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HomeMy WebLinkAbout10 CITYVIEW TER71 - ATk c. WY t 1 ' COLLINS HILL I & COLLINS HILL // N wl , i UNIT UNIT UNIT No. FINISH FLOOR i0P OF WALL APP LO QNElevationElevationsESII,H.X. C.B. r G v - -1 FL-108.99 J Y r.X CB. - <..:. _.. i E.SMH F=119.07 Q _>.. n'>.. F _ INV=106.61 £X -c s ,///''. N EX. LTB. S TF.-J14.12 7.F.=l16.6H W_`• ij- S`ll fX. C.B. L.out-110.f7 SULLl VAN I _ z:,. S 1J6.7> - - RCP' - -! =JTIC ' 5.. -- v-...,....._., ..---.'•- E.S.M.H a, TF.=111.7J INV=110.17(new _ s - 1- T.F.=11146 CII FL in=107.53 N s 12" RC.P. _ - - - •- _. --- 1 9V£1 Co. r _ EX C.B. F1..lnai0 £' s - f:r-_.. - F i T!'.EX C.B.FL.ouI=106.83 l=R-CF C82 32' EXIST 8" STUB O 0.5x 1 11 No 101 N 1T8196.94 FX1.ST MON t . 4 w F:L n=J0J.54 swi Ca 1 E 200121.99 r---- 96.47' TO C.H.D.24'R_CP _ _ _ _ _ _ _ _ _ _ _ _ act SNE7 Co. fb fan S 0072'18 96 t81.55' 1 11 F.L.out=10J.49 SNf7 Co. 5 z _ _ _ _ _ - - - - - - - No 98 No.t DMH1 100.00' 2 Ot'C 1 6 9- E,17ST G.H.D. 1 1 i42.41• , , 1 t EXIST P. N 178448.76 90 90OOAO" 1 1 f_ 174.79' TO MON N 178372 99 E 200119.73 I R = 25.00 1 I h - 25.00' 1 1 7 EXIST. MON E 200119.24 t t T 25.00' T = 25.A0 1 1tJ9.77'1 L = .I9.27 lao M 1 8 10' WIDE i SMHt 10' WIDE 9 136.01 134.92 GRAVEL DRIVE I GRAVEL DRIVE 1 9 GARAGE 134.29 G, fib 50"FRONT TARO 10 DFTENPON BASIN 2wnETSTRUCTURE n x 14 12 137.20 136.03 111 12 GARAGE 135.41 30' N F13I I II PA ENT to O i FA i TH C. MARTIN14134.18 133.96 14 GARAGE 133.47 N/F DETENTION BASIN15t33.84 133.53 A• i' 15 GARAGE 132.07 JOHN & BARBARA W i, z Ny O DRAINAGE EASEMENT 16 IN FAVOR OF I ,n miALLAHANTHETQWNOFSOUTHVANDSOR 17 135.75 134 55 p W AND PARCELS N rHRI s U N Bo I o 17 GARAGE 133.98 18 135.16 133.96 I EASEMENT IN FAVOR OF a 18 GARAGE 133,40 y if I EXIST P. EASEMENT IN FAVOR OF THE I W--O.JJ' CONNECTiCUT WATER COMPANY N-0.21' E Xi5•r LP. N 1 78885.80 N 178785.66 E 200321-85 $ 00725 18' W E ?00322.25 99.92 FX1ST LP I N/F r wlE x 20' P P JAVEL DIFIqWI INO FAVVOR ARY OF THETOWN SEMENT N 08885,46 11, IE RIP RAP PAD NOLA JOHANNES CD, OF SOUTH WINDSOR F 200322.58 CB9 I I" SM 5 L l SEE) STRUCTURF I W/TRAP HOOD .1` EXIST. M0N E-016' EXIST /P 3 00 EX/ST. /.P N 178346.92 N 178358 88 E 200.153 39 E 200353.33 N 01'25'41' E 180.04 N 178183.77 Lao E 2oa35251 00"16 07" W 271 01 TOTAC EASEMENT LINE W1 DRYWFLL c.157 N/F 00.5'52" E 6, EIL EEN D. SCH WEIR n x r ase b i S 0023'S2• W YD/13 7.Y o +LJ• 2A.fi r, l o *6 0 rr ! C3 CF33 W•' DRYWFLL t wv.-1155 t25 0 y' s. / S I Og4 1 1 I UNIT No. 15 0 5 •0. r , 1 1 ti rHv-+xo 20' SANITARY SEWER EASEMENT N 4- 1 r 0 17 a o z 1 ' IN A OF THE TOWN 2S r15.SN it.J UN1 l z 4 OO b 1 1 J OF SOUTH WINDSOR U 1 , I ro 100 r ' u a ti e 1 1 N .' i 12do tgA CBId \ c N 1 • MOE GRAVEL DRIVE Z m ( N 178875.63 10' WIDE_1 r"" a, F. 200500.65 CEI12 c 1 I AVEL DRIVE ' Na. 26554 C.L.d P. 4i S0 94 TF-154.64 - E r B. (L9BLJ MOUN TA/N VIEW ROADrr; N iNOTES: UNIT No 14 o'i r rr 1 r3 1. THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE W INV-129.0 45" m f YDIµe L CUT STONES" FOUND IN THE FIELD AND DEPICTED HEREON jS' AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION E0 l.o a -- - - iC`B13 Ex 41f lA: FENCY WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. o WIDE ' h i6 1 o p `` Op 35'uo' P057WN1 AWf GRAVEL DRIVE N L(pE RKK,7J TS OO29.e' Y u SCOPE RIGHTS RE'SER1•£D FGW Z 2 FINAL GRADING NOT COMPLETE AT TiME OF SURVEY 9 S 03'15'26" W YD#12 _ _ _ _ _ _ rt- D c,S Q; o O, ,1i RESERVED FOYP ALt PARCEL S I\ y, 1 ALL PARCELS 20.19' 3. INVERT ELEVATION AND LOCATION INFORMATION PROVIDED BY o 0 THE CONTRACTOR. 1 EX COWL r L21 EASEMENT IN FAVOR OF r• F CLk P 40 a,_< 4 ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN W FENCE Pns1 y, i a THE FIELD AS TO LOCATION, ELEVATION AND COMPLETENESS. i r EASEMENT IN FAVOR OF THE tx nAR EX. CQNC. r / CONNECTICUT WATER COMPANY fm2 Post N, y FENC'f POST o = 08'4950 1, R = 725.00' A T= 55.98•1 r f t h C 1 P L 11174' 14C) N/f- R = 77500' N/Ff dy` iI ctit !T a 95 28' PORTER & CA THERINE S. r o •D , L = l89.61' DA I/lD C. & LINDA S COLLINS 53 12 Y I BROWN l MAP REFERENCES: wa,..+zeo u+v,-,zao 10 10' WIDE r UNIT No. 12 2 76' 1 "CONNECTICUT STATE HIGHWAY DEPARTMENT-RIGHT OF WAY 0J7526' w MAP-TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING 93.3: GRAVEL DRIVE r 1 7.5', ROAD-FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET- fx ;fnlr.E POST - w OW0i WIRE r V 3ROUTENo. 194". SCALE 1"=40', DATED AUG. 31, 1933, SHEETS r 24.8 EX CEDAR 2 AND 3 OF 3, No. 132-03. 1 iv FENCE Pas J j 2. "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST r t b WINDSOR HILL ROAD & NEVERS ROAD-SOUTH WINDSOR, CONN 25'BUFFER PLUS A 70'RFAR YARD - SCALE 1"=40', DATED MARCH 1938 PREPARED BY PETERSEN e AND HOFFMAN, ENGINEERS. EX. FENCE POST a Ex. aVAP W17H WIRE L FENCE POSJ 3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND o J p EXIST. 62 i:.HILL ROAD Se NEVERS ROAD-SOUTH WINDSOR, CONN.". YD#10 YDµ9 N 100729.9E200729.93 O - O SCALE 1"=100', DATED JUNE 1968, REV. TO JULY 25, 1968. 1 X CHAIN LINK FENCi PREPARED BY GRISWOLD ENGINEERING, INC Nlf f N/F50375"4T" W 492.J9' TOTAL l 4, "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH 0 THER L A ND OF 11" CHERRY TO WN OF SOUTH WINDSORSCHOOLANDWAPPINGELEMENTARYSCHOOL-AYERS AND NEVERS W 7H WIRE ROADS-SOUTH WINDSOR. CONN.". STATE PROJECT No. 132-88-047 EA, COLLINS CROSSING, L.L. C. SOUTH WINDSOR HIGH SCHOOLSCALEASNOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2. E FENCE x _ -' EX. CF9AF PREPARED BY KAESTLE BOOS ASSOCIATES, INC., ARCHITECTS. Ex. X •""FENCE PO`. t P x IENSOPOS ISXFf-NC:f OS 1 WJ t-% 1s1R£ 13 e w 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THiS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WiTH SECTIONS 20-300b-1 THRU 20-300b-20 860. 291 • 8755 M M nLOCATIONSASSHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECITCUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN Collins Hill I & Collins Hill II - SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION.11 IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 40 0 20 40 esign M o a INDEPENDENT RESURVEY PREPARED FOR am 2. ALL UTILITIES ARE TO BF STAKED IN THE FIFID U1lU!!'1)tT 0 NA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.rQf eSSiOnatS Inc Collins Crossing, L L CtBYALICENSEDLANDSURVEYORPRIOR10L.L. • IN FEET ) DESIGN:STAFF DRAWN: SRB CHECKED: RPMCONSTRUCTION. IC+uRfivan Avenue3. THIS PLAN IS INVALID UNLESS iT BEARS THE 12882 1 inch = 40 ft. e JOB NO.: 95-845 GATE APR/L 8, 1997 yy jJj F{F Civil Engineers Planners • Surveyors • CISIMPRESSIONSEALANDORIGINALSIGNATURE RICHARD P. MARTEL LIC. No.65 south satellite road south Windsor Connecticut U6074 ORAWIN6 NO.: D: JOB 95845 A3 845-AB1• w OF IHE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCR PTiON BY SOUTH YUNDSOR CONNEI d CUT F r pS- , a s. x*-o a vftl' i 4 sa`j•§• r1 , w Y ya..(( a ,.. a•!' t,-t .. .. l., r,r it C11 r C i•, 9 k'' 7t v' S-• t.$ 1 y a 1 ,,. i N l' r . y Y. ...' l/•o_ ri.-Zi f, 4' a,•, ,..•_ Yt3frye •eir. a•. _.. 1 > i. v. i l 4 iCe+: .I53 c• } i` •,Vti`••e- g,. #.5,- -.,cd. i.-L_J net cc.&1? sty 10 oO 1'`+ ~ e^ r-__. t .. -_- ..d...T-.-••--=-:-,----•--..__' ----..._.___ APP T-"fl i' ' _..___....-'-- • rL// ix. G•6I.' - 44 p G.V. T.fr1t907fT1Fy.71J qi V" F NIM 76 IF.l r7L'1x t9 r G$ sA1.H. AVE- NW ,., .=116.68T.F. flC137 J -13" ADS N-121 AVVrf 61 tr FX C8 1lQ1z 0. 2x ' a s11671 j' H1 '.P. f rr r VAN f..-A/N. 7F=111.>1 N10 110.171r1N ., .,,r ... r' _ - - d 9YEr Lb 1 i A 102a tTF'rl1l/6 I f.[.inF 107.,S.r K f.M'S•I « 1 Ft oa f :j 3Z d' S111B 1 0.5%r i llj , r01 N 178796.94 f:»S1 Vtlti ICIb 99 1' I 200127.9 1 ,n-rEJ54 R.GP r 0a 1 5 .t 1 96 i 96-47' TO C.H.D. -' LEGEND f r 'vd-10349 Sw C... _ _ r • Na 99 03, C IRON PIN TO BE SET r I _ ' r r----- r .,s 3 P w EXISTING IRON PIN T I t 2.50 ram, MONUMENT TO BE SET i- x. r:.,n. N .. t 174.79 i b K a3i2:99 a ia1< _ „ 11a - INV- I AIN s EXISTING MONUMENT s1WrCo. xlna4 0+ n I ex15T. 41rav E 200119,24 PSWI U YD#15EXISTINGSIGNNo971IF-iIT1' / EXISTING tJTILITY POLE t__.--" V INv=t 4 r(`j i 1 TF=121,50 EXISTING LIGHT POLE I 1MOE - r -CRAVEL DRI + o , WDEINV=116. 75 t2_ E;sr rk lrat c 1?0__, GRA DRf NV=t16 75 4" g1..rY4N atfi'_4EXISTNGCATCHBASINANDPIPEIP EXIST. SANITARY MANHOLE AND PIPE i It w - EXISTING WATER MAIN Wj x287.3 EXISTING SPOT GRADE l oc tN1roN 5 I r; r 300- - EXISTING CONTUIJR AND ELEVATION I oc1Llr t1.F. 00 _ PROPOSED CONTOUR AND ELEVATION t t11we(15 outlEr 1ae UNIT'NO- 1 t i h 1te.s(6" oR+m) xLIMITSOFINLANDWETLANDSrSHMT23FORDETAILSt:o.w.-t25.5 t`v" EXISTING TREELINE r L.'i 43 H2 TFt 11 ? N{' i j A v=1, .Do I FAI TH C. MAR TIN 9 1 POP SD DETENTION BA N UNIT.TWNO. s N Pp 1 b S 1Y M 178885.eC r N/F 1 I78785.66 1: 200322/15 RBARA A. 85 s 0025't8" w L dHN INV 19 IVIF I' VAN % 20'LONG10, MOO OLA JOHA LANES CA LL AHA N V mIFIED RIP RAP PAD r GRAVEE 5-8NITNo. 3 N 178885.46Sf468 N to.*.1 31 5 E 200322.s8 F-123.5 rHwts.s 0 9 f 3 NV=120.00 15'DRAIN EL.d p TF 24, NV-120J5 FON AP OW IN 116. L F._rZ1.BO SST. Afg4l rF-12.b,;,' PCB d EX15 L i.P. 8SEE- NOTL No. 3 y`+'E-D tj - N ?0. 68 7 N lt$ l I c1Y5 0 U - - f SHr- JOF1.3 TNO. 4EXIST. LP. FON. DRAT TN178183.77 S 0D76'07" W 271.o1' 7 LP I INv" I 8 IfPORTER & CA THERINE S 1% 1- 99YWELL. N 178336.9? f BuktAwc w _ TT•121.50 E 200353 J/ ti' N/FCOLLINSoBE ° 4" ^' '' 12s 4.GRA DM EILEEN D. SCHWFIR NOTES F NV=122.6Go V=t22.001N z 4L (W dE REMMOI&X=123.52 " WV-120.14 QU }t PC6329 V-122. PF 14200 1 STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS I o 15T _ 27.14 ram , 12 114V-12993 BASED ON THE MONUMENTATION FOUND IN THE FIELD. THE O sr a rG PUA/P lit StE R£A/o1gD} UNIT. 4a : 1$ i s _x STREET LINE IS PRESUMED. cvc sE r RE " - _ _ - _• wv.tzs. Z1 j r' .• l PC83 1°ryL, , ' 2. THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE 2.50 UNIT N0. 15 R fxl z r PC815 i YD#4 JF-T31.0 CUT-STONES" FOUND IN THE FIELD AND DEPICTED HEREON dultOr TF-t28 I- INv=12a.5 t5' c 4 N 19.SO 4' T.O.w.-t33.5 2 , TK 12>i.5 ' .I INV-125.25 AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION hNV=1 50 T rvt , - MjV=t23.22 , WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. U r=Q 12a'oo 4" e h061+iIT NO. 16 O.w.-134.5 r 4 Oj1" 1 fr1 ,9 _ "UNIT W. 5 T.O W-+.33.5 1 y ' r TO-w.-I35,A' 3, RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF L 7 mv.f , PARCEL N/F NOLA JOHANNES AS PER VOL. 42 PG, 278 OF THE W 4 i J w r MADE r 1 ! ' ``-- - SOUTH WINDSOR LAND RECORDS. EXISTING RIGHT OF WAY WILL BE GR L DRl N+ GRAVEL ORIYE Ar-19' RELINQUISHED PRIOR TO CONSTRUCTION OF UNITS 15, 16, 17 & 18 r d 8A.d' st yI p N 17t3$7S.83 _ v 3 E 2fIMW.•8' 4. HORIZONTAL AND VERTICAL DATUM BASED ON M-D.C. No. 68038.TF 3I.5 r+' ' u, , _- _' CL,#P. U.S.G.5. MEAN SEA LEVEL tyI t73.t f tit`}c ly O, NV 1.3 rP Afa 26554 _ - AIPb 35 __ c4 UNIT' NO. 6 NV 12t3, 5SER 5. WETLANDS DETERMINED BY HIGHLAND SOILS, INC. AND FIELD S w kt UNIT NO 7 w i ttll TTXPcE Ac r z LOCATED BY DESIGN PPOFESSIONAL. INC TO A-4 STANDARD` W r r 1 a' i'• f,MOON TAlI VIEW ROADOFHORIZONTALACCURACYINTHEAREAOFPLUMGULLEYBROOr. UNIT N¢ SIUNITNO14 J T-Ow=t34 0 THERE ARE NO REGULATED WETLANDS IN THE AREA OF PROPOSED w _ 1,a 1 PROPOSE) 1! w.. a,1 JDEVELOPMENT. TREELINE - 4- G vp 5 Iz PRGP D METI TYPICAL i BEAM RAIL 6_ PARCEL. WILL BE SUBJECT TO A UTILITY EASEMENT IN FAVOR OF 10 VADE 1 j u t y y ' J t o r1M' f C.L.&P.. THE EXACT EXTENT OF WHICH WILL BE ESTABLISHED BY C.L_&P.. GRAVEL DRIVE V= 7 THE SANITARY S D#'1 ADS UNIT 9.-EWER FROM PSMH1 TO PSMH5 15 TO REMAIN A TF=,29.50 ZCY.MCt 35.G PRIVATE SEWERAGE SYSTEM UNTIL SUCH TIME THAT ANY CONNECTION INV-126,Qe 9, ro 1 ROPOSED TKEUNE MIGHT BE MADE FROM PROPERTIES ON MOUNTAIN VIEW ROAD TO PSMH5. 131 s r T)PICAL} AT THAT TIME THE SANITARY SEWER FROM PSMHI TO PSMH5 WILL 130 BECOME A PUBLIC UTILITY OWNED AND MAINTAINED BY THE TOWN OF EXIST.E x!'7.92 3 J i a` SOUTH WINDSOR, AND BE CONTAINED IN THE EASEMENT AS DEPICTED. EMST.( TYPICAL 8 TOPOGRAPHY WAS FIELD 'DETERMINED AND DONE TO T-2 nnr-+m.o - r, UNIT N9'f0 Q` i pD sfF' STANDARDS OF ACCURACY. r.a =,36 iUNITlil0.-13 m, 145.0a MAP REFERENCES:f V-12s. Door ro N/F D, VID C It "CONNECTICUT STATE HIGHWAY DEPARTMENT-RIGHT OF WAY TF 132.Sq i r v i r f 1 a, L NDA S.7- MAP-TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL•-WAPPING INv-f23•dd /'a - 133D L - p ROAD-FROM WARPING CENTER NORTHERLY ABOUT 7600 FEET- rr N UNIT Nb_ 1) IN 128. r BROWN ROUTE No. 194 . SCALE t =4Q% DATED AUG 31, 1933, SHEETS 2 AND 3 OF 3, No 132-03.IL4 t t0' N4 r UNT No. 12 4' 2 "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST A L DRIVE A"'WINDSOR HILL ROAD & NEVERS ROAD-SOUTH WINDSOR. CONN." f SCALE 1"=40', DATED MARCH 1938. PREPARED BY PETERSENJIj / o AND HOFFMAN, ENGINEERS. i 3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAN HILL ROAD & NEVERS ROAD-SOUTH WINDSOR, CONN " i SCALE 1'=100', DATED JUNE 1968, REV. TO JULY 25, 1968. I s; 17ss:PREPARED BY GRISWOLD ENGINEERING, INC.r J X. 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH VNNDSOR HIGH Fxisr iR { SCHOOL AND WARPING ELEMENTARY SCHOOL-AYERS AND NEVERS h.oL: 60' 15'AJS 2 0 4-.3BT o-r N 178882.31i 25 e.o.w-,Sao E 200729.93 1 ROADS-SOUTH WINDSOR, CONN.". STATE PROJECT No_ 132-88-047 EA, 0 ___ INv-14 _ _yle`L3 CALF AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2. PREPARED BY KAESTLE BOOS ASSOCIATES. INC , ARCHITECTS. I r RRr Th Y r' 160 t, - 1, - _ .. -- - y t.i 3<: J Y Ab. 21:Q53 v!...G'--e/i>iz'C/fJ-ri% j 466 f L f .e 4JA)M s:'u>tL E!fl'T€o. Ext3TING utAILA REVISIONS G ry 0N5 A$ 'S tr9WN.,ARE BASED ON AVAILABLE U;• AT!ON. kL. EXr3R G UTILITIES SAOULID GRAPHIC SCALE 660, 7:> o A D D Q SHEET VE F IB;D VfAIfVD'wRI0 TO C0NSTRUCTi4N. 40 C. 40 C l>aG Collins Hill I & Collins Hill II 1 . t g oreUared 'or: EmL_ I I 2. AL '- S ARE TO BE STAKED !N THE F,ELD rof as' n e 6I'Y, 3ED -LAND SUR VF-YQR PRIOR' 10 p 10-08-96 R£V. RADIUS AT R M. 194 10 50 FT. e s s o n a f s inc.c. Collins Crossing L.L.C.1 T19N. DESIGN'RJA ORAW. SRB CHECKED: R l 1 3. TK3 Pt;Ak I5 Ith{IVA4O UNLESS 1T $EARS 1FIE T $-1b-96 TOWN FNGMEER COMMENT$ OF $ 9--96 JAL 1 Inch = 40 t"t. o 131 E, SEAL APO OfRIG1NA1, WNATURF P civil engineers a p,anners surveyors X8 NO. 95-845 DATE: 7/26j96 a 11I1 11 Y 1ffi A v ffi l of TIC Pitt s l©N , rN N Rtslxe m . NO, ©A TE' OFSCRI 77ON RYv 6 sou• So,e:I is road, south w,ndsor, connect,cul 06074 FORA NO: C: 06 95845 84,5 so WINDSOR NNECTICUT LARGE FORMAT ONLY FILE