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HomeMy WebLinkAbout1451 JOHN FITCH BLVD LAkl:t43E FORMATS y Proposed PARI(ING SCHEDULE SITE DATA LOT CORNER OOORDINATES Parking required: Zone - I Office - 1 space f 125 S.F. Site area - 6. 14Ac. Site is located ina Flood Hazard Zane Panel No. 090036 006 B. SYMBOL SOIL TYPE PT# North East 1372 S.F. X 1 space spaces Min. lot area - 20,000 S.F. Site is located in Inland/Wetlands. # SsA Sudbury fine sandy loam, 0 to 3 percent slopes 125 S.F. Min. lot. frontage - 100' Elevations are based on M. D. C. Datum ScA Scantic silt loam, 0 to 3 percent slopes 11in. lot depth - 150` Te Terrace escarpments, sand and clay l 369213.23 640367.41 1 handicap space per 25 parking spaces 35' BL , WvA Windsor loam fine sand, 0 to 3 2 369269.69T 640075.55 12 s aces .X 1 handic l handicap space Coordinates based on C.G.S. Datum y percent slopes p � _ � p 25 P.L WvB Windsor loamy ine sand, 3 to 8 percent slopes 3 369356.65 640102. 76 25 spaces 10' SL All proposed drives, parking areas , and storm drainage are to be constructed to 4 369672. 77 640208. 18 WvC Windsor loamy fine sand, 8 to 15 percent slopes g g 5 369424.20 640799.26 Total spaces required ll parking spaces Exist. building coverage - 1.5 % Town of South Windsor specifications. Exist. pavement coverage - 13.0 Contractor to strip and stockpile topsoil in areas to be disturbed by construction, Ma Made Land. narking provided: Exist. ravel coverage - 8. 8 • 11 parking Spaces /,�'��� g then 'spread on all unpaved areas, disturbed -'prior to landscaping. Land has been filled with made land. Total exist. impervious coverage - 23. 3 1 hanacap space /S ,C24: ' prop, building coverage - 0.5 % Any additional sediment erosion control measures deemed necessary by the town during 12 Total prop. pent coverage - 3.7 % construction of*any site improvement shall- .be implemented by the developer. Prop. gravel coverage - 11.8 Q/o All disturbed areas are to be reseeded. Total prop. impervious coverage - 16.0 % - 1;xisL.in Irr.lci.ri7 Schedule: Exist. + Prop. building coverage = 2.0 %, 1XIT'1[7I`2 ALLOWED: 50% Location of existing utilities to be obtained from utility companies, locations Exist. + Prop. impervious coverage = 39.3 %; shown are approximate. Contractor to verify in the field - call before you dig: Parking Required: M -,M4U1,1 AIW&D = 65% 1800-922-4455. office - 1 Space / 125 S.F. 1620 S.F. X 1 Space = 13 Spaces Developer shall meet all requirements of the fire department, if any, 125 S.F. Handicap parking spaces to be marked in accordance with the State of Connecticut 'total spaces required 13 parking spaces Building Codes and Public Act 83-412 (f) . Parking Provided: 04,_�> -D 7YIC- V7F�ETi47)0A1 , STr£P Any fill should be clean fill, "Clean fill means natural soil which is inert in 14 parking spaces 10' X 20' 7E# /AJ, /(4AJZ+ '5 00714)C 0-CCJA.rSTeUr_/ ' ?DIV terms of leaching and does not pose a pollution threat to ground or surface water". ?R.E4 7Z�13)&-Z14 q Ald'45 7-,qk.+_Q Clean fill would also exclude any construction debris , blacktop, concrete, or stumps . f-W 7?4+c-` Construction activities shall be subject to the approval of the Town. Engineer. A11 outdoor lighting shall be directed on parking area and shielded from the road and all abutting properties. • � r o Location of existing water and sanitary sewer laterals to existing .` /v/P AAICCE CAAR&X 1E,1v \ / buildings unknown.- :, i Existing building and parking are not part of this site plan r with the exception of making the three parking, stalls to the . _ _ ® �\ � � east, meet with town specifications. - = - WvA ��� �y Stumps shall be removed off site to an approved location. S67° 11 '32"E °as FNv. _ ' �. Routine sweeping of the existing parking area shall be completed /o'S,t�� /N •�Typ� 641 21 ' as needed to insure no tracking of soil will occur off site. CfrD AND.1 ,//ob23 1 O G Loose concrete, steel and other debris adjacent to the water LINE BEARING DISTANCE course shall be removed off site to an approved location. 1 S67° 11 '24"E 10 . 20 � WvB .uM�r Car Wa Wnrcu GIs /vfg2rEA �� .�� 5 pp A ey z c�rrr�� � �) �,/' 1 �} -7- Tne proposed tree line shall be flagged in the field. SS CS 1 . 3_ t } 1 1 ° Q 'sr All loose material shall be removed from side slopes. �-- -- 1 7F foci 3 L 1 �0 rf-6v.$ Footing drains are required if the building has a basement. WVC .0 go 1100 EROSION 8, SEDIMENT CONTROL PLAN KEY - 10 ScA PV PERMANENT VEGETATION COVER TIN_ �'` ' TV TEMPORARY VEGETATION COVER �[ [7 ("•T-/P)�Z'r ,1,11 �/ _�� ryP) .9 } Tom= 6t3.43 RR RIPRAPey ,�/%i9> ` DB DETENTION BASIN -s , A5 MARS - ��`� ' ' ,. +++� v � +'-,, S . �, - 1}1 ` ° A '�oX, c�x,4Tronl 01= ram'\ 52 - r / ._ iM� uIIA;' Nos /f' +,, �� l++s�+�+�►� r -\` fig ` \\ E�try PrPE SIZE vu rr�r lr.J ST SEDIMENT BARRIERS ' LO % �='`" r'� `� �� r +. V� ` - . -' - `� ``�, '' / . '- '�►} ' ,c, T. /ll / ''�„ 1 OP OUTLET PROTECTION _ io it / .• _ _ �• 1 r / / - (d "\ \ I Ccrsr ce C /� J \ t ';MOVZ f ZF_P4A( ,� s - _ 7 LEGEND !f 1 i / ,4 _ - v, P14VP-M.FN7- WVC ( I : - - 3 /Mfi7tH 7a Fus7 - ---- o --I40-- EXISTING CONTOURSGRAr�_ �J --=- _--- i p2or� .tcF - 1 I { Q}-- PROPOSED CONTOURS / / l ''��tr -� _- (rav 141=I EXISTING SPOT GRADE CZ 141.1 PROPOSED SPOT GRADE EXISTING __ 'uG ------ S -- - ` PUMP I PROPOSEDSS©ORMSEWER SEWER / I �'+, -- \ - .•� `r w usrx i ouTc Er 1 1 �- - _ � 1 +�,►, IIiNIIIli�illn11.1! ----- XSANITARY W R 5,�+7 5 v c��RAI o v�rKnzcr w 111 r f N ExlsT Mr-! ----- EXISTING SEWER +; �+ �--• WVB Vim _ r PROPOSED SANITARY SEWER r1E►rtPn2� v 7r :or� + I }` + r \ Zz 'Er,ST `� a+�++�' / • + SrtxXPi� Sv2R�Arc�(7 } � �.�•-- � , _ � r,- l� - �'S�3 S ♦ /N e CwT Z4„ PROPOSED MANHOLEyMr Ca > C I �- - - �� \_./ - + ' •_.. / r " ' - �, r II _- - ,p PROPOSED CATCH BASIN 3 eN �. _W001 T • \ - p C,eRsS �� - i 1�VMT TYP_ &b C�e6\ e - ` _ 11° ❑ EXISTING CATCH BASIN ) �, ��_ ♦ .� --- f--- I i�~ GP_AVC1.Cr-rr'� &Z45S -� i ►��� z r�H u�c n�P-, y I n�Erg Z E PROPOSED ELECTRICAL \�`. '�p2oP F-D , �j5:;0 - OCR �- - - �F 6_'t'vc - - -- - f// / Fxrs�,- Ld ---- EXISTING WATER '� �_�.. ` �. a� �` ,�+► i '�` °6e•do I � 1 / VC, 7� �.� 1� / s 6�htcel +�Av.� ' 7\ _���� ? 7r'FF ice► i � „� �.,�• 4 ) P`�Z, ' Ave. 1� GO:Ahj 00r 3 W PROPOSED WATER cu �+ ,vu:✓ Cr�iP s _ _ �'i PV '�+GSr � \ 11 '� STAKED HAYBALES OR SILT FENCE � � f� ! i {2`�� 9/'MAP) ++�*1��a'+' !,� E ser �y`+,+++1 N61�32 ' " \ °° - \ v / i4 r,/ g7 •26, r �� +� 16 (� t 1 E ezaB mil. S +95-F PTV. 3-6 ,�io HS-�v'<.r 5&4A1. SEe.1E.2 g F nGe?�1 TrvN LIMIT OF WETLANDS AS MAPPED BY z ! 2 0� W ,V 1 }y � - /- P L z �� m r� if 9° 03 ! y P2oP aimPSTE ON ``•r_�= �..�(/38.x� � E � �cv i 2 / �� £� SOIL SCIENTIST �� f N7 / . W- ASE :rc~rc�7� s x E ` y 1 .���..38 �� /. // Z7- I�IFT(Ar.r,�5 co�+��ors E s <�sr �/►o i2 Mavr �`�■' LEASE LINE �� , . �/ 14 SF3 �c,5 MoL71 Gr FF 1. -� , ��� I�1i'rP�s.dl�✓.�►�/-'' , + r�- : r- +AEl.J r i _= - 7' "{f H�J D y,v /L7-! '�3 TC7G.I hC CONWI T "�j'!, r �5.2 �i, ?0'S �,++ r:1�1C(LfJ.�1ME�.lr t,+E'ra,•c. .. .SOIL TYPE BOUNDARY _ SEE A SOIL EROSION & SEDIMENT CONTROL PLAN ■,11111,„1„i � � u� ram` `r`�t f �r�'-r'•-� L1MIT OF CONSTRUCTION " R� �i tM++ �P� H. M i�rff1[ 1i11f* y TOPOGRAPHIC MAP PLOT PLAN .•� ,Fe,sT- S:SM/-/ `ta LEASEE/APPLICANT 104,z �'�� 'v GELCO SPACE Z sE©/Me_tQ E car. . TWO BALA PLAZA C01,frAC7- PERZDAJ BALA CYNWYD, PA. 19004-0943 D.E7;91L 1-7 215-668-7735 REFERENCE MAP: A4 T•S. PROPERTY OF "Contract Drawings Water Pollution Control 11 Facility South Windsor, CT. Route # 5 Sta. ���'`1T "15r THIRD GENERATION R E ALTY ,� �G ��t ; 88 & 50N to Sta. 101 & ON" 1"-40' Horz. J4 - P/r,�us ��57s (EAs7� �7 w,-41 P1111e) AS ' BUILT 1 E<� � � '-4'-`O - 1449 JOHN FITCH BOULEVARD 1"-4' Vert. Nov. 15, 1966 Rev. Feb. 17, 1969 �5 As-built By James S. 1.1inges & Associates. ` -/ - 2 f SOUTH WINDSOR, CONNECTICUT Resubdivision of Property of Andre Charbonneau + ' p y PAIMBERG & RUSSO South Windsor Ct. Owner-Developer Andre L. +- k°` �Q; C am.� Charbonneau & Andre K. Charbonneau 125 Edwin wq' `� _ �` 40 20 0 40 80 120 , f„ �.. Road South Windsor Ct. Phone 528-7551 LAND SURVEYORS 8, PROFESSIONAL ENGINEERS 1"=40' 4-13-87 Rev. 2-18-88 By Palmberg & SCALE IN FEET 15 BARBER POND ROAD �� o �o. � ~ �}r ��� BLOOAIIFIELD, CONNECTICUT Russo I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN e r "Proposed layout property of Peter DunnMelvin T. ACCORDANCE WITH THE STANDARDS OF A CLASS-,9-.2-SURVEY AS 4���q �,��a `° 242-2775 DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACYSCALE DATE SHEET CHCHr N0. Baron" 1"-40' 12-3-73 Rev. 12-18-73 By lbrton S. OF SURVEYS AND MAPS. ADOPTED DECEMBER 10, 1975 AS AMENDED o Line & ASSOC BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. a