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HomeMy WebLinkAbout88-90P D W Fish Office Building i STORM DRAINAGE SFRU CTURE T.F. BOTTOM F.L ELEV PIPE � 1 (e t ) LENGTH SLOPE t I07.30 lO2.3 105.21 4- , , t C8 11 - MN 11 iO4.71 �12') 1 ' C8 15 12' P.V.C. 98' .005 ! V ` , t 97-4 1 (4 GALLEI'S) 107.40 102.4 104.8J , ` 1 1 CS 14 , , torCS 4 Ir P.V.C. 27. , , - . Q (5 OiLFYS) 107.32 102.32 104.49 .005 \`` , 97-3 97-2 2 AssEssoRs MAPS OWNER of RECORD` ` o C8 14 - MH _ t r P.v c. Co 1 107.35 102.35 104.52 56' OOS , 9 GALLEYS) o , , 97-2 \ z, 96-23 96-14 K01 Ir 96-t5 Y. Ri':hard S. C8 13 = MN if ` ` Sr irty Frr Say.i.ngs /I , ` 96-33 96-16 - it MH It 12' P.V.C. s' I ` 96-17 Y, Ri"hard S. t07.74 105.20 (4') •OS2 104,22 (12�) r MH 11 - Cs 12 r � '� 97-{ •� `, � Kri try, Ri,•.•hard S. 96-37 / ./ 9G-?.6 Kr1 it ` ` , 96-28 Y, Ri'hard S. ` 96-34 / i KrllrY, Ri�-bard S. (5A2 tr P.V.C. 4' 010 i ` 996-29 6-30 RSK-Krl1 :n In:, tos.so Iof.B 104.18 {12') ` 96 -39 R. -Kv1 }1.i.:hara s. 103.30 15' I SIGN.--�` / 96-31 CB 12 - ENO \24" MPL / 9 - fJrwbrrl:y, ,-Wart-on J. ` 96"- 96-62 6 32 14aynrr, tirrtry P. & Sh.ir.ley V. 15' R.C.P. 8. "-- �_' ' SNET C t ' / 96-33 .070 -- ` f A 6laynrr, Sh}.rlry V. \#2$S9 A t � ; h nrr, Si-r it 96-34 GRAVEL D IVE ` ` - L 9 6-40 / 96--35 19ay Y V. C (` Graham, Charles [J., Jr.. `- 12 L �( C�i8t ` irONG" 96 -32 ` 96-39 96-37 Wapping Crlrmuni.ty Chur. h \ / 96-40 11apping Cnnimlin.it.y Chn.•u ), In•-. GJ #4U992 ,`` 81� 96-66 96-2t3 96-2 / 96-42 waf'Ptn9 Crarrluni t y Chur•h, 1n•-. , D '� 96-43 0pptn9 Crrlmurtiiy Chur h, Jr1-. 96-30 �! f 96-4 9G-47 S11r7w, Marion I,. \ 2 96-4 9t- Usk I a rA 'Assn.•i a 1 rs ! 96-31 � � 48 Ilcl •nnitx• i \ ` 96-49 J. Kirby. t \ Sm i.t h, Rn1xr t ,J., • •Su�`bc7E4xaatt�ti'a►�►s1�FD) �/1'' / ` � � % 96-50 t'rusr:rr 1'sr>rcwiaacCrclatit >ztr ffff��''" I \` / ` ` 0, `` ELLINGTON IttiA ` � / 96- St"D h, Robert J.; Smit-11,51 Rubin, Mark , J Brian ��►CUL/PAr'r[L�Mq�•� t I �' � � 9f,-52 1/4"PER T. 4 CUPe 1 [F[� 96-53 ', 37'' IGN �, 9fi-54 Ifnl�•nrib-, J. Ki-rby I Gibbs, ltilt;r,r + arc t�arrn �� 3�+ \ f 6-49 1 E'ry hl V.irgi.nia ` ` ` 96-19 fl4K FIorde11.. Bn" b SRAM a Q f ` .-3 s- g'`E � 96-18 96-17 1 96 AND 96-62 \ Q 4 \ G' 96-16 Laval-i.rrr Frank M. & Cer 1 A. �vE '< 1<n) � , N•�g'S . G ` 96-15 96-50 ROAD 97-i Y \ 96-47 97-2 Kr11ry, Ri•Aiard S. 97-3 hvrsqur, Chrisrinr f 97-4 Ravalrsr, Anna I. Cartrsr, Salvatore I's Dora S. _ \; ,av ` 9� &USCi?EER ON CONC. PAD 96-51 97`72 Kor.Lit, VIE I I[am R- 5' 1 \ 96-52 97-23 J. TYPICAL PARKING LOT SECTION , NED SEE D IL) soul-#, wir,dsnr 96-53 . t rwn f f 96-14 - ` 9' TYP. 96- 54 V��\ CL&6' \ #209 1 � � I h 29 EXIST, G AREpp� ` � "SIGN "ONE WAY t`75' ' DO NOT ENTER" .39 3' 00, V /I I CB 1 ` ,,fi /� a T.F. - 10 .,30 r `. VEt\�� LEGEND rill ! 1 16, 11. a �• ¢� >a r \ \ /O tU i i 17 o I KEY MAP �` Q�st7u lr A,,d6or 1540 SULLo AN AVENUF South W/NOSOn•CONN.OrD14 - IRON ' � - flflD \ \ AREA CODE 2037644-2511 PIN TO BE SET ©u -,-, t P SIGN - ` ` ` SCALE: Itl•=200` � EXISTING IRON PIN _ 7 Y CON / \ Uftol,r•r 1tT, t!TAR El MONUMENT TO BE SET ^'�+ +p S c o i a - PEDESTRIAN DOOR j _ f j `_ r '.'�ROO �` 00. ■ EXISTING MONUMENT + ,5 � � -- 'i% - ' EXISTING CATCH B I I. J j ADER ir�rt:,t,+ fs,:I, BASIN AND PIPE 1 "f t ` .rS3 Ilart('ord Turnpif.c ,� // I rQ o� ENTRANCE AREA Vernon. CT n.rR66 �-- PROPOSED LEACHING CATCH BASIN ' To BE REMOVED i � Ito 4 ' 1.0 t!rlrrrtorrt Aopl;rat)nrt IIA•tq-AA 1Og- EXISTING CONTOUR AND ELEVATION i P PANES co 0 6`. - �r o i / z 24'��F i TA K ` 30o PROPOSED CONTOUR AND ELEVATION LEA OFF - o \ At the mlrl in r 1. of the Zoning Board of Appea)s I•eld on nctober 6 inRR 9 R=41' ` tr`-„ t ` :1 variance ,+as grntrcd to Sect inns 5.2, 5, r ( it e!•ulat inug In allow adnittive re-r/se of nn4 existingrl baitdingt on Pro- BIT.O ` EXISTING UTILITY POLE 4 ,83' �� PROPOSED B(T. CONC ����F , nrrty Inratnd ;,c 1224 IilltngtnR Ad. r 1 '! ` S. Nindsor. EXISTING UTILITY POLE W/LIGHT FLOOD POSED LEAK-OFF o" L \� \ ir•c v:,ri:lnca ;nrindcs: i i `` LIGHT LIG�1T . t �G PEDESTRIAN DflflR i 1) Front yard setbacks (building 11.96' from building tint,). _ \ BIT. ` - \ s "enty-eight parking spaces. CONC. DIVE - \� zv ROflF lDR. - a-n \ f \ 2� tarklnY spove sine of 9• x IA•. / 4) Buffer vartance. 1 27'' PL EXIST. BUILDING CO L.O. 'tY,c varlancc� prantc.I nrl• condilianaI upon site pl,rn approval from MAIN F.F. = 111.0 VE - the l'[aanrnF 4 Zoning Commission. r NORTH ADDITION F.F. = 109.5 P� r `� [bc•SC[ICInSCd'fnt'fifecEIve l'ownher 21, inRfl, and upon your filing of `✓ s (:leek s nCflcr nt your n"rl oxpcusr. `a ! DOWNSPOUT & R= CIO C? I O ti4 OUTSIDE FAUCET IT. ONC. L.O. ' # 0 i'<• truly yours, PEDESTRIAN DOOR N o ` r - _ � �G \ rrhnrrl ft. 1:ri}.ssnn i rman /111.t..� NOTES 1 24"1 MPL / `T`y 1 i.oning Rna rd of Api,ca l5 --/ 42 L IGSE I I L R=20' LIGHT R`20' - j n • `� \ J p \\ ItnF:m r 1. 26,416 SQ. FT. 0.60 ACRES CO ff R_5• �� m asp 2. PARCEL NOT LOCATED IN FLOOD HAZARD ZONE "all ' ���� SIGN O� �� �p �jOg REMOVE CONC. WALK < - J 3. NO REGULATED WETLANDS ON SITE !t �d a �. n •TALL CONC. PAD opt �24' W: - I i ' m t ik ZONING g #2 �� - Tess 1 - m 24 HAND DATA BLOC 4. TOTAL LOT DISTURBANCE IS , K ' LESS THAN 1/2 ACRE. F. = 10�6.$0 �'Z� , a3' �108 5 lie- HOLD S. THE BUILDING MHf ls, CGS #1139 ® / LINE IS fi5 t/1 m \ _ y TREE TO BE 7L,,rf . - 1 N 362063.69 ZONING t7A'PA R aired ` REMOVE i HYD. �W_ � ti__ Provided ` � j j ! •� E 653447.46 6.. THE PARKING LOT AND D _ EV.=110.416 ZONE Restricted RIVE IS TO $E GRADED 15"RCP P GGED R=5' : ��; 12" t}�PL ,r WITH A 1/4' PER FOOT CROSS SLOPE. fly SIGN '2 `r � + 1 _ ComiIiercial ' 36" M `=O v�l t I #4 :: 'f- \CTRb.�eX1 N SITE SIz630,000 sq. ft.7. THE CONTRACTOR SHALL FIELD VARIFY THE SANITARY ` CB #3SO -~ F. = 107.32 - R= . RFC. 24,4I6 sq. ft:. SEWER LATERAL LOCATION PRIOR TO INSTALLATION OF • T.F. = 107.3 19615 :':'`:::`'::'":':: _.� N 362045.43 �70 FRONT' YARD 65' Non-conforming {I1.96 ft.} : - CB #2 & #3. ` � E 853457.85 tUILDING COVERAGE: z51} max. I6$ SIGN SNET CO SIGN - _ -#330 ` W.G. *PARKING 82033.75E �5 G1�„ONE WAY 2,C - W.MH. W.G. f?I.11 t 11.111 }I ! {. r Ndl 1011 1 () 1 r.11•i(} ()I �f}l1 i 1 t iJ)P111.rE lf? 12 -TILE �' �s53ze>.I�S DO NOT ENTER" ` MPL - W,61}t, WG' OFFICE 3,476 S.F. �p ` � 8/I.K S.F. iJ I I fl)t;f If2 �;I f1f lUfl#?()r t - - - - - - _ = = = a u _ "` S1GI11 ` 28, 27 I Co If-1(7 f#•I(=PI l (_If� - - - - - - = ' - - - - `- ' - - BIT. CURS T. MH. F t tl�I f EF E f? t I Il: CL-CB o GUY - - W.G. T.F. = 104.02 SNE / ' \ , !X)TES: � TELE. � ' r � � --------,.ram. • #?A P� �- * zoning waiver alid/or variances required for: ntittd�r of Parking I ' / (1 space); and size of REFERENCES � � Q�• .' r S7' --- �a parking spares (9 ft. x 1.8 fL-.}, spaces �10$' i f 31' ` 1 CONNECTICUT STATE HIGHWAY DEPARTMENT 6 ' 1 rn _ RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR 1 r \�� E'LLINGTON �' m 19* SAN. EAST WINDSOR HILL-WAPPING ROAD ® R`FRO I ' O l IJM WAPP ING C � sAK. EXIST.SAN. MH. ENTER NORTHERLY ABOUT 7,fi00 FT. ROUTE N0. 194, SCALE 1"=40', DATE AUG 31 ,1933 EXIST. SAN. MH. ~ - ,ygQrpix. NUMBER 132-03, SHEET 1 OF 3 1a¢, FL=9S.so _ BIT. CURB- - - - - 24 19�9 soot'°cf�3 a3�,4;4 CONNECTICUT STATE HIGHWAY DEPARTMENT oC ` t $ Minds ''- RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR � , . ( ( South ink �om�'tss� ry` EAST HARTFORD-WAPPING ROAD l FROM WAPPING CENTER WESTERLY ABOUT 5,200 F7 ROUTE N0. 15, SCALE 1"=40', DATE OCT 31,1932 `Iy.G, APPLICANT a - �r EXIST-SAN. MH. r NUMBER 132-01, SHEET 1 OF 2 - �• _•� ' ,r ,� � •� � �� D.W. FISH `,•+�+p�aoaueanr��trt`• co > i' 453 HARTFORD TURNPIKE o p p 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY VERNON, CONNECTICUT ,. 06A6.fi C7 LOCATIONS AS SHOWN ARE BASED ON BEST REVISIONS l� , _ fills I n 7 n F t n ^� 6 9?� r� r! r Eiul3slT ALLY CDRR }} J )1 m� AVAILABLE INFORMATION. ALL EXISTING UTILITIES 1. /l 28-gg PARKING FtEvrsrplts `31aRVt Y ,W�{ £ f�RE{�ARED IN ACCORDANCE W1T14 THE $Tq CT. T #IS t•111p qE\#D • $m SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. C.S.S. SIIf�VEY,`,/1S .f)f f_iNcD�-1,N IIIE "RECOMMENDED STAND/IRDSNF(7RDSUROF VEY CLASS A-E GRA�ffiC �(,'�$ ---- --- 'jam ~00 2 12-12-88 REV. PER STAFF COMMENT y� �0 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 11.t ittE--CTAIE O CLIFINECTIC-Ui'„ r�S #aF2EPIlRED AND ADOPTEDs AND MAPS 10 20 40 ■ (203) 291--8755 3 °f BY A LICENSED LAND SURVEYOR PRIOR TO t f.11dNF t,I'I.L:t3) IIS�,CtI .1( r 1(J}.( OF BY THE an ® PROJECT CONSTRUCTION. I90h ND EFFECTIVE JANUl1kY ANDS RVEYORS, INC. , ON SEPTEMBER 13, DRAWING TITLE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ( IN nw ) e s i g n � T IMPRESSION SEAL AND ORIGNAI. SIGNATURE _ 1 3llt4h rE0 �'} • FISH "40 PL0OF TFtE PROFESSIONAL ENGiNEFR/SURVEYOR rofess Q T PLAN AND N4. DA 11 TE DESCRIPTION 8Y _ t1IVi{6)1 S s t GtJn I Uf?E -2- L -/ _ ! Z Lit A Coordi sates roar U,S.G , n a s, # n (,• DATE LICENSE NUMBER U.S.C.G.S. Vertical Datum ystexn ■ OFFICE BTJILDING T4PQGRAPHIC MAP Contour *" civil engineers loaners I.774 EL DRAWN BY DL Interval 1 Feet 1170 ellington road (route 30), oath windsors onnecticut OS074 SOUTH LINGTON ROAD JOB NO.: 87 22F H WINDSOR -- CONNECTICUT CHECKED BY. RPM RJA DATESEPr. 8, 198 DRAWVG NO.: e l fish 187226 STORM DRAINAGE \ 1 f STRUCTURE T F BOTTOM F.L ti \ k ---U E ELEV. ELEV. ce if ELEV PIPE LENGTH SLpp I e y 107.30 t \ ,r++euerror, {9 GALLEYS) 102.3 104,71 4't t \ t C8 ,/1 ^ MH Sr t04.7f �f2 ) rrlA\ �--� `- 1(4 GALL.EYS) 107.40 102.4 104.63. tr P.V.C. 99' .005 Ce #5 - CS 14 1 ` \ 0@@@ @00@@ eao[[cr10„ ~°' @@ ��40@ @ I tt I 12" P.Y.C. 27. 1 \ ` 1� 00e00 O@0�O 19 �B (5 A 1 Q7.32 102.32 104.49 005 \ \ <' @ 0 �� {5 GALLEYS) - -- of „ . C814 - MH [{1 \ t \ CB 13 12' P.V.C. gg• \ t \ �� 0@0�0 &ep & I - _I-"- + n I SECTION "A-A \�' 00000 e��ee A r \ \ , I 1 a DOS f +� \ 1e""etM « 0 ��8� I'nerasl COMc utltr 107.35 102.35 104.52 \ \ .n•tr• (3 GALLEYS) •..�.�_-.�_�_...- \ \ seems,s•tr�� r 1.- 17." `\ \ I----•'--:-• --..._. -. fit 'iG y,- IIt13'G 1 3 MH dt 12' P.V.C. 6' .052 I ` � \ i-.__ !_-�-'C�-` +/z uurl �^ -I �^ 107.74 105.20 4` 104.22 (t 2r t \ \ ` \ 1uH #1 - CB ) t + \ \ \ •� r•t-..-..._ rrr+ts - wot.wrs 8 •,I IT T lr�•]rj r1 ' C C ♦ 'r l �` f ` \ \ \ f C C O C7ta�.Q8 r.�p 12` P.V.C. 4• t \ \ � L7 es t7 C3 2 .010 \ rs.,u- r. sir" OL��i�gR7 •'r �C7L7t7CC P l_ A N 1•-+z -I i ea/ I.I? CB ros.80 101.8 104.t8 (1z") { SiGN � =�C2= _ (5 cis) ( ) a t03.3o r5" �24" MPL / cooC2C3 =c3t3=� , CB fj2 - END !!! ` oeaoaoo _ SEC[ION f) -$+ t 15' R.C.P. e. SNET C \ \ � . o7Q �2859 1 A GRAVEL D IVE " II G ORt�tr gyre new TYPE CC Lt CATCH BASIN TOP L c(.� cON ""t"Malaw• DETAIL + Gv� #2p992 ` B1� L__ • t \ r.I` _ _ Tyl'E "�.-1-^ LAT-C.it UC'1it! {ctF• - ICES it t L \\ dcaod� { Isff:carft'. :BRICK AS REQUIRED (SEE • ` 123 a = MORTAR AND/OR/OR CONCRETE / \ / t \ \ rw•tts i.. i 44O15tO r•r - ,'•'llrr: (.OfyC. CLASS( -. '_;7i•!,FCr� r - - SHEET I OF 3 FOR ELEV.n11r- -1 riA vi?i.c tf Caro VA �.of/• O ��iJR?4 - 8 l711,CESSC{) r(7isQ arf ---G, • . _• - Seeding Schedule- I ``J/ l \\R \\ r e {atL7Q 5i CIf1� , ........._ '1 ' 1 f t r. VARIES -^ �\ 10 4-" VAR S r,r. C11 1 Cif - to disturbed area not paved or landscaped shall be loathed with a 4" minimum of T� \f-iv `E PY! \ cu Fes•ac„o,� r t,r cr, { t.a nC tf tr er. �:nf.f e r.___. r' n t i i l=r I.r t-1 t topsoil, seed as indicated 1x!Ir,w. Condition soil with fertilizer applied at the I 37'� TF� 11 t \ •Con�reteMtnimtimSiren u,_4 v 11Y 1 \ \ \ Srerl Rainfor g 000 P.S.I.Ip 28 Us" „ + t=1 r_Is c_r e rate of ale pounds per acre or 7.o pounds per 1,000 squace feet using 10-10-10 c] [ i t TUN \ t>es{41Lo �ce'"'"t`ASTM A515-75.Grad#60.1-lifttf 1 tr:tfsl+rt� I or equivalent. In addition, 300 pounds of 38-0-0 per acre or ivalent of slcwl 1 \ t 1 Corer ^a7ofIE w_ , , r 4t0�1 3� 0-AASf{o Irs2a44 -+ --- € f t' e9ti ` x t + release nitrogen may be used for tnpdtessinq. Apply ground limestone (equivalent \ � \ )( , -- � to 50 percent calcium plus magnesium oxide) at the rate of 3 tons per acre or / \\ N �Q'gg'lE c • PRECAST LE i 135 pounds per 1000 sq. ft. - \ G ACHING GALLEY DETAIL � ' .rl�[��'x .;•� - \ 11 ` q�� \ ♦ ! Tir -}!I" C'151.1'illEll =,rA1tE---. `i �r�r�°.,�ori.;�.•• `,r:v •��,,r Permanent Vegetation Cover: b � \ TI.tS ,:,t,t.4•V v• .t'•�•�tt7•'r_'1��•�`��:.:�.,�� 6a 4. -P ` -� Set ding dates: April 1 to June I and August 15 to September 1 ` 9/! DUMflSTER ON CONC. PAD o.9 Kentucky the fbluegraswing mixture: 5+ \ & SCREENED (SEED Peeping bluegrass 45,01i � ` . Creeping red fescue 95.08 18' \ �{ I, Set o Perennial ryegrass 10.08 _ \ \ p sts and 2. Staple Apply 1 pound pet 00 pounds sq. a 1, 45 pounds � ^ � ` ��� Posts-+- , excavate a 6•x6" Wire --..)+ the TYPICAL �-_ at a rate of 500-900 Per acre. 1•kxxl hips should be applied r \ '� 1 �' trench, set ost rr. TRENCH DETAIL pounds per 1,000 'r,q. ft. nr'10-20 tons per acre. �.J�V..JJ j An le'10' g t fencingto 7erllx,ry Vegetative Cover g p fencing ' I ` upslope far downslope. I" end pol. ! ` tl.t.S. \ t \ G� \ stebtTtty and 1 ' 9' TYP. - '��,, self cleaning. Seeding dates: March 1--to.lure 15 and August 1 to October 1 ANTI RACKING AP N" o \• \ I, �1 Annual tyegrass 100.004 Apply 1 pound per 1,000 sq. ft. or 40 pounds per acre with anchored hay mulch at CL& l00 ; 2 terns per acre. 1 � � ` ! ` a111nInit =Ira " f EXIST, PARK G ARE ` Iw�t! [2 min. TIfst,f� ;= ti 9 1 Ip� �IGN "ONE WAY �� \ In1��tF`tr: �t't depth ^Thin {yli'U!411 ua I r l75' Q \ DO NOT ENTER" 1�jtnx Q - � \ D �resrsir ` � � � f•'' i 0 Ltd , jt \ ��rr^^ I r «"- 3 � ` Ttlter � [' 3. Attach filter fabric ' � Op fabric �� to the wire fencing r' 4. Backrill the and extend It to t C\ , r ! t trench and i the trench. compact the �B # � . M excavated soil. 107,,30 V { ` \yF' 1 1, s'or Cr o.o,r, Z" rrn.Ae: MAW O� I ComBacpacted '+ .'t sera Aare rkrtwar A2wAtac i...rrssts t �•i fI ' LEGEND 1 ` ` 3' 1 6` \ 1I. 8 �� �� +Jr[lttatl i.•I�irr&�t IfSf[l�l d 111 ` Ql � Vl,flil,'llnc u� ti1..t j' :{cl_a/- E SET SIGN - - - Bottom or ttVtf= c IRON PEN TO $ � \ •`Cy \ Bactrnn of 0 EXISTING IRON PIN _ \ _ \ oratr_ geway •- - PEDESTRIAN DOOR ON l EUGc o MONUMENT TO BE SET Lyj ~`\Ro`oF�' 00 , I THR ® EXISTING MONUMENT j ' , , STREET It RQOF AOER ` > EXISTING CATCH BASIN AN I I •� D PIPE ENTRANCE AREA I ( A PROPOSED LEACHING CATCH BASIN ' { o , I LA TO BE REMOVED �, , I DETAIL OF ANTI TRACKING APRON r _ { {,,0 9 1 r • t_ 4 ELEVATION IL & t O / Opp 1 P PANES CO ate" I I than pointshould be higher EXISTING CONTOUR AND ELEVATION Ta K p B Do PROPOSED CONTOUR AND ELEVATION J z 24' F I LEA OFF_ " PLAN VItw R--41t \� \\ ` , Source: U.S. Department of Agriculture, Soft Conservation Service Storrs..�� \ Connecticut, + rs,, EXISTING UTILITY POLE , 41.s3' BIT. cork .\ �oo�F � � I �PROPOSED LEAK-OFF CrL ` EXISTING UTILITY POLE W/LIGHT ` FLOOD , �G LI�OT \ 1 �� SILT FENCE DETAIL NONWETLAND SOILS SYNTHETIC FILTER FABRIC FENCE 1 '� zv 9.451--.___ -PEDESTRIAN DOOR i °.9 / \ nt.s HAY BALES BIT. CONC. D 1VE - ROOF LDR. - _ - \ _ 1 MgC MANCHESTER GRAVELLY LOAM I ` 27'' PL EXIST. BUILDING CO L.O. t } MgC MAIN F.F. = 111.0 VE T NORTH ADDITION F.F. = 109.5 PIP [ *;...- �r °. S'T uc u j 01 , DOWNSPOUT & L R= O t „M.� l5�ov�r,1 seWr ,, T kt .. ' ( € n o 'OUTSIDE FAUCET BIT. ONC. L.O. O fn :T Setltiueittatifllt_aliJ ru�son Control Notes: PEDESTRIAN DOOR x ��� \ {" `� t• 'r.•k €-- _--- J � .' etaslut, control measures will be tonstructed In accordance NOTES I f 24 MPL / by ` _ \ \� I Y"^^ ..� F -,-.,� with the "U'lidellites For Soft Erosion and Sedimentation Control" by / 42 L IG V \ { oW 1 U,e Canf,e ` / t r� �0� ckitul Co,sncil an Sail and Water Conservation, 1 [ L m ` .,� - ` / \ ! 2- flaybaley as shown to be butted tightly end to end and staked in R=20' LIGHT R=20' 11 I \ i 'p �� =�✓ q� qK (lieu lts i og two e'• N 2" it 36" wooden stakes'9y p.:.-+:�*' '' '•-•,.+ t.' Per baler. 1 1 O �\ \ / c?ti l , �_>, - f-e•R ;-;��r 3• All erosion cnntrttl mrasures are to be maintained or replaced 1 ti�,:rR}+ „ , -fT, 1 f J ++ryr cl.nittr; r.unt\tructiun a5 necessary. { l I W t' �' c--•. t• J R. ;y_' _- h. Cont+ artor' !s responsible for Implementation of ail seAlmentailan 1. 26,416 SQ. FT. O.so ACRES "--- I zb 1• t ln1• C } n C n \ �,;/+�''1t` tS I } }, Il �'S --'` .'c="�' ornl 1•Incir)n.r.ont.roi measu,'es sitawn an these plans. This k '..+r tt,nansihllity includes implementat,ott as well as maintenacne. Any r ` / Ar�tlJpf� 41fT117W. Z11>,M, prnpuced ct,angnr to this plan must be approved by the engineer and/or 2. PARCEL NOT LOCATED IN FLOOD HAZARD ZONE V: t sAlyos vac�1 esAL tl,e p,nptr Intel tt,rtt, agtnty. `109 REMOVE CONC. WALK rM S r �. null tracocal towli, to be !n. r rn � .�Iy�STALL CONC. PAD o m �fA I peeled regularly to insure I ��0 , ` 24` n[,rr at ion. Stave to he aild protrer Z Ha Bale Installation at Catch BaSir�S ed to or replaced as required, and 3. NO REGULATED WETLANDS ] �! O !y cnIt rartor will be responsible to sweep.Community Road, Ellington ON SITE 24s � oP5 trn.,rr 1{inutr+ n:31)t ,Intl .t'iUIIlvnn Avenue iRoUle If)?it nts. ! as required. /�/ 1 ` / 1Q ICp1L HAND 6, Fstisiml and srdlinentation control measures will be installed down 4. TOTAL ( e #2 I � ` �11�"- HOLD / c{t�.lirnl to dfsturbed areas Prior to construction' sil. LOT DISTURBANCE IS LESS THAN 1/2 ACRE. ) _ 03' �IaB 5 (11 A,eas to di turf F. 1O�s.so �'a = . MHI v3 f) / _ CGS 1 ® \ bare 6nr more than 30 ed wit THE BUILDING LINE IS fi5', 1 to �+ -� TREE TO BE sTfl'�/ 1 N 3$•10 �. / aif 11, Intl wood t:ttip mulch seedetl wltlt �,eS shall be treat with- 0 rye-grass until lima fzalion is to take la REMOV iy E6534 6 HYD. ~'~-""� tl. A,If}yliona9 erosion, e.lat�iantrui mea s shall 6. THE PARKIN __ _Jboeinsta G LOT AN DRIVE EV.=1 0 16 t sure during WITH D D E IS TO BE GRADED !S RCP P GGED�� , �l L4 t n't rfre !lull 1 T deemed r,ecossary or order installed d g A 1/ T CROSS \ R_5 `r 12" MPL un,l Ina t,, Ordered by file Director of Public 4 PER FOOT SLOPE. SIGN \ 1W to �.� \ e ,mown l J Snnth that s . PE. II5 36" �� I N 1F-�r1'•,les to tie Placid su that strip tf,rr grn,mrf• 9 does not tame in Contact with M _ -0 #4Cnnlractor to $Jetiodically clean catch basins as required during / � F. = 107.32 IQ= RFC. CT X �, run••t,ucliun, 7. THE CONTRACTOR SHALL FIELD VARIFY THE SANITARY \o TB = S © :+ S.O. 196.15 N 302045.43 0 SEWER LATERAL LOCATION PRIOR TO INSTALLATION OF E e53457.f15 CB #2 & #3. SIGN ^n- \ TE SNET CO SIGN `siG4 "ONE WAY \ MPt 1 - 330 _ _ - W_MH. W.G. 0 11G. 2033.75 W MH_ W.G. {I. ,- 85328Lt35 DO NOT ENTER' _ ~ Fll € 1 t11! IF' l.11• 1 tl_lt'€ ! It €�lfi•tl {►I?!•€ III 11.1l11•I IE!- '-�(:flJ €! I i•11i'tl)�;tllt - - - - - - 12"-TILE _ ��p �\ ` ` _ . €1I I !I''',€iIJ c>1 (lI-!I)(11?Ir': f'lIdI1 rl'• r., ^ _ _ _ ^ _ ^ y _ _ _ = - = = ' ` ^ SIGhL BIT. CURB `�W,G. T. MH. Ctlnstruction Schedule f {: 1 I' I I:(\ I I I rl f., 1?i:I'11I? I I II=I•I! €JF y CL-CB 4 Gl)'{ f ! I/. 11 in, to the t:ommorlternent of any coast,-uctian f l•'!€�1 I II:f.'I? I I !{� T.F. = 104.02 �, •--' � , \ ! tt+r+- t:nrttr.ar'tnr s{,.-,It ie,Stall the acllvltle5, €OI.91 5NE / ` , it, .,"111 dsnra t-,i lh tt+ sytttl,r.t ie f i 1 ter fabr is Fencing TELE. # Q 1t ` plans to the i of f'uttl tc Wsn ks a satisfaction of the Ulre[ .� trF ti,e larni of 5ouih Windsor, "tor 1 ! f tali antl'•trarkirtg a{Iron at the entrance � / , 57r ,.... ` O: [nor. / / �• lr„ctfon r,pta+atio,+s, , prior to Commencing REFERENCES � 5Q / 3i' • � � :11• Sit if) and slur.Mpile to 10$' ! I y, pso i I i n the location short,( an the plans ' ! \ '11y ,� pr for' to pavem�•ut rrnss Lrut:tian, Q 1 7 •:r:•rdet} anq pr alet led with ltockpi lea to be i ,I, f uu !f syntiteE,t filter fabt'Ic. 6 ` ^- q yr adire CONNECTICUT STATE HIGHWAY DEPARTMENT / r ' N= intiinn Inntt+,l mr•.,-.;�feRda�'ttnnsc�ittfnna`,-at�a" and Instal, ! I 1g' SAN. 'i1. 1'r'rnare ttirtg,arle fn. P g Lsses. RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR - I F�\� � R �J � Ifl.11nll4 p•]Vint� dfld prepare all dlsttirl,t � Y a,+rI ",ding, ed areas for EAST WINDSOR HILL-WAPPING ROAD ` ROAD 1,,. � � � T 'T . `,�+ f'1aLn pavomnnt L 1.J 1 EXISLS crflsa i I AN. MH. s and seed as required. FROM WAPPING CENTER NORTHERLY ABOUT 7,600 FT. E's" sAN. `, �P�• ' . nlI SCtllmnntatint+ and nrnsinn tantrol measures are . \ ` itally int;i,ef.knd ,Ind maintained dur,rs a to be Period- ROUTE N0. 194, SCALE 1"=40', DATE AUG 31,1933 � EXIST. SAN. MH. BIT. CURB- - - - - - R,b' �/ }nil ,,r,nail, 9 measures \ in place until soil stat,tlizatlon andlan nperatior,s NUMBER 132-03, SHEET 1 OF 3 Ion, FL=95.80 - - - - f {,lets- paving at tom- CONNECTICUT STATE HIGHWAY DEPARTMENT: RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR - t --`h�-°- "�_&���`��, EAST HARTFORD-WAPPING ROAD \ ��oy`P J FROM WAPPING CENTER WESTERLY ABOUT 5,200 FT `W.G® APPLICANT ROUTE N0. 15, SCALE 1"=40', DATE OCT 31,1932 EXIST.SAN. MH. NUMBER 132-01, 'SHEET 1 OF 2 N 1 t rn ,/� D.W. FISH �Y fi .'1lSF3+ ' a n 453 HARTFORD TURNPIKE 9��0 .- ,cart;:•_, _,� �o. 1 CONNECTICUT �` +..�. .-.� ' VERNON, O V Q 6.r, 646-' 9745 + o n Q 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY N M LOCATIONS AS SHOWN ARE BASED ON BEST REVISIONS m� AVAILABLE INFORMATION- ALL EXISTING i1TILt71E5 1. !l-28-88 PARKING ItEvrstol.Is GRAYffiC 3CALS $m SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. C.s.s, • ,�� �� ` N � �� ���� V m 2 l2-I2-ea REV. PER STAFF COMIyENT j"� A ENTATh 10 2p s (203} 291-8755 PROJECT � 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD AND ER�3�IaN10 m INN BY A LICENSED LAND SURVEYOR PRIOR TO CONTROL. ONLY ,AND a DRAWING TITLE SHE v AND e s i g n j} SEDI MEN ET CONSTRUCTION. 1S NET TO BE USED FaR t ( ni W. F I S TAT(O t� 3. THIS PLAN IS INVALID UNLESS !T BE THE UTILITIES 1 sn�,l a. 20 ,� • H AND IMPRESSION SEAL AND ORIGINAL SIGNATURE CONTRU'CTION" ro f e s s o n a l s , inc , ���os�oN CONTROOF THE PROFESSIONAL ENGINEER/SURVEYOR. NO.� DA� OFFICE BUILDING � E. DESCRIPTION 8Y Coordinates from U.S.G.S. Grid System DRAWN BY U-S.C.G.S, Vertical Datum civil engineers planners 1774 ELLINGTON ROAD °L JOB NO.: 87 226 Contour Interval 1 Feet 1170 ellington road (route 30), south windsors onnecticut 06074 SOUTH WINDSOR - CHECKED BY RPM RtIA DA7,ESEPT. 8, 7988 CONNECTICUT DRAWING NO,: � �� 1 187226 I . I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND 1 ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 13, 1984, AND EFFECTIVE JANUARY 1, 1987. _ 12882 SURVEYOR'S SIGNATURE DATE LIC. N0. 2e MPL SIGN \ --- SNET C #2859 -# GRAVEL D IVE LONG 12" MPLv CL& B4�' G #20992 / 0"9vso� 1 0 I� \ SIGN \ — r i; lr C15 a1.1�`% Rcer SucChai'rrlur�� i Reh )Ci_ t P,lk�!'1,t 1� . "rut I' ' G /�k.>drtln.•�lnrl is � er,,•rL�}Ir' r•!:�`�u�,, � �. , � � I ' L'k f'6Y11LrS ,�r,r.r.;t� l'G'(511 S/I=!'I�P� DGbVti0bt3 3 1 /�-7 N7" 1: • /r• 209 1 \ 4 CFCs L'haEtn?Cu1;,Ar 1 c (;/,Iv,7 6,wdisEAC r C1011/ACT PLIIzl411 FyC k�L4.�{� 7, W-5 \ �n�c+ncr' €r'jrteytJr�ltl�l C EUr.:u�ntt,5 We#m 111-UkTS CC-Afl; r HaLY 5 l5 lR" u,1,oerft� n 1 1 ,► ., AS'� \\ J J 1 �r�iFrsr+r.n G/�CfCr� 'lIPf1i ICY TZ J6rNlt't' IB /8 2y I �G \ i ` ,7W I,ul,rze},r s ��G�r zc}1!a!1s Gfn/fir n, ;r Lfl:e RLIL JIXIp pR�'Alt. TVs (eCC'XEfi TUAi'rd' r2 ' RL Yia,(rfilu LAQk AIGLOMlty /1(n 11(,€fir ,4!, AeLt+r.S"Gc I't. RUSS M CW�W cr S PI)At Ptu& Ub1e� /lydr r/IirS 2 /S-2rlr,c6 #1 .0 ;�. ,��sl, \- 1 I�TIYI Yi!%�D 1��"Tv'1�YIGnr IS 2�- �O i FLOO LIdH7 ' ,71.,1 \ /cea�U,"IGPIIt Q 7QhtC Cj ,� / C�,urt2p-n 0 RLLr'- EP,e(ICE 2 , _ PEDESTRIAN DOOR tL'13 �C TS (&fC �Lc11lr i$I S S vim \ !C C7, i� !�el{'f C'� Gl-Sin r -P�r•1 lnn� � � E&13civil ►nl�� xce13 J'�, �4---.{ - AV AREAS cONc. r, �' \ AtNTII[C tl .P,CtI� �fr�SC'(I(= R IIJ(1Z' z afd2� � - �cSl� 3V5 •. LEAK-OFF Qs ou,a \ ALL N511W88 �}�EIIS � �E SE _ . .-. PROPANE o� <' Nx, \ , °'PIA"N6 � �i�1t-;t►SI �l U)IM I FlWr?01rhibSS 12 'R�J3 Sj P.13�! LO/11V# 27" MP ' ?v - �•1' } TANK ��' `� ��.`� � TD /•� 1/f�� �' BIT. CONC. _LIGHT �O J�C� fD �1F I1 �� , Z}F yL r LEAK-OFF __._ _(Si•.4 - - PEDESTRIANBOOR � ----3c.4,: CONC. L.O. 81T. CONC. d IVE � 1 EXIST. BUILDING MAIN F.F. = 111.0 E 10" MPL`: NORTH ADDITION F.F. = 109.5 o VENT PIPE j L� j 990 r �CE:I DOWNSPOUT & L ONC. .O. J �. OUTSIDE FAUCET � ./i � +, f �' � .f_-!• - . PEDESTRIAN DOOR 1 � � c •'r. i 1n i ?1A)3 CDG12 24" MPL 10 \SAS - 1GNT I o \ LIUHT - .- •� PANZ TW S \ SIGN �p 31 tj5 UT d, p 1 " , TREE TO BE HAND 1UlU C 6LUtV/ ;rn 2 MPL\ V r„ \ Y� / REMOVED ti, r HOLE _ LA tj CGS �}1139` \ CB #2 CB #3ED LM 3 •�Qom : 1P /� c S _tot=t SIGN SIGN _�CI3 1 C' ' -- — �- `� N 362045 43 , h , C' ...., s:_ 'SIGN E: 653457 65 111D/3 �; 1' �' -{ S.O. tRFC. CTRL. Box = 8fi'35'09"W CB 4 24" i 5NET CO W• W.MH. W,G. --- - -v- . -v- TEL. BO)6 MPL `ftln 3 0 W.MH. G SIGN 62033.75 #33 �. <'; T. MN. . SIGN E 653261.85 - _ W.G. 12" TILE - SIGN < BIT. CURB �_. _.. ( l - - - - -- 36 MPL CL-CB 10 GUY _ _ -- _ _.. T.F. = 104.02 ___-- _� SNET_. TELE. > 18" SAN. ELLINGTON D RT EXIST.SAN. MH.:' A # 30 - _87 SAN. _ BIT. CURB4X_ EXIST. SAN. MH. !� C EXIST.SAN. MH. W.G. t V APPLICANT D.W. FISH 453 HARTFORD TURNPIKE VERNON, CONNECTICUT 06066 646-9745 i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS '( P.APHI,'` IC� .. (203) 291 -8155 PROJECT DRAWING TITLE o w LOCAl10NS AS SHOWN ARE EASED ON BEST ■ SHEET 20 u 40 AVAILABLE INFORMATION. ALL EXISTING UTILITIES f 1 �l C 10 m SHOULD B£ FIELD VERIFIED PRIOR TO CONSTRUCTION. ( } {��, 1 ,NTI M�U l _. LANDSCAPING PLAN mw 2. ALL UTILITIES ARE TO BE STAKED THE FIELD � � . , � D . - �Y . FISTF" � ``BY A LICENSED LAND SURVEYOR PRIOR TO- Ien, 11IGti � L"aw)iev\ [�tAej-'l c. , � r 2 (� /'� //''��CONSTRUCTION. _ i '� ft' &rof e s s i o n a I s ' n L . n .�, y F,`tl �/ �`k,I Ent.( ,t (�••• ! "BUILDING DRAWN B Y.• DL ✓ae No.: 87—22s 3. THIS PLAN IS INVALID UNLESS IT BEARS THE - - PlOU �_)v " _ ib I� t 1�6 it /(_V N iV CAI t.(l 3 OFFICE B U I L D I N G f� Coordinates trozrx U•S.G.S. Grid System ■ DA 1E AUG. 26 1988 IMPRESSION SEAL AND ORIGINAL SIGNATURE - ��5'��J?J"E ' Cl pp U.S.C.G.S. Vertical Datum '" civil engineers • planners • surveyors CHECKED BY RPMRJA OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY � � � Contour Interval 1 Feet 1 1 70 ellington road (route 30), south Windsor, connecticut 06074 DRAWING NO.: e: lfish 187226