Loading...
HomeMy WebLinkAbout06-46P_A & S BOATS INC_729 - 735 JOHN FITCH BOULEVARDQ 3 U 00 Q CU 0 m U) 06 d 00 rn 0 L0 0 0 (N V) 0 C) c� U J 729/735 John Fitch Boulevard Map Lot Name & Address 33 9 653 John Fitch Boulevard LLC c/o Jane H. Gutt 240 Pleasant Valley Road South Windsor, CT 06074 11 45 Nutmeg Road LLC c/o Dalene Hardwood Floor 45 Nutmeg Road South Windsor, CT 06074 46 12 Max Gysin 1312 Marietta Country Club Kennesaw, GA 30152 13 785 John Fitch Boulevard, LLC 785 John Fitch Boulevard South Windsor, CT 06074 23 MM REalty Corportaion 101 Locust Street Hartford, CT 06114 24 Capewell Components 48 Nookshill Road Cromwell, CT 06416 25 Mobil Oil Corporation P.O. Box 53 Houston, TX 77001-0053 26 McDonald's Corporation 60 Oakridge Farmington, CT 06085 29 Joseph Kizis 346 Long Hill Road South Windsor, CT 06074 30 701 John Fitch Boulevard Associates 701 John Fitch Boulevard South Windsor, CT 06074 31 Two J's Realty LLC P.O. Box 506 East Windsor Hill, CT 06028 33 Steven A. Dalene 45 Nutmeg Road South Windsor, CT 06074 34 Cusson Enterprises LLC 49 Mascolo Road South Windsor, CT 06074 35 Harvey W. & Rose Levack 452 Main Street South Windsor, CT 06074 South Windsor, Connecticut Location Plan V=2®®' PREPARED FOR: A & S Boats 735 John Fitch Boulevard South Windsor, Connecticut 06074 860-528-8682 v04-AL ie�1S y J.R. RUSSO & ASSOCIATES TOWN OF SOUTH WINDSOR Land Surveyors & Professional Engineers AUTHORIZED SIGNATURE r - 1 SHOHAM ROAD - - = EAST WINDSOR, CONNEC11CUT 06088 -..; �.; (860) 623-0569 ►,_ r,; FAX: (860) 623-2485 DRAWING INDEX SHEET TITLE SHEET NO. CIVIL iscolo Road COVER SHEET ................................... .1 of 5 EXISTING CONDITIONS/DEMOLITION PLAN . . . . . . . . . . . . . . 2 of 5 12 PHASE 1 SITE PLAN ............................... 3 of 5 PHASE 2 SITE PLAN...............................4 of 5 DETAIL SHEET...................................5 of 5 13 �ig[E97dA Sd, CZ���t,6 t��S:ttflf�6E0)�d��.., Qa.t �0N�y1C7i�i�lrr�`>.r✓ ypQ O� AI vim,..-. C 3P yc' ,' YA. • \ of f1 off �; _ G � ; '' � (, l.• e a> '� r REV. 12-06-06 SEE DETAIL #2 1 12" RIGHT OF WAY FOR INGRESS & EGRESS, ROAD CONSTRUCTION, AN UNDERGROUND UTILITIE IN FAVOR OF LAND NOW OR FORMERLY ! ARNE H. REVOCABLE TREfST VOLUME 280 PAGE 33q VOLUME 360 PAGE120 i N/F 701 JOHN FITCH BOULEVARD ASSOCIATES, LLC SEE DET, 74 ff` 30. IRON PIN FOUND 3 00 rn O U) 0 0 m U) d 00 0) a L0 0 0 N 0 0 70 co 1 72J/ ` '-- _"``�,-►. 24"-68 IRON PIN FOUND 18" PINE 6" p p PINE 12 i 70 , OAK ' OAK < N/F Arne H. & Steven Arne EXIST. CHAIN LINK -_ -` EXIST. BRUSH _ Dalene FENCE (TYP) LINE (TYP) - - .\ / "-•. X SEE DE IL #3 . i "-EXIS77NG BOAT - _ _. _. _. l DETAIL #1 STORAGE AREA ` GRAPHIC SCALE LEGF_ND: / ...... ...... .••••...... ...... ...... .- ... ..... 20 0 10 20 40 -o- UTILITY POLE ssxs ' c WA TER GATE` ` a GAS GA TE \ ( IN FEET ) Cl PROP. CATCHBASIN \ 69 4 O PROP. STORM MANHOLE ,\ 1 inch = 20 ft. ' _, ❑ EXISTING CATCH BASIN \ \ SIGN .� GRAVEL �y HYDRANT'- ``� U. G. ELEC. LINE �' \ IRON PIN 1r -- G - U. G. GAS LINE -•�.-_ EXIS77NG BOAT \ rj - w - U.G. WATER LINE STORAGE AREA 1 \ II p ��- PROP. STORM SEWER l " • ` EXISTING STORM SEWER \ oco EXISTING SANITARY SEWER - to N F ` / EXISTING CONTOUR \ \ .......... _• �- Arne H. & zs PROP. CONTOUR \ - 256x0 EXIS77NG SPOT GRADE \ ! Steven Arne ` MI PROP_ .SPnT G_RAnF 71A N/F `` _ I Dalene O EXISTING I.P. 729 JOHN FITCH BOULEVARD, LLC 69x2 - ' - , 68 o EXISTING MONUMENT VOLUME 1656 PAGE 117 ` - STAKED HA YBA ES OR SILT FENCE to --.`; -- -' " -' � AREA=75, 698 S.F. \ , � ____ ------ -••-_ _.__ --_ -_� OR 1.74 ACRES co "'` ` b GRAVEL \ tz 149 Z11 -- ` 14.50' o ' \ _ BIT. N27°42' 00"E w - - - _ _ EXXST EDGE GRAVEL ` \ �+ o X X -� ,- RELOCATE EXISTING 7 8 X - „ 72, HOOP HOUSE _ N27 4 Of} -E', 171. (PHASE 1) �� ``•- GRAVEL - ' "� x9 SAW -CUT EXISTING 18" p ;" PAVEMENT & REMOVE - - OAk 74 OAK p I EXISTING BOAT . (PHASE 1) 18" STORAGE AREA ` PROPOSED , 12" p OAK ' - _ _ _ _� PROPERTY LINE ' Zv I BIT. OAK SAW -CUT EXISTING °j I I a - EXIST. EDGE PVMT PAVEMENT & REMOVE co (TYP) (PHASE 2) C) REMOVE & REPLACE SEC11ON BIT I ' `,; ii C° EXIS77NG ' OF EXIST. FENCE ( I____ HOOP -HOUSE- (PHASE 2) I o EXISr BIT. 73xo I SEPTIC TANK) 73x4 EXISTING COOLER & RET. TF= 72.6 WALL TO BE REMOVED I WATER EL=69.5tEXISTING (PHASE 2) ,� / I PROPERTY LINE i EXISTING BUILDING / 3x0 , "•, '', TO BE REMOVED :, ,Q k ,:' t (PHASE 2) f \ 2 p EXIST. X '' ` ` / ` \ .EXISTING BUILDG 80 IRON PIN FOUND 0.52' DETAIL #3 IRON Ph DETAIL #4 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 a Property Survey based on a Resurvey conforming to Horizontal and Vertical Accuracy Class A-2 & T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional, Unauthorized alterations render any declaration hereon null and void. MAP REFERENCES: 1. PLOT PLAN SUBDIVISION FOR ALVIN R. GOODIN 711-729--753 JOHN FITCH BLVD - SOUTH WINDSOR CONNECTICUT DATED SEPT. 21, 1978 BY JAMES SHEEHEY, L.S. 2. PLOT PLAN SUBDIVISION FOR ALVIN R. GOODIN 711-729--753 JOHN FITCH BLVD - SOUTH WINDSOR CONNECTICUT DATFD SEPT, 21, 1978 REVISED JULY 16, 1979, FEB. 27, 1980 JAMES SHEEHEY, L.S. 3. CONTRACT DRAWINGS WATER POLLUTION CONTROL FACILITY SOUTH EXIST. EDGE PVMT WINDSOR CONNECTICUT ROUTE 5 0+0 TO STA 24+50 SHEETS NO 12 & 13 (TYP) DATED 11-15-66 BY JAMES S. MINGES & ASSOCIATES 4. VARIANCE PLAN PREPARED FOR A & S BOATS 735 JOHN FITCH BOULEVARD SOUTH WINDSOR CONNECTICUT DATED 6-12-02 BY J. R. RUSSO & ASSOCIATES DEED REFERENCES: 1. WARRANTY DEED FROM LLYOD G. HANSEN TO JOSEPH KIZIS DATED 11-4-1958 VOLUME 69 PAGE 20 OF THE TOWN OF SOUTH WINDSOR LAND RECORDS (SWLR) APPROX. LOCA77ON OF 70 EXIST. SEP77C SYSTEM 2. AGREEMENT FROM LLYYD G. HANSEN TO JOSEPH HIZIS DATED 11-4-1958 VOLUME 69 PAGE 22 OF THE TOWN OF SOUTH WINDSOR LAND RECORDS (SWLR) _ EXIST. SEPTIC SYSTEM EXIST. ABANDONED j 1 3. DEED FROM DOMICELIA CIVITELL TO THE CONNECTICUT 3:JGHT AND a / POWER COMPANY VOLUME 102 PAGE 471 (SWLR) �51"XEAR LINE GRAVEL 4. WARRANTEE DEED FROM ALVIN R. GOODIN TO NICHOLAS AND ASSUNTA I ROOF I F. VICENZO VOLUME 280 PAGE 338 (SWLR) --@VERh1•ANS, N.FEXIST.I NG 5. QUIT CLAIM DEED FROM ALFONSO J. PASSERI INTERVIVOS TRUST TO LOADING DOCK n J ALFONSO J AND SHIRLEY L. PASSERI VOLUME 1536 PAGE 91 (SWLR) 1 X X X ° .� ... X .- '� �' �. COOLER 7 a GA7E•`` ` 735 JOHN FITCH BOULEVARD �� 73x2 EXIST. EDGE PVMT `moo . ` \ '''•�•• \:'``' `'``�. '`' � `� R. ...`` ; N/F . . (TYP) , • ,; • G \` h: \'"' "• `.: ' \\ X ALFONSO J. & SHIRLEY L. PASSERI O WNERSHIP OF 3 0JTyp) ;, '" . ` \' `' ... `k v� \\ AREA= 30, 488 S.F. STRIP IS UNCLEAR. ''`� '� ';o \\ '74 �' OR 0.70 ACRE SEE AGREEMENT FOUND IN f'i ` : ., \ £ VOLUME 69 PAGE 22 (SWLR)%'` =3 00 S.F AREA OR 0.07 ACRE h \` , , \L t4NIF t ! x JOSEPH KIZIS �`.: �;; :' Exs l<to•. .�i. \\ EXISnN \ i �, \' .. (iH CN L• BCYAffl ;`"`:. \ ` • 0_B CP SPA' E ^ i i` `� \ k `' .ti• c \ 4 00 : ;r I 1 \ 50' !LOlNG Ll. E I STRIP IS ENCUMBERED •' ?y \ \\ ! i� 1 ExlsnNc eoar • � ��� "�, j � DISPLAY AREA BY A RIGHT OF WAY. %'''.�' 2 TERMINATE ELECTRIC, SANITARY, GAS, & WATER LATERALS ,' ;: \''''.., ` ,.., . �Z\ \\ \I \\ ,��> 20' 27 27 f 3 18, ",\ \ \\ 20' 1 20' 1 1 " 8' A I - ` 72 6. WARRANTEE DEED FROM NICHOLAS & ASSUNTA F. VICENZO TO 729 JOHN FITCH BOULEVARD, LLC VOLUME 1656 PAGE 117 NOTES: 1. Parcel does not lie within 100-year flood zone per Flood Insurance Rate Map Town Of South Windsor, Connecticut Community Panel No. 090036 0009D revised 2-23-2001. 2. Parcel does not lie within inland wetlands per Town Of South Windsor Wetlands Map Dated January 19, 2000 as found in the The Town Of South Windsor's Town Clerk Office. CONC. 3. Bearings are based on Map References #1 & 2. PAD a? 4. Parcels may be subject to an undescribed telephone easement - -I�o Volume 14 Page 238 (SWLR). N N/F Arne H. & 5. Abandon sanitary, gas, water and electric service to #729 John Steven Arne Fitch Boulevard, contractor to coordinate with utility companies. Dalene 6. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the �4 f ` respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be I considered as approximate in nature. Additionally, other such '; features may exist on the site, the existence of which are unknown 21 o SEE VOLUME 69 PAGE 20 (SWLR), COORDINATE W/ APPROPRIATE UTILITY COMPANIES ;:'.., `'; ` ' �;;/` ) \\ I `' VOLUME 69 PAGE 22 (SWLR)' - _. (PHASE 2) °:` `*,' ` ` \\ \\ :: 1.............� VOLUME 280 PAGE 338 (SWLR) / (f 4' WIDE WOODED PLATFORM (DOCK,1 _.._ i�� ...._.. 20 A=90°00'00" `~ -',,' `: o EXIS77NG BOAT F< ' R_25.00 J " �. I O 18' DISPLAY AREA 20' 18' 1 l L-39.27' 111 1 v ERADICATE EXIST. LINE STRIPING 7 8 `�'" I \ ` % & RESTRIPE PER SITE PLAN 73 ; `'-' �',:, I ` \ �� V ; i j \� 1 EXIST. EDGE PVMT _ I \\ \ \\ f i I I\ BIT. () (PHASE 2) �'� %� '` �` \/`.`% F, cY:.I:STN'cl C;iSTO;v'�:R r^AC'c.S, t \ \ 1 , i \ / , „ V / _ \�' `� �/�I9.84'�' \/ N27 42 00 E- - .............. S27°08' 08" W 2 108 03 " W ♦ /_ ._ _ - - - _............ - S ..••--• _.... _.._------_ SEE DETAIL #�' ` ' 42 W° � � 2 1`To Conn. Hw 241.02 I:%27 Mon. HeIdy. EXIST. EDGE PVMT �� � 7 NG CUS MER SP��CES (�) j eir. ` ` SA%V-CUT\f_XISTINq \ �\ \\ EXIST. SIGN PROX LOCATION PAVEMENT (PHASE \�t REMOVE � ERADII J R StTE. LSE STRI \ING & & PLANTER ... Ap G� `.EASEMENT �WNE AS MENTIONED IN \ ( } \\ ` RtSTRIP \ `� (PHASE 2) F SAN MH �.. '�. VOLUME 1,02 PAGE 471 \\ O •�. � � EXIST. CB TF=72.26' EXIST. CURBING & `../ \ 1) TF= 74.1 FL=49.16' PAVEMENT TO BE REMOVED /�„ \ II FL=6ZO - - BIT. - - - - - - - - - PER SITE PLAN (PHASE 2)---------- - --\-,-----_ \`;=-.-�=A------------ ____________________________ _--------- - = i10 / - - �' TO THE B OF MY KNOWLEDGE AND BELIEF THIS W W W W W W �' W W �,,/ W - - W MAP /S S BS�TANRALLY CORRECT CIS NOTED HEREON. W W -W W W W W W W W - - - - - - '', ,4,as$e o1:1 f-C'ONIV r: _� . W q g9gs C O N ��� ®�1e t. • ...... q`s.. -74 yt* O /os" �'j eA��.•, tip{ G'< � EXIST. CURBING & °�`� ` �• s PAVEMENT TO BE REMOVED'' ` John Fitch Boulevard Rte. 5 - PER SITE PLAN (PHASE 2) ' 5u2 s 1G665 a S?• 4•« ' � O //1 ew •:;,`?C` •' (IC b<G`•'�,''' tip.+" der q /C E N 8 r1.....e.. to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. REV. 10-06-06 APPROVAL CONDITIONS REV. 9-14-06 PHASE 2 DEMO REV. 8-11-06 TOWN STAFF COMMENTS Existing Conditions/Demolition Plan Prepared For A & ►S Boats, Inc. 729/735 John Fitch Boulevard South Windsor, Connecticut Assessor's Map 46 Lot 27 & 28 Zone: GC J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers BY I SCALE RS 1 "=20' 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 DATE SHEET CHECKED NO. 6-08-06 2 of 5 1 JRR 1 2005-098 N/F 701 JOHN FITCH BOULEVARD ASSOCIATES, LLC 74'\1 3 0 LO 0 0 to 0 M 06 Q 00 t3A 0 0 0 N 16 0 O '0 ca 5' --�. 72r 24 68 PINE PINE 11,70 OAK",^vSj O FJr NIF -�, ' �,`•` Arne H. & Steven Arne ~t `_ N t Dalene EXIST CHAY4 L/NK \ EXIST. BRUSH �i -- _'� , I ,AIP- (TYP) "�,_ _ �`� � \ � it � •"�' •� � `'`�._ �'.._, `"�_. /J � , err � t �• EX13771VG BOAT �/- -- J `- _ • 1I: STORAGE AREA Ll I \ \ SILT FENCE (TYP) -�; EXISvNNG STORAGE AREA TO 69 4 \ `, REMAIN A5 PERVIOUS MATERIA/_PV.P \ 1 GRA kE(. (' " ` r EXISTING BOA l I Y Ili STORAGE AREACL AVM AREA Tn t 40", PROVIDE ACCESS`TO�EMPLOYEE AND DEFERRED PARKING i 71xr N/F 729 JOHN FITCH BOULEVARD, LLC + -- -6912 - - - - VOLUME 1656 PAGE 117 AREA= 75, 698 S.F. 2� 20' --" OR 1.74 ACRES ARROW DRYWELL AC-D-750 t OR EQUAL ( z - TF=71.80 FL=69.71 a BOT. El EV.=67.63 _ - _ a' 80'x2O' CONC. 5u ; w PAD - , _15'-V PVC -SDR-35 ` p "FLOOR DRAIN DISCHARGE a. S=1.0% W RELOCATED HOOP HOUSE - r- EXJST. EDGE GRAVEL ` -_- - (TY71) .\ 1 OAn As V OAK 72" iG r! GRAVEL r.• _ _ _ - 74 ,' EXISTING "OAT. _�\. Ki3,:� Old. <-,,a �" STORAGE 4REA 1000 GAL. OIL/SAND N _ ' -- - ---------7-- SEPARATOR 0) PROP. TF=72.50 CONC. FL=70.81 IN ', EXIST. EDGE Pw; FL=70.56 OUT PAD O r;T. i NOTES: 1. Parcel does not lie within 100-year flood zone per Flood Insurance Rate Map Town Of South Windsor, Connecticut Community Panel No. 090036 0009D revised 2-23-2001. 2. Parcel does not lie within inland wetlands per Town Of South Windsor Wetlands Map Dated January 19, 2000 as found in the The Town. Of South Windsor's Town Clerk Office. 3. Bearings are based on Map References #1 & 2. 4. Parcels may be subject to an undescribed telephone easement - Volume 14 Page 238 (SWLR). 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. Soil erosion and sediment control contact person: Mark Passeri, 528- 8682. 7. Foundation dimensions as shown are fro site design purposes only. Foundation contractor will use Architectural Plans for layout and construction of the building(s) foundation. 8. Construction shall conform to the Town of South Windsor Public Improvement Specifications. 9. Variance granted by the Town of South Windosr ZBA on June 2, 2005 to allow 36.3% building coverage and 99f % impervious coverage, see Vol. 1726 Pg. 244 (SWLR). Arne H. & 6 rk REDIRECT EXIST. BUILDII Steven Arne GRA ✓EL TA \."I.I '1A1 ,. An AT 9, &I Dalene lu f+ W r umr ZI]A 11VN - MIN. SLOPEt-�2.0% 20 1-6" PV-.R.00F. -UAIDER- DISC-H-ARGE-'-* - fFEXIST EDGE PI//L7- W , OVERFLOW AT EDGE OF BLDG. BIT. , ""'-' --------------. (, YPj APPROX. L OCA PON OF EDGE 0�.. _ __ _ .._70'- _. _---• x� i - EXIST SEPTIC SYSTEM�ATIEMENT TO BE ABANDONED 7I 2.51 70x3 10' F_ IT I ! l I t + I I I 72. 1 g %_ a 0_1_11 south U/i U&ot i U _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4�YOsot.cp0`'� AREA CODE 860 / 644-2511 November 21, 2006 Tim Coon J. R. Russo & Associates 1 Shoham Road East Windsor, CT 06088 Re: A & S Boats, 729/735 John Fitch Blvd. South Windsor, CI' Dear Mr. Coon: The South Windsor Water Pollution Control Authority, at its regular meeting of November 8, 2006, gave final approval to the application for a connection to the Town's sewerage system for the A&S Boats located at 729/735 John Fitch Blvd., South Windsor, Cr as more specifically shown on plans entitled "A&S Boats, Inc., 729/735 John Fitch Boulevard, South Windsor, Connecticut", Prepared by J.R. Russo & Associates, East Windsor; CT; Job No. 2005-098, Sheet No.: 3 of 5 "Phase 1 Site Plan, Dated 6108106, with revision dates of 8/11/06 and 10110106, also Sheet No.: 5 of 5 "Detail Sheet", dated 6108106, with revision dates of 8111106 and 10/10/06; and subject to the following conditions: 1. The force main going under the building needs to be placed through a sleeve. 2. And external outlet and CUP power disconnect must be supplied for the use of an emergency generator in the event of a power outage in accordance with all appropriate codes. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the ",r;»ew„•.,g,,;Wfn-n,�GOn 0ffhe T0"m-t�a,�f- --- as i------- ----- ntial conformance with the design plan previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 4. The sewer connection charge for the .7 developed acres will be $3,214.00. This approval letter must be superimposed on the food approval plans. Very truly yours, J seph J. Carino, Chairman Water Pollution Control Authority. JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector �5' ftrEAR LINE I GOOF' = - e VERH:ANS,, �ADWr' 7(JCK�nrl� t. 0 y O m m 70 / I / I - GRA VF.J_ \ 1 I , \ EXIS7: E ' 72 ` -rf CONC. l PAO I N/F Arne H. & Steven Arne EXIST. CHAIN LINT ; TYP, �,i\,�• ,� JV/-F Dalene , ALFONSO J & SHIRLEY L. PASSERI ' f PROPOSED BOAT CONNECT TO EXIST SMH : `' •...;';'!` '" ` ' :. , \ �\ /' f `' %� �4 1 ,�\''' ,74- 'tr`'•. l'• AREA=30,488 S.F. DISPLAY AREA N F FL=70.3 (FM) �' ` \`' 1F :;`; % ! �� �� :; �.: >!'� \ OR 0.70 ACRE LEGEND: :\ r\..•.:\ ,, \ '` \ '�y!a` ,r:• .:, j.\ \: F70.1 (GRA)JOSEPH KIZIS -0- U77LITY POLE ..: �* * ` �`,.:,. /: y i°'•., x 0 WATER GATE 9 GAS GATE PARKING SCHEDULE 1`;!`; \\'••:,.`\.�'. \\ r. 'k � t ' ' /< h \\ \ PROP. CA TCHBA SIN y. .:: '` • ' / .. / , �? s; trdr 729 735 John Fitch Boulevard :\, D ;; 2 �f(3H CN, SITE 'r4 t7 ,:' ` \\ H CP SPA. - / O PROP. STORM MANHOLE`* 1 ❑ EXISTING CATCH BASIN ..:r : ; \ `•. `.�� / ` / /'' 0 SIGN Parking Required \, , .�; \� r t 50' DING Ll, E� \ I` / � ! j Retail: 1 space per 200 s,f. of GFA ✓,` ' `' �' �''� " ( ' L:Y�;;n'G E3JAt' \ '\' \ / �'� , , �� �! ,, 27' L,7' DISPLAY AIc'EA 2t/, -¢- HYDRANT 6,184 s.f. - 200 = 30.9 spaces i�>:; ��\\�'\ �r2 \\ 8' �� 2C' i 6 1 2r� 2C� - E- U.G. ELEC. LINE Warehouse: 1 space per 1,250 s.f. \ \ '`. '\ ,: L V - c- U.G. GAS LINE - _ \ : / 4,876 s.f. 1,250 3.9 `4� \ \\ i - w- U.G. WATER LINE Total Required = 35 spaces <` '::' \' \ `;1 \� inn - - -.... _ .... _. ff -- PROP. STORM SEWER q p \x" I IS77NG STORM SEWER t \ ` \\ 4' INif;E >...... PL.a TFOi\ vl (DOC;Q EX Parking Provided � \\ \\ i - 20' ) EXISTING SANITARY SEWER 1 - 15'x2O' Handicap spaces ® #735 John Fitch Blvd. ` ' \ ' + t�' T ' ./' ! EXISTING CONTOUR - �' G \� EE. \7S inG BOAT , z� 16 t 5 10'x20' Customer spaces ® #729 John Fitch Blvd.* . / Q DJSP , R 20 1 f ;I PROP. CONTOUR 5 - 10'X20' Employee spaces ®#729 John Fitch Blvd.* �' / ;` `� \ \' 1 1 `�`\ 18 27' 2 L' ;12 `A ` 7' r , , 2 7' 27' ti l 27 , \, 25exo EXIS77NG SPOT GRADE 24 - 10 x20 Deferred Spaces ® #729 John Fitch Blvd._*_ 7 8( ` '� ' / ` ' \ 1 A / (\ , /, C /; m \ �\ i , \ / ��� ( �� EXIST rclaF P1,1 T 2 PROP. SPOT GRADE 35 Total Spaces Available ! 73 ; ; \; ; E t V >; 1 , , , i ` i 1 ,Tyi1 O EXISTING LP. f .` ' % '`� } ",' 1 ` \\ ! 1 , %- t El MONUMENT *(per section 13.2 of zoning regulations) !% `�•��; `,'y , P EX.r.3iNG CU.ST0,1VIR ...SPACE1 c `" \ �� , STAKED HAYBALES OR SILT FENCE ! �,/ ;'� 1 \ � \ \ \ `` , ._ ......_._ _ _. ........ - --......... _ - - ....... _._ _ _..... j� `•\. ` ? \ £, t \\\\ EXIST. EDGE FIVY I \ ` I \ \ ` \ \ 7 E;i,S. NG CUS7�d4ER SPACES \ �� TYP� Il t EXJST SIGN !1 L3JT. ` II \\ \ I L�0(�A�'i(��I it & PLAn'TER APF ROk , . 1, 1 \ \\ \ OF S N r iH - 7 2 -'26 .1 � c. jl EX,'ST. TF f BJ T. r( 1` TO D �, • ' ......-----.------- �ri -- \J �/ �,.:c....._ ». ;� _. �; - 1N%:� - `�, t ... ,\ _._ ;,J 4'_ �J ��7 i ;T - 1�1 MAP 1S �UBSTAN aLLYNCORRECT AS N07FD HEREON. \ J - ....- \I - fin' 1J ;attit.t!ta:,,rr: Q a _ ....... s �! ... •'c - ----74 c ti\Y ° DE RRED PARKI G 3x4 AREA 27' 27' ::x .... %-.W- y 46 -6" P C SDR-35 73xo DEFER RED P RKIN S=1.0% AREA 27' 27 27' ---C-1 ».......-_ __ IST >73x9 ..................... X -- .....-..._..:.. M - ... 7 COOLER :', 73x2 EXIST: IcVGE PW1, I' GRAPHIC SCALE 20 40 80 John 'ic�. 6'oulc`va>r-,Rte. 5 • y,: �, Ic ENS N ( IN FEET } '`�F��' ' • • �� 1 inch = 20 ft. '�a•aSrcNAr t�,.��"\�w �40MN jt'`� 7� opvsouth ?d& 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 '•''�SOA•G��� TELEPHONE (860) 644.2511 CERTIFIED MATT, 70041160 00021060 4251 August I-/, 2VU6 A & S Boats, Inc. 735 John Fitch Boulevard South Windsor, CT 06074 Dear Sir. Re: Appi #06-37P, A & S Boats, Inc. Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on August 15, 2006 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 3,000 sf addition 729 and 735 John Fitch Boulevard, GC zone as shown on plans prepared by J.R. Russo & Associates, Job No 2005-098 and dated June 8, 2006, as revised This approval does not include any additional outdoor storage and/or display of boats and is subject to the following modifications: r. rnor to commencement or 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. A landscape plan must be pursued on the island in the State ROW. This landscape plan should return to Town Staff for approval. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 7. The building street number must be included on the final plan. S. Pavement markings must be maintained in good condition throughout the site drives and parting areas. 9. All freestanding signs and/or building signs require the issuance of a sign permit before they are erected. 10. Site lighting must be brought into conformance with current zoning requirements for full cutoff light fixtures, including all spotlights. 11. Existing or future external dumpsters must be placed on a concrete pad and screened. 12. Engineering comments dated August 9, 2006 must be addressed to the satisfaction of the Town Engineer. 13. The applicant shall not add any additional display areas or storage areas without further approval from this Commission. Black and white transparent mylar of Sheet #3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans), must be submitted to this Commission within 30 days to be stamped and signed. 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-pl-afg, a copy df the receipt must be subitiiffed fo the Planning Department. Sincerely, AaUi, Planning and Zoning Commission PK/pmm Enclosure cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal J. R. Russo & Associates, I Shoham Road, East Windsor, Cr 06088 ATA BLOCK_ (735 John Fitch Blvd. Zone - GC Lot Area - 30,488 s.f. 50' Building Line 10' Side Line 15' Rear Line Max. Building Coverage Allowed - 36.3% (See Note 9) Exist. Building Coverage - 26.7f% Prop. Building Coverage - 36.3t% Max. Impervious Coverage Allowed - 99f%(See Note 9) Exist. Impervious Coverage - 95.0f % Prop. Impervious Coverage - 97.8t% DATA BLOCK (729 John Fitch Blvd.) Zone - GC Lot Area - 75,698 s.f. 50' Building Line 10' Side Line 15' Rear Line Max. Building Coverage Allowed - 30% Exist. Building Coverage - 4.3f% Prop. Building Coverage - 4.3% Max. Impervious Coverage Allowed - 65% Exist. Impervious Coverage - 47.5f% Prop. Impervious Coverage - 51.0% COMBINED LOT IMPERVIOUS COVERAGE = 64.4% REV. 12-06-06 APPROVAL CONDITIONS REV. 10-10-06 PUMP STATION P17\/ R-11-(1F TrMAIM CTAP*r7 rY)KAAAI=NITC O 3 00 0) O M O 0 N N co O m C0 rn O LO O 0 6 CD 0 to L N/F 701 JOHN FITCH BOULEVARD ASSOCIATES, LLC 74'�\ 72 zz + ,�3 _` ` _ �,� �� 2 r„ �� ; PARKING SCHEDULE 1. Parcel does not lie within 100-year flood zone per Flood Insurance B1RG' �` - a•�.R S, 'tJ`' J,;� ; 4„ Pr%rr- �68 J- `l Connecticut Community Panel No. _ .� , - `"�-c✓ Rate Map Town Of South Windsor, y OnK�/'t fir' ` u `` "`' ~�� ��rt ' ' 70 , ��729/735 John Fitch Boulevard 090036 0009D revised 2-23-2001. `-� ��}�� N/F � ` Parking Required 2. Parcel does not lie within inland wetlands per Town Of South �,_ - •- _• �'��L " t (t Retail: 1 space per 200 s.f. of GFA Windsor Wetlands Map Dated January 19, 2000 as found in the The �7'``- '-�_ 9"� �•t Arne H. &Steven Arne _ __` -`_j--___�, j•.t �:,1 % l 6,2184 s.f. - 2.00 = 30.9 spaces Town Of South Windsors Town Clerk Office. _ EXIST BRr.ISH } -`-' `_� Dalene „ Ex%ST Ci•HA!N LlNiC Warehouse: 1 space per 1,250 s. f. 4,876 s.f. 1,250 3.9 3. Bearings are based on Map References #1 & 2. *4 a-- _•_____ '` > Total Required = 35 spaces .r ;IM, l Parking Provided 4 Volumes 14 Page 238 may be I(SWLg) to an undescribed telephone easement - { 1 - 15 x20 Handicap spaces #735 John Fitch Blvd. - • � � 5 - iQ x20 Customer spaces ®#729 John Fitch Blvd. 5. Underground utility, structure and facility locations noted hereon STORAGE AREA i -^ + _ _ ... _ ._. _ ._ - - - \ : r - ,_ ` - ' - - 5 - 10 X20 Em log ee spaces ® 729 John Fitch Blvd.* have been compiled, in art, from record mapping supplied b the P .Y P # P P PP g PP Y 26 - 10'x20' Deferred Spaces ®#729 John Fitch Blvd.* respective utility companies or governmental agencies, from parole 37 Total Spaces Available testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such *(per section 13.2 of zoning regulations) features may exist on the site, the existence of which are ``,, unknown to J.R. Russo & Associates. The size, location and vl ��� existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call ssxs {;� `+ Before You Dig 1-800-922-4455. ec \ 6. Soil erosion and sediment control contact person: Mark Passeri, EXIS nNG STORAGE AREA TO 6s 4 i 528-8682. - �- REMAIN A's PERVIOUS MATERIAL 1 ...... - ........ -- 7. Foundation dimensions as shown are fro site design purposes only. CRA V771.( Foundation contractor will use Architectural Plans for layout and construction of the building(s) foundation. %r• xr�rrdr_�n ; _ _.>� \_ I N �f� `-� `j._. 8. Construction shall conform to the Town of South Windsor Public S70RAGE AREA I ; Q �'' �`� Improvement Specifications. 0. 9. Variance granted by the Town of South Windosr ZBA on June 2, 2005 to allow 36.3% building coverage and 99t% impervious coverage, see Vol. 1726 Pg. 244 (SWLR). I 729 JOHN FITCH BOULEVARD, LLC I t - -69X2 - VOLUME 1656 PAGE 117 AREA= 75, 698 ` =_ OR 1.74 ACRES �7a Arne H. & Steven Arne Gk.A`>•ECZ { w Dalene CL` _..__�--... _ .__ _._ �.. - ._. � .. _ Sl l: EXIST. EUCE {TYP) \\ ••-•---______ .._.._..._ _ - EXIST. EDCE G4'AbEL ._._•____._._.-. _ �; --- (Yi) \ \ -'7o c '- _ � _ __iy 1 APPROX. COX. I OCA TION 0_ F 70 T � , __,.` .`�,_" __-- -' '. ' _ _ ._ .._ ... -- -- • _-.._ Y. -� � �� Errs, 3E, rrc s rs •.. _ i '�2 � s � ABANDONED .__ ...._ ..... i � ;?l _ 1 } orcA b'I , ~[%2.5 Ea 70x3- "`� \ r 1$' +r 5 ' I / \ ;`\ . -. �5'-fftAR LINE / GRA OR. OA%t ns 74 OAK Gj S £:CIS rlNc: `�CIA'I' -_/ .._.., I STORAGE l4REA -- �� _ 73.0 73.0 / ' t+ - 1. � ^'' �I .:nJ. / f %J•:1i'�' J �J f, J /.•, / �i'l�{rf.•• ,: i '� ! / _ \ : ,r , r { f %' ffi 1Jf•• • ' rJi t7 (_ / _ iJ ,;: � f�, . ; jf � 1,'1nt:F•J`r,/11�f•I ,. ii0, .. r( AK , _� ~" f` ?j /'f/,, f;,zfJ1: : //. l f�; fi //f/J ffy, i - I- , r.� -- - •- - _-_.-- i,.'..r/'.f,i/�/f!�,tf,� I OVER •4i� 5, 11" ' r`' _ -- , , 1 ,ri/ //// {•♦fpi r;/ /r , �' CiCrJ t _ ' _ _ L :• J GJ'��f11 f lflfffi 31 ] ( I \ I �• 7Cri! L?i ;AK "`� INSTALL PRIVACY SLATS „Y f ; /' ;J , \_I - _ _ _ n�. s ' !' %r'>% �%i jtirJ'!, ,fi•1.i it J !,..,� ir3•: r C �rNG DOCK -'_ r`1 ._._._. r .rlf:� f/� % %1fi hl J�% rr.>•;' fi I , � G", .>L q�\\\ ON EXIST GATEYl../�.�;/. o EXI T E DGE PVN r ;yf:::./; �f rs/';r:l;:%/,f ji/i!a':<:f/:°c: •1r"%! :?%%% _. _ `:.' \l` f' IS i ,rr.<s :/:,/,•rr• /%. 1.,,../%/ir•., _ _ _ •- +'• `•: f' y irfl/l ��-J�' J /%.. ) .j%;+iC/, �Sjy:� /Ji !J• i%J •- •' �''•w % ♦ram' �., O `�_ l :'; ;//! ,•+,%: % �1�<� ' ..: ..: %'% % fry \__ <^ r•.'fiJ%♦,//�l.r/,'G..,r�.�::i•::.,,rl:::J:'yl.•' rl'• ` 40 CHAIN LINK !:� /�;.:.:, ( \ ! , i .., ''� r • m , - �� "�•__ / • .- c/f/ffril••%r:;rr % rr. •r �n il:''/• J.Y/�l� •% ,l FENCE i. , ^ yYi.•:/i/'•y%fs,�;S':,a! i �./, ! .. r• ! "•/flff,�J,: 72 ` `"`__ / . Vic. ,..!: iyi..1J/:r%lF:',� f: •� /. �r�/��/ i y . `�•. Y• Jr/'•. v;il:7r^1J///v,;.::,:fr/// /;/ ♦ 1,.: r,r!• iJ.lrl �. `^__ �•_ / ;::;:'{:!;'+/.i'•.r �i;.y :, ':,/•.''/!Ff%1..;1 l.�i; !:•r%{i.,• f .,r•:y y!.!�.;;:;:.'/lr'i, i�i!�7i:1;/, rf�'!�rr..4 ,�y; ;fJy%y Yf / : 1 G' I '\ '`\ ! /` \ •�� / ::,r%r / .,/1.,.•/jf: r/%1/fi •1�:•.T:.+ J,% /frn;r(, , rJJ, 73x0 �5'•`J% r , ;/ j/J.,.t;. c;:•':% ;>, ;!;fi/• rr:.:/:::! } f yl W N l ' DEFERRED ARKI G © DEFE REDPARKING t•`'•!'j�%f{;��:!'.ii:i.i.ri.f/i,f:;r:f:y.,.�„;,<z'•sf.,:/:<;;.'r,:',:�%•j;..•'G::r%,<�,f%.j,, j"r,ii,i:,yg;l,,f :,rr/,;%':•�i:,:yr�!�f>/%:;�,%�,%,#�/; :>y<-f,;;,/ {>!r,1�.,;':v;.:;'•.rJ!`r,:>f�.f'r./;:';:;f,�/Jrr//�/'rr,'..%/J:/,::�/.:,�r,��r,,',�f, ,•'.% . II 72.8 1.�� ��:%r .:,�.•�1. �/Y ��/ /:\ N. ` t r ARE x4 ARE .✓:.yy,J f%:F♦/`<;�<, s!�: <,.1/f::.,/;.y<v •;�+i;�t,;�•�,J!f,:��.�; i / •:/., f 1� ;%�rrri 5,�<,f,•'. �J.�{r;..y .•:.,/ rr,Y•!•;.6r�•;/ :�f/ rJ.�'. � � ,• \ \ \ ••'� `�� .. �I rI !.//:4�f'y ;��;;f '.� ;{ �f,• �% • :/14:•r,//r� r.�r � r .✓t 1.,1r I � 1_ N �/fr�rir.• l ;!/::/•r:•/:l�J .,� �: J :yyfJJ., %• •/%/ '!� _ _ � t ` ,,�. ..ti' :� ``��__ ! / s-••--- /,/fir/r:./r{f:�pt,'<•% ..:}:•r.,r.rf; _ - - \ Cn �i:.,.,/ /,„l:•/,J./„/:,fj; f J.i�i:/ r��;J�rl J� %�, _ - - - ._.... � - •�_I / y%r'`<>::.: /`/,'': ;':,:•.<,',/,%j7:.f/,.'v' �� ri/.,• 7 ?_,�" { `•. .././ ...... % CONC. i 73x0 \ �� %3. /�.-%\/ \`:'\/"•.. :'`./I 7t)�'i :'\/ '`\)77e? ``\ ./ •.�\.:\ /\/ /r`'' \.\ .%''•:.'r �' Pon �F „ _ ... GA NIF , x ...---•--- F- ,< - �. -• ....: _.._. ........_.x... ........ , EGA r�. \ ...: �•.. ., ;: �\ '•,, f� \ , ,: \ ``.:. r •" ::'\ , c __ .._.... � �.,,�..�..:�.�,�_ � � -■- .� . \ \ ,;•` '';;:'.<� .,,/, � ,:'`•` �/``E"X..rS;lNC 13UlLU!%rG mil'' \ :`� • `• . .._... ....... \ '' \ \ f7.J JOHN F`iTCH 80c1_EVi?rcD.. Arne H. 8C PROP. BITUMINOUS PAVEMENT >•.. /,... `y ivcE PVC, r \ : = r `; / ` !< h '% % i�4� �•f\�` •../f, i\ ` Steven Arne 7.3x2rrF) �� ,..`\� :,..� 4\ \ NIA, J: /f Dalene E/,rs r. CHAIN INK 18 LFONSO ASSER f- NCF !TYP) - PROPOSED BOAT \ �\ �\ 4,%.,,` :.;' ' f A J. & SHIRLEY L. P I / ` ;<.• `✓ J, `74 DISPLAY AREA 6 BIT. LIP 1 \ ,,-a �74 ':�'''.,y\Y% AREA=30,488 S.F. \`• r\ �` NSF' CURB 20' \ \ G� a`\ : u`� �, L \ OR 0.70 ACRE JOSEPH KIZIS \ `\ `� '�• `\.,.;r\,?� y ��:,\ :' \ LEGEND: t \ \``•:r�2a \`` . \. 5'•.f'`� 1. %`�. - PROPOSED BOAT 20' \ o UTILITY POLE DISPLAY AREA 20 c WATER GATE \ A 30' ;" O / m GAS GATE \ i \ >> PROP. CATCHBASIN ti\ \ ExrSPAC O PROP. STORM MANHOLE + - F % \ ) 50, E DING L. ❑ EXISTING CATCH BASIN \ \\ \ r ! EYr;TiNG BOAT SIGN \\\� \ I :0'kf 2C'' 97' 2; '18Di5PrA 4RE?0' 2.0' 20' -c�- HYDRANT \ 74x2 - E- U.G. ELEC. LINE 26 EVERGREEN AZALEA � ` �•; - - G - U. G. GAS LINE 4' O.C. 3 GAL. 27' 27' 27' 27' 1 -• - - W - U. G WATER LINE `\ -_ _ - ...-----0 - Z • 20' 4' W,'LE WOODED PLATFCRiv! (.J• K} f PROP. STORM SEWER EXIS77NG STORM SEWER f 0. 7 �' ` ` `\" r F / I EXISTING SANITARY SEWER 1-SUGAR MAPLE £ , :EXIS.IAY BOAT:.-- �r, ��� 1 g' i r - s56 EXIS77NG CONTOUR ; Ui ^'Ll4Y .1i?EA r \ E (ACER SACCHARUM) 1 74.1 \ t 16 2,' 2'I' 27r ! i �7 27 , \ \ - 22= PROP. CONTOUR » » 7 6- - I ` 1 ` 3 -3.5 CAL., B&B / -I 5 \ � � � \\ i -�.I I' i r ` 1 \,i I \,/ i.X,'sT. E;aGI: P1',v,T 266xo EXIS77NG SPOT GRADE r 1 /Tyo) 2 66.0 PROP. SPOT GRADE O EXIS77NG 1. P. o EXISTING MONUMENT i1 I \`, ` �, \�/ \\/ \�% V \� �/ - - - -- STAKED HAYBALES OR SILT FENCE \ ____ - ..._...- _. _.... I► TACK . - - - ...... - - _... _ PAVEMENT & T 11 I ' SAW EXIST EDGE Py4t4T l ` 15-FOUNTAIN GRASS COAT DGES PRIOR TO ~ `� i� n ! INSTALLATION OF NEW /TYP) - 11 (PENNISEIUM AL QPECUROIDES ` Ml , • ) \ \ EX.15T. SIGN 1l �� 4' O.C.,3 GAL. PAVEMENT (TYP) :Qc PLANTER APPr OX L0(;AT!O'`! �J It \� .it-1 r / 4 [N ^Aft ►I ♦r1f r: ---- OF `�, N ��In i-avk7mm MMI-1 r \ 6?' BIT UP : 7 2.26' fl (ACER SACCHARUM) , F1 5 cs TF! Il �'�. � � � C�1R8 ,.__. �i.-� c err. 3 -3.5 CAL., B&B ll ...... .... \ , \ TO THE BEST OF MY KNOKEDGE AND BELIEF 7HIS - ' - u/ ; ,�/ �; W ._._.. - ` \J - ;Yi `i 1,l ) \�l J MAP IS SUBSTANTIALLY CORRECT AS �, - ��/ ..___. -•-- \'J - �rl •- ;J � � � i° N0,7FDy�HEREON \yi _.... jil \�/ �( \�/ �,-_........ j _ ._. _ f` ................... �/` _.. ._.__ / by0+°4Qf G..... I . rr 1 .,h ••• ••> `fir, GRAPHIC SCALE _ 74 �'- ,� �� 20 0 10 20 40 80 7: ., • ! g x, ? F JoL?'i. T'2tC�L O'I,I,Zeva d l ate. J SAWCUT & REMOVE PAVEMENT EXTEND LANDSCAPED ISLAND Pvo.23552 .4'. ( IN FEET) � �c� C E�S •°.Crti:. 1 inch = 20 fL •�''�• d f�. >`I r'•;'' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 NOSOt �0 TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 1160 00021060 4763 November 17, 2006 Alfonso J. & Shirley L. Passed 729 John Fitch Boulevard South Windsor, CT 06074 Dear Mr. & Mrs. Passeri: Re: Appl 06-46P, A & S Boats, Inc. Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on November 14, 2006 to approve with modifications the above referenced application for a Site Plan of Development for outdoor display acid storage of boats. This approval is for a site plan modification for outdoor display on property located at 729n35 John Fitch Boulevard, GC zone as shown on plans prepared by J.R. Russo & Associates, Job No. 2005-098 dated 9/14/06, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. A Iandsu+pe bond in the amount of $2,0w is required and must be submitted prior to filing ofmylars. 3. All bonds must be in one of the forts described in the enclosed Bond Policy. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 6. The building street number must be included on the final plain. 7. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 8. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 9. Fire hydrant must be added to the front of the site. 10. Additional plantings of omamental grasses are to be added to the green area to the west of the parking area to provide screening of boats. Black and white transparent mylars of Sheet #3 & 4 with the above modifications, together with three blueprint copies of the entire set of plans (including landscaping plans) must be submitted to this Commission within .30 days to be stamped and signed. 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. Sincerely, Patnck �K,=.d;,eChairm� Planning and Zoning Commission PK/bmm cc. Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal ATA BLOCK (735 John Fitch Blvd. Zone - GC Lot Area - 30,488 s.f. 50' Building Line 10' Side Line 15' Rear Line Max. Building Coverage Allowed - 36.3% (See Note 9) Exist. Building Coverage - 36.3t% Prop. Building Coverage - 36.3f% Max, Impervious Coverage Allowed - 99f% (See Note 9) Exist. Impervious Coverage 97.8f% Prop. Impervious Coverage - 97.8t% DATA BLOCK (729 John Fitch Blvd.) Zone - GC Lot Area - 75,698 s.f. 50' Building Line 10' Side Line 15' Rear Line Max. Building Coverage Allowed - 30% Exist. Building Coverage - 4.3f% Prop. Building Coverage - 0% Max. Impervious Coverage Allowed - 65% Exist. Impervious Coverage - 51.0f% Prop. Impervious Coverage - 50.3% COMBINED LOT IMPERVIOUS COVERAGE = 63.7% REV. 12-06-06 CONDITIONS OF APPROVAL REV. 9-14-06 DISPLAY AREA AND CUSTOMER PARKING CD N 0 0) O 1 Lo O O CU O Go CD a 00 In O O fV i0 O O CU U CI ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. FLOW COMPACTED 100• BACKFILL— N�� W 0 BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I I 1 I L 1 3 1 LLLLLL B B LLLLL 1 O 1 LLLLLLLL LLLLLLL J A LLLLLL LLLLLLLLL LLLLLLL A I U_ i LL L LLLLLLLLL LLLL 1 1 L LLLLLLLLL LL 1 1 POINTS "A" SHOULD BE HIGHER THAN POINT "B" 1 1 1 1 ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT GEO TEXTILE SIL T FENCE (Gorl NOT TO SCALE 2" VENT PIPE MOUNTED ON EDGE OF BLDG. MIN. 8' HIGH �i FINISHED GRADE STANDARD FRAME & COVER Is 8" 12" MIN. BRICK LEVELING —�- 1 1 COVER COURSE (TYP.) j j 6" MI . ... 6" DIA. STATIC WATER LEVEL INLET 6" DIA. OUTLET SCH. SCH. 80 PVC Varies 80 PVC 42" MIN. SS PIPE EXTERIOR PROTECTIVE INTERIOR SUPPORT COATING PROTECTIVE STRAP i COATING 12 18 6" Min. 1 6" Min. 1 F 1/2" or e Crushed Stone Ston NOTES: All joints & pipe penetrations to be made watertight with non -shrink waterproof grout. No structural joints shall be allowed below inlet & outlet elevations. Provide 24 hour detention time. Minimum 1000 gallon capacity tank OIL/SAND SEPARA TOR DETAIL NOT TO SCALE INSTALL ROUND FRAME ® GRATE (NOT SHOWN) DR YWEL L DETAIL vvv " SUBGF NOTE: REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC, ANCHOR W/ STONE OR EARTH PILE. STONE _E FIL TER FABRIC SIL T RARR/ER AT TYPE "CL " CATCH BASIN NOT TO SCALE 2" RADIUS _ TACK COAT W/ ASPHALT EMULSION PRIOR TO PLACING CURB PAVEMENT PROCESSED STONE BITUMINOUS CONCRETE LIP CURBING NOT TO SCALE SET CROWN OF ROOTBALL AT LEVEL GRADE WITH HIGHEST POINT OF SAUCER 3" SHREDDED BARK MULCH COMPACTED PLANTING SOIL NOT TO COVER CROWN OF MIXTURE TO PREVENT BALL AT BASE OF PLANT STEM SETTLEMENT PLANTING SOIL MIXTURE 6" �. 1/2" DIA. CRUSHED STONE ADDED IN AREAS WITH POORLY DRAINED W, SOILS SHRUB PLANTING NOT TO SCALE SIMPLEX JUNCTI❑N REMOTE MOUNTED STRUCT. PLASTIC SIMPLEX CONTROL PANEL 1 1/2' C❑NDUIT FLANG EY CONDUIT SEAL (REQ'D BY OTHERS)� FIN. FL.=73.1 1 4.10' 1 1/2' C❑NDUIT REQ'D. INLET FITTING - (FIELD INSTALLED) (TYP OF 2) 108" FL IN=69.00 (TYP OF 2) 24FIBERGLASS REINF. POLYESTER RESIN, 1/4' MIN. WALL THICKNESS GELCOATED SURFACES TO SEAL FIBERS 120 PCF LOAD RATING AT S.F.2 GUIDE PLATE• BI-S� PUMP 'OFF' LEVEL• BOT. ELEV.=64.10 MODEL SGVF2022L 2HP GRINDER PUMP - DEPTH TO INVERT VARIES SEE" PROFILES 6'� IN I.D. + 2' 12" MIN. 12„ MIAN 12„ C, I,D,- ODU��.. �J0 U 0. J O n �1 U . :? L PROPOSED GRADE PAVEMENT SEC710N OR 4—LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS MATERIAL SHALL MEET CT -DOT M8.01-21 \_BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" CRUSHED STONE (CT -DOT M.02.01) STORM DRAIN TRENCH DE TA I L NOT TO SCALE 1 1/2" BIT. CONCRETE SURFACE COURSE CLASS If (M.04) 1 1/2" BIT. CONCRETE BINDER COURSE CLASS I (M.04) /- MIN. 4" PROCESSED AGGREGATE BASE (M.05.01) b. \_ EXISTING SUBBASE COMPACTED SUBGRADE BI TUMI NOIC1S CONCRETE PAVEMENT SECTION NOT TO SCALE 24' BASIN COVER, STRUCT, PLASTIC SST FASTENERS 'VALVE EXTENSI❑N HANDLE 1 RAIL M❑UNTING FLANGE 4.10' LIFT❑UT CHAIN, 1/4' 1 1/4' ANTI -SIPHON VALVE, PVC CIF REQ'DJ TOP H❑LDDOWN 1 1/4' RISER PIPE DISCHARGE LEVEL _._.----HIGH WATER 'AL.ARM' LEVEL 66.10 —BOTTOM H❑LDD❑WN RAILS, 1' PIPE: `PUMP '❑N' LEVEL 65.60 -1 1/4' DISCHARGE PIPE SWING CHECK VALVE & DISCONNECT ASS'Y DISCHARGE CASE CONCRETE ANTI-FL❑TATI❑N BASE REQUIRES 2 CU. FT, FOR EACH FOOT ❑F BASIN DEPTH CBY OTHERS) RUBBER "KOR-N-TEE" CONNECTOR W/ S.S. CLAMP AS MANUFACTURED BY NPC SYSTEMS, INC., MILFORD, N.H., OR APPROVED EQUAL 4.5" MIN. CORE BORED OPENING 1 1/2" FORCE MAIN 1 1 /2"X4" PVC ENLARGEMENT RECONSTRUCT CONCRETE OR BRICK MASONRY SELF-CLEANING INVERT W/ CHANNEL FOR DROP 3/8-16UNC (COVER BOLTS) ON 26 1/2 DIA, B.C. EQUALLY SPACED AS SHOWN CONTROL MOUNTING $RACKET, SST. SLIPSOCKET DISCHARGE FLANGE 1 1/4' - INSIDE BASIN 1 1/2' - ❑UTSIDE BASIN o o 1 1/4' BALL VALVE, PVC TRUE UNION, BLOCKED TYPE °D 0 ---ANTI-FL❑TATION COLLAR RAIL SUPPORT PUMP STATION SPECIFICATIONS: 1. PUMP - CRANE SUBMERSIBLE GRINDER PUMP MODEL SGVF20�22L, 2 HP, 240V, SINGLE PHASE, OR APPROVED EQUAL 2. STAINLESS STEEL GUIDE RAIL ASSEMBLY TO BE COMPATIBLE W/ PUMP. 3. LEVEL CONTROLS TO BE COMPATIBLE WITH PUMP. 4. SIMPLEX PUMP CONTROL PANEL - TO BE COMPATIBLE WITH PUMP WITH ALARM PACKAGE NEMA 4X, CONTACTOR, CIRCUIT BREAKER, HOA SWITCH, ALARM HORN & LIGHT, & LOCKABLE LATCH. 5. HIGH WATER AND PUMP FAILURE TO BE CONNECTED TO VISUAL AND AUDIO ALARMS. 6. MOTORS, CONDUIT, LIGHTS, BOXES, SWITCHES, CONTROLS, SHALL BE EXPLOSION PROOF WHEN LOCATED WITHIN THE PUMP CHAMBER BELOW THE ACCESS HATCH. 7. ALL ELECTRICAL WIRING SHALL CONFORM TO ALL STATE AND LOCAL REQUIREMENTS. 8. CONTROL PANEL TO BE INSTALLED WITHIN THE BUILDING. ALARM MUST BE POWERED BY SEPARATE ELECTRICAL CIRCUIT THAN THE PUMP. 9. ALL COMPONENTS SHALL BE COMPATIBLE AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 10. PUMP TO BE WIRED WITH EXTERNAL OUTLET AND CL&P POWER DISCONNECT FOR CONNECTION TO PORTABLE GENERATOR IN EVENT OF POWER FAILURE. 11. SUPPLIER INFORMATION: WATER & WASTE EQUIPMENT, ROCKY HILL, CONNECTICUT (860) 513-0111. PUMP S TA TION NOT TO SCALE -16UNC X 2 L.G. I❑R STUD REQ'D. EXISTING SANITARY MANHO _E SECTION FORCEMAIN TO EXISTING MANHOLE CONNECTION NOT TO SCALE LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 4� ° 1 1/2 D. PIPE a 1/2 C.D. PIPE d " 6"44N. ., SECTION APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE. -SAND BLANKET PIPE, AS SPECIFIED 4" BROKEN TRAPROCK FILTER FA3RIC (SEE NOTE) NOTE: ' 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6" MIN. NECESSARY PG. M-46 [I ` 2.FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 1' 2'-6" 0,5 TO 01 SEC" AND AOS OF 0.43 mm TO 0,22mm AND SHALL PIPE - IN GROUND 1iNTER MEET AASHTO M288-96 SA N/ TA R Y SEINER TRENCH DE 1 "A /L NOT TO SCALE GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION UNLESS OTHERWISE NOTED. Fda. 552 ` W m�®'� •' ��� N v�G-o• •;Cdtrti 'Filf6lC9�.S71`�5i4b REV. 12-06-06 APPROVAL CONDITIONS REV. 10-10-06 PUMP STATION REV. 8-11-06 TOWN STAFF COMMENTS Detail Sheet Prepared For A & S B o ats, Inc. 729/735 John Fitch Boulevard South Windsor, Connecticut Assessor's Map 46 Lot 27 & 28 Zone: GC J.R. RUSSO & ASSOCIATES Land Surveyors & ProfesEional Engineers -",:'......:...� 1 SHOHAM ROAD EAST WINDSOR, CCNNEC-nCUT 06088 (860) 62 3-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKED NO. RLS/TAC N.T.S. 6-08-06 5 OF 5 JRR 2005-098