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Home My WebLink About00-09P_REX LUMBER COMPANY SITE PLAN OF DEVELOPMENT,_SULLIVAN AVENUE5.1 prepared by: esign it Civil Engineers • Planners - Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 IIII III ! I IIIII I IIIIIIIIII I I IIIIIll a rullll ,,I IIIIIII II IILI IIIpUllllll I I I I ,,dIQII I IIIIIIIIIIII "II dIIIIIIIIII IIIIin11I II nIl I IIIItIIIIIIIIIII 1 ,IIII �� I n IIII II I ,I q IrunIIIIIIII i l: i III �,u III I I I I) I II II II Ilia II �L� IIIIII I II I hr, II IIIIII ,rl w ,J .�I ❑,�I I I SITE PLAN OF DEVELOPMENT 5-U. LLHVAI\\T AV_11_��NU7 5 �ru�% U B I A N C0 G I0LITT0 WESTON ARCHITECTS LLC 500 Plaza Middlesex Middletown, CT 06457 Tel 860.347.4075 Fax 860.347.4075 bgaOconnix.com PLA ETRIICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax: (860) 674-2693 MEADOW �HARVEST4,. �v �% G �r ASS• NUC�E ' E SCAy, �O / Zt►�� o `o p0 1 PEAR TREE HIGH TONER �C' �� s• � Fr1EX�1 ./ � 1, � F NN1M LANE � -11 ° \ AIB �0 SX197 G "m►r ANQ'40 U `� �`• \ S�EEl � `� � ��f � rvRx� S SAIrET / o PAAr USr WVAW N[L r y� 2� 194 N FlT� IAE� ILI "A~LTWM 9 °kBOW S t7r �- �OOIf � S�� h� DRIVE os ANE g S 1 TE AW IROAD f� RO1° I DESIGN PROFESSIONALS, INC. LOCATION MAP 75y1w, THESE DRAAIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER -`-ON OR PER5ON5 NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DE516N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL. SIGNATURE AND IMPRE55ION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. -a:iy 6. .+•fir '. :;Yr '*d 1"I .. �, -m s'r':. i - -YA:- ,tMFt-AtiTp:'.>,../.•+..1•fp•�yr'srC.. !,v._t4.r .it9;,. ,.4.�. "��4,% OWNERZAPPLICANT& h M. . I ,� �''�_.-. X?v :r, ,r •- y �a i'. - Rex Lumber Company THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE t 4H 9 Sullivan Avenue REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF ti' 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 S O U t h Windsor, Connecticut 06074 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE Tel. (8 6 0) 289 — 5 4 41 FIELD SURVEY MAY DISCLOSE. `1 TO THE BEST OF MY KN GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON �,r;, + ' a �� ' r ' �' ,. �,• '� iht `"�, Fox (8 6 0) 289 — 713 8 } 128g2 g.Z RICHARD MA ;i ` t{ I IC. No � r ti . ,,_.. . .._....._.. .. ..-., ,.. „� . l.!# .. a..YA""- M{t' 1.1Y M1� -YL� t`i. ,./ A .,ti < - - T •, �'. %n ",At y�s yY '.T . ,w !r .s«�! Y'• �. ! r, ""'''' 'T'' f. •.g , i -.t .�? i,, : _ h •' c TOM- i % � y 1 V 0 tfM � � � J l /ply'}� eP r( i 3' �e ...,•,�'�-i j!r • � 1. � R I Vr► ti, 1. � fl.e ink iYr VI a' Y#• �,� R' \ 3 • �i� � t j.^ M1. I 3 Win• "9^' �' ' . ~ ..� , c..cK :� ?. ,u.�. -....'F1• ..•.rye •+,w+w ,..�.�.�.X -)S I L_)j WHNTD 0" (C-ONN i�,(c e_s(cu I MAP LOT N/F ABUTTER LIST I r 99 1 201 WEST At?. PUDELLER, KENNETH J. & ANDREA L. 11 165 WEST RD. KRIVICKAS, ALB£RT D- 110 5 472 SULLIVAN AVE. CHARSONN£AU, ANDRE 7 472 SULLIVAN AV£- CHARBONNEAU, ANDRE 8 472 SULLIVAN AVE. CHARBONNEAU, ANDRE 9 75 COMMERCE WAY JFl ASSOCIATES INC. 10 472 SULLIVAN AVE. CHARBONNEAU, ANDRE 13 481 SULLIVAN AVE. J R D REALTY 14 481 SULLIVAN AVE. J R D REALTY 15 83 GERBER RD. GERBER SCENT/F/C INC. 16 83 GERBER RD. GERBER SCIENTIFIC INC. +t- 43 20 H£ATH£RSTONE DR. MILLER, RUIN A. EAST LONGMEADOW MA 01028 44 1407 SULLIVAN AVE PRIEST NORMAN 45 601 SULLIVAN AVE. TOUSSAINT. PHIUP E. 46 581 AMOS70WN RD. DANG£LO, ANTHONY A & MICHAEL WEST SPRINGFIELD MA, 01089 47 125 ✓ERICMO TNAK. _ _ LEEM147$ ACrROL£UM INC. ✓ERICHO NY, 117" 46 590 SULLIVAN AVE. PERRAS, YVES J. 49 P.0. BOX 505 MY£TT£, WILLIAM F. & MARJORIE A. BROAD BROOK CT, 06016 50 121 COMMERCE WAY MYETTE, WILLIAM F. 8 MARJORIE A. BROAD BROOK Cr, 06016 51 121 COMMERCE WAY MY£TT£, WILLIAM F. & MARJORIE A. BROAD BROOK Cr 06016 53 24-50 WRIGHT AVE. RED STAR EXPRESS OF AUBURN INC. AUBURN, NY 13021 122 9 10 ABBE RD. CHARBONNEAU, ANDRE L. Za" Bob akla _ZONE: INDUSTRIAL (1) ITEM REQUIRED/ALLOWED (CD) PROVIDED Lot Area 20,000 s.f. min. 7.7t cc., 335,412 sq. ff. Lot Width 100 ff. min. 292.4t ft. Lot Depth 150 fi. min, 695t ft. Lot Coverage 50% max 14% ** IIIIIJcI YI 7 Covera'vV l VIJQ VJro Illax YV- Building Height 40 ft. max 30' Bldg. Stories 2 max 1 STORY Front Yard 35 ft. min. 110.2 ft. Rear Yard 25 ff. min. 189.3 ft. Side Yard 10 ft. min. 12 ft. * Parcels 2 & 2B are to be combined ** Lot coverage with future building = 28% *** Impervious coverage with future building = 54% PARKING CALCULATIONS: Parking Space — 9' x 18' min. Warehouse Building = 45,000 SF. Required Parking = 1 per 1250 SF of Warehouse 45,000 SF•/1250 = 36 spaces -- Maintenance Building = 3,774t SF Required Parking: 1 per 700 SF- = 5 spaces TOTAL REQUIRED PARKING: 41 spaces Provided: 55 spaces with 3 Handicapped = 58 spaces 1 2 2A 3 A+ 5-6 L1- L2 A1- A2 SHEETINDEX C;nVFR SH FFT N KFY MAP PLOT PLAN APPROVAL LETTERS SITE PLAN ER051VIV LOIN I RVL DETAILS PLANTING PLAN OCR "•� 2000 s�uz� Vast, +�*^i�NCr O arui�riirr ( -r, p '• OC`�Qi LTr�i id0. l3 674T `ale : tJj 0 N k1- S0 \\" ARCH I TECTU RAL PLAN REV: OCT. -1, 2000 REV: SEPT. 21, 2000 REV: APRIL Iq, -000 REV: APRIL 5, 2000 REV: MARCH 2-7, 2000 DATE: MARCH 10, 2000 SHEET 1 1_: AAAJOB\T77\KEYMAP.DWG j R- ri: �+�� o P ,r i 1 w . , ^ )j w + .r 1 • �c r . � i5e 1 l ,Z t ' y •. .. •li..,. ': w-...,... ..�. :�. ..- ,.- �. rl yr ...v: ,x,. rf: ..� - r r _ .. 'e• a'F'en ,1l"..• ,...y.. , 4 .. +C .9 % f :♦ 4 J A_ A ei �g- 1�•c yip :,:. Y 'L t ( r,ryy • t �' ' 1 .r•.r y x•• > � w 1 _ 1• ,y ✓r are r AA • %F Y M n �r :1• a 9" k ' . t h t R *z a p \- 'FT .. - IN k r NOTE: la 01. DUE TO THE PROPOSED PAVEMENT GRADES IN AREAS AT LESS THAN 17o sr sir' AND THE TRENCH GRATE STORM DRAINAGE SYSTEM, SPECIAL CARE WILL NEED TO BE TAKEN IN 17.1E GRADING OF THE SITE AND THE INSTALLATION }i OF THE STORM DRAINAGE SYSTEM TO AVOID CREATION OF LOW SPOTS IN T Y THE FINAJ..,,,.: PAVEMENT. AREAS. -SET Ca `,wrr co. ' sN£T Co. No. 1481 59VfT Co. No. 1480 4 Na 544 r '9• sa. � 3 i- a s 1' SNET Co No. 1482 r � -9- N pi y + Sr 1 F "h - v= SN£ r ca SNET Co. No. 1486 Na 5114 ..A VE-i1l�r_ -- LEGEND - PARK EXISTING IRON PIN Ex LP. AHD EX. SIGN 184.34' (TO WATER ac SEWER EASEMENT) En�� C OCA?Ftr & N68 38 T) 768. i' FIELD (768.81_ MAP REF No. 1) FavNO� •° O PROPOSED IRON PIN E 1a5222775 .- S 683236 Ems_- ... zo.00 z --"` - - -- --- 29 4----T--- -- 2 ■ EXISTING MONUMENT r "-"_ "_ �C 256.40' ^' 220 00 171.09' (TO PARKING EASEMENT) r } _ - - SHORE LINE -,--.� -.., N6,377, w �^ n_ �► S68'32'36'E �:` LIMITS OF INLAND WETLANDS XS' i N �; � yh, _ to4.92 I 3s -.-' i�._... POLE _ I EXISTING SPOT GRADE a , 2iz-w 4.7 rZi r -300- - EXISTING CONTOUR AND ELEVATION TLI, PROPOSED SPOT GRADE .$�--I I ( I I I �- PROPOSED CONTOUR AND ELEVATION �� _ �1 1' (zs) SPACES REMAINING N ^ 13 i I , r4 I ;`+.; r<• -�__- - ^ ^ N32.45'53"W •F o' ti' vnRri i• ".F'Ar'[ - EXISTING GAS SERVICE --_._� -- __ _ "--��' EXIST. BIT. PVMNT-7 ��N 12.61, /�h` N N I W EXISTING WATER SERVICE i I 1 16�o aR i + -y. "' TRAVEL AND PARKING EASEMENT IN FAVOR OF LOT 1 i I a E:� EXISTING ELECTRIC SERVICE q4 ;: PROPOSED STAND LIGHTING t '� - 5.'s1 r p% - "�� J '• ' g 1 _ I 1 f I I � 1 ' � I 1 7 t WIDEN EXIST.HANGICAP X i 8 1 0 ...,s ,, ..► a.-.- +r-.-'! _'--. p ' TO 12' (8) EXIST SPACES �/ ,W 3 f)),a. ,�.. ....,,TSB WALK 287.26 Kil 1 ro � - � SPACE bail1 TO BE REMOVED ^'� i_ 1 & 1r�' I1a 1•_ _ C R. G� ° COR. eL I # *` n• 79.83 � I 7 4 EXISt. CONCHE11 PAD 1A �! ?, v • .. ' PROPOSED BUILDING S � DRAINAGE EASEMENT IN FAVOR OF LOT 1 h ' SEE DETAIL 513 SULLIVAN AVENUE J 1 rn 1 fti A �1 • f `s`, - 3 - r Uo I N+ 11 a3 � 100 ,S.F.'NIF P F.F.=82.75 L EEMIL TS PETROL EUM INC. t I o ti N 84 LOT P ARCLL 4- 0.1 Ot oc TO BE COMBINED WITH PARCEL 2 AND ')IQ I D R A I N AGE FL S E M E N T D P_T A I L 1 - - -- - _ I � - 1 y� (CONSOLIDA TION OF PARCELS ,1, 2A, & J) �s z� 323,123.34 sq. ft. V�. ! S68'32'36"E *w wmv41} Z W C I`Q W 'C �o 0 I\V 0 /F REAL TY 1 i N/F l J. R. D. REAL TY £JCS M. S. NA 83 iN-870654.666 ,E-1045209.269 • I� � a 1` NIN� L r i•S, 219.64FIELD (220.00 MAP REF No. 1) N 6720 44" W /,P 484.05' FIELD (484.17' MAP REF, No. 1) FOUND 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN ARE BASED ON $ o AVAILABLE INFORMATION. ALL EXISTING UTILITIES c SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 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. N/F GERBER SCIEN TIFIC INC. 10 10/17/00 EASEMENTS Gas 9 9/27/00 PARCEL CONSOUDATION/EASEMENTS/TOWN COMMENTS HMM 8 9/07/00 REVISED RETURN RADIUS GBS 7 8/30/00 ADDED SIGHT LINES Gas 6 7/21/00 REVISE PER COMMENTS OF TOWN GBS REVISIONS 5 4/19/00 REVISE PER COYIENTS OF TOWN AND P&Z 1%EMG SIH 4 4/7/00 RELOCATE WER MMt ! REIAM TRENCH DRAIN • PUW ISLAND SIH 3 4/5/00 ADDED WETLANDS BUFFER do LIMITS SIH 2 4/3/00 ADDED PLUNGE POOLS do OIL SEPARATER SIH 1 3/29/00 REVISED PER TOWN COMMENTS SIH NO. DA TE DESCRIP TION B Y' / 9'Z 552 97.18' w 250.00' - i ' EXIST. BIT. PVMNT. � � � -- - - 300' - - - - - - - ---- -- - -- ----- - -.- 1183 C . BLDG N - Z CDR. BLDG I� ' f N � ' N N/F ' WATER AND SEWER EASEMENT IN FAVOR OF LOT 2 , AN THON Y P. & MICHAEL DANGEL O 1 � I I s,3 PARCEL 2 J �s9• . 6.61 f oc. 1 I NOTE: PARCEL 2 IS TO BE COMBINED WITH PARCELS 2B AND 4 ' , TRAVEL, PARKING AND I ' ELECTRICAL EASEMENT IN FAVOR OF LOT 2 I � H , fff 1179 1180 LOT2 ; COR. BLOO C� BL4G , NOTES: (CONSOLIDA TION OF PARCELS 2, 225, & 4) ; I 1. WETLANDS FLAGGED, WATERCOURSES AND SOILS DELINIATED 331, 682.3 sq. f BY ENVIRONMENTAL RESOURCES ASSOCIATES, JANUARY 1995. t. - , I 7.61 C71C. j .al'vTl i,='•^�F E '�?' 2. WETLAND FLAGS FIELD LOCATED BY DESIGN PROFESSIONALS, ' itsINC., JAN. 16> 1995. 1°' I r - u =, Ij I' + ►� 3. TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T-2 j a + ai ro STANDARDS OF ACCURACY. :XIST. BIT. PVMNT. i i n N 4. EXISTING DETENTION BASIN VOLUME: 80,850 cu. ft.(approx.) ' 5. MAXIMUM PROPOSED SLOPES TO BE NO GREATER THAN 3: 1. �II z t181� It ; 6. THIS MAP IS DEPENDENT ON THE MAP REFERENCE BELOW 1182 0 1182 - BtDG AND ON MONUMENTATION FOUND IN THE FIELD AND DEPICTED COR. BLDG' I I HEREON. --`'.---------------- - - - - -- 1�- II r',1`fTI - -- , " " " ' - ' - ' - - - - - - - I 7. DETENTION AREA TO BE TOP DRESSED WITH 6 - 8" TOPSOIL AMENDED WITH ORGANIC MATTER. + W N 8. A WETLAND SCIENTIST IS TO OVERSEE THE PLACEMENT OF THE PLANTINGS WITHIN THE DETENTION AREA ,r 9. ROOF LEADERS ON PROPOSED BUILDING TO OUTLET ONTO PAVEMENT. 10. ALL STRUCTURES TO BE CLEANED 81-ANNUALLY AND D ANNUALLY ANY j DETENTION PONDS TO BE INSPECTS 1W1101T,okAl SILT OR DEBRIS TO BE REMOVED. ed JCJ7�[--[moo" 11. PROPOSED SEWER FORCE MAIN TO HAVE A I MINIMUM OF 48" OF COVER. 1^ _ I 12. ANY DUMPSTERS LOCATED ON PROPERTY SHALL BE ON A P�CEL� -�- CONCRETE PAD WITH SCREENING. SEE DETAIL SHEET. 0. 90_t ac. 1MI / N75.3p2s� 13. CONTRACTOR TO HAVE DRILLING CO. SUBMIT REPORT NOTE: PARCEL 28 IS TO BE COMBINED WITH PARCELS 2 AND 4 DETAILING BORING LOGS, FINDINGS OF BORINGS AND _ 4 ' RECOMMENDATIONS ON FOUNDATION CONSTRUCTION. 12.30' W i 14. SEE SHEET 2/6, PLOT PLAN, FOR EASEMENT LOCATIONS AND DESCRIPTIONS N �N MAP REFERENCE: t 1. PLAN ENTITLED "MORTGAGE SURVEY PROPERTY OF REX N61 o0'�A'W 177. 48' CALC. 178.20' MAP. REF. No. 1 ------•-■ it65,�,Ip-'---♦--- ---•�••-- � � -- f �- ♦- -- = --- ) �- �'� LUMBER COMPANY, 489 SULLIVAN AVENUE, SOUTH WINDSOR, I,p, 1,P. N 6700'13" W �• 587.48' FIELD (588.20' MAP REF, No. 1) - CONNECTICUT". DATED DEC. 1986, REV. TO JULY 20, 1994, /.P. MON. FOUND FOUND 1.P OtIOVD FOUND /.P. FOUND SCALE 1"=40', SHEET 1 OF 1. PREPARED BY CLOSE, JENSEN ARCEL 3 - 0.10t cc TO BE COMBINED WITH PARCEL 1 AND 2A FOUND AND MILLER, WETHERSFIELD, CONNECTICUT. N/F 2. PLAN ENTITLED "PLOT PLAN PREPARED FOR REX LUMBER, DRAINAGE EASEMENT IN FAVOR DRAINAGE EASEMENT IN FAVOR 489 SULLIVAN AVE., SOUTH WINDSOR, CONNECIICU I . OF LOT 2 OF LOT 1 KENNETH / & ANDREA L. DATED JAN. 2000, SCALE 1'=40', SHEET 2 OF 5, PREPARED BY PUDELER DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON, 12882 RICHARD P. MARTEL LIC. No GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. _ (203) 291 -8755 ■ esign rofessionals, Inc. civil engineers • planners • surveyors 165 south satellite road, south windsor, connecticut 06074 PLOO IT PLAN PROPERTY SURVEY DESIGN.SIHIG81 DRA 1W.- GBS/H NECKED: RPM/GBS " NO• : 94-777 1DA TE>• 1/1 %0 DRAWING NO.: C.• 1 JOB 194777194777- TP RESURVEY SHEET REX L umBER compANy 2 Q9 A 50 SUILILI(VAN AVENUE 6 SOUTH WINDSOR CONNECTICUT �'�`' i to � � _`� "' r � • � „� s � � � " � s � - .s y - `-� kxL�is`'` {.�'^ t 1`'"%C:"t' zv'�n'i,'•t''�71 t�"�eC �l-�a`�.r..'15;•° Y�'{+' ^� A. r•• r `3,+.1 t Y •�.. riti q 4 a �_` ✓ *> r ar,�•rM�h� �''71�''''}�{`. � ��'' 7Y : 1 i:.:Y: �`a.��Y. a« s .flt_. ,�„AX3ir �'� s., , .�".' ry $+� .`�•; :.L:t-_ _ ,'a>. � �}•'1`t .r,.. , _ .a-.�:r :. r �. •9'� 'T a 6 - 9n .�_' n �:dECH-/'':�:- �-'I'll t t.w�:.';r•';.s' tif- ,�.' cs. • r ':•y < � �:: . Y- 1. r. x L o j x 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 )F 7HF PROFESSIONAL ENGINEER/SURVEYOR. " �7a n o� Scrum `1! Md•4at _ 1540 SUL L IVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 860 / 644-2511 April 20, 2000 Certified #P462498090 Design Professionals, Inc. Attn: Peter DeMallie 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #00-09P, Rex Lumber, 489 Sullivan Avenue Dear Mt. DeMallie: At the April 5, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #00-09P - Rex Lumber - IWA/CC application of the construction of two buildings, alteration of existing detention basin, parking, and associated stormwater structures on property located at 489 Sullivan Avenue, I zone (Assessor's map #1 10, parcel #11 & 12). This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning £it: Zoning Commission shall be considered having met this requirement. 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. 3. The permit is valid for five years and shall expire on March 5, 2005. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. - -- - 'Design Professionals Re: Rex Lumber April 20, 2000 Page 2 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans 6. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and sedimentation Control Measures. The bond must be in the form of a Letter of Credit or Passbook account. 7. We recommend a bond in the amount of $20,000 be submitted to the Planning tip Zoning Commission to ensure property creation of wetland mitigation. The bond will be released after two growing seasons to ensure proper establishment. 8. Establishment of a monthly ground maintenance schedule. 9. Bi-monthly inspection and maintenance of outflow pipes into storm water structures. 10. Existing outlet pipe on southwestern comer of property to be cleaned out to ensure free flow of drainage water. Appropriate measures to be taken to prevent future blockage.. Vert' truly yours, INLAND WETLANDS AGENCY/ CONS VATION OM,M5i11i�}1O)tfv E11r WON G`haijrp rsorr�'L� EW:dr cc: Chief Building Official Town Engineer Rex Lumber NO. DATE REVISIONS DESCRIP TION w,,y'y�t P f `Tt),wn offS ozdh 1540 SULLIVAN AVENUE • SOUTH WINOSOR, CONN. 06074 \y AREA CODE 203/644-2511 "Solt 01 May 4, 2000 Rex Lumber Company 489 Sullivan Avenue South Windsor, CT 06074 RE: Rex Lumber Company 489 Sullivan Avenue SOUTH WINDSOR, CT Dear Sir/Madam; The South Windsor Water Pollution Control Authority, at its regular rnecting of May 2, 2000. gave approval for the connection to the Town's sewerage system of a commercial building containing one bathroom at 489 Sullivan Avenue, as more specifically shown on plan entitled "Site Plan - Prepared for - Rex Lumber Company - 489 Sullivan Avenue - South Windsor - Connecticut" by Design Professionals, Inc., South Windsor, CT, Job No 94-777, Sheet 3/6 dated 1/10/00, revised 3/29/00, 4f30), 4/5/00, and 4na), and subject to the following conditions. I. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will Ibe given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary scw'cr line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. An electrical outlet for emergency auxiliary power shall be provided. 4. A holding tank with capacity satisfactory to the Engineering Department shall he provided. 5. A connection charge of $16,5.50,00. based on 6.62 developed acres, shall be payable at the time the permit is taken out Rex Lumber Company -2- ,May 4, 2000 6. This approval letter must be superimposed on the final approval plans. Very truly yours, A�Z_ - Th m indson, Chairman Water Pollution Control Authority TH: rt cc: Matthew Galligan. Town Manager Michael J. Gantick, Director of Public Works Jerry iazzetta, Town Engineer Marcia Banach, Director of Planning John Collins, Chief Building inspector Peter DeMallie, Design Prutessiunals ✓ -I By 'r. , .y�� 1.,, ` � �!, .�•• ,, ti.:;M '" "" `'0• i � • ", tY„4et .1 �'�1P h ;^x @ ,,• `fit>:, :. i,�s 1�ri` s s t:! S� �•,, `;' y�' . rL� ,.-#�' Skis. ° ��'^'iwd' -�` . _ ,��,�*,� ' r� y `. .a. k � � d,i. t 3 s� ».. ,9 r' r i,.° f .1 •. f - A-. 3-�R�4"'rJ1•-:a�..��-sr �vr�s'�'.'••r'i?geet �,., ,� r a ,� r�- GRAPHIC SCALE T. S 0 N. T. S. IN FEET ) 1 inch = ft. 860.291.8755 esign rofessionals, Inc. ! Civil Engineers • Planners • Surveyors • CIS 65 south sateiAe road south windsor • connecticut 06074 -71-7 ate•'" V i 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN 06074 AREA CODE 860 ! 644-2511 tiosOe c�.. CERTIFIED MAIL April 25, 2000 Rex Lumber Company 489 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Appl #00-09P, Rex Lumber Company Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on April 11, 2000, to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 48,774 sq. ft. addition on property located on the southerly side of Sullivan Avenue and westerly of West Rd., I zone as shown on plans prepared by Design Professionals, Inc., Job No.94-777, dated March 10, 2000, as revised. This approval is subject to the following modifications: I . Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of•$25,(00. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of$3,000 is required and must be-tsubmitted prior-16-filing o-f mytars-- 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS § 14-311). 10. The building street number must be placed on the final plan. 11. Engineering comments dated 4/3/00 must be addressed to the'I'own Engineer's satisfaction. 12. Screening for outdoor storage to be accomplished by adding privacy slats to the chain link fence. 13. Applicant must return to Architectural Design Review Committee for review of building colors, security lighting and isometric lighting plan. 14. 'rhe 50ft. buffer requirement is extended to incorporate the actual buffer plantings and must be shown on the plans. 15. Signage must conform to Section 17, Signs. 16. All dumpsters must be placed on concrete pads and screened. 17. The future building must he removed from the plans. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint topics of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commssion must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. WJM/dlw cc: Town Eagincer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. APP�OO VAL LETTE;S DESIGN: HWH I DRAWN.. HWH I CHECKED: ✓oB No.: 94— 777 1DA TE• Oct. 6, 2000 DRAWING NO.: 777-200f6dwo Very truly yours, PLANNING & ZONING COMMISSION Walter J. Mealy, Chairman g REX LUMBER COMPANY ,409) & 50 Sl L L R V AAA AVlOiNI E SOU'lt'IHI WRNDSOR CONK EC Ll IICLt T SHEET 2A,/ ,.. �pp r+ .: • ...±r-_'^s. ��':''+b'�'�w.p`�" •�yy�a.�.'✓.•��a.�•- ;:�!�`: ��7� �' '-'�iN •:,-�'s� :^3 ��!" '1< sa';'.5`l.'S:r;h�«rT.': w'sgq;�:. .✓, *��' a>t .-a.c.; � �'•' �G .T �.. ..5". _.ya'. •+�'•' 4�i�:'Ac''.5, �"'•; ., .,.�. .y:. + .' ., ,,�b. `�°'.;•, ';f`._R •�'-^ I. .i=. t ' j. � •�: „ .. - r.. } .w, .:. . tin^. -,.�e}�, �� T ,i .. _. �,. s. y�'S �: _ a y.` F�, r,-.F . ..i �,.. . F .. w J ,..,. 4:. yri. }�.. � , .•, n rY;. r. .n+ r. ,: •.-.L -:':+ � ;t Y'•• .:rlekr . � �..� .. • - .. .�... � , .. .. a. 'b. t .. .. t" .. - .•e:.. Sf•; e- ... y�`r ir+ -. r' .�°i t 4. .. ,. r . n .. . ? . - S., ... TS .,. �E � ✓. �R• _ f 4�r w _ _.-. ♦ '. .. tq"Y . 1 n T . -. SITE WORK LEGEND NOTE: A. Contractor to perform test borings to refusal or 20 It. depth. Sampling shall be continuous split DUE TO THE PROPOSED PAVEMENT GRADES IN AREAS AT LESS THAN 1%, spoon samping (every 2 ft.). AND THE TRENCH GRATE STORM DRAINAGE SYSTEM, SPECIAL CARE WILL C. lnstdl,bi uminqu�-con, Pqv phent, (See E.X. S.M.H. E. C.B. �1► 1b irh�firi<' maTii 11>16>xt- --. NEED TO BE TAKEN IN THE GRADING OF THE SITE AND THE INSTALLATION _ _ _ _ TF=e6•o7 rF=e4.22 s�v£T Co.E. Saw�ut existn E. X. C. a. - 8 SNET Co. 9 pavement. Match existing pavement grade with new pa pint. OF THE STORM DRAINAGE SYSTEM TO AVOID CREATION OF LOW SPOTS IN T rr-a29f, - sNEr co. S - No. 1486 A'a 5114 F. Install concrete b4 rds (See detail). EX C. 8. SNEr Co. No. 1482 {' G. Install above ground a tank, s and fence enclosure. Install min. 6 bollords. Final THE FINAL PAVEMENT AREAS, rFa8368 / o -- w - - - w - -;♦ �' pf0p°"( )' SNEr Co. No 1481 f ---/ - - - yy �-- W = Mr ---"__ -- location and exact sae and layout per owner. Tank to be supplied and installed b others. SN£r 5 W I - I -- W - -- - _ _- ® g Y� P PP Y No. 4 No. 545 R� No. 1460 W - �I W - w = w W.G H. install above round fuel tank with enclosure and minimum of 3 concrete boAards. See No. 544 _r_ W W -•- W - iii"`--- .' _ _ _ WG architectural plans for design and plumbing). Tank to be supplied and installed by others. �_ W - w ---- - w W w �- O I. Install island canopy and fual pump island. See architectural plans for layout and design. ® I �Di� - - J. Install 1000 gallon oil/water separator (see details) SULLIVAN A VENUE M S °° T F s .14 _ - - - _ _ _ - - - g� - - _ Install single "r�� . ((� detail) EX S.M.H. , , ( - -- --.-- - - - - - - - - - - - - - ?7" - 1 RCP = - -- _-- - _ - -- - - - _ s= - M. Install energy dissSee later.nds (See detail) r r► Ir T.F�Ba'Za IS` _ - - - T �- - - c N. Install Light. See landscape plansfordetails. LLl,7LfNU {5�--- ---- - - -G c - ---- --- ---- ��-r ti ✓ LP V. instui `urttirT,iLaiis Calcrete Lvro, txe a'eLOx/ -- G G G - - - - - - - - - - LYELL \ '� - - _ _ _ _ FOUND- P. Remove existing catch basin and associated pipe. 0 EXISTING IRON PIN EX l.P. NAD 83 � G -� - �- Ex- �- �68.81 ' FIELD (76$ 1 - J y _ -, ._ - - - - - - = _ - - - - - / / 0. Strip parking using 4' yellow traffic pant N-871229.750/ 6 3 36" l�r�- -- .r, �. Y�:��.�� _ _ - ' - - - - - - - - - - - ^ R. Install o ropmatd 950 LF. of 1' wnitar forealam. Pipe to be PVC SOR21 and have O PROPOSED IRON PIN E-1045583. - \ \ - - cc,cB 291r•41 minim f 48" of Y P 6.40' ` um o c925 r-�-� � N O ` � E clsT - - -' , � •, ` '•' :' . � S. Install opproximotdy 925 L.F. of 8• D.I. Water man. Pipe lore Ductile Iron and have a ■ EXISTING MONUMENT '- 220.00' _ -85` - ' - ' ' - - SHORE LINE I ° RR minimum pi 4' le cover Install per Water Company requirements. \ RB ar , / ` \ � . � � � N � � T. Install topping Sleeve and valve • • LIMITS OF INLAND WETLANDS EXiSr, - _ - _ _- /_ F f p� ^ . , O ! V. Install valve and Wow off. install plug in blow off pipe. FLAG POLE , I � � � � ` � CC � � - _ � ' , GRATE=93 to Y. Install 1" domestic water service. See architectural plans for exact size and location. EXISTING SPOT GRADE , _ IN,, =91.zo o , I 1 4 " I I I u .. . X_ 8_ -_._ •�5 � v� W. Install 6' fire service line. See architectural plans for exact size and location. - -300- - EXISTING CONTOUR AND ELEVATION _ _ - - 't ` ` _ -T� -�� fi� 8 .00 10' ^ III Qi �I - X. install tee, Ire hydrant and water Valve. Exact location to be coordinated with local Fire Marshall PROPOSED SPOT GRADE-� ' I t 17" l I I I { I I Y Saw cut existing pavement Install bituminousnoBete, base, and snbbose to match existing x ✓ - TRENCH DRAIN 24" CMP pavement crosssection or per CT DOT requirements, whichever is more restrictive, (25) SPACES REMAINING s' 00 PROPOSED CONTOUR AND ELEVATION _ EX C.e. o _ 3 0 �` ICI -u- Z. Install 6' fire service with tee and valve. ` o ' / / �� CONSTANT GRADE AA. Install water valve. - G - EXISTING GAS SERVICE 85� ` Ek15T. BIT PVMNT-- T.F,a8255 9'X18' PI� RKING SPACE C 3 1 _ 1 /NV.=80.55 0 kLNC ORAt'. (TYPICA4) G X85. PROPOSEf7 (58) CARS _ - BB. Remove topsoil, proofroU, and install 6' of gravel meeting gradation A of CT DOT M.0206. - w - EXISTING WATER SERVICE �' `"'-` r 4vv. o.4 15" our U82,75 �, 1= ; =-r" DO. Install 4' wideCC. Install tby I' deeplowflow channel. Bottom elevation =79.0. (See detail) - E -- EXISTING ELECTRIC SERVICE ! "��" �� LL I Tt , EE. Instdl 4' wide b 1' deep low flow channel Bottom elevation =78.5 (see detail) Install Bic, PROPOSED STAND LIGHTING O �--' -L l _�__ L =" �'- Filters every5ordonq channel. See HH. Lr)' I r t d0 GRATE=83.60 FF. Instdl 6' deep Bolter cells of wetland plantings to extents shown on plan. Bottom elevation = WIDEN ELXISLHANDICA C -�-.^ : 1 X8 7 ^ % INV =81.10 79.0. Type of Welland plantings to be determined by Wetland Scientist at time of planting. See SPACE TO 12' (8) EXIST. SPACES - , notes 7 & 8 ` TO BE REMOVED ' ?�" , WALK GG Install 6" deep Bio- Filter cells of wetland plantings to extents shown on pion. Bottom elevation = ,' _ 78 5. Type of wetland plantings to be determined by Wetland Scientist at time of planting. See , notes 7 do 8, IJF2. B G Tie i O C W ,+ $6 HH, Install cell of marsh plantings at elev. 77.5, spaces every 56 along channel. Type of wetland r1 scDNCE plantings to be determined by Wetland Scientist of time of planting. See Notes 7 k 8. 11 '1�V' r \ H. Instdl aeu of marshplantings at elev. 18.U, e , \\`\ I Q t � --- -- �� y W along cilannd. Type of Weiland 'Or JJ I� p '� 32 LF ' plantings to be determined by Wetland Scientist of time of planting. See Notes 7 k 8. r EXIST. CONCh"r • 5 CM , -�_ 1�11 -� -� O 0 29� JJ install 6' chain Ink fence with 24' gate. install privacy slats within fence KK. Install 18" of intermediate riprap on gravel base to extents shown an plan. PROPfJ$ED TYPE -� ,_ ATCH BAD r. I la s=z 7� , ,` PROPOSED UILDING o T.F. 82 35 O x --- E x.t5 T, 1 NC)FPGFOUNi) FLFC TRIO ! INF LL Install 6' chain Ink fence with 24' gate and privacy slats. Exact location to be determined in the 00 EXIST ENV- MATC EXISTIN' 3 I EX. C8. ' T field by owner Jr T,F,=8232 ' 513 SULLIVAN VENUE � 1- U HE •RELOCATED MM. Relocate existing utility pole. NFW INV = Sr+:OFi T;'IN I Jr INV=80.D7 15" 1N r �' MON NN a ,! /NV.=80.01 6!✓Vt; r � Q w N NIT Seal exist. Gadcs in pavement as required. O O INV.=79.94 15" OUT , h 45�QQQ S,F, �, ��ON. 00. Contractor to install/relocate underground electric service with conduits as required to provide U'� N F electric service to existing and proposed buildings. Final layout and sizing to be coordinated with F.F.= 82.75 Architect, Utility Company, and owner PROPO E •c' C A z Q ' ` L EEMIL TS PETROLEUM INC.Q PP. Contractor to nstGH concrete for transformer, Final layout and sizingto be coordinated with T.F.= 82.35 ��_ 0 r O 0 ' I+ - ` 4 a� YW Architect, Utility Company, Owner. ' INV,= 79 � 0 IN n _ G_ ° " m 11 ' �I �_ �_ Y S H.YT � n DD 00. Contractor to install underaround wiri a to Sian. Location of Sian to be ' INV.- 79.89 OUT �`\ J' " N ', �," `V -83.5 determined in field by owner I r I ,N v_,� , 80 58 RR.Controctor to install underground conduit where required (under paved areas), and wiring to lights. f 1n 84'M . WELLc' f - I ry f PARCEL 4 -J 0.10�r L TO BE COMBINED WITH PARCEL 2 AND 2B FF Exact routing to be appro by owner LOT �/ , r . ! I DI , ' , BOTTOM AREA TO BE PLANTED WITH (CONSOL IDA TION OF PARCELS 1, 2A, & 3) r r - •, � , ; WETLANDS TYPE PLANTINGS 323,123, 34 sq. ft. „\ j I 1 ' , ' _ __ / r� ' 2ss�` MON. WELL 7 d 1 rr/+ ` \ I1 rJ r rr ��, ---- v� - - ,t, 6Ts� - - --r S68' 36"E -it EXIST. BIT. PVMNT. / I 1 �l - -- - ' - r Q. +, s+ ,' r ' J 300' I t I if C v 1j Z c LDG r J X83.50 , ON. WELL h u ROOF OVERHANG r' 20' X 10' SPRINKLER PUMP ENCLOSURE Ih` co 11 I ( I ' ROOF OVERHANG Q ' OStal t)FTENTION is v ✓" ;' I W Q SSEE NG' . NO, 10 1 XPO I\ 489 SULLIVAN A VENUE I '` ` J eApp M J3o,o "N/F 00- nF-XI571NG 6U1L5V�G I ANTHONY �^P.� & MICHAEL = p f F. = 82, 75 I I 2' all LI �Z L,'P9/V VLLV '-}�iu.......... .....nr...... ■..... u........ .......n.L.uu.. r..........................uunu.......�n....'. n..nu• O F 1 , I / EX C.B. \ m PARCEL 2 ST .H. - o G � � ' 1 I 1 , 1 Ian `� Trig+,5 �,o t i _---PROPOSED FUTURE ACCESS T.F, = 82. 40 1 r ) 1 .� PARCEL 2A INV.=7975 15' IN \ 1 1 (/C�) _ �fh AA 6.61E C7C. N��gi1 tF' o - /_ _ _ = t a _ - - - _ - - - _ = n � TO ADJACENT LOT PARCEL 1 �Q. n n INV -80. 31 1? RCP p , I + �" n . ^ - „a n �+ 1 t r 3. 41 ac. js >» -2. LfU CSC. INV.=79.86 6 PVC - 1 i� i i 1 \-i -G �j t INV=79.75 6 PVC u 1 I \ I_- / 1 PROPOSED WATER MAIN- ¢ , 11 , INV=7970 15'OUT i I n T ' CC 1 rR N H IN 24- rW�' I I O + INSTALL A + 1 I Q X83.50 X H \ ' , 320'if n A ' h °! 1'r I \ J / l'/ /r uAwrcNetirc n_,ntr,tir- rn qc BLDQ lr OOR o I_ 1 t I�Jr tJ IF ' 1 1� - EIXJIPPEU M1TH A GRINDER PUMP / H L 1 t „ REALTY 1 „' ' I / I (CD OL IDA TION O� PARCELS 2 2B & 4� cwa+ A5 ME YERS .MP �eIr.DER PUMP �1-=� - 1N PRE -PACKAGED BASIN ,van, atAOE P:Gtz 90.6 ! I 1. WETLANDS FLAGGED, WATERCOURSES AND SOILS DELINIATED r 1 s BALL VALVE AND CONTROLS FOR COMPt.ETF u , , 331, 682�73 sq. ft. SYSTEM OR APPROVED EQUAL.) _ _ _ F I K ' BY ENVIRONMENTAL RESOURCES ASSOCIATES, JANUARY 1995. II X 3.50 , (SEE DE,AK., ,N-ibt1'P. SED l� � + I 1 2. WETLAND FLAGS FIELD LOCATED BY DESIGN PROFESSIONALS, NN ^Irr r , �(A _ _ ` - _ 1(fl _WING f : 2 ' I INV.=80.5 + INC., JAN. 16, 1995. „ r' ' I BB ® ' , - - - - - o 3. TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T-2 WELL „ , r O , J STANDARDS OF ACCURACY. EXIST. BIT. PVMNT. if , \ If / �� - PROPOSED GRAVEL AREA -- r cr I t r 4. EXISTING DETENTION BASIN VOLUME: 80,850 cu. ft.(opprox.) II I '' j31`/' TO BE REMOVED G)O PROP. ESTIc CE , 5. MAXIMUM PROPOSED SLOPES TO BE NO GREATER THAN 3:1, ' rI X- A OP RE SER E 1 6. THIS MAP IS DEPENDENT ON THE MAP REFERENCE BELOW If 8 e LDG6 BL U 1 AND ON MONUMENTATION FOUND IN THE FIELD AND DEPICTED r NEW 11 Q i , PNFUM / _-�-- + -�,f---------------------__ / _ 80Yt WETLANDS BUFFER -- �, O - ^ A I� ' HEREON �-- " - - - -- -- 4'-------------- - - - - -- _-_--- - 7. DETENTION AREA TO BE TOP DRESSED WITH 6 - S TOPSOIL ' t rl, j v 1 r ' 82 EX C6 0 1.O LE I'L )I -A TED � £`Et 'rRiIC LfN O (F HH I� r AMENDED WITH ORGANIC MATTER. ' t X 55, ' lNV 45 15' IN - E nTEafl, ;" II , _ - `�� )' 8. A WETLAND SCIENTIST IS TO OVERSEE THE PLACEMENT i u , , NV -79. 78 6 PVC / -81.00 ` C, . II N�F /J 1 , OF THE PLANTINGS WITHIN THE DETENTION AREA. t cv V. = 79.56 15" OUT " X82.75 G J, R. D. REAL T Y EDGE OF 0 , _ v ' , 11 , £X DRAIN CANOPY _ EX' 1"`: "U e 'p I -ry- C -�.- a TRENCH DRAIN 15" P �✓ _ , 9. ROOF LEADERS ON PROPOSED BUILDING TO OUTLET 82 I I r rF=777e CD1. t "A o L X82,75 O G= X83,30 _ _ _ ' q I I II F,, t � r` h `' - , p INSTAL" L AT � �5 .. 11 , ONTO PAVEMENT. CONSTANT GRADE'• - / �h:o $ I ` CRATE=82.50 \ �7 10. ALL STRUCTURES TO BE CLEANED BI-ANNUALLY AND 9 I ' S•^•15"GMP O 5.0% tN4'.=80.75 O ST M M.H I FLARED EN�_R - �-•- _ �uD TIu1vAL g`;F :J�( A DETENTION PONDS TO BE INSPECTED ANNUALLY. ANY TF: 3.25 h1 34 L.F W\PJP-RAP 14"W N 79.37 83 15" RCA INV:79.37 - - - - - - - _ _ _ _ _ _ _ _ __ _ _ _ _- _ - - - _ SILT OR DEBRIS TO BE REMOVED. r r r r r r _ r r r ." r r r r r r r r r _ r - - - - r - .� _. - - - - - - - - - _ - - - - - - - _ _ _ - - - - =_ - - - - - _ �-' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ ` .r-------- ----- _ - - ---�--ems= ,r -= t h - - - - - - - - - - r - / - _ _ - 11. PROPOSED SEWER FORCE MAIN TO HAVE A X82,� - I e -AREA TO�g,pBE(( �)) 80 ` r MON. WELL ♦ /N ' 79.37 , n EXCAVATE , PROPOSED 1 ,h , MINIMUM OF 48" OF COVER. EX/ M.5 NAD 83 iN- 870654.666 tE-1045209.269 12. ANY DUMPSTERS LOCATED ON PROPERTY SHALL BE ON A COP.CRETE PAD ..'l TH SCR E U-II141114 G. SEE VETAIL SHEE I. 13. CONTRACTOR TO HAVE DRILLING CO. SUBMIT REPORT DETAILING BORING LOGS, FINDINGS OF BORINGS AND RECOMMENDATIONS ON FOUNDATION CONSTRUCTION. 14. SEE SHEET 2/6, PLOT PLAN, FOR EASEMENT LOCATIONS AND DESCRIPTIONS MAP REFERENCE: 1 PLAN ENTITLED "MORTGAGE SURVEY PROPERTY OF REX LUMBEK COMPANY, 489 SULLIVAN AVtNUE, SUU Ili WINOSUK, CONNECTICUT*. DATED DEC. 1986, REV. TO JULY 20, 1994, SCALE 1"=40', SHEET 1 OF 1. PREPARED BY CLOSE, JENSEN AND MILLER, WETHERSFIELD, CONNECTICUT. 2. PLAN ENTITLED "PLOT PLAN PREPARED FOR REX LUMBER, 489 SULLIVAN AVE., SOUTH WINDSOR, CONNECTICUT" DATED JAN. 2000, SCALE 1"=40', SHEET 2 OF 5, PREPARED BY DESIGN PROFESSIONALS, INC, SOUTH WINDSOR, CONNECTICUT. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-t THRU 20-300b-20 IMPRUVEMEN I LUCATIUN PLAN DEPENDENT RESURVEY SHEET LOCATIONS AS SHOWN ARE BASED ON OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN AVAILABLE INFORMATION. ALL EXISTING UTILITIES 5 4/t9/00 Rtvg PER coM..EJ+Ts a TO,MI Ara RdkZ MEETM SIH THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 40 GRAPHIC 40 SCALE 80 M r o (1 (f�(1 97r M PL>1N SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/7/00 RELOCATE VIATEB MAIN t REMOVE TRENCH DRAIN • PUMP GLAND SIH IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. �lJ ll L� V U l� U U PLAN 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/5/00 ADDED WETLANDS BUFFER & LIMITS SIH 3 es�gn BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET) &rofessionals Inc. RE.K� BER COMPANY CONSTRUCTION. 2 4/3/00 ADDED PLUNGE POOLS do OIL SEPARATER SIH '! DESIGN.- SIHIGB DRAWN: GBSIH CHECKED: RPM/GBS r" i inch = 40 ft. 4�� SO I jffjHVAM AVENUE E 6 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 3/29/00 REVISED PER TOWN COMMENTS SIH 12882 S JOB NO. • 94-777 DATE.• 1/1%0 IMPRESSION SEAL AND ORIGINAL SIGNATURE -� `-� -- "- - civil engineers • planners • surveyors ,)F THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road, south Windsor, connecticut 06074 DRAWNG NO.: C.- W08 94777 94777-TP SOUTH WINDSOR CONNECTICUT 01 4 �.. ... .' 4 .. .. .' OL' ilk -.. :l .. -, .' . • '_ .,. _ 1 f, - .p. �} cL •. '..T•C` ..Y �/ Sr t r41*1 MON WELL /i BELOW F GRADE I 1 "' SAND BAGS �0 K MONAWEu / ' 15A RCP PAP (7 111� f , h I' rW FLARED END W\RIPNV O. 90� EX/ST. POND V a' 70•� Q �' Y l /�'� r BOTTOM AREA TO BE PLANTED WI1 WETLANDS TYPE PLANTINGS X83.05 = J C%C. - .37P I I - - -82- - - - ` /-:" INV,=79.37 15 RCP - EXIST. OUTLET STRUCTURE tlfVli�31 / r 1 EX/ST -" Ole)' WELL �` ` -_-- ----�_ �"- --__ _ MON ORIGIN UNKNOWN' ZI� _ ---_ - - 80 , TIF.-79.35 I z n a OF 2-6' C.MP.'s AND 2-12" C.MP.'sR� + _ _ - - _ r ER13RDSED- _ '`t5 L_ - - - -- ,_-__.�_.-_�___------�- - -- - - - - - - - - - - - - - - -.- _._._- - - -- ----=4►�-�-�-�-_-_-_- - - -_-_ - 1 ` CL.7' STEEL PIPE ° �80\ MODIFIED ' ` ` ` _ "'_ _� -------------------------- -- - - - - - - t� I ` _ - h r - - - - - - RIP -RAP PAD _ - _ - -� -- N _ _ _ -72 L. 3 ' - - - - _ _ - - - - - - - - - - - - - - - - _4- - - - cif - - ' - - - - - 82 - - - - '- J-- _ 2 < �"� - - - - - - _ - - ° `+INV,=78.85 ~ - _ _ - _ _ - _ _ _ _ _ _ _ - _ - •� - - _- - - - - - - - - - h _ �- ----" _ `I I�196 _ -- - - -�.- _ ----- - - -- --" - - o " 1 =---------H--__------- �_-__----- -- - - - - -- t __ _ - - ------.L i N 6770 44'" W /. P. I.- �..� 484.05' FIELD 484.17' MAP REF. No. 1 ( _ �..� ��x I P ' ' ` ------ - R� 6TW'ii4"M �C - - _ ` ----- -82 /P P. N6700'13"W 1 177 4R' (-•A/ C 1. 7R 7 _ - - - ---------------,587,-48'T1�`D(388,20'MAPREF No.l) ! FOUND N/F 80 - _FOd1ND - FOUND MpUNO� FOUND / P FOUND 4 P. FOUND STORM MH. ARCEL 3 - 0.10E cc TO BE COMBINED WITH PARCEL 1 AND 2A GERBER SCIENTIFINC. TF:79,3 1 INV. .3IC N/F 10 10/17/00 9 9/27/00 EASEMENTS PARCEL CONSOUDATION/EASEMENTS/TOWN COMMENTS GBS HWH INV.=79.14 12 RCP IN INV.=79,33 12 RCP OUT KENNETH L/. & ANDREA L. 8 9/07/00 REVISED RETURN RADIUS G8S lNV =79, 3/ 15 RCP OUT PUDEL ER 7 0/30/00 ADDED SIGHT LINES GBS 6 7/21/00 REVISE PER COMMENTS OF TOWN GOS 1 UNLESS OTHERWISE NOTED EXISTING UTIUTY REVISIONS (203) 291 -8755 T YY LTV, ;t. -. r _.-. , .., 4 <.r. ..,F: ,_ - - - •. :Y _ _ ." _ n. Il1i .{-•' .at •. �'. .,.. .. ..� k,. .!,�..:. ._ ,.ate{ 17 :.. f7 'a• ^!,. -} .rt - -, .}.. Y ^x.-o. I.. .NYC _ _ r .. -; (( - f, ..1. « r, Y ,.{• C. VIII, .'i ._ ?P- j7�, �,.it... ., i .`F . . _ - ' r v . 11 L •�.� i NR AY' M � y i i_-:.A ti '% >• .1Ra _ J 1 �` F - xf I �+. T .v. w. ."1r•.�i9 • r•- t•'4rf 7. !, '.W A ,.'�' , I. +. ; +':''^`: r � <�1-W, •'`� .� w T , < C , ,3 S• . , y . r. _ .ter ...+,., ..µ.. .•..� �.. T i y; �a g.. ;$NA'1�1 :, _, . 1 "•ff :" ,•.W �I .I'. . ai, -p k C. ,..� i'- P A.P S, w�� , v?a i - ":f:. "n, ,, ,. fi . MOTE: 4. A.� i. < �: DUE TO THE PROPOSED PAVEMENT GRADES IN AREAS AT LESS THAN 1 y � �� .- ' 1 ' W; y I AND THE TRENCH GRATE STORM DRAINAGE SYSTEM, SPECIAL CARE WILL r , a L, _ .,.,. NEED TO BE TAKEN IN THE GRADING OF THE SITE AND THE INSTALLATI 1 �'.. - - Ex. &ALN. Ex Ge. 6 - T.f.=88.07 T.F. =842? 51V£T Co. 1011�,-' �f ,1 t . , .. No. 5114 �, SYSTEM TO AVOID CREATION OF LOW SPOTS il� • v r.F=929t SNEr co. S No 148s <ti; .. THE FINAL PAVEMENT AREAS ' , : M' T.F 8 68 NoEi48i o No. 14e2 - "' -- ---� _ OF THE STORM M DRAINAGE rr , .. K ; , SNET Co. - _..a W - - .. pp _ ,_' e . r a ` r ' '> : ' ' Co. t i'I N'. /. .: L. ,.. No. III 544 5�5 �p N0�1480 ,1. w __ W __ w -� -- --- W.G. 1. sN£r _- W W w s I 14 *- w - w -- W .�- - W - - - - -- _ - _ ' _ _ W. c. �111 ,� �. 'tXSAIN. SULLIVAN AVENUE 21 � £xs 21_RGp _:�_----g--------- - _ �: -. - - `-f - - - � T.F.= .14 ' < :r=06�- -4 T.F.=sS?8 - - - - - - - - - �. s-� -- - - ' � y* LEGEND .------Os--------- ------- ------- - - G- v � _� _�..::. \� - ----_-_-. _ ---- I /.P. \& ---G- G G G G G ` - --- 1MELL\ �� ------------ FOUND • EXISTING IRON PIN EX. ip II 83 - --G c � - �" 9 __ , ' r 7 68.81' F/ELD (76 1 A \ I _._ _ --I- e' 9 :- N-871229.750�-(�- Ex SIGN -, , ". rr-.Ic.a. --� 29.41'� ''----------------- ,g�,, 'srf , O PROPOSED IRON PIN E-1045583. I 6 3 '3s -� _ F`= - - - - - - - - - - - - \ ' z� c` ■ EXISTING MONUMENT ._220. - _ -8 - - - - - - - 6.40' 3o E ST. v - - - - - _ '`/ • \ � - - ` `� '' ., - SHORE LINE , �' \ { 1 ;,� A • LIMITS OF INLAND WETLANDS T�c pat£ f 1-7 _ `� ' - - - �` N \ ` ' " I > -- -- t, E-83 7 �q I: - �: I z 7 3 EXISTING SPOT GRADE ° . ��?� i' _ ` \ - X8 . 5 \I 1�I kAT o `-o" f t �, \ INJ.=81.20 �- -�-r ' f . / 10 X 4 - -300- - EXISTING CONTOUR AND ELEVATION j` _ 1 1 ` _ �' "� 8 .00 - - - ilkI.,, PROPOSED SPOT GRADE - ._ - = " , .. • 9, _ I TFENCH DIIAINAT___ 24" IMF iNS7V Af_ F\t > ' ` I \ ` / (25) SPACES REMAINT.F.=8255 \ ` � ' ` \ J - ;. _.. wr- oo PROPOSED CONTOUR AND ELEVATION _ \ -__ !� - Ex C.e. r. � , , - cON'TANT GRADF . - G - EXISTING GAS SERVICE 8 ' -` _ 5 1 �..�� _ __- I ExtST, BIT. P�MNT:� !NV=BQ55 y Ki`'tiPai 1 IN ca4)G 85, .PROPOSED (58) CARS } 0 ' u•z , - w - EXISTING WATER SERVICE ` ------ > ___ " I I � r,V,sQ4�7s� ou 3C82.75 � � t '�.� j a; - E - XI TING ELECTRIC SERVICE ,C7 I I � I � � - _�_ � .� � ,, I , \ In _ � � . �,. 'r E S 1 �, ,L s� 1 A ', '• PROPOSED STAND LIGHTING O �- �-1- _L_1 [ }' / t 2 I111 ;RATE=8360 -,ra 4 1 I� - 1 'i •� ' f / !NV =81.10 r ; - - I I / WIDEN EJUST.HANDICAP 3 X8 .7 / �;,}��\� \ �' 1 " SPACE TO 12(a) exlsT. SPACES '.. , WALK / .c .�-a� I TO BE REMOVED j° \ 1 O / III I # 1 C I 1 arcs ,w �, / A QQ ' I COli. el � LT M.N� I �, , +� +- ; ,' - - I TF ,83.20 I / �-�, 41 W 86 {p. - - Z �� I INV�80.95 I 1' SCONCE Wit .'.}*� `, :._r11 ae+ '' >,. / 1. SFE 4, 43 S.F. Q / / n! M" +"�l IF / PARCEL TRAN RARE 4 ,Yry s,i- J• i ` '',' ' EkISt. CGNCRETE PAC' , ;. + 1'S" YObiD ACRES + _ � ! . 0 c ', Y ^ t k ,. - / PROPOSED TYPE A,_:H BASIN--- ' s - ,' PROPOSED BUILDING a ;3 a l_.T I N; �'_ F (JN.^ E _,_ . � I 1 I r , ' 4 ,-,, �, : ,; ! ; , art , T.F. $�. S 3 1► � . O + E l 1 ' Tp�C PJ' � - ., ; ,� '` " �' EXIST, INV = MATC ExISTING , II + EX. CO. I ` N - T �ss `. �• ' ,` , `• 5, , ' NEW INV = 80 08 P 1N 11 l T.F.=81.J? I �f Y �- RT 513 SULLIVAN AVENUE ti ( �I 4- Q�t� ' ,�k.11 . - a • ., M I /NV.=INV-i9.94 01 �5" OUT / � `` .\ Q �s -, ( 45, 000 S.F. 3 -JIN ON, LL / c ! �uT"a ', / ,Y r,• i' / OIL I _ ' " Q \ I v I `i ` ` N F ' k' 'i Y ,` '"- ' G1 PROPOSED TYPE "C' CA � H BASIN -- �\ 1' i�� , F.F.-82.75 � � � • , ' `, LEEMIL TS PETROLEUM INC. �s_., .� , +', - , i ' LF 82.35 4 \ 1 p ' 4 / 8 } '.�,� / INV_= 7a9O IN, �, �\ ' i % r,=E'-- E N , . ; y`. - _ - fNV.= 7989 OUT Ii /I I' 1 // III� N ;Nt AO SF+ 4 '� -- 8° �' 11 PARCEL 4-110.10t��a TO BE COMBINED WITH PARCIEL 2 AND 28 III ak-• „ 1 A�.. , - - LOT I ; ,' ,` 1 /I _ ' ., __ -- 1 ' + 1 ��, '° CONSOLIDA TION OF PARCEL S 1, 2A, & 3) I I - _ _ :-..-_, 1 II I / I / ' 1` >4•kMF MON. WELL ' �1: � � / 323,123. 34 sq. ft. ; I j/ �� q �s y�[t, I' . .. - - - _ 1 i I f , l' I I 1 \ _ \ - / i , - 9' t - �C_L �C E`- Ir- - .....�.�..� - - r= a 1l 7 41 OC. ,1 / + I \. / \ 1 •- - - -��250 00+�� 1 \�T! 1 f 1 l I / 1 �«` 1 EXIST. BIT. PVMNT. I /' I I I ' I I �- + . o I I + 1 300' 1 �1 ' ' " U 1 i LOG II X83.50 , , 1 / ` I 1�� -• ' WELL h 1/' G� ROOF OVERHAN I 1 20' X 10' SPRINKLER PUMP ENCLOSURE I �,- - I +1 ROOF OVERHANG I /"�� FRUPO�Et) DE TEN DON BA tN AREl: � ' W II \ I SEE NOTE l 10 I ((�� 489 SULLI VAN A VENUE 1 ' I ')1 () ) / " : / - I �B so.o 1 4 - ' - A/ " I � ao EX15 r1NG BUILDING 'I I I' 1 l I r;t?ATErP� 6� �-4V Z o F.F. = 82• :5 I1 I 1 �g 1 h �Zg I t' yW ., <, I( T", 1 / 1 -'`' laa...a a...aa aauaa�aw na• •.aau naaaaaa.u.a..na...■uaa..'f�.7•aanaauaa...aaan.aana.a aaanaaauaas�aun.�u..aaa.0 O r1 *5 - ■ - - -1• + ` I I ��Yl ' EX. C.B. 'I / ANTI-ITRACKIN {;>•-` � rF=a24o � � � I ' F. PARCEL 2 � 1 Q ' PARCEL 2A INV-79.75 15' IN '' 1.I I 11 ♦ _ _ _ _ _ _ _ _ I c PARCEL 1 �; -, - _ _ - Qj - ' o !NV=8Q31 12 RCP � I .. a ";;IMP O :; r.• �r 1 a / r s 83 - {o �� J. 90 OC. lNV. =79 8s 6 PVC � + 1 I ( = I I YOf t,' J. 41 CIC. ¢ rn /NV=79.75 6 PVC +I I + 1 PROPOSED WA R I ' = I n `O INV.=79.70 15' our H I 1 ' 1 /� 'I y 11 +I ' 1I ' 1TREN4ili A N 24" CAMS . �- J t`�K r--rr Js r--ars = :� 4 .t 11 I , 1 IANT s v of a' r 111 / / I' ' \ �I rj \ \ / .n. ` r X83.50 / ` ` ' 1/ , / I / 320' 1 � \ 1 l 11 \ / I / I \ F It 1 LOT 2 `�+K �, Axe / I ! is ! /+ \ ' 1 1 I MAINTENANCE fiVILDtNG TU RE COR• Btt30.F, OR. BL { I °+i•, - N/F , 11 ` ' + l I fO111PPE0 WITH A GRINDER PUMP / i' � ,hs' '! 1' I (CONSOLIDA TION OC PARCELS 2 28 & 4 IN PR AS UCKLyiRsACAD A r PVMP AIL 1G 1 I ; t .i - J- R. D. REALTY L TY 1 ' 1 1 tlAll VALVE AND lUN fl1015 FOR ONPlE7E / l ) ) M PRE-PACkAGfD BASIN 1N711 C0.NUE RAILS -y,� / r Il SrSTEM ON APAI70VED Et>t7A�1 :fir 4, _ ,.:, x 3.so 331, 682-7 5 sq. ft. ($EE DEt ; Pfd��P sED - - - - I %� I ' . xt .• -1. c�,u ' ' + I I 7 61 (0C� - - - - ---r - 4 IN�fE ANCE z l;. I 1 1rKr I _ . s - A `\ �/1 r / I - - a."a� - - �I! ING JQ 2' INV1805 11 111 III 0 0 tos k ^I11 1 ' _ - \/� ufaaa X79.5 Y. c I : / I I I 0) rrr r tF 1/ In I , 1 I F F, - 83.5 1 . < , - 1 a I" �t y \ It I i i i - •ice . EXIST. BIT. PVIANT. n .75 / / ll + ' _ '' _� .k I N+ 6 '' 11 / ' PROPOSED GRA L AREA / I \ 1. 3r : �, f` ,, u .-ExiSrNc BIT, r6 ro BE REMOVED TEMPORARY _ _ `. 1 �j :* +• _. r1 , i I TOPSOIL i ' 4 - // ,/ , KPILE rr. , .a ;" . ,...L - - { '-3 I If X 6 `/ i v IT9rO I \ ` q 1 r If q. '`. ,["i r . -ti Il < - K n 11 , - E Z -1- ' / I' ) I 1 �r K, I ', r 1 i ` I ,N / I I . BLDG COR BLDG // I 1 mC < k i i YF :� � _..-., s . {J�I .'F rye 1 + 4'` _ 1 NEW " iR , 1 �AR'l 1 �r-��- r� R . •.�`�-�',d. a'.� „ s :Y.. 7 /:�: _ PNEU rr I' rrrr Ir <F rN� ' %rrrrrr rrrrrrr rr rrrrr i �� . .rrr r-- r---r---_--1..�� _rrr------ ` r.n-�•r i7k VO- •t ,.1 , _: - r_�- .r, _ _ 1r ' , _U_NfJERC / x79.5 I- _ 1 i fir_ r _. ! 1 11 Ex. CB.. r IS T R'O N r - 1w . _ `' le i : , g.. 1 1 1 1 /NV. =79 45 f5' /N 8E REL O, E E I`E - fF'1 l -I \ \ {U- III ! Y,-. 1 ° e } . J I I It X 51 / \ L_ C ' ` k, `:.I N/F I � 'O u +r I l/VV:: 26?I � � c� i , �+� ' / {� I . s, k V.=79.56 15 T I " x8z.75 - Q "' I I ?' `� J R. D. REAL TY , 1 CANOPY EXlSi�+lG oU <Ci `^ TRENCH DRAIN t4.. ;., \ ll F. it�t ' ` l� ► £x. DRAlN \ III ' a r .0, ,v X82.75 IN A L AUR �' ` / G= X83.50 - _ _ _ _ \. r 4_a $2 T.F.=77.78;7'CONI •? trl TC ` } , I, .. i I I l r PXf� / TIC 1 . ,," +: INSTANT A 14 : ' �' ( ANTTGRAOF �s0y X79.5 ';,; d 4• ,. • : .; 7 I I I / Ito $ < _ / __- 'ONST AlA ` GRATE-.82.50 ,1 I I I a 1 i 1 1 i11 t I FEWInSED / XSa9 R I _ III :S' .i5"(I Q 5_Q� : t NY:BU ?5 11 - _ Aus r \ _> S 3,25 H . I\t F1 p EN 3'l - - ADDITION- t7vF�ER'C+Aa:_�� -- - •hi St, I r. 0 L F. =rL .� ,... ' r r r r r r r r r r r r r r r N RAP - - •til i.r-i'i.= �'i T _ 4 -1 - - - - - - - - �� _ - - - - =--- -_- - - - _ - .. - -_-�- - - - - - - _ _ -- _ 04 r .. r r r r r r r r _ _ _ _ _ _ _ _ - _ _ - - _ _ - ._ „3?}',� ' I /rrrrrrrrrr rrrrrr rr rrrrr rrr rr rr r rrr rrrr-rrr rrr _y�7 /, - / 7 w,",,,_• _•T ?•L 7=_- - - `.� '�\. 9 37 g3 - 79.3 _ _ I r �' • \� r -82.� �. k. AREA TD BE r- \ 74 `. 1 • Z - 'I J • MI L , 11. 79.37 I ; EXCAVATED 1 FT, PROPOSED - -4 I\ I .1 0 4 � /!rrr _ i I BELOW EXIST GRADE L SAND BAGS III A x r M0N wru I PnoPosm SILT FENCE - .J s I I\ S i I ^., , // _ MON. HELL I ,' / AVEMM I ' FLARED END - 15* Ill> l (.0 [ 2�- . EX/ST. POND i- - \ / 1 I �� rr ,R / ��\ r, _ RIP -RAP QC ntr I,(,,rELCIA m 78.0 78.0 \\ g / - - X83A5 = _ - INV 79.37 POND T �a /R \ \ �� Nn I / -'~ !NV=79.37 15 RC / E .. - OUTLET STRUCTURE O - SAND BAGS // + / ' EXISr. ` /'-- --_ _ - - -82- - - r _ \ ORlG/N UNKNONN' i i I Dl SELL � � !AON; WELL r - - -c- - - - _ - \ I Gr r, ^ I T.IF.=79.J5 GY. Of t-6' C.Mp.''s I, - - - - - (' I \ I •' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - -m`.ml \ 1 t/G '* $ / A ` AND 2-12" CAI.P-''s - - - - �- - - - - - - L r I /j 1 \ \ CL. J' STEEL P/PE ' r \ ' - \ @RKPOSED- - - a t5 r / - _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ - +r �r �.a� .rr+hti� -.-i. �.+r� r� wol it i \ L 1 y / / \ �$0 - - - - - RIP -RAP .. ` _ - A. - �' - - - - - - - - - - - - _ - - - - Q 4 - - _ ' _ ' - - _ _ - - - I ` ' I r PAD "�''' _ >.� - - -- -82- 'i --- --- -� + alk tif - -_ - - - - - - - - - - - - - - - - - - - - - - - - ,,� jrW. _ I ;�t9.6 _ems-----------.�.- --- I '---- _._- -A 'N_� ----- �__�___w_ --- - - - - --_.-------- 177.48'CA L - .� ...ice �� rr - rr, r,. 1 . � .L__ - I - _ - _ _ ... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. - - N 6770 44" W 484.05' FIELD (484.17' MAP REF. No. 1) I.P.I 1 - = _ - - -82 1 I P. N 67120'13" W -8' �7EL�-(�88.20' MAP REF. No. 1) ' ' E-Xj M.S. NAD 8J qwj l / - - LPAIG41L FOUND I x. ; FOUND FOP/ND FOUND FOUND /.P l`P' S k. IN-870554.s66 81) - - - - \ FOUND Ih 1� r� , _ If-1045?09.?69 III - - 0 STORM M.H. ARCEL 3 - 0.10t ac TO BE COMBINED NTH PARCEL 1 AND 2A FOUNO A ' `�3.50 t-:: ..: GERBER SCIEN T/FIC INC. IN e79.31 .Ty * I, , ,i ^. ANY. -79.14 12 RLP AV N/F 2 to 10/17/00 EASEMENTS GBS 4 " a„i < r Y, �,. 4M AVV.=79.33 12"RCP OUT F >' +, - 9 9/27/00 PARCEL CONSOUOATION/EASEMENTS/TOwN COMMENTS HWH /I+V=7931 15RCI� OUT KENNETH J• & ANDREA L. D _ .x t ,4 , �. : 8 9/07/00 REVISED RETURN RADIUS GBS 1.1.PUDEL ER 4 , • , I 8/3O/00 ADDED SIGHT LMES GBS �• w,\ " 6 7/21/00 RE PER COMMENTS OF TOWN OBS r4 ., i 1. UNLESS OTFIERWISE NOTED, EXISTING UTION ,� .; ,� REVISIONS = (203) 291-8755 ~•'�{Tf a �' AVAIALABLIE INFORMATION. S AS SHOM ALLBAEXIDSIING UTILITIES 1.\ 5 4/t9/oo rEcws[ Put cOUln+a of TOM A/O rtz trcrTrw SIH GRAPHIC SCALE TI-gS PLAN IS TO BE USED FOR ERo COMMOL N/F AN THON Y P- & MICHAEL DANGEL 0 PROPOSED FUTURE ACCESS TO ADJACENT LOT NOTES: 1. WETLANDS FLAGGED, WATERCOURSES AND SOILS DELINIATED BY ENVIRONMENTAL RESOURCES ASSOCIATES, JANUARY 1995. 2. WETLAND FLAGS FIELD LOCATED BY DESIGN PROFESSIONALS, INC., JAN. 16, 1995. 3. TOPOGRAPHIC INFORMATION CONFORMS TO CLASS T-2 STANDARDS OF ACCURACY. 4. EXISTING DETENTION BASIN VOLUME: 80,850 cu. ft.(opprox.) 5. MAXIMUM PROPOSED SLOPES TO BE NO GREATER THAN 3: 1. 6. THIS MAP IS DEPENDENT ON THE MAP REFERENCE BELOW AND ON MONUMENTATION FOUND IN THE FIELD AND DEPICTED HEREON. 7. DETENTION AREA TO BE TOP DRESSED WITH 6 - 8" TOPSOIL AMENDED WITH ORGANIC MATTER. 8. A WETLAND SCIENTIST IS TO OVERSEE THE PLACEMENT OF THE PLANTINGS WITHIN THE DETENTION AREA. 9. ROOF LEADERS ON PROPOSED BUILDING TO OUTLET ONTO PAVEMENT. 10. ALL STRUCTURES TO BE CLEANED BI-ANNUALLY AND DETENTION PONDS TO BE INSPECTED ANNUALLY. ANY SILT OR DEBRIS TO BE REMOVED. 11. PROPOSED SEWER FORCE MAIN TO HAVE A MINIMUM OF 48" OF COVER. 12. ANY DUMPSTERS LOCATED ON PROPERTY SHALL BE ON A CONCRETE PAD WITH SCREENING. SEE DETAIL SHEET. 13. CONTRACTOR TO HAVE DRILLING CO. SUBMIT REPORT DETAILING BORING LOGS, FINDINGS OF BORINGS AND RECOMMENDATIONS ON FOUNDATION CONSTRUCTION. 14. SEE SHEET 2/6, PLOT PLAN, FOR EASEMENT LOCATIONS AND DESCRIPTIONS AP REFERENCE: PLAN ENTITLED "MORTGAGE SURVEY PROPERTY OF REX UMBER COMPANY, 489 SULLIVAN AVENUE, SOUTH WINDSOR, NN CTICUT". DATED DEC. 1986, REV. TO JULY 20, 1994, CALE 1"=40', SHEET 1 OF 1. PREPARED BY CLOSE, JENSEN ND MILLER, WETHERSFIELD, CONNECTICUT. . PLAN ENTITLED "PLOT PLAN PREPARED FOR REX LUMBER, 89 SULLIVAN AVE., SOUTH WINDSOR, CONNECTICUT". ATED JAN. 2000, SCALE 1 "=40', SHEET 2 OF 5, PREPARED BY DESIGN PROFESSIONALS, INC., SOUTH WINDSOR, CONNECTICUT. SHEET '' 4,.'x-;, ,; , EF SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4/7/00 FaOCATE III MAN t Ill TR "DRAM •PwP M.W SIH 40 c eslgn ii.- �<�r m 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/5/00 ADDED WETLANDS BUFFER do LIMITS 51H EROSION AND SEDIMENT CONTROL � REX LUMBER COMPANY 4 I Ll� , ., N "9Y A LICENSED LAND SURVEYOR PRIOR TO ONLY SEE THE SITE PLAN FOR w I ro e*W1VF a s r1C. '4 : h `;, � CONSTRUCTION. 2 4/3/00 ADDED PLUNGE POOLS do OIL SEPARATER SIH • ! DESIGN.- S/HIGB DRAWN GBSIH NECKED. RPM/GBS �_- J,, UTILITIES AND SITE GRADING 1 inch = 40 rt. ■ ,�� Il� �tUIL1LII�A��T A��T1E `" ', , ; 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i 3/29/00 REVISED PER TOWN COMMENTS SIH . JOB A 94-777 DATE 1/10/00 6 ?�?` IMPRESSION SEAL AND ORIGINAL SIGNATURE civil engineers • planners • surveyors I ` ipY Uf !HE f KUEESsI xvAL ENVINEEf1%SURVtYUk. NO. DATE DESCRIPTION BY 165 south satellite road, south windsor, Connecticut 06074 DRAWING II G JOB 94777 94777-7P SOUTH WINDSOR CONNECTICUT -- Y.� >� 'A.•�T:'.�.. -,i0u- . s _. _.. '.+'+'. IS!.s.: � '?'i5...0 �. ai�- '� •s +t ^� .L - �� -.:- r. __. _- _. ._ t.,_-___'_._._ _-___.�._ __. "'__ - -.� a �L} o-+•r • -.e•. c.. _ _ ,ram , - _ ., -- . -.. - '±i •,.. ��.' ,. . ,,. ti - , ... s. .. a,;Lp. -x4 . � y. - a-, sF ..,.0 _+;__., i' ..�� -t-rr'- ._�---- -- -- -- - Y.> it -n .P. .. 11 , .. J. - , _'-. -7. a -.-M I' � •.1 •fin taY i..r+.r .'1r �• w. .:. :' � . ., 3 -.1: _�,,__:", h!,` G :.. 'fj C\' ' ' ` ,�.�: -. % -, � 4. ♦ ajTt,S 71 iT.f1fYLi... ^:�.. ar � :�'+t" _ � 0.�Y�A.._'�.y...R : it •1SI':..� _ . tt_�9:. _ ..r. .. ... .. n i. A'. n *.._r :3S:.'ryr_ SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5'POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. NSTRUCTION NOTES 8 5/16"-\ 4 13/16" 3'-1 3/4"--- STANDARD PRECAST CONCRETE UNIT w z 12 :� a of w 7 5/8" 100 z t m 1. 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. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. 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 AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. CONSTRUCTION SEQUENCE 1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN, 2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. 3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE iN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL -STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 4. SAND BAGS ARE TO BE PLACED ACROSS DETENTION BASIN AS SHOWN ON PLANS. EXCAVATION OF DETENTION AREA EXPANSION MAY BEGIN. EXCAVATION SHOULD PROCEED FROM NORTH TO SOUTH, TOWARD THE EXISTING DETENTION POND. FINAL STEP IS TO EXCAVATE ADJACENT TO EXIST. POND. ANY DEWATERING REQUIRED DURING EXCAVATION TO BE DIRECTED INTO THE EXISTING DETENTION BASIN ON THE WEST SIDE OF THE SAND BAGS. 5. INSTALLATION OF STORM DRAINAGE CAN BEGIN. AFTER THE STORM DRAINAGE IS CONSTRUCTED, AREA CAN BE FILLED TO SUBGRADE ELEVATIONS. ANY SEDIMENT BUILD-UP TO BE REMOVED. SAND BAGS MAY BE REMOVED. AFTER FILL OF DETENTION AREA HAS BEEN STABILIZED, 6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 7. PLACE PAVEMENT, CURBING AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SCHEDULE. 8. AFTER ALL SITE WORK IS COMPLETED INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER, 2000 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING, 2001 GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD UP, 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. i 10 1� > FINISHED GRADE 6.5" 1'-8 3/8" -� 13/1 3" MIN BRICK LEVELERS °O � �' f 12 1'-8 3/8" 2 I � z y 812 wcli 7 13/16" o > F1 5 ;Cz = CLASS 'C' CONCRETE L OR PRECAST UNIT H 5'-4" -- �� 8' 3'-0" 8 4'-- 4" CLASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B PLAN VIEW NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF UMITS. TYPE 'C-L' CATCH BASIN not to scale nnelnnr rr f 'T 3 FLOW SECTION A -A STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK �D O LiJZ I Z ` r16"TYP - PRECAST REINFORCED CONCRETE MANHOLE - _ -- ECCENTRIC CONE w W 5" f ALUM. 1n > STEP >REINFORCED CONCRETE SEE DETAIL r MANHOLE SECTIONS WITH w w ABOVE "0 RING" JOINTS (n O 0 Q > - _ U) A 4'-0" DIA A - - REINFORCED CONCRETE o m MANHOLE BASE � Z_ It 1 C - - FLOW 1- ^+ CO 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME IVV ILJ: NVJVJI rrtfiMC LLCVAIIVIV __a) �, �_ WITH BRICKS 6" To 12" CONCRETE OR BRICK --- PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT 6" 3%4' CRUSHED STONE FOUNDATION BASE. TOPSOIL & SEED Ol 2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 02 2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 03 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 ® 8" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 BITUMINOUS CURB AND PAVEMENT CROSS-SECTION n t s 1 SET POSTS AND ANGLE POSTS EXCAVATE A 6'x6' TRENCH 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF-- CLEANING. ti..•:_ ' r ;; 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS �'- LOCATIONS AS SHOWN ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES 4 5/15/00 REVISE TO ADD MATERIAL SPECS SIH "' SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. " ;0 0 8 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5/1 /00 ADDED EXISTING SEWER MANHOLE SIH '+' ,,. N BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4/21/00 REMOVE SED. STRUCTURE SIH 1 3/29/00 REVISED TO ADD SEO. STRUCTURE AND ANTI -TRACK SIH 3. THIS PLAN IS INVALID UNLESS IT BEARS THE NO. DATE DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. , i 1 �',.K,1 '( '1- •'Tr '?,':� ¢" K ~ {~'1 y'- e, .9, l 6{. ftli. f.f Y S}� `� }r .`�"R t. ,�1;�+pp^�lK ! .eY �' •-��7�ySStyryt{ �. - •�-. ,tpr :r^t . R•y �. tir.' :� ]k i. ,C+-R` '.i 4` ' �...'12i1••tjh: -fYi:-,.�-�.."1(A. +, �.. }( '�:. ��,• �, 1, t '.?� 'h' .r$ 7� � �..��at, r, c,54 3 v�, �� w •S,f.. 4 +�•-kq'�ij,��r+'.a �+.i: � .� L;, � i/r • ; 4: f , r d ] ". .'.,�:z-,i )-�`►,` ��i`.,{�y . ..+ ...< .+, �i ,,r�,� ��yy.� .,. ..�i,�.i•�:. �i.}t.f'.ti:wt. 'l :Z"+s"�`*e.-0�.,•i,l+;.,; Aa �{+�i ,,k . gyp �Vr�yyt wZ.�. i,�(fi..�ayT'6%y�T,f...�''�11.''4`i.��aF!'S. C'.`�'`.��1��. .ra �.,. �.�• �rFsl -F' � ., �J ..IM-i^:, 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC 4 IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL I l l 1me! I I ' l l-I I l l I_I-� � I_ -_,III- I k -III r �= I -I I r -`� I I I I=111 CONSTRUCTION OF SYNTHETIC FILTER BARRIER SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale TOP VIEW BASIN COVER CORROSION -;k RESISTANT Ye" THK. STRUCTURAL POLYPROPYLENE SIDE VIEW dyers 48 MAX. 2 45 54 1 1/4 DISCHARGE FLANGE \ 1 1/4 BALL VALVE V , I C� 51 / 0 . ° t i 1 1/4 SUPPORT FLANGE PUMP GUIDE AND RAIL SUPPORT YOKE LIFTING PLATE JUNCTION 24 DFA. FIBERGLASS BASIN BASIN DEPTH MTG. BRACKET -_ Ilz ' I V4 BALL VALVE I V4 PVC DISCHARGE PIPE I GUIDE RAILS LIFTING CHAIN PUMP "ON" PUMP BASIN ASSEMBLY not to scale RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: CRAIG FORRESTER REX LUMBER COMPANY 348 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. 289- 5441 FILLET WELD AT EACH SIDE OF GRATE AT EVERY OTHER NORMAL CORRUGATION ON THE TANGENT. 6' CENTERS (TYPICAL) DIRECTION A �OF FLOW BEARING BAR 3/16" THICK - PIPE - GRATE WELDING DETAIL N.T.S. 1-1/4" I--- A SOLID WEB SPACER 3/16" THICK TOP OF GRATE SHOULD BE RECESSED APPROXIMATELY 1/4-INCH BELOW FINISHED GRADE. THE CONCRETE CORNER ALONG THE EDGE OF THE GRATE SHALL BE BEVELED 12" EACH SIDE \ - HIGH SLUMP CONCRETE FINISH COURSE \ TO TOP OF FINISH COURSE BIT. PAVEMENT ROUGH SHAPED CONCRETE BED 12" 3" FOR 6" GRATE STANDARD GRATE DETAIL INSTALLATION DETAIL NOTES: 1. CONCRETE IS TO BE HIGH SLUMP CONCRETE OR LEAN GROUT WITH A MINIMUM 750 PSI COMPRESSIVE STRENGTH. 2. TOP OF THE CONCRETE TO BE FINISHED TO SURFACE GRADE. TRENCH DRAIN DETAIL not to scale 6„ 1/4" R r 1/4,. 1, \--GRAVEL (CT DOT M.02.06 GRADUATION "A") 5" CONC, SIDEWALK (3500 PSI CONCRETE) INSTALL PER PER CT DOT 9.21 AND TOWN OF SOUTH WINDSOR DESIGN STANDARDS. 8" PROCESSED STONE OR BANK RUN GRAVEL CT DOT M.2.06 GRADATION "B" OR 5.01.1 TYPICAL SIDEWALK SECTION EXISTING 21' R.( EXISTING INVERT -EXISTING INVERT A A FLOW - CONSTRUCT CHANNEL IN SHELF \�' = PROPOSED V FORCE MAIN r� SECTION B-B SECTION A- A D i' FORCE MAIN EXISTING SEWER MANHOLE not to scale 11 (203) 291 -8755 DETAIL SHIM T esign r of e s s i o n a l s, inc. DESINGN. SIH DRAWN SIH ICHECKED: ,ioe No.: 94- 777 DA TE- 2128100 civil engineers • planners • surveyors 165 south satellite road, south Windsor, eonnecticut 06074 DRAWING No.: C.• W08194777\94777-TP REX LUMBER COMPANY �5) SltJ1LMVAM AVIENUX SOUTH WINDSOR CONNECTICUT SHEET 5 , 01 n-R SECTION Y-Y D DETAIL 'A' N.T.S. DETAIL 'A' FOR USE WITH COR- C BARREL B RUGATED METAL PIPE 54" OR SLOPE LINE 1" MIN- LARGER. � + L - 1 d 0 1 o . a 71 WALL (SEE NOTE 2) - z SECTION X-X END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL DIA. A B C D E F R, R2 LYOlwi AREA OF OF TRANSVER STEEL SO.RI.PER FOOT So.IN,PER FooT 18" 9' 2•-3' 3'-10' W-1" 3'-0' 2'-5" V-3 1/2• 1'-O' 0.060 0.060 21' 9" 2'-11 3'-2' W-1' 3'-6" V-71/2' 1•-4' V-1" 0,066 0.066 24" 9 1/2' 3'-7 1/2' 2'-8" 6'-1 1/2' 4'-0" 2•-9 3/16't'-4 13/16' 1'-2" 0.72 0.072 30" 1'-0" 4'-6' '-7 3/4' W-1 3/+ 5'-0' 3'-1- V-6 1/2- V-3- 0.D84 0.084 36" 1'-3" 5'-3" 2'-10 3/4' 8'-1 3/4 6'-0" -11 11/15 2'-5/16" V-8' 0.096 0.096 42" 1. _9* 5•-3" 2'-11' 8'-2" 6'-6" '-5 7/8-2'-3 1/2' 1'-10' 0.108 0.108 0. 2'-0' 6'-0' 2'-2- 8'-2' 7'-0" 4'-6 1/2 2'-4 1/2" V-10' 0.120 0.120 54" 2'-3" 5'-5" 2'-11" 8'-4- 7'-6' 5'-5 1/2 2'-9 1/8" 2'-0' 0.132 0.132 60" 2'-6" 5'-0� 3'-3' I 8'-3' 8'-0� I3'-111U] 2'-0' 0144 0.144 12' 4' 2'-0' 4'-3/8' 2'-0' t 7 16/16jI 10 1/4" 9" 0,048 0.048 15" 8" I 2'-3 I 3'-10" I 18'-3/8' 8'-1' 2'-8 I 18'-t/2- 2 -5/18' V-1/2' 11" 0.054 I 0.054 I FLARED END LAWN / STREETS CROSS-COUNTRY PAVED A TOPSOIL & SOD OR SEED -7 ,V AND PAVEMENT _BASE PER PAVEMENT DETAIL. APPROVED GRANULAR NON - ORGANIC BACKFl1 MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE. �---- SAND (CT DOT M.03.02-2 FINE AGGREGATE) 12',MI IN. - PIPE. AS SPECIFIED L 3 NOTE: SECTION 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONVOVEN CLASS 2, VITH PERMITTIVITY [IF na: Tn n, crrt Atm .n,• rc Y.J IU VA JLt, t",U - Ur 0.43 mm TO 0.22Nn AND SHALL MEET AASHTO M288-96 TYPICAL SANITARY SEMIER FORCE MAIN TRENCH SECTION -- NOT TO SCALE --- -- ��,* -6` PVC. SLEEVE WITH PLUG. k ` •. 6'-45 DEGREE BEJD \` 3/4' BROKEN TRAPROCK "s. 10' UNDER BEND TYPICAL CLEANOUT •'�{.' --- NOT TO SCALE -a. SINGLE RIPRAP PAD 1'I. T.S r. ,iY 6" SCH. 40 STEEL PIPE FILLED W/ CONC, NTH TOP ROUNDED. 0 2'-0" PAVEMENT OR FINISHED GRADE -, LAWN / CROSS-COUNTRY TOPSOIL & SOD OR SEED 7 48' • 0 I a / •A O O \ FILL POST w/ CONCRETE 00 ZLLJ - � 2500 PSI P.C. CONCRETE MINIMUM (TYP.) NOTE: ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW ov��hRO N. T. S. T 2 - 24" CLEAN OUTS 7,0„ 8.6" CL-OUT I CL-OUT BUTYL RUBBER SEAL INLET - _ ntITI ET 6'0" 55" 49" I--000ID HEIGHT 57" i' OIL -WATER SEPARATOR - 1000 GAL. N.T S. ,> _r NOTE 1. The lower surface of the cover and the corresponding upper 13' surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. 41 •• ., , ,,,,,,., < <ia, f,. s� t. � ,�,' tom, •< ,aa1 STORM MANHOLE f �• `' ALTERNATE 41 EJ t, P < f 4, •,, y t,' , , (� . O A.`•, •. <' .� •_•`<.7.•._ <f }'' < 4 J. .f. •,...4, O�O 0 00 pO O lVnIOO ❑ OO C_--� 7o o0 ❑ o ❑❑ ❑❑ o ❑ ... 20• O O° °oo° o Q`0O��C7 0 D �/ O O r< M DOUBLE RIPRAP PAD yr ' N. T. S. 23.875" Dia. 1" 1.25"L� 1.25" "y "0.38" 1.125>, 0.75 0.875" 1.56" IF 9 1.125" s 4" LOAM, SEED, I- 0.56" -I -- 0.56" 9._0» FERTILIZER, do MULCH 1.50" 0.75" ,.. TOTAL 12" MODIFIED RIPRAP 1.94 17" Dia. �1 - ' :.. 2 SECTION A -A • • • • • • • • • . �� 6" BANK -RUN GRAVEL BASE (D.O.T. M.02.06 TYPE "B" GRADATION) CAST IRON COVER 3'-0" 8=3'-O" FILTER FABRIC N. T. S. ''- MIRAFI 140s OR EQUAL RIPRAP DITCH DETAIL a<tw N T.S. ' `e 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ,w LOCATIONS AS SHOWN ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES �! q SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ,. �.. mo 5: to . 2ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5/15/00 A00 FORCE MAIN AND WATER MAIN PETALS SIH BY A LICENSED LAND SURVEYOR PRIOR TO 2 CONSTRUCTION. 4/21/00 ADD OL-WATER SEPARATOR, MJPSTER FENCE, BOLLARD SIH 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 4/3/00 AGREASE TRAP DETAIL PLUNGE POOL DD SIH IV, IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY i .. y...:2 a .• + - .. - 1't . P'x' �� •.a ' . ><'%r i .-:r.' W. °i;.^ .•. , }:i. y. ''LY; • i - � •. '+ � 5''-•-- - t - _ a a ...�4.' ,•s ,:� arc's 1 1Y ti . `. ^. 3 ;', 4+ •SY€ `� ..'ter �� h�3.=' _ 4'_'}'.'t1�,' .' ••'H.. �.,�Ji�r'�.•k...,-:A''v. .,.-'tla ,.1. d,.F.. ,:. ti ( r.'�. �...- ,� u►-,�l�� f -A. s �•�a�.a..�-.i ! ,'L�vA�.�F• ._,t... . _ ._� ,ta �s' _ tT R a _.. - ., ,- 4 . - ., � X .C.- -,a. , s* 'K ... c; k 3.6875" 2 - 1.5" Dia. Handlina Holes 8" 1.50" 1 STREETS / PAVED AREAS 1� MIN. e. r_-- 1Z MIN. BASE AND PAVEMENT PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL -PLACED AND COMPACTED IN ONE FOOT (1� (MAX.) LIFTS. STRETCHER BAR GALV. STEEL BANDS (8" X s MIN.) ---SAND (CT DOT M.03.02-2 FINE AGGREGATE) --8" DUCTILE IRON PIPE L --- 3 - SECTION WATER MAIN TRENCH SECTION NOT IV SCALE ----- + ❑❑❑b❑❑ ❑❑❑❑❑`Q ❑ ❑ ❑ p ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED 013000131 OVER FILTER FABRIC MATERIAL Z ❑ ❑ ❑ [3 13 ❑ ❑ ❑ ❑ ❑ ❑ ❑ oN ❑❑❑P00 ❑❑❑0013 ❑❑❑�7❑❑ ❑❑❑p❑❑ - 000�ao❑ - _Lg2n r-i n n EDGE OF PAVEMENT ANTI-TRACK:ING APRON 50.5' 74.5' PROPOSED DETENTION POND SECTION A -A 625" Bonding Holes 24.50" Dia. 0.75" - --}-2,125 I I I 1.50" f 0.75" 36" Dia. 48" Dia. `.SECTION B-B CAST IRON FRAME 10' - 0"- TERMINAL POST TOP RAIL -- 10' - 0" PULL POST CHAIN LINK FENCE N.T.S. 0 5" THICK CONC. DUMPS LINE POST FENCE FABRIC, 11 GAUGE, WIIH GAIE r4OTES CLASS A CONCRETE FOR ALL POSTS 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12 1 /2 GAUGE HOG RINGS, 12' O.C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20', EXPANSION COUPLINGS SPACED AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED AT 24" MAXIMUM. 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. 5- POSTS TC) RF 9" n n 6. TOP RAIL TO BE 1-3/8" O.D. DUMPSTER ENCLOSURE DETAIL 3Clr I IUIV A -/a 8' GRAVEL 18" INTERMEDIATE RIP RAP J' I »B" I -1 BRIC tON O.A.E.) PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' -1/2' 1-1/2' 3' 6 18" 12' 8' 2' 11 1 ' 5' 2' 4' 8 21 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' -1; 2' 3-1/2' 7' 33 ENERGY DISSIPATOR DETAIL ri I.S. ^`,s t2O3) 291 a�5s SHEET RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL. es'gn DETAIL SHEEN o 2 CRAIG FORRESTER6 REX LUMBER COMPANY &rofessionals inc. REX LUMBER COMPANY 348 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 TEL. 289-5441 - 7 11109 civil engineers • planners • surveyors 165 south satellite road, south windsor, connecticut 06074 DESIGN. 51H DRAWN: SIH CHECKED: SULILIVAN AVI HU E SOUTH WINDSOR CONNECTICUT 6 JOB NO.: 94-777 DATE:• 3122100 ORAWNG NO.: C.• 1JOR 94777�94777-IP EX 86.0 Marsh Planting rF =86. 07 SNEr ca sNEr ca. No. s114 -vwr co. ® No 1486 (To Include the fblknvtng as available) SN£r Co. No. 1482 ( —_ $- WW _ -we co. No. 1481 I W W — A r � No 1480 4 NW -W -7 _ - W ��- - W- - w -- L WC. 0 Acoms caiamus Sweetfiag �- W — — — W — — W NaNam— 4 =— W -- W char — W �W W -�'- — �- -L W1 Eleots palustis Spike Rush ® W 1Z Iris versicelor Blue Flag iris f 7 3 E.X. SM..H. 2 Pi 3 27 POilf i cordata Pidcereiweed E.X. sm..H. I AU BJ PN rF.=B6.7f VP — — — _. — — — — — — — — — — — — — — _ Sckpus Cyp erinus wOOlgrs155 — — — — — — — — — — _— — — - c —G — I Sdrpusvaiidus Soft -stern Bulrush — — — — _. —- — — •— — — — — — — — — — — —� �- - G— G G G - G G C C G G G MONrIWELL G J FOtIN PN SpelfgaTlFUTr1 arT1C[7jCalllIIil BUC1eC(� £X. /.P. NAO BJ r= —� G —� — '� EX. 57� ,vww`r\ TOISRF RELOCATED N-R7l NA 888 Typha angustifotia Narrow -leaved Catt'aii N/F J. R. D. REAL N/F ✓R.D. REALTY �p MON� -- - - - EX. At S NAD 8J !. P 1. f, P. N-870554 666 FOUND FOUND b N FOUND CUND E-104AM 289 F N/F GERBER SCIENTIFIC INC M e 1. UNLESS OTHERWSE NOTED, EXISTING UTILITY REVISIONS ., LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMA'RON. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. v 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 1 4.3-00 REMOVE SEEOMVG NOTE MHA IMPRESSION SEAL AND ORIGINAL SIGNATURE a Of THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY t .i� t�4 K { • �6.I, .a i!li .i�;^ 4..� �iN f ;�. -( ">f4��,eo:.��:i�r k. gyp., 4- ^.1 � Y . J ' j { _ I !14$PROPOSED 59 CARS WALK W' 3 PROPOSED BUILDING 45,000 S.F. F.F.-82.75 2 �I W 300' 10' x 10' SPRINKLER PUMP ENCLOSURE OVERHANG ' ROOF OVERHANG I Plant List s�obo+ sof�llcal �ia.e - - coop 141 n s>>m (au�lty can 5l•.rsblow a,- 10* is. 7 u Au Ar¢sot>"hylo6Itlua-tfrsi Dcarklry 15%lir W. 43 cowta�rlel BPh" r 4=nmOnd f' bmAym Sbrh 2"-2 W" rAl 2 si,.a. sbVL-91tm CS Comte swbon:kta lend-tw* Dogwood 3'-9' 111. 35 a ont. - HQ Hy►dlaTW" quemiMa OaKeat Hydrangea 3'-3 h' ht 12 11V) Me% x mexnrear 'hue PArme ' 'Blue Mncess' Ho11y 2'-2 v,' sir. ZtS coaA- ` F4 Nexverdemasa wbo"b" 2'/i -3' At 47 watt I alit' t4Aospenmi3manica Nordwm Day" 2'-Z V1, spr. 32 cxx•t Ns Nysea ".06CA Lack fwm 4'-6' hs- 4 owr.- PA PN lulus tllsa Ausc:tan rbm W -10' 10 NPS Pimus sbobus East+em *&W Pine 5'-' M. 49 6al.d PA Pluamus x ace+ii*x-Akm1aaad' 'Bkloxinood' London Pimmiti e 2 VL%3" cal, 8 QR catmCus ndwwn Noldmm Red Oak 2 Y5--3- cal. 3 coot. DVW Rnodocw,dm 'Delavmw Valley *hike- 'Deirw w Valley %%Ite' Aaatea 2'-21h' six 72 cont. WEP4m lie i SC Rhododuvdmm 'T t.M.' Sambucm car+adewds 'P.jM.' 0mdodernakon Elderbewy 2%2 •h' spr 2 y,' 3' Itt . 44 30 cant. cost. ' VC Va dnknn eotyrnbosurn I kpmsh Blueberry 2'-2 th' ► .. 38 coot. VP Vibunt.•an pIkAu n 'Sh"ta' Stu-saa' Vlburtnml 2 4,'-3' Mx. 57 corru. SCONCE N/F L EEMIL TS PETROLEUM INC. MON� INTERMEDIATE RIP -RAP (TYPICAL ALL OUTLETS) /.................................................................................................. I..... ..................... IPROPOSED BIT PVMNT. ---\ - - - - - - - - - - - - - - - - - - - - - - - - - '7 - ------------- - - - - -- t 320' t / t t / 1 MAINTENANCE BUILDING TO BE I EOUIPPED WITH A GRINDER PUMP FUTURE BUILDING 1 1 1 EX1ST. UNDERGROUND t -- - - - -To BE RELOCATED - ELECTRIC LINE - - - - ------ - - - - — - - - - - - - - - - - - - - - - - - 1 4 f.'XIND 7 E 25' R.Y. EXIST POND tuv �x.0 �50' BUFFER EXISTING TREE LINE TO REMAIN 41.3' PROPOSED MAINTENANCE BUILDING a n F.F. = 83.5 a N _1 - FOUND N/f KENNETH J. & ANDREA L. PUDEL ER GRAPHIC SCALE PLANIMETRICS 40 o zo 40 eq Landscap; Arch(t*cts • Devolopawnt Consulting ( IN FEET Plat r*q 6 Zoning Consulting I inch = 40 ft 136 SY■ob•ry Read Awn, CT 06001 Phone: (460) 677-S267 Fax ("0) 674-26" MONQK v 4 FT. WIDE X 1.0 FT. DEEP LOW FLOW CHANNEL MODIFIED RIP RAP BOTTOM ELEVATION-79.0 6 INCH DEEP BID -FILTER CELL OF WETLANDS PLANTINGS BOTTOM ELEVATION=79.0 BO0 Ah , 250.00' _ -- �j X79.5 X79.5 I X79. N o s X79.5 VIM ow `II BOTTOM AREA TO BE PLANTED WITH WETLANDS AC PS N jj IL PS All, DETENTION BASIN BOTTOM TO BE SEADED WITH NEW ENGLAND WETMIX N ENGLAND WELAND PLANTS. INC. AMHERST, MA. W 6 INCH DEEP BIO-FILTER CELL OF WETLANDS PLANTINGS BOTTOM ELEVATION-78.5 4 FT WIDE X 1 0 FT DEEP LOW FLOW CHANNEL MODIFIED RIP RAP BOTTOM ELEVATION- 78-5 N/F AN THON Y P. & MICHAEt DANGEL O DETENTION BASIN BOTTOM TO BE SEADED WITH NEW ENGLAND WETMIX BY NEW ENGLAND WELAND PLANTS, INC AMHERST, MA. 177.48' CA MAP REFERENCE: xin-t 1 PLAN ENTITLED "MORTGAGE SURVEY PROPERTY OF REX LUMBER COMPAN7, 489 SULLIVAN AVENUE, SOUTH WNDSUR. CONNECTICUT" DATED DEC 1986, REV TO JULY 20, 1994. SCALE 1"-40', SHEET 1 OF 1 PREPARED BY CLOSE, JENSEN AND MILLER, WETHERSFIELD, CONNECTICUT PREPARED FOR: LAMSCAM PLAN REX L UMBER DESIGN: RA DRAWN.• MHA CHECKED: RA 409 SU LILUVAN AVI+ NUI .10,9 ND.: 99-777 1DATE. 3-20--00 DRAWING NO.: D.-1 AJ081997771 REX2000L P. D WG �� ®� CONNECTICUT .MCCi L L2 .'tF^.'„ jO. _.' ,t a_,�-,Y EW Square wedge •--- -- 16 i/4' 41.8 Cm 1 9' 22.9 an Fixture to be McPhilben Outdoor -100 une" Performance Sconce Style: Square Wedge Color! Bronze T 100 watt High Pressure Sodlum North buildhg wall: ate, e mouaift height: 12' e Forward throw distribution a Spacft 30' o.c. East building wall: • amounting height : 10' e Wide throw distribution e Spacing: centered on doorways (60' 1 Install per Manufacturer's instructions. Sconce 3' or 4" J-box by others. See caution 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o INFORMATION. ALL EXISTING UTILITIES SHOULD oo BE FIELD VERIFIED PRIOR TO CONSTRUCT)ON. to � V 2. ALL UTILITIES AR£ TO BE STAKED ft 11HE 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,'SURVLYOR. 13 1f T' 4 1/4" Shrub Planting Fixture shall be Kim Lighting, Inc The Entablature"'. Style: SET Color: Dark Bronze dbu Type III distNon 150 watt High Pressure Sodium. Mlounft height 20' or as approved by ArcUtect Small SET model mounts to a 3' or 4- cast aluminum adapter plate with fixture mounting botts. CAUTION: }bout In wall must provide adequate fixture support See NEC sections 3M13. 17 and 410-14, 16.00 Dlsnnect plug and wiring are provided to allow field eonnectionsprior to SET fixture mounting. Max, fixture weight 25 Ibs. Install per Manufacturer's Instructions SET wall mount using adapter plate. WalimMounted Light NO. I DA TE REVISIONS DESCRIPTION PARY, MVLL M;X OF�— GO ►�'1 Pp ST d k t 't N C. 501 L- "-'ure shall t t Kim LiaMing,lnc, Entnbtal�.re'" . styles ET Role oxi Axtwe - --%xx 8iv= Standard entabl mte 1 watt High Pressure Sodium e in dbtribu non glare aluminum pole, height Concrete Footinm must be st ounded In f;� W;� code. Z'-0 Site Lighting Foie 'PLFj�\/ j5 t5otZ -AT' T—rACI I �+ttzBl�D�b Pir.(E \ --f-AI-L j5j;-: Xj � 2'h•• Dto.?�n�rk"R E a' Iu V ..fib} r�1-a '�A•i�-l;�S S,-i�v�0 _� Yt �1{X OF TOPSOIL—, GRAPHIC SCALE 40 0 20 40 SO ( IN FEET ) i inch = 40 ft. 'ilk �nravr 5' ,d .t Soil... • Sit°�-�— a�r+� z At li'Wv GVY w CRaMIb4 fit- Ar Fi,R-Mp $OIL L.tVkl. 0AA" r C)RJVMAJ 0e441,i 40a.% Tree Planting Tree Guying 0 PLANIMETRICS Landscape Architects • Development Consulting Planning 6 Zoning Consulting 96 Sboobury Rood Avok CT 06001 ftem ("01 677-5267 Fax (K01 674-26" V-0 po--.e-A FA V\E- q ��} dot a� pec�►dvouS +r•et5. LANXSCAPE DESIGN: RA DRAWN.• MHA CHECKED: RA �B No.: 99- 777 DA M..• J-20- 00 DRAWING NO.: D: � A✓OB 09777 MEX2000LP. DWG >d- 3" 1�rNR't�Y f44�7gr'p TwiE tt+/�1tK >NNa.Cr14 1AK op -toewl L . � r � �xtsrl►,fd 4wc PREPARED FOR: REX L UMBER 409 SU LILRVAN AVENUE SOUTH WINDSOR C®NNECTICUT SHEET L2 , L2 r.Z � �. ,�v -i 1. -� -� k. . ... I - - 14 11 - .11-*4 -t � , 4 1% ; ,., - - .., MR, � , 1-' , � ,� , -A�1� I -�-,-,- 7 `4- � ; I x. - �-. , V ,4 -.- 1 "', i � ,.� - 1. * ,.f:�.�' �-, , th. rj�p,i,�'-- -, � e-, - " ,% k 7,-- - � ,4�-- .� 1. - "'i ".., , - .I- " Z- � 11 - I ii e. *,,,i-, , 1 z, , ... � i ,Z�,' � , , - w,l " w I � � ,� . S�% - 1. I . . . . .1 �11-.. -. I " � , - " - � - 11 . . ,114., . - , "I * I' -- - . I , 'I � 11 ev'4-'. .1 -� .. , * � , ._,:� " i,4-" -bk-", '. , 1 k`�6.�..,1.�V.w-4,'4�,,,-, �?--,;-i",7 ,,->,.-1,1 I1,1 4*4,40f ,A, ".. . X ,- A r, -- �-1 1;.. .� ,I 171%k'11�1%6-,-Ilk�.- -ilt , , - :I--- , A ��,v -�� If .- 'F, ",- ,iW --�*'w r, 4 . 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