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HomeMy WebLinkAbout201 SOUTH SATELLITE ROADiti�n� 201 South Satellite Rd industrial bidg. I ��v— Project M&racteristics Building floor area - 4,000 sf Building slab area - 4,000 sf Building mezzanine area - 0 sf Area of finished space (offices, toilets, corridors, etc.)-Approx.1,230 sf Area of semifinsh.ed space (v&rehouse, production, etc.)-Approx. 2,770 sf Area of unfinished space (without heat, light, additional finish, etc.)- 0 sf Eave height - 12` 0" Clear height under the lowest purlin - 11' 7' Material of the exterior - Ir.sulated metal panel and glass End use of the building - Office and warehouse Number of persons using the space - 20 Project value - $ 207,000 ($51.75/sf) t llowances carried as part of this proposal - None Alternattes carried in addition to this proposal - Sprinkler system (wet) - add $9,890 Primary contact - Kevin Johnson Contact address - 32 North Road Warehouse Point, Connecticut 06098 Contact phone number - (203)627-9044 Tri-State Industrial Laundries - South Vindw. - May 1996 A"CONINC 541 - Gesersd Cesditiess Expenses of the following are borne by AEMN as required: Architectural design Engineering design Project managment Project supervision LAvout by i tirangad mim vnr Storage and office trailer Material testing Temporary toilat facilities Temporary telephone Temporary electrical pover Temporary eater service Trash removal service As built drawings Progress photographs Permit fees Expenses of the following are borne by the owner as required: Utility hoot -up fees Boundry and topographical surveys Winter conditions Divisions of Work not included as part of this proposal: 504 - Masonry 511- Equipment 512 - Furnishings 513 - Special Construction 514 - Conveying Systems Tri-State Industrial Laundries - South Windsor - May 1996 I lilcoj 0 8 0 k� I 502 - Site Work The site shall be cleared of all vegetation. Topsoil shall be stripped from the site and stockpiled for future use. Material not used in the landscaping shall be left in a location designated by the owner in the vicinity of the building. Borrow is not anticipated, The site is estimated to be balanced based on topographical informWon supplied by the owner, Extra material will be brought to the site, as agreed with the owner at extra cost. Excavation of rock, rubble and debris is not included as part of this proposal. If encountered it shall be removed, as agreed, at extra cost to the owner. Storm sewers shall be located as shown on the site sketch. They shall be reinforced concrete PVC as required. Drainage structures such as manholes and catch- .14 basins shall be reinforced precast concrete. Sanitary sewer shall be located as shown on the site sketch. It shall be seamless copper tubing for the domestic water service. Sprinkler piping, if requested, shall be ductile iron as required by the water company. Electrical service shall be brought underground to the building by the electric company. AECON will coordinate the service with the utility company. The cost of the electrical wiring from the secondary side of the transformer to the building shall be included by AECON. Telephone service shall be brought underground to the building by the telephone company, The owner shall make request for the service and pay the installation fees if any. AECON will coordinate the wort with the phone company. Foundation trenching shall be to the designated depths. In the absence of subsoil data any material which is discovered which is not suitable for bearing will be removed at extra cost. The bottom of the excavation shall be hand dressed and recompacted prior to pouring concrete. Only that length of foundation which can be reasonably expected to be poured the following day shall be excavated. Underslab gravel shall be placed to a thickness of 8". This layer shall be fully compacted and graded prior to placement of concrete. Under paving gravel and stone shall be placed to a thickness of 12" and 4", respectively. These layers shall be fully compacted and graded prior to placement of paving material. Paving shall be 3' thick compacted (placed in 2 courses). It shall be placed in conditions suitable to achieve a&quate compsction. It shall be a recognized DOTmix. Tri-State Industrial Laundries - South Tindsor - May 1986 "ImCON INC 302 - Site •erk (cen"ved) Curbing shall be a 6" bitm.inous curbing. Striping shall be done in accordance with the final approved site plan. Stripes shall be white. Lavns shall be seeded in accordance with the approved site plan, on topsoil spread from the spoil pile. If Efttional topsoil is needed it shall be brought in at additional cost. Miscellaneous site ®ork materials shall include: Snov fencing shall be placed as designated be the approved site plan. &aybales shall be utilized as specified by the approved site plan. Landscaping shall be done in accordance with the approved site plan. Tri-State industrial Laundries - South Winds" - May 1986 .�, n y I v-r'7., c T 'Aa. � t 5S3 - Coacrete E.:,e foundation walas,dock retaining wall and footing shall be designed to use 2W psi (average) concrete with steel reinforcing as required to support the building loads to the soil below. No monies have been included for the pits or special foundations for the owner's equipment. They shall be dimensioned as shown on the sketches by the architect. The depth of the fotndation shall be a minium of 3'-6" below grade for frost protection. Concrete shall be placed in accordance with the ACI manual The concrete slab on g_-ade shall include the following: Metal keyway at all construction joints Fine grading of the base material by hand Vapor barrier of 4 mil polyethylene with lapped seams 'Felded wire mesh at 6x6x1Qx10 with lapped seams to mimimize cracking 4" concrete slab 3000 psi concrete Labor to place and finish the concrete Steel trowel finish Control joints formed with "quick strip" or sawcuts into areas of approximately 1000 sf as nearly square as possible Finish tolerance shall be 1/4" in 10' when measured with a straightedge, and 3/4" from design elevations The effects of rolling loads, such as forklifts, has not been determined The effects of extended steelwheel abrasion has not been determined. Miscellaneous concrete work shall include: Concrete pad for exterior personnel door Concrete walkway (5' wide) from parking lot to building entry. Tri-State Industrial Laundries - South Vinds®r - May 1986 AECONINC M - Stye! The building shall be a predesigned system supplied by Inryco - a division of Inland Steel. Inryco will provide the complete system of structure and cover. Also included are: A complete structural frame 24 gauge exposed fastener roof with galvalume finish and stainless steel capped screws 26 gauge RW type semiconcealed fastener passel Endwall columns of welded plate (no cold rolled columns shall be used) Roof purlins capable of supporting a total load of 40* per square foot (Connecticut Code requires 32rper square foot (allow 8 pounds for collateral loading)) Roof slope of 1 /2" in 12" Personnel doors (2 required) with hardware, weather stripping and threshold Overhead door frames (S required) Tri-State Industrial Laundries - South Windsor - May 1986 IECON INC 396 - T"d aid Plastic Wood shell be used only for the following: Miscellaneous blocking Interior doors Tri-State IndustriaJ Laundries - South Window - May 1996 AECON INC 507 - Theraal sal Moisture Preteeties The walls shall be sealed to the foundation with sill sexier applied per the manufacturer's direction to minimize iniidtration. The foundation walls shall have 1 1/2" polystyrene rigid insulation to 2' below grade The walls shall have 4" of fiberglass insulation with a calculated "R" value of apgrozim&tely 13. The roof shall have 6" of fiberglass insulation with a calculated "R" value of approximately 1 g. Fiberglass insulation shall have an integral 4 mlil vanor h_rr�er nr rsr., "fog ..h.4- vinyl. Any rips or holes shall be taped. All seams shall be rolled and stapled. Caulking shall be installed using a nonhardening material wherever two dissimilar materials meet in a location exposed to the weather. Tri-State Industrial Laundries - South Vindsor - May 1986 A1000NINC 509 - Door, •iadoys sad Glass Exterior personnel doors shall be hollow metal and include the following: Flush faces with the seams on the edges Internal reinforcement at the points at which hardware is attached C^tt^A a Sea fk ;nfaeine of Oho ikane^ _CWWU%A VVOVVLLLL$ LAA bA& LLLWL AVL VL 4 W YVVL Fire rated "labels" as required by the building code. Glass entry door to offices shall include: Anodized tubular aluminum. 1'name in a standard color Insulating double -glazing pane r Tempering as required. Interior personnel doors shall be installed, including the following: Steel frames Paper core Birch veneer facing. Hardware shall be supplied in accordance with the hardware schedule. In general each door includes: 3 friction hinges 1 cylinder pass or lock set (Special hardware such as closures, kickplates, mortise locks, deadbolts, etc. are included as shown on the schedule.) Windows (S) 4'x4' shall be included as shown on the sketches. In general they shall in clude: Thermal break metal or metal cladwood frames Insulating double -glazing pane Operable section Screens Rust resistant latching device and hinges. Overhead doors (3) 818' shall be installed as shown on the plans. They shall include: Prefinished galvanized (rzterior skin Rigid fiberglass or polystyrene insulation Aluminum or galvanized steel interior skin ?manual operation. Tri-State Industrial Laundries - South ®finds - May 1996 AECONINC 3" - Finis es Finishes shall be as follo®s: Wall$ and bathroom ceilings shall be gypsum board, including: 5/8" thick gypsum board Galvanized studs, furring strips, and runner Moisture resistant board in areas subject to moisture 3 coats of taping and spackling in areas prepared for painting (one coat behind the or oanel). Painting shall be with a major manufacturer's paint, including: Base coat Finish coat (1) Varnished wood doors Painted steed fr asses Ceilings in the offices shall be installed, including: 2'x4' ceiling pads Fissured mineral board Steel grid with a white baked enamel finish Aluminum wrapped grid where exposed to moisture. Vinyl asbestos floor tile shall be installed in the of. ice bathrooms ( unfinished concrete in trucker's bathroom), including: 12"112"41/8"thick tiles Colors from Samples submitted by architect Thin set with mastic alcohol solvent adhesive. Carpeting shalt be installed in the offices, including: Nylon or nylon derivative facing 28 oz. face weight Level loop Direct glue down to slab. Tri-State Industrial Laundries - South Tindw - May 1986 F1. INC w. �:'. �:. a-� J 346 - Spec€llties Toilet accessories sl� all be installed as required, In general they shall include: Toilet paper holders Paper towel holders Mirrors(16"a20") Soap dispensers (liquid) Dock seals (1) shall be installed as designated by the architect's sketches, including: Compressible foam type. Dock bumpers (5 sets) shall be installed as designated by the architect's sketches, including: New rubber reinforced with nylon, rayon or Tyrez Cord. Tri-State Industrial Laundries - South Windsor - May 1986 AECON INC Slg - Plumbing, RVAC &ad Fire Preterties Plumbing shall be installed according to applicable codes, including the following: �i4P_T cLr►�_tQ its 'VLsi4¢ vetwmniio nia�v i�w,Le 14L i..wl.:.#..... .:s-L1.. 1•_-eL- �.• ..aw • aw w¢� '.aasaa,s rasaaaa �J/- 't'4iY\E.LE1� C➢Yie ;u lain lUT Luc handicapped Lavatories in white vitreous china- including one suitable for the handicapped (3) Hot water heaters i*sstaLed in a closet on the mezzanine with the overflow piped to a vent stack (1) Floor drains- 1 Heating, ventilating and air conditioning shah be designed to the current codes. The following areas shall be done as listed. Office space shall be heated, cooled and ventilated, including: 14 degree air conditioning temperature differential 70 degree heating differential Insulated supply ducts Oil heat shall be the fuel supply Split system air conditioning units with the condensers on the ground at the rear of the building. Manufacturing space shall be heated, including: Unit heater 50 degree heating differential Oil heat shall be the fuel supply. Tri-State Industrial Laundries - South Vindsor - May 1936 AECON INC 516 - Electrical Electrical service shall be 200A 277/490 V-3phase brought in underground by the utility company Electrical pastels shall be (1) at 244 amps located adjacent to the service entry. (Additional panels for the owner shall be installed as required by the owner.) Fixtures shall be installed as shown on the reflected ceiling plan, including: 244' lay in fixtures with prismatic acrylic lens- 16 units 144' surface mounted fixtures with acrylic lens- 3 units 148' high output flourescent strips with 2 lamps- 8 Emergency battery powered lights- 2 Power wiring shall be included to: Contractor supplied equipment HVAC equipment Baseboard chillchasers (2) in the vestibule Convenience outlets- 44 (installed around the perimeter and office as located by the owner) Tri-State Industrial Laundries - South Vindsor - May 1956 0 4 i , Sh`%r�srm_ n .�nufi%inr�di L'S40 SULLIVAN AVENUE • SOUTH WIND/644.2511SOR, CONN. 06074 N/F FzEASAMT- VflC,C.EY ESTES AREA CODE Z03 TA March 19, 1986 N 65°- 'Jz'- /6' W l Tri-State Industries Laundries Inc. CERTIFIED MAIL P ,0 .8E S ET 32 North Rd. / P TO EF_ 5ET Warehouse Pt., Ct 06088 / Attn: Levin Johnson RE: Application /379 - Construction of a 4000 square foot building, to act as a delivery depot. Dear Levin: /OT i At the March 10, 1986 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved with conditions Application WETILAND5 ,r` ' /379, to construct a 4000 square foot building to act as a delivery depot. i The following conditions must be adhered to for this permit to be - i _ valid. i 1. Construction activities shall be subject to the approval of the Town Engineer. i 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. LL� 3. We recommend a bond in the amount of $5,000 be submitted fool • �, . ... • -rEMp RA Zy TOPSDI/C ST7XXP14 soil on & Zoning Commission to ensure compliance with ill conservation vation measures. 73 _. • • SO)NptD SY STAK,Ep H4Y13Ae E5 y 4. The permit is valid for one year and shall expire March IC, l� W 1987. 7•7 NO CUZZI G 7Z �NST��T/O/`I DURING ly Mai•, Very truly yours, �si•�si• John M. Moran, Jr., man , Inland Wetlands Ag y/ • /O ` 73 Conservation Commission i YY , , �• SiD� Town of South Windsor SIoE / IIIIIII WINE Sam 11111111 MISS1 -C.N p20P, TREE .UNE E CC: Roland Levesque, Engineer 7Z ` A. B. Davies, Deputy Town Engineer 3 OVEIZNIGt�'T Robert Gilligan, Chairman, Planning & Zoning Comm. �,�N� Thomas D'Auria, Building Official �� TK ' Peter DeMallie, Director of Planning SPACES/ (-I-yp) 9kRD i John' Shemo, Economic Development Comm. i R. G. Kaye, Sevin Bros. 'PRKKING SPACE COT 3 D -6 N/F B 7ziC5 SAWN -OTNE-k5 INC. )lr. r�aVEAnEntr I ()VERNIGHT TRUCK- I SNOW FEikI To PZDT"ECr I p r F)q7-1U A1G S PACE 5 (ADEIZ X PIZDP. TREE .0 N E / /\4 �?, CA"o P y '' Z TF = 7/. q-5 N ' N/F /QAAER.-IGAN rF-AT'HIC PRIm-nkiG A imATE /ftI4.4ND PPRl)x W ET.c 7z - f W Er/-ANoS NJ M C.8 0 l � TF = 70.cio ' l 1 � • IL CP Amp - ✓S3� // O01 / O CpNG. SIDEW/i�K 7� I 5-0 3P�9CE • 0100 1 O l PAD SIC, At 9 © /� ♦' \ / /'sue •��s�s���slEssNo= I.P. 000 TO BESET �' EXIST. 4-?,U/4.0J1QG j% O 73 Zwn. apsoam 2!%uZdo/t LL STAKED HAY��-E5 1540 SULLIVAN AVENUE . SOUTH WINDSOCONN. 06074 t R. 4 AREA CODE 203 644.2511 � % � / Du'PlnlG CO'�1S�UCT�01.1 / a iz b / / / April 18, 1986 \ I , i f ZA 7:S)-.S7'01'I Mr. Kevin J. Johnson > / 7 Tri-State Industrial Laundries, Inc. = 78.00 32 North Road / JI O' , ��M-(-1" FOB S5, iO3.39 , Warehouse Point, Ct. 06088 045 / L = Dear Mr. Johnson: S / I / Re: App. i1134 - Site Plan of Development South Satellite Road ' Please be advised that the Planning 6 Zoning Commission voted on April 8th to the the above application for a / �- EXI57 TREE /-jNE site plan of development as shown on plans prepared by EX 1 57. STor-M M- N TF = 7,2. 74, I ZO 0X41 N AGE E ASEM I='J'r 1 RC _ _ 30 �C.,' I Ni FAV01R OF 7DW N OF \ -F - / - - •� _ _ _ _ _ _ _ _ _ SOUTH W 1 ND50Z / MS To is 7z' SOUTH SAT T E II EX1Sr. C 3 C�4ANC,E MD TYPE ,(-IL' ° EXIST: TF = 70. 9 Z. I I EX_i 57. E = 67.6 1 II 1 REFE2EI•►CE MR 5AXKCE-h ' E -Z U$DI V1510hJ P/.AM FOX A. 1. SAV114J H/} iZD JF_WISH )=EDElZ4nON c SAvI hl ' Z0714F- 1 KC. 3y P4 ML3,FRC, Ex 157- C TF = 70.`i6 it- = 67.64: i JT IV /Z" WATER M41N /0"V1 C, P S.S. EX-15T' $QAI. M. M. T-9 7/.6Z IF- : 6s. 42 �-EGEN D - - -73- - - EXISTING CO&ITOUIZ5 7z 'PRi OP05 .0 C0&rMU z% 7.Z 4 5 EwSTAI SPOT GRA4E 7L.1 PROPOSED SR7T GZ90E - - - -W- FaciST/NG WATE.IZ M/41 N W -- PROPOSED W lqrF-z r=k1S"k1& Sr4hJf-rAP_y SEWEZ s PRo?D5ED sAAI SEwEIZ Ex/5TING 570KM SEhtE7n PROP05ED STO/ZM SF-WEP -' -.- SS --a•- -.� SRNITAR-V SEKIE Z KEY MAP -•- -� S -•- -->'► 5T FWI 5EWEg. ( KEy MAP) STAKED HAV45,Q/.E5 PR0RC6ED 00T51DE .UG147- PRbPo51✓D SN'Y t PEAKS' PARKING SC,CHEDU.(_E P14RK►NG-REQUIREID: &)SIME.SS QFF/CE - 1 SP9GE/1ZSSF OFF/CE - 433//z5 = 4 6P4CE5 1N005T21A.C. MAAJUF4C-rQZJN4- /SPACE/Z EMP.rpYEES M,gJUFACTTCJXII IG - /Z EMPz0yEE51z SPACES TOTAG PAY -KING Z&C�U1 RED = /O SPACES PAM M G P•RDV 1 DED : S'rAN0/4RD 9 rx z0� _ 19- 5PQCF5 HDCP /5'x20' = I 5P,4C.E Tor.o4t- P XU NG r-Z0I/RDED = 15 5 P,,9(-'t 5 Palmberg 6 Russo, dated 2-21-86, No. 86004. subject to the following modifications: 1. This approval is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 2. Three additional white pines shall be planted at the north- east cornier of the building. _ 3. Item 6 of the "notes" on the first page of the plans shall be clarified. 4. The snow fence protecting the wooded area shall be in pQace prior to commencement of any site activity. 5. No building permits will be issued until the mylars have been filed in the Town Clerk's Office. 6. Prior to commencement of site work, a meeting must be held with Town Staff. Black and white transparent mylars of Sheets Al and 112, with three blueprint copies, with this letter of approval reproduced thereon, must be submitted to this Commission. The mylars will be stamped and signed and returned to you for filing in the Town Clerk's Office. You must file them within 90 days after they have been returned to you. Yours very truly, PLANNING AND ZONING COMMISSION �c vg By Robert F..Gilligan Chair n CC: T. D'Auri.a, Building Official R. Martel., Town Engineer P. DeMallie, Planning Director E. Belleville, Assessor Inland Wetlands Agency/Conservation Commission HPESY CERTIFY THAT -rHiS MAP AND SURVEY WERE PREPARED IN A ONCE Wil H THE STANDARDS OF A CLASS -,I­SURVEY AS �� (I T„E•CGJE G1 PRACTICE FOR STANrj„I,DS.OF ACYURA�Y OF ""IR•,'EYS AND NIVS. ADOPTED DECEMBER ':Q, 1975 AS AMENDED BY E CONN"r r 1 ,►�I ^C I n�rr, p,i y.q� 1^ SITE Q P� ri - l 0 W Q LoT'*3�-S I > \� I KEY MAP SC AC,- . / ' = Zy� ,SITE DATA ZONE-IP 407' XME4 - /. 5 AG. 7-'XOP(-BED Azexi -•4r1G0 `:,p TCTTA4 h' ,ED IMPFERVIQU'., (f )VF- A6E IIV(. (JJL)I!J!a F'14KJ�IhII.i 'I %r� PZ0P0-ED PEAK HEJ(7PT - /4.751 PTZORtED EAVE 14EIGH7 - l4' �5 IZE42 YARD .4J N ff /O' sioe YAw )JNE 50, aLm-ol NG /J NE NOTES 40 1 0 NITHIN /Nk, QD I/IETk gAJDS 7/3K,,=-1J FFe4>A SCU77-J WINDSOlz IW-qN0 WE-rXAN05 MAP. Z. E-EcTRJC Q/- SEP-Y/CE 7U BE -Pk'0VIvED BY C0AtN.ECT1C07- .UGHT ie POwe� Co. 3. PkDPm® o(U DoDR. &GNT//QG TQ BE .COW / MT`E&k51 T Y SECURITY /-JGl-ITI NG - NCT• DIRECTED AT ADJOI NI mG PRf)P,EXT/ES Off. -S-O TH SATE/-/JTE -ZD. 4, E.C-EVA77ONS BASED Oq MDG &ATUM. S. 517E / S N07 kOCATED WITH A `- - V R. 1=1-DOD ,U MIT 13A5ED OPOhJ FEOEZ I EME7;GENCY MANAGEMF- JT - F4L-,00 /NSURANC F- RATE MHP - SDLJ-IH WIND50Z, CT. MI i, /980. 6. gAJY ,I 710MA4- SEDI MENT- E-ZDSION CONTRD.C- MEASURE'S •DF_.EMED NECL.SSAR.V By TOWN SMI I X( I r\IG COvISTZXP04 OF PM `/ SITE 1MPP-0VEME/J!T' SI-Ir9/.,L 8E� IMPCJEMEXrr>=ID 8`/ THE DE-VE ,DPF-7Z. /IU AD01770IV, 7rl4t DEVF-kOPEP- '55H, C.,L ZE 7zESPOM3113,4-E FOr2 1�4E MA/,kIt/4/JGE - PF_P�911Z,-PEMERIT OF A� �EQUI f2FiJ COIQTWDk- M E-%UIZES U&M14-. AUL 0l STUICE 0 ARFA 5 HAVE GEEtJ STrgBI UZF� T�) THE S'4T159ACTION OF- THE TUW N STAFF. 7, AJO CUMPST-E)� QIJl�E17. ZE.v. /Z& V. 3/Z/86 TOPOGRAPHIC MAP KEY MAP PLOT PLAN TR I - ATE LAUNDRY SOUTH SATELLITE ROAD I SOUTH WINDSOR, CT. PALMBERG & RUSSO LA D SURVEYORS & PROFESSIONAL ENGINEERS 15 BARBER POND ROAD BLOOMFIELD, CONNECTICUT 242-2775 BY SCALE DATE SHEET CHECKED J.M. /0=;to Z-ZI-86 / or3 i-p t 'i I. r , c ,r,,r i Ntl % RP , Erq SA► ,J7 1/lq44F Y �.�:T-47F_' S ;t-"0� j 10 .01 - \ C \\ 1 i= ; in e, �_ . c: r FAIN": ram. ►?k� .• tv f T. ik7V�781r %' 4 �I�II��'�,�I���l;� - �' � � 'E �>f i i ==4 fil T 3 0 7 160 l`tfF q}UlET�CAr•.I �kATNII;. �lNrr�r�- �_ _ 1 .. ,. �_-- _ - Mt � pt / •= ZAG PLANT LIST 3 m�•i� r10041 --- �,' C C, At..... N COAMAar4 NlWf--- 125iv1Afz�K S CSIPME504-- C t�N,yMQ1S ALATUS C4�A PACTOS :DWG WINS •EUoyY OUs IS�� I `'s�Z Ca r-rayht�>z. 0t4t 041�4 , PFATZE?-(A'�4``COAR, COMET pFITzs2 FtF-1Z c-dk\4VvNr=Z P-3c p NU S s'7p-o-j1:;o S �t l"« Pt � G ' - � 4-4-T, '5 A- p11-4 U--a STI(zo"e5kJ S vH44 lTT-1- Pi �4e ' HT (3 6 7->s,5 �F-tAT*4 (js •kCf=1Z (i7--0l.l •A -Oil tit T2 - 2 2 Yz- 3" cAk._ �• 4 FMQUoT)elq r-x��4 CAZU 141 A �iUM CA20LI (QA i2t o �2c�I 8 s ': i �` �p2 � � 1Z. c• V A-t tom`(" �L V AULe*Y tT kZ AL�eA ► Co I Z "-► S'' st�1Z c0 ► T-� j;-: (z TAxuSp T14UYA OCCDE-&rr??g4J S n1�GR�l DARK AMEZ)CAN ,�Z30qV/T E Cl 5 6' C�-r p 3 � 8 70 /N F.9V0P' OF IZ>"M O� 7 7t �u-rH !A(I M05OR � � PLANTING PLAN f`T TR I -STATE LAUNDRY SOUTH 5ATE1,.1_ I TE ? �� 10, V.SOUTH SATELLITE ROAD _ 0-ONGE TO-w�,.u„ SOUTH WINDSOR, CT. Z r - ��-F-E ¢Z LANDSCAPE ARCHITECTURAL PALMBERG Russo DESIGN ASSOCIATES P. C,, LAND SURVEYORS &PROFESSIONAL ENGINEERS E,<ISr J 15 BARBER POND ROAD BLOOKFIELD, CONNECTICUT LANDSCAPE ARCHITECTS / SITE PLANNERS — 242-2775 COLLINSVILLE, CONNECTICUT BY SCALE DATE SHEET CHECKED NO, SHS -,' 2/21 /86 o� PD -- ,__. _ z 3 I GLASS"A CONCRETE N'lWKD IN OL ACE 0 PRECAST CONCRETE UNIT. PIERVIOul MONFILL ..vs ELEVATION MA CZ7TH S' e� I I f` t II- A I I A V--- -- ------ y e s' 4 PLAN THIS DIMENSION MAY DE _ NCREASED TOIIrt"AT THE DIRECTION OF THE ENGINEER/ SECTION A -A r� 3 . 13 T- � -—NORMAL FINISH GRADE �••M, 1— h- '. + , Ao T TO CATCH I ,BASIN As DIRECTED 01 Aon HINT UM TMt 0 � AI T [ SECTIONS 0 0[LOC!THE SO'TTW W THi MC CUTLETTIC10 ►RW THE CATCH met". 4 M11LL3 Ai` OR -- - - AT[LY ABOVE TH1 I ELEVATION I --- ,. 4-,.. SECTION e e �dAKII MKINCLI 114J • ` - •!,\ 0 straw bale trench 1. Excavate a trench stake 4" deep and the hinging width of a straw width of ba� a bale. wire or twine packed .1� straw!--''M��;3. Wedge loose straw plan between bales to create a continuous __r.^ barrier. ON a1 .Y compacted backfil l SHALL EXTEND 11111INDE LIMITS INOTED tY • 4 .. • W�H�EN HEIGHT[�gdEXC�D[pAH�, STRUCTURE WILL BE CLASSED ASVUTW1 CUP TOOT MICAiAWD TpucTIXTUM OVER 10! CLIP �ll[1 THICIKIIiff. MOM DWEPMION!" TO AMAIN THE SAME. 2. Place and stake straw bales, two stakes per bale. 4. Backfill and compact the excavated soil as shown on the uphill side of the barrier to prevent piping. 2'. S'. 4. 5TAKE9 STAY EAL69 .' .•^i� �I } .f l.�'.•�, - � 11 •I1, GswumO s nT ENO VIEW 51DE VIEW NAY 5 ALt3 TO BE EM_oev VeV d+ INEXITING GROUND a 157AK E UR Lev — DETAIL BALED HAY =-2051ON / SEDIMENTATION CONTROL DAM 'q ' -H K. MIIQ C tQS7rK JCT►CN Eat 1T PAD 1"6IT, cowC., CLASS -IL N?� IN T. Come. C LAS5 I 4" PRxEs,;* E o vroN E I9"Gl2_AVE7L- C3ASE GO M I�i4GTE.O S!J 4-G R,�► rJ t 0000°Oo�:C ? o a0 cv �0o d QUO u o D ` b 0 O o o G o d 0 0 IT.C,ONC, PARKING Loi pRIyE NOT -(b SGALF— 9 3 rL /l14 UIT Cc7t"Jkc- LIP CUp-125►c_JC_4 C (11►ANSWN QNIIT•V*1 SOCV,MLK L f—J `GUROING PLAN 1•PE.1 PT !6'MIN MAX t0 ZZ VAX. e Cur 1 I I BAc, i 4.7 WkLK a 1 PCR ! T �- IµC 1 ELEVATION TTER LINC-- LACC ' WRB11w Or CURB SECTION C-C SIDEWALK RAMP TYPE 4 _SOIL EROSION 81 SEDIMENT CONTROL NOTES ,All soil erosion__ And _ apelImPnt- rnnl•rnl vnr4 al.nll 'k. A—t- ............ wv n v47•.AA we YwttC AU JLTICL accordance with the Connectivit.Guidelines for Erosion and Sediment Control including the latest data from the U.S. Department of Agri- culture and the Soil Conservation Service. Any additional erosion/sedimentation control deemed necessary by town staff during construction, 'shall be installed by the developer. In addition, the developer shall be responsible for the repair/ replacement/maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of town .staff. Haybale erosion checks,shall be placed as indicated immediately after a cut slope has been created. Sediment deposits should be periodically removed from the upstream sides of haybale check dams. This material is to be spread and stabilized in areas not subject to erosion, or to be used as fill in areas which are. not subject to erosion, -or to be used in areas which are not to be paved or built on. Hay or straw bales are to be replaced as necessary to provide proper filtering action. Erosion checks Are to remain in place and be maintained to insure efficient siltation control until all areas above the erosion checks are stabilized and vegetation his been established. In all areas, removal of trees, bushes and other vegetation as well as disturbance of the soil is to be kept to an absolute minimum while allowing proper development of the site. During construction, expose as small an area of soil as possible for as short a time as possible. The contractor shall notify the town engineer at the beginning and and of each stop of the construction procedure and shall not proceed With the next step until the town engineer has inspected the work. Topsoil, is to be stripped and stockpiled in amounts necessary to com- plete f ini3hed grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as indicated on the plans and temporarily seeded and ringed with haybales to prevent erosion if it is to remain more than 30 days. There is to be no stockpiling of soil within a ten foot limit of adjoining properties. Any and all fill material is to be free of brush, rubbish, timber, logs, vegetative matter, and stumps in amounts that will be.detri- mental to constructing stable fills. : 1211UM side slopes Os` axposed surfaces of earth to be 3:1 or -as otherwise specified by local authorities. All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce slipping, erosion of excess satur- ation. All soil. erosion and sediment control onerxti_n_ .16.11 ►._ p,-_- -r- v++�iA we AU AiGC prior to any grading operations and installation of proposed struct- ures or utilities and shall be left in place until construction is completed and/or area is stabilized. All entrances to the project site are to be protected by stone track- ing pads of AM C-33, size no. 2 or 3, or Ct. D.O:T. 2" crushed gravel. The stone tracking pad is to be maintained at all times during the r8n2PrlIICt4An n.r•Iwd PC- I— - 048 I� ti y D f I T ERF'� ' SSSO NAI. i�°•,Oar NARRA'1'i Vi{ The proposed site development for the Tri-SL;hto l.uuhhdry Ithhilding i:: I+ att-d I•n 1h north side of South Satellite Road is South* W.indsot-, Conllel t irut:. `111c. ;it I, i:. located in zone I.P. and the lot is 1.5 ;Icres in size. 'I'lic lol Iq lhl north by land n'i Pleasent Valley Lst•ates, LO Lhe west by land of n/i .Lille! is -an Graphics and to the east by land n/f Savin Brothers Incorporated. Three types of %oil are under lying the site, ninigret fine sandy loam, walp Ole sandy loam and scarboro loam. The later.Lwo being.classified inland wetland. type soils. A 4000 sq. ft. building, parking, lot and truck loading docks are to be constructed in an area of approximately .46 acres of the 1.5 acre lot. Any disturbed areas within the development not to be built or paved on is to be permenently seeded as described later in the narrative. Total impervious coverage of the site will be approximately 31%. The site is serviced by public .sewer, water and electricity. The utilities servicing the site shall be underground. The storm drainage system has been designed to connect to the existing storm sewer manhole at the southwest corner of the lot. Refer to the drainage study for specific details and runoff values for the proposed site development. The site development for the Tri-State Laundry Building will begin upon approval of the site plan or shortly thereafter. Prior to any construction activities, construc- tion exit pads are to be installed at the location designated on plates. Foliowin'! thc• installation of the rnnctrnrtinn avit c nnriCp,Iimant nr 1n 1 nr; �,c A -"----_-- - - - v- r.__, .+��.+...�aa.. ,.VlaL F/rah-L1l.CJ allu ...easu'rCs shall be installed atthelocation desingated on the approved sediment control plan. Haybales are to be in the area of construction at the b3tse of cut and fill slopes prior to any land disturbance. Haybales and all erosion and sediment control practice, are to be installed, applied and maintained throughout the project in accordance with the guidelines as described on page 3 of 3 of the Palmberg & Russo Plans. The first major land disturbance on the site of the Tri-State Laundry Building will bL• the stripping of topsoil in the immediate area of construction. Prior to aii%' stripping of topsoil, haybales are to be installed in area of construction as designated on the nlans. All sediment rnntrnl nrartireq are to hn rpnnirprl ran 1n,afi nnA mninrnin_,I throughout the project by the developer in accordance to the requirements outlined on Page3 of-3 or until all disturbed areas have become permanently stabilized# Thc• to�)- soil is to be stockpiled at the location designated on plans. Haybales are to be installed along perimeter of the stockpile to forma sediment barrier. lf'the stn('r- pile is to remain for more than 15 days it shall be temporarily seeded. If it's formation does not occur within the seeding dates, the stockpile shall be temporarily* mulched in accordance to the guidelines on Page 3 of 3. When the topsoil has been stripped, the grading required for construction of parking areas, access drIvet' Ind the building shall follow. The sediment control measures and practices implemented prior to the stripping of topsoil should be inspected for repair, replacement And maill'- tenance before land grading can commence. The construction of the building should hl�ytri after the site has been graded. Areas to be filled shall be stripped of topsoil, vegetation, roots, rocks and other objectionable material that would result i:n.r.h(� construction of unsatisfactory fills. bill should be placed and compacted it)'layor•, not to exceed $ " in depth and shall be free of brush. r,ihhish- crl,mnc lrnc I- I' .,r --. -._., .._.....,._., ....-�1-, timber, rocks, building debris and other objectionable material that would result in the r.or- struction of unsatisfactory fills. mill should be placed and compacted as -required prevent erosion, slippage, settlement, excess saturation and other related probler.. Frozen material shall not be used for fill nor shall fill be placed and compacted (Ti. frozen ground. The fill required for the construction of the building shall be hla„ and compacted in accordance with local and state requirements and codes. The next step in the construction sequence is the final grading of the parking area, access drives and exposed areas. Upon final grading, haybales are to be Wstailed at the base of cut and fill slopes as designated on the approved erosion and .sedirlent control plan. Following final grading, disturbed areas not to be built on or surfaced with bituminus pavement be spread with topsoil and permanently vegetated in accord- ance to the guidelines on page 3 of 3. Temporary soil stabilization procedures are to apply if exposed areas cannot be permanently vegetated due to the time. of zear or if final grading is delayed for more than thirty days after land disturh�nnoc h�<,o h, ,« a J J vuaa l.cJ llavr. 11alted. The parking area and access drives are to be surfaced with bituminus pavement at the completion of final grading. The construction of the building should be completed prior to the surfacing of the parking area and access drive with bituminus pavement. The erosion and sediment control measures implemented throughout the project shall be maintained after the development of the site until the disturbed areas have been permanently stabilized and vegetation has been established. Not until the disturbed areas have become permanently stabilized in accordance to the final erosion and sedi- ment control plan shall any control measures be removed. CUNSERVATION PLAN TR I - STATE LAUNDRY SOUTH SATELLITE ROAD SOUTH WINDSOR, CT. PALMBERG & RUSSO RvS LAND SURVEYORS & PROFESSIONAL ENGINEERS 15 BARBER POND ROAD SS13 BLOOMFIELD, CONNECTICUT 242-2775 b IRV BY SCALE DATE SHEET CHECKED NO. Mo. Revision Data 6f - WALL- FAIJE- 11.E 1 FcM WALL. - #'t aAF.S Y,+r. ' NMI w &"Ft6. w VAFoft, �AP,P,tE — SAvt: rmtRT -WALL G*IR`' --+" FIPa. 1ues""jL. w� VAFo F: �A?- 4, t F . —�A56 Al.lGt:-E -C6WC. SLAI?, wl MCSIt4 -VAFOFR f�Iz.A`JEL f:A� 0 U.1 01 - i ♦ r oil - I r__ — -- —_---- 01 _� `" 0FF;1�. r 4- Co'• 5"l 1.° \- Ct.!' (P!. 3" <'! i • i lit i t/ 2' ��/ Cc' ►^ �ds� Orr tl I Lam+ {; o" I t :l t t V� 0 L^ � ♦ L11 ,. i I N I I I I - r_ It _ t ! I i r.. j F'► t P :� N �t AECON, INC. 1986 5 P AECON INC Design/Builder 123 Mountain Road Suffield, Ct.06078 John M. Morgan RA Tri-State Industrial Laundries So. Satellite Rd. So. Windsor, Conn. NEEN NORTHEAST SUPPLY