S 1 ,R 'V [ I` 'R • rw ,.,y i. • �R _�i 'li" r j s , a r 1 1 { i y. 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