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97-04P_COLLINS CROSSING RESUBDIVISION SPECIAL EXCEPTION SITE PLAN_SULLIVAN AVENUE
zomqy'diooll�lli n RESU BD IV ISION COLLINS CROSSING • SPECIAL EXCEPTION SENIOR RESIDENCE c T rr Z' TJ T A X1 01 1 L 1 1.0 C1 J.'i DEVELOPMENT SUNRISE VIEW ESTATES 10 LOT SUBDIVISION Rv� OULLHVAN AVIENUTE SOU H WHN'DOOR CONN' prepared by EngineerlPlannerlSurve yor Landscape Architect : CR3, Inc. -j OWNER / APPLICANT Collins Crossing, L.L.C. Nola Johannes, Manager c/o Harold Cummings, Esq. 1610 Ellington Road, P.O. Sox 667 South Windsor, Connecticut 06074 Tel. (860) 644-3473 N4T�5 rrE5[ pRAwINF;6 ARE `ME PROP'F,RT'-! aF UIE9*0 ING, AW HAVE CffN pWfARE.D 5pE&jfV_# i_Y FOR '1.' geMp NA'".*4VA r% tHIS P90,F6T THEY AR- 1OT To DE LoXr, FOR ANY Jr!-V-R P,-Po9L OR A'v Apty or°ft rT-R0N OR MRSO `, WIT-PYJi,R I-Pf w�IT?>=N u ' ON :'0 ►; lWaT'SGN1p-.5, mlc Design Profess*onals, Inc. Architect : Dan Wright Assodates y!�F2K L_ DRIVE SSLLL -14APIN �pURT < ,;rREET o ;Pv'} L WY WAPPING Q(/Y VENUE _ Pvt (PVC" R 4, AYERS ROAD OL SChQh O 50iltH INNOSG+v /� ilu.SUAt.E RUAU . �7 S/rr a �. '\ SMtp z Q ASH ROAD g , -----_-_---1 E STREET �MDE TjPEvR tS cew rEF, WWRS PAAW -T, /! KUPCHUNOS EVE Ito ERP k , C7t1' e6 SHEET INDEX 1 COVER SHERPT 2 KEY MAP 3-5 PLOT PLANS 6-8 TOPOGRAPHIC PLANS 9--13 PLAN PROFILES 14--17 LANDSCAPE PLANS 8— 20 SEDIMENTATION & EROSION CONTROL PLANS 21— 23 DETAIL SHEETS P1--P3 ARCHITECTURALS SHEET 1 rrrt5 1iAtJ 16 WALP InES5 IT DE�r?': "tf-©i i6ftTJR-f Ate:' INFRE56M 6E& 64' Ttr PRLPF SF.iIONR_ ' w*4ff R 144,F EYC i Uj N/F JACOUELINE MESSNER N/F JOHN F-. & CLAUDIA A. GOYANGO17 i 1 RR ZON I N/F JOHN J. M/ TCHL I I 1 I i i Smm*e View Estates - Zolft Data Brock ZONE: RESIDENTIAL A_20_ ^- Conventional Subdivision -ITEM _ REQUIRED/ALLOWED _ — PROVIDED Lot Area 20,000 sq. ft. min. 27,794 sq. ft. min. Lot Wiath 100 ft. min. 130 ft. min. Lot Depth 150 ft. min. j 191.13 ft. min. Lot Coverage 15% max. 6.4% Impervious Coverage 15% max. I 11.2% Building Height 30 ft. max. < 30 ft. Front Yard 40 ft. 40 ft. Rear Yard 40 ft. I 40 ft. Side Yard 10 ft. j 10 ft. Co,Ny &ossingt 0. Zolft Data Bock ZONE: SENIOR RESIDENCE DEVELOPMENT SRD PARCEL C ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area I no minimum 6.23 ac. Net Buildable Acreage • note below 5.37 ac. Number of Units 20 units 20 units Parcel Density 10 units/nba 3.72 units%nba Lot Frontage 125 ft. min. 362.9 ft. Buffer 25 ft. 25 ft. Front Yard 50 ft. 50 ft. Rear Yard 10 ft. 10 ft. Side Yard 10 ft. 10 ft. Impervious Coverage 50% max. 26.3% Off -Street Parking ; 1.5 spaces/unit 2.4 spaces/unit • The Net Buildable Acreage is the total parcel area (6.23 ac.), minus: wetlands and regulated watercourses (0.00 ac.); slopes over 15% (0.40 ac.); utility easements (0.00 ac.); and flood olain zone area (0.46 ac.) NOTES I THIS %DPIV SION CREATES 15 PAR6B-6 GON515TW OF 5LW615 VEW E5TATE5 (10 LOTS WITH PAR6EL5 A & 15),, PARG42I.5 G D & E (WCLLPINE, TtE PETENrION 15A6Nk ANP TWO PI0LIG 5TREETS (GGLLIN5 0ZZ795W & 5LrR15E LN�E) 2 T"5 12"WW6 15 ITE PRGPERTY 6F PE516N PRGI`E55tONALS INC, %ND HA5 NTN PREPAREP SPEGIFICN Y FOR THE ONNER/APPLIC,ANT FOR THIS PRO.ECT IT 15 NOT TO 6E USED FOR ANY ORER RFPOSE OR DY ANY Or"5R PERSON OR PW60,r- WITHOUT THE ©eRE55 WRITTEN PERMK-34IQN CIF DE516N PROFES 0 Nt-5 WC '- THlS PLAN 15 INVALD UAXSS IT BEARS Tt1E ORI61NAL SICWrUF?E AK, lMF7RES5I6N SEX 67 THE PRtTt6610441- f N(AWEER OR SURVEYOR MAP REFERENCE 1. PROPERTY LINES ARE TAKEN FROM MAPS ENTITLED "CADASTRAL MAP, TOWN OF SOUTH WiNDSOR, HARTFORD COUNTY, CONNECTICUT SCALE 1"=100', DATED MAR. 30, 1988. SHEETS 88 AND 89. PREPARED BY QUINN ASSOCIATES, HORSHAM, PENN- ° x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY -OCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD �m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. P 2- ALL UTILITIES ARE TO BE SLAKED 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. REVISIONS i f N/F ' HUGO M. PA TELLY i f f A-20 ZONE f 1 N/F L ORRAINE M. DODD N/F JOHN ! Ml TCHEL L N/F AL L AN & KA THERINE D. \ BOURN i. JAN 9, 1997 roR NEW APPLJCATION __ --- NO DATE DESCRIPTION N/F MARYL YN M 44ORRISON N/F 1ANE- M. HENNE55Y N/F HILLSDALE WATER CO-OP N/f- N� KURT R. RA YMOND SCEERY & MLDE DEM/NG u/I i 011 A / C O/l A r) IDETENTION AREA \ n PO ro N/F \ TOWN OF SOU TH INNOSOR (4,1 Q\ Jt N/F SHERMAN R. COL L INS "THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR 07MER SOURCES OF INFORMAT+ON. 11 IS NOT TO BL CONSTRUEC AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE rIELD SURVEY MAY DISCLOSE." — TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SRe - _ 12882 R y RICHARD P. MARTEL LIC. No. CALLCOC`/N' S L GRAPHIC SCALE 10o 50 100 X0 IN FEET , 1 inch = 100 ft N/F PORTER A. & CA THERINE S. COLLINS r91 -87`;5 �esi n g rof essionals, inc. civil engineers + planners surveyors 1b5 south satellite 'oad, south w r%dsor, connecticut 06074 KEY MAP DESIGN.- SRB I DRA WN: SRB I CHECKED: PD F JOB NO.: 95-845 _ DATE: MAY .30, 1996 DRAW N6 NO.: C: 1 JOB 195845195845-KM PARCEL 'A " 1\ \ 1 I N/F T0A7V OF SOUTH WINDSOR NEVERS ROAD PARK I I I N/F I ROBERT & GEOIRG/A SPIL KA I i IVA ALTHEA M KARUEL/S I N/F ALTHEA M. KARUEL IS I f N/F TOWN OF SOUTH WINDSOR f NEWRS ROAD PARK / `r0 / G 'Op COMPILATION PLAN PREPARED FOP Collins Crossing, L.L.C. Sullivan A ve mue Ne veirs 11mmead SOUTH afilRNDSOR CONN EC'I IC TH' SHEET 2. 23 o � � W ! N 0J75"4J" E EX METAL fENCl POST ! ! EX METAL FENCf. POST ! £X. FENCE P057 t 16 ` CHERRY ! ►NTH WRE ! 0 ! EX FENCE POS Q w� 'K 7 4 W m �i I NOTES N/F PORTER & CA THERINE S. COLLINS 1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS BASED ON THE MONUMENTAPON FOUND IN THE FIELD. THE STREET LINE IS PRESUMED. 2 THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. 3. RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE SOUTH WINDSOR LAND RECORDS. 4 HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. No 68038, U.S-G.S. MEAN SEA LEVEL. MAP REFERENCES 1 "CONNECTICUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING ROAD -FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET - ROUTE No. 194' SCALE 1"=40', DATED AUG. 31, 1933, SHEETS 2 AND 3 OF 3. No 132-03. 2 "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST WINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". SCALE 1"=40', DATED MARCH 1938 PREPARED BY PETERSEN AND HOFFMAN, ENGINEERS. 3,"PROPERT'1SURVEYED FOR TOWN OF SOUTH NNDSOR-SAND HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN." SCALE 1"=100', DATED JUNE 1968, REV. TO JULY 25, 1968 PREPARED BY GRISWOLD ENGINEERING, INC. 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS ROADS -SOUTH WINDSOR. CONN ". STATE PROJECT No 132-88-047 EA, SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L- 2 PREPARED BY KAESTLE BOOS ASSOCIATES, INC., ARCHITECTS ____I 1 L- E K 03y,54J' E 11 i 40.J1, ` = 08174 R = 775.00' IT: 54 70' L 109.22' ! N/f TOWN OF SOUTH WINDSOR SOUTH WINDSOR HIGH SCHOOL ! q � ! ti :O A: ti 10' STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR ! r W '4 ( EX/S7. mcw N 178812 29 E. 201532.83 b q ! ..................... I ........ w ! UffEu 5 B i 01 82.6' ^� o io :,o HS 4' /.��� O '' .. 0320'35' E 132 .......53'. .................. , A:Nj, 1i \ � t S• :rn `` 5 •3?A35- W ;: o : n 3 ! / 130. DRAINAGE EASEMENT IN FAVOR OF +0p / �+. THE TOWN OF SOUTH WINDSOR Z DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR :30 97� ..... i o o �� + S 63-2135' W 5 j 4 5 E'24 R / o3zo'35' w . ! g............ ........s........................... ........................ �1 ��Y %V 60 p j j fj/E pL _ $ n ! - Z ,all ! oW � 7 $ : � 4 i � 5 03'20'35' W - . 03 DRAINAGE EASEMENT IN FAVOR OF __ ___-C- � PARCEL C"_ COLLINSS CROSSING / 4ACNT_ I or F PARCEL "A' ROw ! 190,266 sq. ft. 4.36 a� 2 I w/ EASEMENT I+U ! J � R 25.00' L = 7.13' 20' WIDE SANITARY SEWER EASEMENT p = 917628" r[ P. ! IN FAVOR OF THE TOWN OF SOUTH WINDSOR R = 25.00' I No. 24869 T - 2564' p 88.33'32 L = 39.90" R 15.00' 88 33 S2" N 50'02'16' W N Ot'40'S2" E L 23.18' R- 2500' �. �..91 (i'28". ...................... ... T - 24.38' 31 33 0 = 38.64 240.56' R - 15.00' ' 'EXIST. A/Ov ...... L 23.94' L N 178000.70 E 201881 40 229 27' N 85'12'57" W .....; __ .. L S 10 00 57' E _-�++�.� ..� N 044r03" E 82' S 0140S2 W 10.00' N 04 47 03' f SNE7 Co. �. �.. 1 sN£r co N 04 4703" E 788.48' TOTAL (SEE NO1E No. 1 �� "�`- 2a 47 > No. 3643 Na 364,^ ) SN£T Co co; s +�.�...� N Pf 47 5. 63 " E2 No. 3201 No. 3p57 O --- -- 0 A!N UNK T£NCf SNFT Co. fXTS- T AAOV. - O X 6' Uv - o - -- - - -- - - - - No. J058 N 178786.4J p O -. S 50 02'IA' f - _ E 201901.16 Mf g O b __ NEI/ERS �.Vo.0 ROAD No. 680-W - _ ,- -- - - EXIST Mom EX/ST. JP. -._ _...-.. ..._ EXIST. MON ' w -- - 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCAIIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS u°D .. INFORMATION. ALL EXISTING UTILITIES SHOULD 5 12-97 REV PER TOWN COMMENTS 2 6- 12- 97 REV PER TOWN COMMENTS o a 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 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION N 03754J" E 17792' N OJ754J' E 93 4' THIS MAP AND SURVEY WERE: PREPARED IN ACCORDANCE WITH A-2 STANDARDS OF HORIZONTAL ACCURACY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. SEPTEMBER 24, 1992. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. B- y RICHARD PTMAR TEL 12882 I_IC. No. 39 1 ; 0 64 [ N OJ75'4J' £ - - 123.2' 199.10' 39 0' I 7iV 94' ,r x N OJ75'4J" £ t A,tMLNI ►AVVK OF THE TO OF SOUTH WWNo 7 /93 92' - 08Jr46' ' R - 725.00' T = 54.70' L = 109 20' l I f ' 8 10' TREET TREE EA ENT IN FAVOR -� OF TOWN OF SOU i WINOSOR F I � 5 n. O N v tl`r i � tip (860) 291-8755 GRAPHIC SCALE 1 1 1 40 1 esign FE9 -_ (-- IN IU , I I rof essionals, inc. 1 inch = 40 ft civil engineers • planners • surveyors 165 south sotelilte rood, south windsor, connecticut 06074 EXIST LP, vJ Sk Q F''L�T PLAN EXIST. MOV. DESIGN.- STAFF J ORAWN. SRB I CHECKED: RJA ,JOB NO..: 95- 845 DA TE. MARCH 4, 1997 DRA WNG NO.: C.- 1 JOB 195845195845 - SP LISTING OF MONUMENT COORDINATE POINTS P INT NORTHING EASTING 1 178681.15 201938.35 2 178780.83 201946.69 3 178108.19 201914 90 4 178757 96 201920.32 5 17872414 20164192 6 178484.42 201592.61 -- 7 178009.9b 201718.92 8 118738.93 201388.65 9 178788.84 20139157 10 178787,52 201282 45 11 17882717 201284.74 12 1 78689.91 2 01081.15 13 1/8736.45 201062.86 14 178677.02 201048,36 15 178648.79 201033.01 16 118547.56 201053.53 17 178223.,14 201045.22 18 1-18214. 49 201042.95 19 178171.45 201048.07 20 178191 66 200969 31 21 118226.92 200994.52 22 1 78235.77 200996.79 23 178537.63 201004.52 24 178621.57 200987.51 25 178639.88 200953.86 26 178591.37 200830 45 27 178637,90 200812.16 28 178537.66 200541.91 29 178587.66 200542.24 30 178.540.24 201145-33 31 178590.23 200145.65 32 178515.40 200120.17 33 178615 40 200120 81 INDEPENDENT RESURVEY PREPARED FOR Collins Crossing, L.L.C. S ulfi van Avenue Ne veir§ lik" oad SOUTH WINDSOR CONNECTICUT T SHEET 3, 23 rE POSNtin wRt 28 I (1 5.0 - - I + = 084950 A " »c� I N �- r-� .. �+it.. oN nvkte;rr • rrurTM WaroAOR, (;CMN seers I MIA ca'i Wo, sa4•aat+ EX CONC. L - 111. 74' :1, I99 FENCE P05 Mr, Rttrm Msmatuk EX. CONC•- I ' / EX A/F1AL FENCE EX. BArX'� X -F j E71�'f POST. IOSSolid SaefifssRod - POSI IMM JIAREXDAR Dori a i loess orris. la FENCE POS? Ex ACTALL Fz lie poor PoST W N HIRE Z VenNh Windier, iT 00074 RE: Sunrise view 6statwit:nlina ('rot-loG SRI) N/F ! X w)fi i H w1Nl�voRd T Ralik R= 775.00" ' R 715.t)D X X FPosST rW H R D A 14191 04' 21*49'46* PORTER & CA THERINE S. N/F Der. 1tr. ArsenauW' -- 36.2' -= T = 95.28' O L = 272.41' COLLINS L = 189.61' Q) X __- X - !� DA I/lD C. & LINOq S. The South Winesur Witter Adkhan Craatd Audionry. at roc regular er+tctiira nl April I S. 199 /, xa..� a X `..r A approve rot the roetrtaclion to lM Tnwn i r:.wwsae sysl.m nr a n}let reaaiential sutdivnton and 1'1. N 208, 531 sq. ft. Ex CEDAR EEN(.'L uetit anwr r.ndmd+r devak+pntenl Lao+vn as view ItaataJColliro Croanni SRD a Swhvaa -- -_ - - Pos r rr»+ tMPF ! BROWN Avenue and Nc vans Rao as more sPsdfin:'yw on dnatrtgr eadtkC ' Ceanpihtioa Plan prt�grad :e 4.78 cc. 1 f°rCodrm Craarog, L.LC. $ ullivsn Avenue rind Never Rao Stanh Windat". (bnaa:ricot" by � 6ssiia Pmksdnnala, hoer. Routh Wm in, Co. tnc a. Job Nu 95-845. Shaer Ho 2T£3 dowel May W I 1`1 _ EX '� - 1% r 9ad, revisedlart. 9, 191 and Sheet Nes 6 ilwpoo 13 dmd WN), no rovisi ns. and iubleet to � �- �- J r - t tl JoRow X 270.76' r 16+0 eutLYAN AVENUE aoaTM WIT N�u,7 4satCOMM 06. `.r x lergcosdtiran: I �' X -, Trdmical sppnvwd a the Two Paginmgag fit- ! �..-•� 2 FinadAalhority ada+d v X S 037526" W !< r''' snetcsouteeo ee•as•+ BLJ opera• x. finance of lr a zy iury aoMWaga o9naaetieet wrp Ira wit oAte X C" 5 she newer lino>ua Men intttlled analk+r{isaaal by rho Towo staff. ad hand upon tan %rirteo E X FENCE POST I + R = 12 0 57" -- - -- -- --- - - - +,urtifu:atka+of the Towo v:df rhq saki sa{dmryaee•r Jae wa4 Gslalled fit subagiatlal i x METAL -- - - O ronfermrinea With rw tkrga platy Pravkjlsty pppa9ed by dte Aohwary, aadmoWng di Two tt Nct Posy ` R = 725.60' tNTH WIRE f3 ix MEW �'� Poor 1� T = 82.60' April 3. 1997 nRulaan,s �wl.rpgoptiiue re III .p Pit Nkan nlsdegto Parallary sa%.re c.r,trnulen. 1, L = 164.49' 5. .vt esnaaeanl m a foen acapabM w don own Attorney Ault III efatead ra favor of ate Town of f 1 ( L. I2_.. - ( MAIL cuwh Windsor for en short seam vd wnrts+ounuv .swet lime adjacent to Havers Road 1 !Collins, Crossing LLC' h Nola Johannes, NaasRer r r arer apptow. react oust to vupsr+atpo eon Ure ti owl rpprovG Mars., \ • X � E u O Colli CENTERLINE TA: FENCE POST uo Harold Cummings. sq `�• •'• 0 = 21'49'46 1610 Ellington k,rtl verily wh yw,nI --- - - - -- - - - ---- ---;' otdSIh wrrwrc. ("I 06Mi L = 285 75 r FENCE POST } Dear Anornev Commlriv 55 0' f A = 21-49.46- �. r \ EX. CEDAR WREIn C'arirto. Cluinara• \'!" R - 785.00" jr£NCE POST Re: Apo 997-17P• Sunrise view Essmes/Collius Crossing SRO Water Pogution Cw,rd AuFioney � L - 299.08' I ` EXIST. I.R. At the April 1947 r�e1ar merti genes \ N 178862,311 p^ rW em lfInlandWtinscu , /Camuvnk+il(wrPlum( Ppy IJC rt � applicstioo f97-37P. A/CC apprmal for the rnrntnreiar of a stream ,ins ng over Plum y E 200729.93 d - O Bmok for rnad ail uhhhes, and ,uomi warn dmiaric associated with the proposed conwwtdon of a Ce: Marthrw Gill". Tosn MAI ills _r \ X CHAIN LINK FENCE Savior Rndrvu Dcaelopmrs, A-20. RR, and FP 7."ors I Aasrum , r sy9, ;wmcl 23) a damn on Mk`II J Ciawi `k, Verectortt Pu01ac lvprta S 037543" W S 0375 43" W S 0375'43" W S 0375 43' W \ Wham prevrred by Lesrgn Prdessroor:. Inc ,lab Ho:9�be3 and clued 3anun R, 1497 This approve, Jerry Wasson. Town Esgisoer f s a subject to ton bllr.wing cnrx7atans Manna aslialt, t 4WIlts' „t lrlaneag 130. 00' 130. 00' 130.00 • ;. . 10239' i g John Co4in.. (1+eI I3rrWnp lespeaa ,. L One bhwprmt copy of rbe entire set of plats and this least reprodtrxd tI... musi be submitted %tan. `lfJrndA<11 5aC }:lKf. rNr 1 0I LOUT" aw+nrOWR tXNdr OaD1: \� a,aa Coo[ 00, M• n,+ March i3 '99� C.'CnRiU*W) MAIL iioBfwC,talssia4 L L,c' ro Aatotaw dLraN R Casroatpa 0t� tannin Windsor.1-1 (4014 Dear A•ssnev CuaenioI ReAppt 97�1aP, C'cyl a Caotseag 9pad 9XIC rust to Al"I 4 5w Pas a 17nvt1apalnat We are pleased rr Saville you ;ton the *bum# A Zortog COMML amn wand A Mrc•A 11, 9!r M appraw wah mildirrcatinra era 3Mve4e&mmd ajjpikettbu flr a 3V EncYpw so, Atdele 4 : 12 to cmft a 20 mat lemur Reodm:mL Owe VoW and Sloe Plan or LleVe, F el I - prolassy located wtsrly of SURVait Avon ruse wanriy tiiOaat Never Road, A A RR, and ET taros, as shows re p Rot Wei Alec . Ivl+ No. 93 W ad ow ►iltbr 30. 1996 olds improve) 1 Ps to compeocermo of ass ale we& a ta�eetung was be hew with Taws %a 2. Ne writing pan" rle be loved told the WeAn wile bona ailed a Oe Town CkI s tl::ia. 3, de w, a a vilI of the hilaed Weep* t Ant rwttak is agwed prior as rswrasce ,. Cirafkaw df Oocvpaasy pat S.eaisa . ai. Io d ftZaam t�est+ada■a 5 FoeaeR drsift arc separed it de wwlog IIIa basement 6 A landscape bond in ere staletant of><2,M w F49aiE W and WMK ba.arboMMed print ere "ft of T. AD puts used IS lit: ride bs or dsv<l.pY sees III dt a nap are arYealld slgtlfirt as par �"�Town of SOW& Windsor C�s.�'s�rw,lk .son w e:..rat1 Ntv.a R°wtn de tlenw a �t� �t oak �ee�r :«r. the Bras Raaadnnae _ ao aY1 a+a)or iacr� w ie ana■raart� Canna ovROW Nell tss Fmiwwwg monition on rle usawe 6w FvW*wy s. eve, none lit Tines Eagleson to for Daeow of Pktwq aaaa be Wdseasad so III T°am Eagruatr's ■no&miw roe ndoaad t aospura tam ow inn wwpkw and fund as the Tsaw otew,t argot Tar specie .Paw. Glue erRct epos fining, 1 BIaN and wipe aerpinw asyars of SiWt 115 tar above nodoummm, aog+t+er withthrca blttgSiMoeptes of rip atone ant of par swat 4 a rat tJwwsareea s itih 30 days a be tiantPei and agaet. Tin terrier of agrrtaa.t tf t1�Caratiaaios,raar w rgtcdwrae as sit atyi.a. ARW vansyar: Wave woen�g• 1r se Ctrtrasnisc lacy wit be naastrard ro y+ra kr flEip la tie tlloe tfdsa Tbwa Usrt wlwh 90 days A An l U ai phis, a cots ofsae ruotlitt mot be sebra ted m tie Ptwedg DapWuare vaq Rely yasas• P1ANIOM A ZDNM COMMiSSM Rates A Cates, Vita; chlik ur I \ to rho Commission, Tina wt•t be completed within 65 days of approval prior to any o tmorwix \ \\ 12" CHERRY aaivtty on the aim \ 1f1 TFl W?RE Z ! 2 Construction aairhiet shall he sabjeet to the appeovai of tk Town Fmgijuacr. CE _ £X, CEDAR 3. The 2ppliicaucm slur iwawniry and bold haollide a dot Town of SoaI W!indso &sum am liatmay • %. 4r use FEN POST \ + \ (:DE-DAR £XxWRE 6F EEX CEDAR FENCE POST 4. T1w h3cb rmit u validftr fifive linot rezuk firvel the dsh�IL�re °n A it 2 . 1t CE pe yam cop, pr . M102 1a btsm IWA/CC's paiioy roc ndiR• ldowtl'abf �Fbxewsr,itistheFENCE POSTS\ 191WOw'ef(s)!WPtlkMis63 dates Q"&V loved tw lord tend no* the Commission of a \ X __. x FENCE POS? �K Y P� W x 42,810 sq. ft. I EX. CEDAR s. Au approvals required rennet be tbwrea and r;ei>wdtted prior t, any actia;ty on tt>e tee. 1 I I ,'A IZ' 0 X 0. 98 cc. J FENCE POST 4. A comma person stall Identified on the pact. C L. & P. 7 We raonme °d a bond m the amount of SI0 p00 to be ssbeminW to de sold Zordrra 0T48 42" ,{ �y T / T No. ?7953 C:onmiasion ro ensure corrpha°a vnth die Erosion ad SNaooklim mM Meswres I R - 775.00' !► EX. CEDAR T A 52.91 ' / rTNCf POST 14 Association Bylawc owl, include a btertaafU msissextotaa rod waineaarx Itedele of sedime,e F INTH WIRE L = \05. / t bants and mainwramoof exisfsmg�nmcz str awdr lll duk tult bbe earned out. May No rwrwe urpoeaiom nn:l 9 Limitsof disruebasxx in Phan 3 to be :narked in tic field. �1015 • E / I I I I \ %\ / 21�T' N 29 / 10. Culver. crossing and III crossing is to be done si.•nuWaeooury A Find plwuags"be srpsvwwl t>~ rim Zo Vwetlanda Entracmam fwcr I m I 12 suwir,tiai of ahtolders. aaaoc.atee with tM entry way traits sour W. . sha11 be mnchad aw ! 33, 8B5 sq. ft. I 3 I I ( ,� I seeded within seven (7) days of mesa Ong. 0. 77 cc w ! 13. All condlittm of :lee algsovai to the vAWy crdaiaeg droll apply to *,A ton EX NC4 POST ;s pp 36, 865 sq. ft. iN 11IR try J( CEDAR 13 A revsaoe W doe filW pram siW bt node t rt shows a 10 gnvd read. to the two hex,, N 0. 84 cc. I I I C� :F.My POSTS xdamew rJramber baaar, coasovaod in Tow° standards Zt I 3 3 n \ _x CEDAR vm tMY 1-- I AEN P rS •) ENCE POST ���p05�of w I N a\ 49,982 sq. ft. c£ Os MLAM WMANDSA h I m O \ 1.14 cc. tort VATION COW 11191ION wevent. 1 I ) Or � I I G•.L� 4 �i_.(L ,' i 42,713 sC . ft. �' EA 'pO1e 0. 98 a, C. i cc C'bwf 9stwiag anrKisl 38, 554 sq. ft. I \ ° " \ ' owls J� ll"M g ca�i.rM` { 0.88 cc. ;tw 17eargn PratersrottsN lac- e 1 °,� •. a. 1300744' ;ate ' a• \ ! y,• / = I a. R = ar5. AO' \ I I era' ': a. '6'\' tom. Z N _ =) /t}lUl'f, Dim St7Gt>�{t T = 1 am' '�•�' ,D �� O. N - rvto St7u.+vA"avt:retrE sn r" tr"n•o. u•.. / i o = 1001N100 ` `ap`•. `^ \ ( aMia COo6 em -.« L - 124.91, A - V 137D 37' I I -''� R - 25100' R - 55. 00' I r - 29.79 T ' 0`? s4aci i3, 1997 - 6.43' __-- '� L = 4,163' � m L L - 12.81' I C MAIL_f 24 \ I ors Aaoraey Harold R Comtnliar d 4270 i3' �_ P O But 6b7 Rod ' 9./4' us* w■dsor. CT o6C:.t L = 44.34A - 0878:38' • W I Dar 4tnrney CuAvnkW o 0679,11"R = 675.' = 23 � R = 675.010' T - 49.04' N c Be Apo 97 t1sP. 9awet Yew EMaec Aearbdivision EX. ut Af i` T = 3875' G = 1112311' L 97.90' s' 2 a We #M P� to arkiK you dot de P4rwng et Laing C"omm•sioa voted ens Mara 11. 1497 to FENCE POS ; k r Q 2. R = 67A t70' + "s J wadi tttodni:exretns de be, r reien Seal fora to c(eae IO Was ad 3 *�rar L = 76.41' o b alip•re Wkw A °n Bmtsbdiviaio�t N 0375 43" E u E T - 65.31' i q r ors ds on 19 39 icier. A ZQ aerie x satyr, as pYWs prepared by Dtaign lac. L 13022' • Joh ern ".$45 and dew may 3P 19" Tt,s apprtwat s sublet to doe ear ` emdiRear.oea to -`-' � f•--_ - O Z 9" E i 5 I TAnapprow� a'ar )e) Iq■. mrrbered t iirurglt 10 , 5 11-2\ I ? Concrete sWrwaihz h00: so Town. spetifkantlea shall be :awned on tar o' an Saw 5041 FIG SU 1p3.18, R = 500oY1" �/�/S -- R = 7�D0• ••, 4 I . ! urat..n,r �td�nrrttr�tidn for r>~.a�t,�„len rrtnt;.et w ,ppa.•r fawn>,rgt� i•nciew.a F lA - r = 20. 98' `'• ' `" 4 All Inv shsil be ser„iet d yy the Taws of sows Wiadeor sartan' wwtr Av and ant ;>, - w Ter+° r X. ` n -• 2o»t go' + _ --- L = 34.91' 3 the approval of the Water Potition Comoi Av*otm- oAtf3,_ __ LANE �, N A of�,a = `.�'.:. .. s Jf 7,3 1 s v w \ s watts dint be apPlird o cis aaadi elm sJ the prhEr waatr SYperittNet Of PaM■ar C m" = A = 1217246 w 5 Strew ligidag ahnl be mantled ew allow. x awmaWati, and w cYde in srcos*w= with Prafaaeinsah, lot �yJ ! R � 9 6J. 0 = 34 51 41 " 9 Jf R - 725.00' \ irey ed lit Tosn Mwata Scree tlprtiR u o be wisY ife Cb+ef of O L= 116.36' R s 60.00' T- 16.56' Z ! L a 36.51' A - 1OJ554' L = 33 f5' = 1737 54 " � � \\\ I Z 7 t o n a Sostd hannark wiocationst any ,t kywom � ooilt)wrs � 9 ie i W fib�v t ,J . an ltJ 0 = 0778S3" R - 725.00' R = 725100' �� `\ m r� poaW \ - ! confau w wd list smadar& of the Tova of Sosrh Window, x too c see ti de Town NOTES: LA-5 I R = 60 00' T = 67.25' T = 80.24' "�^ \ ! 8 A liabrhry Sinnott po1I call be wbwttied to tan Comwhomm sal tie Town of Sowh r - 3.92' L = 134.11' L 783' L = 159 84' /� = \\ \ I wnrdtr nas at wtin a Lomwmd ssgse lmrk /er bows :suns dr property oarnare V a dtc aawust of $1 OX1,.000.00D 1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS 9 Uis appllation is sui$=to tie afndafous of appso.ai of 1Ye Insisted Wellsods BASED ON THE MONUMENTATION1 FOUND IN THE FIELD. THE iV -- _� 1- __ AgaadyicdWervauOiCaieMiaiOs p oo N I -- --- '� STREET LINE 15 RESUMED. 10. er.,r to °nn:nttrriietmt.t at ally a.t warr. v prtw,.e.aton aaearag mw: be win wii Tew,r stir. If 11.11 ply used in tie floe by tit d9veleper m m bar *a scamp and sivissio ne of tie: 2. THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE i ( `- \� o = 244s'04" Town olSowbWimlaor. "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON I ' \ R it An ..xrera far c°awrwoo• re urMs )t rust user AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATiON LV L = 9' i� itidie,pwovrof+It,aanw�e+a` .i+�aes■eetnd� WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. ^ I ' -10 STREET TREE O ,I 5 set „Par ,P.ra, Palle ttnPtd�awv aw rust bt Prtara rar,tae Ion I \ \ apprepriac. to Iris Cstroissiea YJrar m t'Ming Ot aa1 Yriiroa of psr■its. AY I 1 EASEMENT IN FAVOR Two accepnrc a ri deed• terra a iaantordaeoc will de psis far ands eta wwt w 3. RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF �* \ OF THE Towel OF t PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE cot W tePdgrapheai.P, �, siw or s<rey +«d>rsr Wet m eieaatsdivfa.a. 3 2' SOUTH WINDSOR t 3 ut o gi dra ns asp spatted for tin hair Par ao tin OVIMk adaay Ut in err a bt• a SOUTH WINDSOR LAND RECORDS. ^ I t N N 1 A 24.48'04" \ aww.rgprtgtrtn�.n.n..Itverai.ca.eu locaUD antfaoft No�rlg�p�patnm I I wul be issued tor, use 000burt. Nor'kvataonn and bcition O TOMaK Maus it itltrl (n i R 715 00 approved tq the Towo �. ! b /� r N w - ► L = 309.49' A = 1643:W' 4. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. No. 68038, I tb I ao N w (A, R - 775.00' 14. I( for soy ress", fantkd grading and ataer mWVidsd w wt went n bompleted. tie t•wr z t0 o, �, T - 11-T 94' Estgwocr ,Sall dcse Shea tart asds•t d a terser hoed ro alma rend and etc work. This U.S.G.S. MEAN SEA LEVEL I h ( ro I �, ' 42,131 s ft. = 1670'1T I t>�r. EX FFNCE POST q V = 723 00' L = 226 25' Cara bond +now k serhra•ed prior tott,an•cr of , Ctt:if ale a 0. 96 cc. I 15. Queasily esn-mn mot be arwraee a the fewal Lana Ian tw aautd-4 tome for ens purpose 5. THE INTERIOR PROPERTY / BOUNDARY LINES ARE ORIGINAL SURVEY. RL 27,794 sq. ft. _ 1��; ofoama,angWmh';ions(.ding. and all bonds "Ibepossedprior sgrui%die jawas THE EXTERIOR BOUNDARY LINES ARE BASED ON A FIELD SURVEY 0.63 ere. I I 35,326 sq. ft. rrrstxvrweerewrnemrtalaeraetsnlfor s°.eyeas rtlm.l trout "rat,rtriand CIFENCE POST ' saw Lm dl eat t,wa di ,aa�rlt+ err , y�y h as ,nr�T oe.pitoan tat dt stye tt. If a TO CLASS A-2 STANDARDS OF HORIZONTAL ACCURACY. ( 35,310 sq. ft. site0.81 cc. , Letter ofeteftbwmbeen rixaved.Wris30days, befntedw dte.tbt 0. 81 cc. 1 '• � N�4 � DATA. Cattwtrsion way, at iu opitn. call tie Lama ofCteeFa itis holding. R = 750.00' 14 A drainage "noffsw fee Inam Oic oet a "W shall tJe wbmmd W Conwirbo i L 324.64' 17. No patina win be bored ussul 40 srleeifadsaW save bona sae wit. add de fund I 10' STREEI� TREE , ph s he ve hem filed b tat Tosva C lays oRloe EASEMENT Ill FAVOR - I OF THE TO OF , is FJ�ir°erytg eeuawena coawittd in sec aertro dated ltbrrnv 5 }997 the Taws . MAP REFERENCES: SOUTH NAND OR ; I > to Manger Borate. otrila ,r or Planning, raK, is addressed bt Town >=. 1 19 ReadaOy wiI xt regdn0 to be 30 tent, it aaadaas warn r Newt rod *wAmrfs. 1. "CONNECTICUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY tt Bind W %hare Wsaspteo sass of Shinn 3-5 vex the starve wAAkhoao$w with doe srrpratztoiranrateerresoof wammbeatsnnwrat°ti. somyamlrt MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING - j P nawped..arg=d �"'etas°rapproratattRsCowain>,or.lead Ageael:Geaaeraaiaa Cbwwsian oar ..a: u wPe...s,I ba rrprodreed on me auylars ROAD -FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET- ! �� Afletienyw4rsaavaoarns.ppeeeep�yyaie°owrottcitm,0erwellte rnrrreedae forfi►iugtaalse ROUTE No. 194". SCALE 1"=40', DATED AUG. 31, 1933, SHEETS N 037543'E 130.00' N 037543'E 177..92' N 0375'43'E 199.10' N 0375'43"E 19392' �'i N 0375"43"£ Aferdae:eav to beenark Jsedby 19"bec AnoM,aoVaeplec,occupy nhesat4iipi,ark ` nrenlaid to aw Plasteg Depa°tua. 2 AND 3 OF 3, NO. 132-03. N 0375'43" E 700.94' �i 40.31' vary rah Yawn, 2. "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST o = 08n42 - P �lelfJJ(1Qzo*rrNa.,�.u-wssKlk WINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". I R = 77500' SCALE 1 "=40', DATED MARCH 1938. PREPARED BY PETERSEN T = 54.70' Fran A Cow, vtee rraars AND HOFFMAN, ENGINEERS. FEN EEf oST _ _ L = 109.22' a: Town BePa"R (]hind Bwidrag gtStaai " t iS' E rF£R PLUS A 10' S7DE YARD °r �1 wVe1°1 3. PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND I - R = 4.70' FT = s4.7o' HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". I - L = fo92o' &atr,essMatago,ldb■dnfBdmadoe SCALE 1"=100', DATED JUNE 1968, REV. TO JULY 25, 1968. I 1?algaPrafersionak.ftc PREPARED BY GRISWOLD ENGINEERING, INC. V. A,' PARCEL �JC I i N IF ' I 7 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH " SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS COLLINS CROSSING _ I TOWN OF SOUTH WINDSOR ROADS SOUTH WINDSOR, CONN.". STATE PROJECT No. 132 88 047 EA, I 271,47J sq. ft. __ SOUTH WINDSOR HIGH SCHOOL SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2. 6.23 cc. _ _ -_- ! PREPARED BY KAESTLE BOOS ASSOCIATES, INC., ARCHITECTS. I I + 1 x UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS IRIS MAP AND SURVE t nE PREPARED IN ACCORDAN WITH A-2 STANDARDS OF � _ RESURVEY PREPARED FOR SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 1 5-t2-97 REV. PER TOWN COMMENTS HORIZONTAL ACCURACY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS GRAPHIC SCALE ■ - J.�DRVISION P7 AN / PROPERTY 8VJ"°' �j n^y INFORMATION. ALL EXISTING UTILITIES SHOULD _ AND MAPS IN THE STATE OF CONNECTiCUT" PREPARED AND ADOPTED BY THE ■ BE FIELD VERIFIED PRIOR T CONSTRUCTION. 2 6-12-97 REV. PER TOWN COMMENTS CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. SEPTEMBER 24, 1992- 40 0 20 40 80"'LAMCollinsC1'or5S112 L.L.C. �.�_ I I esign PLOT T g, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ■ ■ Lr 3 8-15-97 ADD CT, WATER COMPANY EASEMENT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN FEET) &rof e s s o n a I s ' nzX BY A LICENSED LAND SUR YOR PRIOR TO AS NOTED HEREON. ■ ° e,� CONSTRUCTION. 4 12-18-97 ADD APPROVAL LETTERS FOR FILING/EASEMENT DNA. � � DESIGN. - STAFF DRAWN.• SRB CHECKED: Rt/A ����Il�°�� d�.������ � ����IP� �®°�� 1 inch = 40 ft 23 u LEss 1T BEARS THE 12ss ■ JOB NO.: 95-845 DATE MARCH 4, 1997 3tr THIS PLAN IS INVALID ALID �`r .n ;, N r. -:?r -- --- -- - - rlfs NO. DATE I DESCRIPTION BY RICHARD P. MARTE LIC, No. DRAWING IVI C: 1`JOB19584511195845-SP 0%,Y ����� LEGEND o IRON PIN TO BE SET EXISTING IRON PIN O MONUMENT TO BE SET ■ EXISTING MONUMENT v EXISTING SIGN EXISTING UTILITY POLE EXISTING LIGHT POLE = = EXISTING CATCH BASIN AND PIPE = EXIST. SANITARY MANHOLE AND PIPE - w -- EXISTING WATER MAIN X287.3 EXISTING SPOT GRADE -300- EXISTING CONTOUR AND ELEVATION -f-2M-- PROPOSED CONTOUR AND ELEVATION ' LIMITS OF INLAND WETLANDS (' r EXISTING TREELINE N/F POR TER & CA THERINE S. COLLINS NOTES 1 STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS BASED ON THE MONUMENTATION FOUND IN THE FIELD. THE STREET LINE IS PRESUMED. 2 THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. 3 RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE SOUTH WINDSOR LAND RECORDS. 4 HORIZONTAL AND VERTICAL DATUM BASED ON M.D.0 No. 68038, U.S.G S. MEAN SEA LEVEL 5. TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO T-2 STANDARDS OF ACCURACY. 6, WETLANDS DETERMINED BY HIGHLAND SOILS, INC. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC TO A-4 STANDARDS OF HORIZONTAL ACCURACY MAP REFERENCES 1 "CONNECTICUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING ROAD -FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET - ROUTE No. 194. SCALE 1"=40', DATED AUG. 31, 1933, SHEETS 2 AND 3 OF 3, No 132-03 2 "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST WINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". SCALE 1"=40', DATED MARCH 1938 PREPARED BY PETERSEN AND HOFFMAN, ENGINEERS. 3 "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". SCALE 1"=100', DATED JUNE 1968, REV. TO JULY 25, 1968 PREPARED B'r GRISWOLD ENGINEERING, INC 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS ROADS -SOUTH WMNDSOR, CONN " STATE PROJECT No. 132-88-047 EA. SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L- 2 PREPARED BY KAESTLE BOOS ASSOCIATES, INC , ARCHITECTS - i '�i�- } �gG 'sag A f ,- PARCEL r "COL L INS CROS��G>» - 2A473 sq. ft. 6.2.3 oc I 't 16�Cf2`RRY T_ t417H WAR£ ` J r 4 1 2 I a JI I 1 ml � I r t IPLUNC POOL i 1 � I T 1 O 6' WIDE PLAN W (SEE LANDSC�) C.V it WiDE 8I0-FIL7, STRIP 1 CATTAILS O.C. Y � 9' WIDE RIP AP - WOE Q3 CH AN ( I - - PnDrbam 15* LO"G _ - - - ruArlED AP-W ` - - - PAD AT 90 OF EMTCUTLET 1.3.79N..- 4SWI .. £SAIH T.F.=15293 �� TF=157.00 TF=140.96 S 8' P,V.0 S L 114688 8LPP.V'C�. _1Y52,741 FL.=140.96 �� � � 1 1 - E.SA1.H T. F. -148. 73 FL-140.33 a i 1. UNLESS OTTiERYtASE NOTED. EXISTING UTILITY REVISIONS ON I LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE IQ W 5-12-97 REV PER rOWN COMMENTS INFORMATION. ALL EXISTING UTILITIES SHOULD o U BE FIELD VERIFIED PRIOR TO CONSTRUCTION 6-12-97 REV PER TOWN COMMENTS, 2. ALL UTIUTIES 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. NO DA TE DESCRIPTION GRAPHIC SCALE 40 0 20 40 80 ( IN FEET 1 inch = 40 ft EXIST. LION, L. C H. \ T.F=160.30 " F..LM=156.96 \ F L. out=157 05 8' P. V.O r.f.:T.F.=162.79 FL=15359 (860) 291 8755 esign rofessionals, inc. civli engineers • pianners • surveyors 165 south satellite road, south windsor, Connecticut 06074 , k17`.51 N/F TOWN OF SOU T H WINDSOR SOUTH WINDSOR HIGH SCHOOL 1 \ 1'/U uAr%.1*TL, sn.�,61 dL Pot1� PSMH5 1 ii= i b9.26 INV-153.78 I EXIST. A"V 178812.29 tAI E'20J532.83 I 1 1 e/ I f OT It lQ 9' �2/ ;I a 1-:4 PROPOSED GUIDE RAIL PSMH3 TF=166 43 INV+152 00 CIL.& P. �No. 24869 h tl n n Y 11 CB 54 . 8786.44 W r Co. STRUCTURE NUMBER TOP OF FRAME ELEVATION INVERT ELEVATIONS STRUCTURE TYPE PCB t 115.90_ 112.50 TYPE 'C' CATCH BASIN PCs 2 115.70 112.24 TYPE 'C' CATCH BASIN PCB_3___ Cs 4 rP_ 131.00 129.00 124.50 (15-) 125 25 (4') 125.60 (15-) 124.85 (4-) TYPE 'C' CATCH BASIN TYPE 'C' CATCH BASIN P68 5 129 123.49 _ TYPE 'C' CATCH BASIN PCB 6 125.75 120.38 TYPE 'C' CATCH BASIN PCB 7 PC8 8 PCB 9 PCB 10 PC9 1 1 1133,20 123.50 t25,60 123.50 132.50 120.00 (15-) 120-75 14'1 122.00 IN �TTYPE 120.14 OUT 11978 125.60 (15-) 126.30 (4") 126.25 f 15) 127.00 (4-) TYPE 'C' CATCH BASIN 'C' CATCH BASIN SEDIMENTATION STRUCTURE TYPE 'C' CATCH BASIN TYPE 'C' CATCH BASIN PCs 12 131.50 125.10 TYPE 'C' CATCH BASIN PCB t 3 t M.10 12550 (15-) 126.25 (4-) TYPE 'C' CATCH BASIN _ PCB 14 133.10 123.84 TYPE 'C' CATCH BASIN PCB 15 1128.70 124.75 (15') 125,50 (4-) TYPE 'C' CATCH BASIN PCs 18 129.50 126.00 _ TYPE 'C' CATCH BASIN PCB 17 126.75 12132 TYPE 'C' CATCH BASIN PC9 18 133.50 v-- 129.77 TYPE 'C' CATCH BASIN PCB 19 133.50 1127.50 129.50 TYPE 'C' CATCH BASIN PCs 20 143.50 139.77 TYPE 'C' CATCH BASIN PCs 21 143.50 - 139.50 137.00 TYPE 'C' CATCH BASIN PCB 22 152.10 148.22 TYPE 'C' CATCH BASIN PCs 23 15-2.10 148.00 (IN) 145.30 (OUT) TYPE 'C' CATCH BASIN _ - PCs 24 162.50 157.22 (15-) 158.00 (4-) TYPE 'C' CATCH BASIN PCs 25 162.50 157.00 (IN) 155.30 (OUT) TYPE 'C' CATCH BASIN PCs 26 PCs 27 175.60 - 175.60 170.44 (15) 171.20 (4-) 170.21 _ TYPE 'C' CATCH BASIN TYPE 'C' CATCH BASIN PCs 28 PCB 29 174.50 173.20 169.63 (15-) 170.40 (4) 169.22 TYPE 'C' CATCH BASIN TYPE 'C CATCH BASIN PCB 30 173.20 168.97 (15*) 159.75 (4-) TYPE 'C' CATCH BASIN --- - _- - - PC9 31 171.70 168.25 (15-) 169.00 (4-) DOUBLE TYPE II BASIN PCs 32 171.70 168.03 _ _ TYPE 'C' CATCH BASIN PCs 33 172.50 168.06 TYPE 'C' CATCH BASIN PCs 34 172.50 _ 167.62 SEDIMENTATION STRUCTURE PCs 35 1171.90 168.92 {157 167.50 (4') TYPE 'C' CATCH BASIN PCs 36 170.50 166.42 _ TYPE 'C' CATCH BASIN - PCs 37 170.50 _ 166.20 TYPE 'C' CATCH BASIN_ PCs 38 169.60 165 31 TYPE 'C' CATCH BASIN_ PC8 39 169,60 165,09 -` TYPE 'C' CATCH BASIN W/4 Fl. SUMP PC8 40 161.00~ -_ - 153.60 _ SEDIMENTATION STRUCTURE PCB 41 160.80 154.92 -- DOUBLE TYPE It BASIN - PCB 42 160.80 154.70 DOUBLE TYPE 11 BASIN_ _ PCB 43 1b1 79 155,52-_--� TYPE-'C' CATCH BASH t PCB 44 162.50- 157.85 - TYPE 'C' CATCH BASIN_ PCs 45 162.50 --� 157.63 (15' IN) 155.86 (15" OUT) TYPE 'CL' CAT(2-i BASIN PC8-46 PCs 47 164.84 -- 164.80 - 157.87 157.65 (15-) - _- 158.40 (4') TYPE. 'C' CJ1TCri-BASIN TYPE 'C' CATCH sASWN s_ F; 48 166.76-, 162.44 IN _ SEDIMENTATION STRUCTURE PCB_49 - 160.84 OUT 162.66- - ---- TYPE 'C' CATCH BASIN TYPE 'C- CATCH WIN - 16636 PCs 50 PCB 51 - 167.60 18510 161.94 W 157M OUT TYPE 'C' CATCH BASIN 61. 125 _ -- _ _ SEDIMENTATION STRUCTURE PC6 52 PC8 53 t 65 10 161.47 __ 162.20 - - TYPE 'C' CATCH_BASIN TYPE 'C' CATCH BASIN_ - 166.00 -- _ PCB 54 166.40 162.70 TYPE 'C' CATCH BASIN YO 1_-� 164.00 15728 YARD DRAIN --� YO 2 154.50 _ - 148.28 YARD DRAIN YD 3 -- - 15450 148.50 _-� YARO DRAIN ~- YD 4 182.00 158.00 YARD DRAIN YD 5 148.50 145.04 -- YARD DRAIN _--- YD-6______ 145.50 140.05 YARD DRAIN YO 7 138. 00 -_� 131,50 -- -- ^~ YARD DRAIN YO 8 _ 131.50 - 128.20-- - YARD DRAIN YD 9 1 3050 177.20 -_ YARD DRAIN YD 10 129.50 -- 133.00 - _ 12322 (15) - 124.00 (4") 128,90- - YARD DRAIN -- 1 ---- - YARD DRAIN YO 11 - YO 12 _ T31.50 128.20 - -- - YARD DRAIN YO 13 ` - YO 14 -- 150.25 142.50 - 143.00 136.00 YARD DRAIN - YARD DRAIN - YD 15 132.50 129.00 - - _- YARD DRAIN _ YD 16 129.50 126.00 - YARD DRAIN YO 17 122,50 119.50 (4") _ DRYWELl� - --- YO 18 121.50 119.00 (41 ^- DRYWELL YD 19 121.50 116.00 (12') - - 116.75 (4•)-__- YARD DRAIN ��- YO 20 -_ _. 160.50 156.32 YARD DRAIN YD 20A 163.00 158.72 YARD DRAIN YO 21 _-1 155.50 - 115200 (15') ____ YARD DRAIN No. 3a59 q I ON To - - - TF=16743TF.=161.71 7f =1680T f =168 02 " E w _ - « = EXIST, A/QV. y -_�_ ' 's v"C E S. M. H T F. =169 36 £X .BED• 5 rRUCTUR£ TF-16966 TOPOGF;APHIC PLAN DESIGN.' STAFF I DRAww. SRB I CHECKED: RJA �/08 NO.: 95-845 I DA TE. MARCH 4, 1997 DRAWNG NO.: C.• 1 JOB 195845 i 95845- SP Collins Crossing, L.L.C.Sulfivan Avenue Neveirs Road SHEE 6 23 LEGEND o IRON PIN TO BE SET • EXISTING IRON PIN n MONUMENT TO RF SFT ■ EXISTING MONUMENT >T- EXISTING SIGN EXISTING UTILITY POLE EXISTING LIGHT POLE = = EXISTING CATCH BASIN AND PIPE = = EXIST. SANITARY MANHOLE AND PIPE - w - EXISTING WATER MAIN x287.3 EXISTING SPOT GRADE -300- - EXISTING CONTOUR AND ELEVATION [0-} PROPOSED CONTOUR AND ELEVATION ' LIMITS OF INLAND WETLANDS ilYYl EXISTING TREELINE SNET Co. vo. 96 PROPOSED CURBLI NEW CATCH BASIN NEW BIT CURB (TYP NE TYPE 'C' EXISTING (URBIJNF (TYP ) T.F.:111.85 INV:108.28 OUT PROPOSED CURBLMIE REMOVE (TYP ) FX. C.Q. TF=11194 EXTEND EXIST MATCH PROPOSED INV. s 108 19 , `` 15` RCP TOt. „ PAVEMENT INTO k NEW CATCH BASIN �" ` q; , Yr, yr �CURBING AT END / 220' TAPER OF DRIVE I \ NEW BIT- CURB " - 6' WIDE PAVEM� _ • - - i - - 115' 6' WIDE PAVEM4T-115' _.___ WV ! ' _ - 6. Co. 1TAPER - +-t --102 - i No. 24297 --{ _ TYP 10' - "- `- - --� ---- &eff_ -- E. S.M. H "•"_v -- -- - ✓ ` a ` F=2 19+17s.72 ...,fc=16.68r.1ANUE IK-1 .61 EK=+ --f' 8 VA ft EX. CB N 72hC.P- - - - T.f.=111.46 a T.F=111 3 ^ - �. SIN=110�1�7NEW1 - - -- � � .�,^ .. SN£T Co.Na 102 hIl_ •i47rii '� ' rr 12' R C.P_ - 118 7. �O £X15 . LP.- _ _ _ _ _r, :: �i = =" �`pp Fes.-. 017_.�rdk 8" STUB O 0.5% f- 'i , No. 101 e T MCW. EX EB i3 _K'.c C. t - - - . 2 tol _ N 200121. 94 EX1S Y 11 t P� � E 200121.99 rF'. =106.99 _ _ _ _ _ . _ - s - s a t - 00 f,-T. 1ais4 '�' - -' � 96.47' TO C.H D4R.C.P. .�.r - T CO0 42 6,FL.oul¢10J49 _ _; .•"tea" i 57JET`Lo, Na 99 t' P MH NO. INV-110.3 EXIST CHD. P �� FX15r LP N 1 :.`' i1k o � 174.79' TO Ml/CY. { 8 N 176372.s9 E3"� 7.733 1 57VE � Cc, FX15T MON i t ' 14 E 200119, 24 n1, I + TF H t�2No / 52.0' INV 00.84 �� 1 MADE I GRA DRI GRAVEL DRI 1 p 1 19 , ' X1 1 11�'SE y �,b4 _`- x1jVAN As'E DETENTION BAs- 1 OUTLET RE ^� �h IN 113.5 (15' OUTIE-1' �� I' 06 UNIT N0. 1 i I ._I16.5 6. MFI iE) 1 C✓ 53.8• Z ' Np c� SHEET 23 FOR DETAILS i ; T:0 W.-125.5 a r.11,? 43 PSM 14 e + I �10 7F=1 8 21 ��.`'' > N /F- f I NV- 1 .O0 FAITH C. IVAR TIN 21 XI 26 � UNIT WNO. 5T. I EXIST. 1.P 22.5' N-0.21' - 1 /� 17 SL 4P. N 178885.SO i/ NIF r, w A V , 1 E 178785.66 ' S 0� 25'18' W E 20032�:25 V`fy! �l W ,BAKt/�1! 1� �• - I -- �. w�v 1 /� /� '�'�-T 'EXIST. Le-' INV 19.0 v / 1, 99,92' S 9. r1 r Al ' I N ' CALLAHAN I 12, Vmw 1t 2D' LDN� 1D• ,M �I.h UNIT N0. 3 / 6' 1J 78885 46 JOHANNES MODIFlED RIP RAP PAD /-G1tAVEL �(I24.6R TO w =131 5 E 200322.58 NOLA 1 C INV-1235 ! 1:Ic^^? PS H15 DR ` \ TF;; 24.63 D 28.r / Tt:--17180 INV 116.00 s o IvIF �•S.ti �' t� EXIST. , P. l - - C-k r. SEE NOTE No. 3'. , "T UNIT" NO. 4 E t� N 178358.88 t-__ _ SHED F_XI5T 4P. SHT. 3 OF 2.i � E 200353,33 � W. HEIR N 178183.77 134.0 .-_...•_.....- S 0076 07" 14 T W 4 N oorx,e• c _ saoc FEN. DR O it .9Q' F 200352.51 12111.0 �' + 271 01 ' . L P. s 120 00 17 C6 N 178336.92 45• PC8 6 Y / r ' 1 E 200353 p. C �: -r. X125,4_• - , : Qr LWAVtt DRI r a =13T'" - i V=122. - - - - - - - - _ _ _ P =142.00 PCB t ar '' { �- - - - - -- y UNIT NO. 18 - �,, �x .._ Irov=129.93 17 T.O.W -134.0 - - ` i �; . , • ! t X. 21.6' 8 * 1 PA EN7- @fir UNIT NO 15 ,1 ✓ , , Yp 1 1 PCB 3 i I24 T.O.W.=133.5 - / ,o wv-12s,o 4 N UNIT NO. 17- o„° f GNtT NO. 16 Tow =134.5 - - ✓ / ' r ��' 'UNIT NO, 5 '1 ) T.O.W,=133.5 5 p t ' '1 737a __ T.O.W.=135,0- ■-, W I ✓ r r / 1 WD �- / > 1 t J ,�X1Si v-1230 / , _ : VEL',DR --_1'' n4t "'1^�-0 19' `� • t , O1 / is ` N 178875.63 GRAVEL DRIVE 85 PCB 10 2. 7' '- '1 25.5 - - �i`i Ya 8• CL.& P NOTES' - K126,35 / 2 4� .. o I r 15 1 r UNIT N�. 8 ECb (V r I I r R SE R r- �- 1 UNIT NO. 7 T a..VC-134.o 1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD I5 b , rr TypICAt BASED ON THE MO . NUMENTATION FOUND IN THE FIELD. THE ' ` UNIT NO, 8 , , '� '1 _ r '` ' ' MOUNTAIN VIEW STREET LINE IS PRESUMED. UNIT NO. 14 A 1- RaC,WW PROPOSEDTA.W =134.N /' I L - - INV-t 29 0 _ - 2. THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE tt1 N .2' - / - ' 44 r O YD 2 r ✓ ✓ _ B AM RAIL TAL "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON _ - - - a+Aoe m o AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION 10' WqE - / 1 i - 22,0 L WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. GRAVE) 128.ar _ ``'a {{ 1 ✓ �- _ 3 RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF I t _ PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE ' -- •-wa-m Pc - 11_'11 � 35.0 1 SOUTH WINDSOR LAND RECORDS. 130- 14 \Nv� , a - h' 4. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.0 No. 68038, - ,� / U.S.G.S. MEAN SEA LEVEL. EMT TM NE(TYPICAL} - 1 PC/0, 11 - / ,gyp o - _ - - _ - - O .27[ 5. TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO T-2 INv-ni) 'u .i UNIT NDJ-t0 STANDARDS OF ACCURACY. i h a s - ' T.aw.=13s.o r _ - UNIT NO.-1-3 ,� _ PCs- ' T.O.W.=135.0 , r 01 • / / - - T a�a[ 6 WETLANDS DETERMINED BY HIGHLAND SOILS, INC. AND FIELD ,Q ' i d' - '28.9' , ' �o_ ' - r LOCATED BY DESIGN PROFESSIONALS, INC. TO A-4 STANDARDS OF HORIZONTAL ACCURACYYD 15/ N/F - I. IN - - - _ - / / - - ' tk UNtT NO. 11 POR TER & CA THERINE S, f - T.D.W.=136.0 - t _ _ W - MAP REFERENCES: i % - - ' - - " _ _ T -u 134 1 , 24:1' �f ' ✓ : O � rAAoc To olwN _ �= COLLINS I VA - , UNIT NO. 12 - 4 - O T T T TE IG WAY DEPARTMENT RIGHT OF WAY T ✓ - t1 5r P- ' ?XNT STRUCTURE NUMBER TOP OF FRAME ELEVATION INMERT ELEVATIONS STRUCTURE TYPE PCB 1 115.90 112.50 TYPE 'C' CATCH BASIN PCB 2 PCB 3 115.70 131.00 112.24 TYPE 'C' CATCH BASIN 124.50 (15-) 125,25 (4-) TYPE 'C' CATCH BASIN PCs 4 _ _ rC8 5 t29.00 125.60 (15-) 124.885_(47 123.48_ - TYPE 'C' CATCH BASIN _ TYPE 'C' CATCH BASIN 129 PCB 6 125.75 120.38 TYPE 'C' CATCH BASIN PCs 7 123.50 12000 (157 120.75 (4-) TYPE 'C' CATCH BASIN PCs 8 125.60 122.00 1N 120.14 OUT _ TYPE 'C' CATCH BASIN _ PCB 9 123.50 _ 11918 SEDIMENTATION STRUCTURE PCB 10 132.50 125.60 (15') 126,30 (4-) TYPE 'C' CATCH BASIN PCB 11 133.20 126.25 (15-) 127.00' (4-) TYPE 'C' CATCH BASIN _ PCs 12 131.50 _ 125.10 TYPE 'C' CATCH BASIN PCs 13 13110 - 12550 (15-) 126.25 (4-) TYPE 'C' CATCH BASIN _ PCB 14 133.10 123.84 TYPE 'C' CATCH BASIN PCB 15 128.70 124.75 (15-) 125.50 (4' TYPE 'C' CATCH BASIN PCs 16 129.50 126.00 TYPE 'C' CATCH BASIN PCB 17 PCB 11 126.75 133.50 121.32 - TYPE •C' CATCH BASIN ^ - 129.77 TYPE 'C' CATCH BASIN PCs 19 1 133.50 129.50 127.50 TYPE 'C' CATCH BASIN _ PCB 20 143.50 139.77 TYPE 'C' CATCH BASIN ►C8 21 _ 143.50 139.50 137.00 TYPE 'C' CATCH BASIN PCB 22 152.10 148.22, TYPE 'C' CATCH BASIN PCB 23 152.10 148.00 (IN) 145.30 (OUT) TYPE 'C' CATCH BASIN PCB 24 162.50 - 157.22 (15-) T 158.00 (4' _ TYPE 'C' CATCH BASIN PCs 25 t 62.50 157.00 (IN) 155.30 (OUT)- TYPE 'C' CATCH BASIN PCs 26 175.60 170.44 (15' 171.20 (4-} _ TYPE 'C' CATCH BASIN PCB 27 175.60 170.21 TYPE 'C' CATCH BASIN PCB 28 - 174,50 --� f 169.63 (15') 170.40 (4-) TYPE 'C' CATCH BASIN PCB 29 173,20 169.22 TYPE 'C' CATCH BASIN PCs 30 173.20 168.97 (15') 169.75 (4-) TYPE 'C' CATCH BASIN PCB 31 171.70 168.25 (15-) 169.00 (4' DOUBLE TYPE It BASIN _ PCs 32 171.70 168.03 TYPE 'C' CATCH BASIN PCs 33 172.50 168.06 TYPE 'C' CATCH BASIN PC8 34 172.50 167.62 SEDIMENTATION STRUCTURE PC8 35 171.90 _ 166.92 (157 167,50 (4") TYPE 'C' CATCH BASIN PCs 36 170.50 166.42 TYPE 'C' CATCH BASIN PCB 37 170.50 166.20 TYPE 'C' CATCH BASIN PCs 38 169.60 165.31 TYPE 'C' CATCH BASIN PCB 39 PCs 40 189 60 161.00 165.09 ' TYPE 'C' CATCH BASIN W/4 FT. SUMP 153.60 SEDIMENTATION STRUCTURE PCB 41 160.80 154.92 DOUBLE TYPE It BASIN PCB 42 160.80 -- 154.70 DOUBLE TYPE 11 BASIN PCB 43 161 79 - 155.52 TYPE 'C' CATCH BASIN - 44 162.50-- 157.85 TYPE 'C' CATCH BASIN PCs 45 162.50 157.63 (15' IN) 155.86 (15 OUT) TYPE 'CI_' CATCH BASIN -- rC8 46- PCs 47 rC8 48 _ 164.80 _ 164.80 166.76- - 157.87 TYPE 'C' CATCH BASIN _ 157.85y-(i5`) 158.40 (4' TYPE 'C' CATCH BASIN SEDIMENTATION STRUCTURE 162.44 IN _-__ PCs 49 166.76 - _V _ 160.84 OUT T TYPE 'C' CATCH BASIN 162.66 TYPE 'C' CATCH BASIN - PCs 50 167 60 16194 IN 157.86 OUT TYPE 'C' CATCH BASIN PCB 51-~ 165.10 _ y- 161.25 SEDMIENTA710N STRUCTURE PCB 52 PCs 53 , 1_85.10_ 166.00 '-- 161.47� _- TYPE 'C' CATCH BASIN 162.20 TYPE 'C' CATCH BASIN PCB 54 166.40 162.70 TYPE 'C' CATCH BASIN _ 164.00 _ 157.28 YARD DRAIN -- YO 2 - 15450 148.28 YARD DRAIN_ u-= YD 3 i54 50 148.50 �._-� YARD DRAIN -�-_- YD 4 162.00 158.00 YARD DRAIN YD 5 t 48.50 _- 145.04 YARD DRAIN YD 6 145.50 - t 40.05 YARD DRAIN YD 7 138,00 13150 _ YARD DRAIN YD 6 131,50 128.20 _- YARD OFLAIN YD 9 130.50 127.20 YARD DRAIN YD 10� 129.50 123.22 (15-) 124.00 (4) YARD DRAIN YD 11 133.00 -� 128.90 _ YARD DRAIN 1!D 12 131.50 128.20 YARD ORA4N YO 13 150.25 14_3.00 YARD DRAIN YARD DRAIN--_ _ YD 14 142.50 _ 136.00 V 15 _ _ 132.50 129.00 YARD DRAIN YD 15 _y 129.50 126.00 YARD DRAIN YD 17 122.50 119.50 (4-) DRYWELt - YO 18 121.50 119.00 (4' DRYWELI -- YD 19 121.50 116.00 (12-) 116.75 (47 YARD DRAIN V 20 160.50 156.32 YARD_ DRAIN `- YD 20A 163.00 _ 158.72 YARD DRAIN YD 21 155.50 152.00 - 15' YARD DRAIN 1 CONNEC ICU S A H H -wxAVEL DRIVE O.W.=t36.0 ✓ - MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING 140-` rq , ✓ -'' xl'8 C' ROAD -FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET- 'a' , ✓ _ - - _ - .�- ' ROUTE No. 194". SCALE 1"=40', DATED AUG. 31, 1933, SHEETS 2 AND 3 OF 3, No 132-03. - � }' ` ' / Y A// 2. "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST - *15 - _ - r ✓ DA WD C. & LINDA SWINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN-". f SCALE 1'=40', DATED MARCH 1938 PREPARED BY PETERSEN I r - _ 1 ' ' 1\ +► - + BROWN AND HOFFMAN, ENGINEERS / 7�. 178, n P D WAL r r - _ 3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND _ t60' t5" CPP ®a.38X '° Q r / $ - 17B862.39 HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". - " 200729.93 1 SCALE 1"=100', DATED JUNE 1968, REV. TO JULY 25, 1968. ✓ - - �` PREPARED BY GRISWOLD ENGINEERING, INC. ✓ / r Tt , ` i51 �` • ( Ir 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH >2RRr . SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS - - ' - - \ :� - ° 0 ROADS -SOUTH WINDSOR, CONN ". STATE PROJECT No 132-88-047 EA, SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2. - <15s.n / �.. _ _ \ �ce 24 PREPARED BY KAESTLE BOOS ASSOCIATES, INC., ARCHITECTS. 5" P-S T' a 1 UNLESS OTHERWISE NOTED, FXISTING UTILITY REVISIONS (860) 291 -8755 INFORMATION. AS SHOWN, ARE BASED ON AVAILABLE 5 12 97 REV PER TOWN COMMENTS GRAPHIC SCALE `�OP l�,1U�1lvf� G�11n1 w INFORMATION. ALL EXISTING UTILITIES SHOULD 40 0 C 40 80 O O • • of BE FIELD VERIFIED PRIOR TO CONSTRUCTION 2 6-12-97 REV PER TOWN COMMENTS - esign Collins Crossing, L.L.C., 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO - ---- a coNsrRucTloN (� SET Y &rofessionals, Inc' DE.S/GN.• STAFF DRAWN.• SRB CHECKED: RJA �T 1 inch = 40 ft. Sl1lllfiv�.l n Avenue � NeveIis Road 3, THIS PLAN IS INVALID UNLESS IT BEARS THE ! /OB NO.: 95-845 DA77 MARCH 4, 1997 IMPRESSION SEAL AND ORIGINAL SIGNATURE CiVII engineers • planners • surveyors SOUTH agir��LcnT9 0 ��laTla.T��►���Trt�+ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite rood, south Windsor, Connecticut 06074 DRAWING NO.: C. ,14B 95845 95845•-SP eJ a WINDSOR 1>>1� '�.1 .ram SHEET 8 23 T.O.W.=178.A r VO y�y 1 1 I PCB TYPE Det. TYPE u 'f=171.7 I I ++A T�NI E, INV=168 25 { 32 N£ T Co3057 > > ,� TF 8171 7 Z�'1 /�.i I► £.SALH E.SAIH. PARCEL C ..S.=76. T.F.M.H. 6 I PARCEL A •.; -, INV=168.03 f.L.a15J.59 I F..L=152.89 1 I r r N�TE: SEE SHEETS 6, 7, & 8 FOR LOCATION OF GRAVEL ACCESS PCB 33 s 269}$ u 26• ENS % P 12 t I I ROADS OVER CROSS COUNTRY UTILITIES. a 7=172 5 / TF=t69.so INV-168.06 / r� i.nr_e: a• �6' O I WIDE PLANTED AREA ' 1 \ I .' I o 1 (SEE LANDSCAPE PLAN) I� GQQ•� I PCB 34 1 M �OTE: SEE SHEETS 6. 7, & 8 FOR LOCATION OF GRAVEL ACC�SS I I g I // SED STRUCTURE kk �hd,o ROADS OVER GROSS COUNTRY UTILITIES. r F I m I / INV-167 / r � Q / INV=167 62 i I I 6' WIDE PLANTED AREAL t n� r + I U)'o O INV=t63.20 i4$ (SEE LANDSCAPE PLAN) • I"f20' SANITARY SEWEREOSIpNBANKr I A i UNIT No. 19 $S p 244804" - ' 111 t i l F► �j MITIGATION F r I i T O.W.=167 0 R= 750.00' h EASEMENT IN FAVOR i I wn»a T" A� - wAten SEAM (1Ya1uE) L - 374.64' I \ OF THE TOWN OF i i t \ F f�� ¢ I SOUTH PWNDSOR. I > I r r' \\ ( I r r I I ` -- �� PSMH8 I I 1 . �_ �_ ` /6. TF=173.52 PLUNGE POIOLr:` r E F ---- -- PCB 35 ® j /� INV-163.00 I FLARED END AI � ;��t ' �PrtN COL � 4 _ � TF=171.9 Cb \ f -F'I D END PA MEN INV-166.92 o ► io I NY,56.5D I v To eE Nov I i INV.159 UO i HARP r aa: I PROPOSED I I j / GUIDE RAIL PCB 51 i I A A \ PCB 48 PC8 39 `� yh I SFD. STRUCTURE PCB190 I O 2 9 i. r� D. 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LEGEND = = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE PROPOSED SEDIMENTATION STRUCTURE --- EXISTING SANITARY MANHOLE AND PIPE PROPOSED SANITARY MANHOLE AND PIPE PROPOSED WATER MAIN AND --�--- HYDRANT ASSEMBLY EXISTING UTILITY POLE T.F.=169.36 190 N 190 I 188 188 - __ _ _---+--- - - ---t--------- -._ __ --- ---- --- -- - ----f - - __-�-- ---- -fi- - --- _ CN 186 I 186 --" 0 LU _ _ i I I - _ +-- - - -._ - - - - ---- �---- - -_ --- ----- -.- -- --- -- - -- - -- -- V 184 .42 184 oPIA ELEY t75 23 r W I I -- -- _ -- - --- --- - L__ --- - - - 182 182 z W - __- -__ __ -- Z a = "�- I Ixz__ / - 180 180 a vmi or - -- ---- -r- -- - - - -- -- - - + _ ! / I -� • n n \ 178 178 - -- - ---- - -- -- --- - -- - _ _ _--t - -- -- w , � < --j-- - -- 0 - a - _ -. _ - - i + _176 n. a $ I ti 176 N - + m - In _ -- -- - -- -� 174 -- to rn OD a. 172 - -- _ ---{ -- --- -- - - I I Zn- a 't m "� N W m II + I a. 170 170 168--- - - i ♦ "o ° I I _ - - ------I ----- - -- -- -- - -- - - -- - ' - t + .0% INV 16806 _ ' - -- - - -- CPF168 -- 5 z a _ PROP. 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UNLESS OTHERWISE NOTED. EXISTING UTILITY REVISIONS ■ (� ----- LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5-12-97 REV. PER TOWN COMMENTS , COLLUNS CR®SSUNG m�, INFORMATION. ALL EXISTING UTILITIES SHOULD %� N� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6-12-97 REV PER TOWN COMMENTS esign ■ . FL A N / F�®�� Collins Crossing, L.L.C. 0 0UTILITIES ARE TO BE STAKED IN THE FIELD 9 m m 2 ALL fit' BY A LICENSED LAND SURVEYOR PRIOR TO rofessiona s inc• CONSTRUCTION, , ! DES/GN: RJA DRAWN SRf� CHECKED.° R✓A �u fl o van Avenue (C� Nevens Road 3. THIS PLAN IS INVALID UNLESS IT BEARS THE �/OB NO.: 96-845 DATE. MARCH 4, 1997 c(VIi engineers • plcannei5 • surveyors SOUTH G,11n j► H i�INDSOR o CONNEM UT IMPRESSION SEAL AND ORIGINAL SIGNATURE " b5 south satellite road, south windsor, connecticut 06074 DRAWNG NO.: C. JOB 95845 RfPROF w1J� a l� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION B 18 17 17 17 17 17C 16E 16E 164 162 16C 15E 156 154 152 150 148 146 144 142 140 if e p 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE $ INFORMATION. ALL EXISTING UTILITIES SHOULD 5-12-97 REV. PER TOWN COMMENTS 6-12-97 REV PER TOWN COMMENTS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. uw 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD o 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. NO. DATE DESCRIPTION 0.5 t7.2 PCB 18 Tf =133.5 INV>129.' V1ST� 130 128 126 124 122 120 118 116 114 112 110 108 106 DATUM ELEV 105.00 L./l 4l. -Z T 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 t (860) 291-8755 esign rofessionals, inc, civil engineers • planners • surveyors 165 south satellite road, south windsor, Connecticut 06074 INV=120.00 15 tNVs120.75 4' COLLINS t 10MOSS NG IPILALN / PROFILE DESIGN: RA IDRAWN. SRB f CHECKED: RJA joB No.: 96-845 DATF MARCH 4, 1997 DRAWNG NO.: C.• \ JOB � 95845 \ RIPROF STRUCTURE 10' MADE GRAVEL DRIVE H14 11 a. 72 +y IN 111.00 1. PC8 2N�s / \41 TF-115.7� \ INV=112.24 0 k 000 F,1 SANITARY SEWER EASEMENT R-W, IN FAVOR OF THE Tp1N1 OF PCB ♦ �l� SOUTH WilpSOR IF - 115.. 1`>f NVm1 12. .5• �+' / PSMH13 ,�0*10 1Nv-11, oc 4-,d66 r� �`4 �O 5 Collins Crossing, L.L.C. Sulfi van Avenue Ne veirs Road SHEET 1� 23 � .� 'a;, -:.. .�i+,L M1 .Nr.: �. ♦ �. Y a, i- .w... 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ARE 13ASED ON AVAILABLE - -U�zk,��O 14.�J �h- --i,;��,i-.� 'L-IN , �, �, ,, -j 4�t',� " . c .e , � . ,Z� �. _114_1_... ,�,,% I � I I - I ., - L ; I I 11 17 I., � - I I W .t.;,.i --f .0 11 I S iEET ALL FXISTfNG UTILITIES SHOULD , � 1- " _^ IT , i.� � , vkift " , , .� A.'� % I i- 'Ir- � z�4� �f__ , . INFORMATION . _Rai I%V..-i - _n �'.- % ikv. - i , ,,, M � �A I I - .. ,-&�-,A,�,,,,�� '_;t,�:,�:A ,.J-_j,-'��,�,. ," i� *VV I � I'll 1k , ; -1 I .�� _ - � .1 - - � 1% - . 'RAPH F, LL� � . �, -_ �- � - i��, �-��,,��!',�!.�,,'�, ,ri�' `� V; .� G m BE FW_LD VERIFED PRIOR TO CONSTRUCTION _;, , - " 7_.�� ". -. --.. " 1. I , ( ' LE ,� , " �'Ir,i * , ;r 4 I I . L 11 C. �? -14, , 70t., � �1111�17W - ___ �� mi" " �X A �, I 't �t �Te *4�,, . 4 ��o 4 1�. 14 � _ In, 40 0 20 40 `1; " . so .. I . , lesion SRTIE PLANTING C"W",v r-r"Vei"Ir- 1. T /7 14 , Ai.L UJILIIIES ARE 10 wt. SIAKED IN Itit. IIELD I I '. I . I . � � �.. "t, . '.1 W I I ?, - el� T imm iiiiiiiiiiii�__ ---,. . I � __ .. * 0 . 13Y A LICENSED LAND SURVEYOR PRIOR TO _. ---t- - - � . � - - - - -, -.,-. _. _ . __ - __ __ _. _____. ___ _ , I � , �, x 3p , i I � , 1%�, I . 1_' __ LAW PLANNERS 111111111lIt IF - R I � I I 0 0 P! I .14�4,_ I - 11111111111111111. A111mm1r . � . I . �4 - � : �1, - Z .1 LANDSCAPE A"TECIS i I � �4-y � of essionals, inc. 11 I �-,-v?��4'; i-4 ,C," .1 � . ! w " , - ;4,-_.-, .� �; I - . � I ." s P'z,m � 11"i!L �;re,_,_V. I/C . . . Suftivan Avenue & Neveirsi Road CONs,mucnc '_ V,_ . r . I I O"r �W &J X,";7 , , . "i I - I , � _ _ __ . _� , L44, 4,_ _ � I ... , . ( 1 S7 � . ��ttl, 101 s I . 11 � . 11, I I - 1. - - -, - -"-, -, - - , :__._, _ , �g - �� . ". 1 *6 . "' , , 1 , , I., 3. TFUS PLAN IS INVALID UNLESS IT BEARS ME 0 ;. ',- -,, " % , r? . .1, - 571 IWMEADOW siiia, I inch � 40 ft. I � 00, � I-) , . .. I � .. , , .. , �i ... ') I , I- , !',Vdl_� --- t - - -- ----J__ __ - - - - _. _ _:.�O, , "11 .4_ - . �1'111 . �1' � . 1 4-1 , 0.0"I " � ,#�� I SAMS"Y C! M070 9 .ff)H m-,.).. 96X1 .,. � �, (2611181196 1 1 IMPRESSJON SEAL AND ORIGINAL SIGNATUR 04 . -11 � ! ,-),- ,E � . I , .� I - I � ; .. I . .. ", civ*if ,?,mqin*ej,. * pl,inners V S1jrV0,V<yr$ T__ - ''.- � � - _*.. - 0_ - I ___ ___ -, Z11,I) �: I I Z�, %, I '. - -,-- , I � _ f /n OF THE PROFESSIONAL ENQNEER/SLJRVEYCpK . I .. Ff f . . I I ... . " Ift I - - .- 11, ': -1" I I - .-.)CR;i'!,'0N � . "W- CU-19M F U 1,20P 6WI,N7 M 1 P (cT11TLcV � � ,%,..IL - __ - . I . - I I DEf. � I __ 111-1 , - . I -1 L 16�; sc.,vtt satellite road. South w.-i)clsor. Lonnectioui k)bU_-',-/4. �, �P:FA WN& -*,_�'), " I . . � SW TH W11 ND,S()P, 1,10ITNZ I I - - � . I I .. - _ � �_ 1, I I I I . - - . . __ - I . � - - - .- � .w _ CF � f 'T" 1 UNLESS OTHERWISE NOTED. EXISTING UTILITY LOCATIONS AS SHOWN. ARE BASED ON AVAILABLE INFORMATION ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAi(ED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO EONS TkU(: flow 3 THIS PLAN ISINVALID UNLESS IT BEARS THE ;MPRESS10N SEAL AND ORIGINAL SIGnIA-1UPE OF THE PROFESSIONAL ENGINEER/SURVEYOR Wait`4,qy .10 ,}t-'Lt. i I 1 i ---€X I S-T 5HRUE35 ANP TREE_ 5 — r TO REMAIN i 2 TD F F-_ EA — x CIF E J J4 FT ter. vQ r PM EAC ^v tIPA c I - - — — -- - r �,, AM UGC 1 6 t ♦ I N0. I HATE DC5C,-?'P'101',i 'M t! a. rlt`i"vs:r..>�,e:"F3f{etflh�'.�l:sti- >. t-,tI'.�.k_..yL...._.. w�3._..'l::.i ♦�j'�.'.._L _ _ -,.. b+. _,.i. =-.'€.�•3' Y' EX15T. TREE EX15T. SHi+'L;BS Tv ttCMA1N /+r � 1 40- CfetW,fWftA v Nj&4 -0K 1 + �' J<'1dQ{/ A''W.l7FRt;(JCrFtiSh.: jr JJY ti L:y4 I GRAPHIC: SCALF; W. 0 20 40 80 I AND Pt ANNERS IANDSCAPF ARCWTECTS ( Ih i EE'i' ) a av r ctn cn571 "MEADOW ST FT f .i inch 4Q RlArY T n"70 }«pj :, I 03 Sa 88 FAX f 3 fi58 1 2 19 20 12 7 44 'K :.iY'.ML.W"_ .. ..,. 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SuRfi van Avenue Neveire Road 1 ,f ++'iP1t lT T ;ate ar a%Li3it its NL %, A i&�:u.�",r SHEET TEST PIT DATA CONWCILO BY DESIGN PROFESSIONALS INC ON 5-6-96. TEST PIT No. 110 0 - 14' TOPSOIL 14" -- 24" YELLOW BROWN STONY LOAM 24" - 34' REDDISH BROWN SAND 34" - 10' REDDISH BROWN SAND MATH VEINS SAND & GRAVEL iC 20' MEDIUM REDDISH BROWN SAND & GRAVEL NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PITT No. 113 0 - 11' TOPSOIL 11" - 19" YELLOW BROWN SILTY LOAM 19" - 37' YFI i OW RED SII TY I OAM 32" - 45' FINE COMPACT RED SANDY LOAM 45' - 12' FINE RED SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED , S T rI T +Net. 114 0 9" TOPSOIL 9" - 25" YELLOW BROWN STONY SANDY LOAM STONE TO 3" 25' - 55" REDDISH BROWN COARSE SAND & GRAVEL, STONE TO 1" 55" - 10' MEDIUM RED BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 115 0 - 16' TOPSOIL 16 - 38" YELLOW BROWN SILTY LC)AM 38' - 44' REDDISH BROWN SAND & GRAVEL 44" - 13' MEDIUM RED BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 116 0 - 10" TOPSOIL 10" 24' YELLOW RED STONY SANDY LOAM 24" - 6' REDDISH BROWN STRATIFIED SAND dt GRAVEL 6' - 12' MEDIUM RED BROWN SAND NO WA ER ENCOUN TREED NO LEDGE ENCOUNTERED 0 9" TOPSOIL 9' 29" YELLOW BROWN SILTY LOAM 29" - 85" REDDISH BROWN SAND & GRAVEL STONE TO 8' 85' - 11' MEDIUM RED BROWN SAND & GRAVEL NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED 0 - 12" TOPSOIL. 12" - 45' YELLOW BROWN COMPACT FINE SILTY LOAM 45' - 10' REDDISH BROWN SAND & GRAVEL STONE TO 6" NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED 0 9" TOPSLh 9" - 43" YELLOW BROWN SIL TY LOAM 43" - 7' REDDISH BROWN FINE TO MEDIUM SAND, SOME SN T 7' - 11' REDDISH BROWN SAND & GRAVEL STONE TO 6" NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED NOTES rr % J r .� , ,'], ,.',, ;.lY11I( .�`e�t:�.., ""-,'.7: ..' `.` d7 y, P;?^5. , . .�..: .t ':. 6 R s •..•;�y(,{,k, •. -r u� 'ri Z 1, f •'178 :: , t -+ " ... rr;, :NJ': 1„ •�' - "�"�Y,:'i ,�1i.� 11,"`t, �S c .1 �� .,+ ..o . --�K:y'- I{j Y/.{ S ^t+'fit, A, Z 71 ,, �:sr 'T , i ", .! 74 4'`t' i �,4 t.n n •� 1f; 1 )I - , 1� +'1I,:`gyp ; r',t� ` �PSMH6 ji f3L °Y3i p; 'rr ,�S` d /� Y �r s. 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O' < r \ r i. d- f VEL E A /� , -16.3S UN/,-& j / ,s n V '^B WDE pIAkIFn`ARE • t f e Vr r 1,p, rs 7i`T M"Sl r J r / i T 0 W. 63. ?7 ` � ; / / _•__ __ / / tT , t '3 1 I ,].: � r 1 r v `fit x, ' h� / / 5 / - -' - /, , �L. : . w ` *'y '' l 4)t t - "" F{�> 1� Si r ?t 1 x PLUN POOL , r �/ / �,r"=s y ¢r - - - - - - - - - - t r t �/ " 1��^ _ -" 1 ' N a . yr ' ` O �� - . � _ /� �, ,, 10' WADE C17XYEk gLvE", 6 ;- - - — _ Y 62 + .T• ti 1} : , L 41, -, �,-~ i t - / xA ', loll . N -.. /. Y ''""}"1 _._ ', "� -. ! k i }*.' i ! , ;', 4" PLANTED AREA „�,�_ \ _2" STONE 14" HK]•4 -� !1 \ _ r'"i».-•"ti,:..:.._ rw ~ __ ; . .l - -.3 w • - , fi - - �'V ' * �151 77 r . \ /-" . - V4 17 , (SEE LANDSCAPE P - - - - - ' _, _'— - - " t".a r 4-11 - • tit CP • I } a �L"� w . FLARED END- `` - ` ` �'70010' MADE. •+ ' ' t c`O .''i „1 ` WV=15t t0 $ - v ` 3 dd ° Ys YG� i2 \/ i/ Y ++ TAiI r- A ,` 1 fz rt ,�r sii ✓�1i 1 •�, �.� 7"1' �A _- \ �• - �� ` ;.!' •.f: I •r F ;may 1,.I, s3 S,mv %�-.:. 6' WIDE PLAnIl D AREA $2 6' �� r = �+ a { t `� (SEE LANDSCAPE PLAN) ,N.., �, I- f a` \D n o > + ,� - 85.4' �/ / / /. MIXTURE OF CAT PLUNGE POOL J' i K E'."� r ; t: " k !�, `�` _4� / ` r / �j �ARDINAL FI[OWER, BULRU ��`W + R ` \ ` + Y .j�� - - _ �'� _ __,_ ' N ` BUR -REED AND BLUE 0 f I r)!_1 r DIMENTATION BASIN /�' - /�' ( r � / fLAG IRIS. / / J t\ , " I K r ' ,wrl ., �" • I !! IE_. B�EQM AND SLOPES TO , /� �a� 1 � .� 1 / % \ �"s ' 159 41, I ; i ' . ', I I " I BE PLANTED WITH A WET /. �,., \ / -- / �" - j LEGEND V. MEADft GRASS MIX. 1 / - STREAMBANK - - - - ~ . _ - - // ,,,.. �".. 1 . / % \ EROSION - __ 1 d I o IRON PIN TO BE SET `; //, {�. _ _ - -' - �/ _ '_`'' ^=a; MIi1 - ---- - --r •r • EXISTING IRON PIN A :loll -t`4 Y.. • �,,.. ` % i -z ,. - -�-•_ i6• Y T / 1�; , "-0...-•L 'r Y' GATI - �- _ ' ,. � - ___�' �� IS ��� • EXISTINGNMONUMENTET _.L��- ` :' STREAMBANK '��� a , 5� ERosIoN / f -v- EXISTING SIGN y�' _ __ _ _ ..••�•1 MITIGATION /0� /' , `? i1i , 4" I . 2" STONE 24" HIGH X 5' WIDE n - - - TEMPORARY STONE SEDIMENT -+' EXISTING UTILITY POLE ' aQK r f _BERM (SEE DETAIL SHEET) N _ / EXISTING LIGHT POLE 1 �.. . 6` WIDE PLANTE A r ., - �g / - STREAMBANK TSA 2' STONE 12" HIGH - - - _ Ro 1. PITSMH4 -_ = EXISTING CATCH BASIN AND PIPE ^, ,,' PL (SEE NDSC N> TsA - - - v / / MRO(�ON MADE FL=� 4 '� /s = EXIST. SANITARY MANHOLE AND PIPE -_ill / 1 / / t ti:. �, I I / w EXISTING WATER MAIN / 4. ___ / _ 6 UL / MIXTURE OF CATTAILS, ". + 7,' NG� X�0' • L-- t r 4' 1 - R P / x287.3 EX{STiNG SPOT GRADE ,o WIDE 8f0-FILj�R sTR1P `f� i CARDINAL FLOWER, BULRUSH, " � SE( NTA�10N (4A� NEti ? x EXISTING CONTOUR AND ELEVATIQN f�� BUR -REED AND BLUE n/�j� CATTAILS 1 O.C. V ,� _ _ NATION V ''• - " cB lµ ",� � PROPOSED CONTOUR AND ELE :% .. - P�i �- - ,_.. A, , , `, _ ' .A." �.r ti l x " r , -J- LIMITS OF 1NLAN0 WETLANDS POR FER & CA THERINE S. _ - _ --��-�`� ',�- — —� —11— — — - — — .. _ _ - - - - - - - - - - - -4' -, ,,, ' r�� :r". EXISTING TREELIKE l " R I: /l^' PROPOSED TREELIKE -ft " COLLINS I - - _ . -� I- � -� Y ♦ _� ` 10' 1M0 GRAVEL DR 1 a� i 1 ,,-- .16 , TEST PIT No. 100 0 - 10" TOPSOIL 10" - 19" YELLOW BROWN SILTY LOAM 19" - 10' REDDISH BROWN SAND & GRAVEL PATH STONE NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED der Pi�j,-Q — 0 - 9' YELLOW BROWN SILTY LOAM 9' - 13' REDDISH BROWN SAND & GRAVEL WITH 3" - 4' STONE NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 101A 0 - 4' YELLOW BROWN SILTY LOAM 4' - 13' REDDISH BROWN SAND & GRAVEL WITH 3' - 4" STONE NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 102 0 10" TOPSOIL 10' -- 39" YELLOW BROWN SILTY LOAM 39" -- 64" REDDISH BROWN SAND & GRAVEL 64" -- 12' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED 0 - 10" TOPSOIL 10' •- 32" YELLOW BROWN SILTY LOAM 32' -- 48" REDDISH BROWN SAND & GRAVEL 48" - 12' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED JEST PIT No. 105 0 - 13" TOPSOIL 13" - 40" YELLOW BROWN SILTY LOAM 40" - 115" nNE COMPACT REDDISH SAND 115' - 133" REDDISH BROWN SAND & GRA 133" - 20' MEDIUM REDDISH BROWN SAND No WATER ENCOUNTERED NO LEDGE ENCOUNTERED 0 '- 9" TOPSOIL 9" - A,• YELLOW BROWN SILTY LOAM 41' - 78" REDDISH BROWN SAND & GRAVEL. 78" - 18' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 107 0 - 9' TOPSOIL 9' -- 19' YELLOW BROWN SILTY LOAM 19' - 29" REDDISH BROWN SAND & GRAVEL 29" - 13' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 108 0 -- 10' TOPSOIL 10" •- 58' YELLOW BROWN SILTY LOAM 58" - 94' REDDISH BROWN SAND & GRAVEL 94" , 114" FINE REDDISH BROWN SAND 114' - 17' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED 1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS BASED ON THE MONUMENTATION FOUND IN THE FIELD. THE STREET LINE IS PRESUMED. 2 THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. 3 RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE SOUTH WINDSOR LAND RECORDS. 4 HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. No. 68038, U.S.G.S. MEAN SEA LEVEL. 5. TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO T-2 STANDARDS OF ACCURACY 6 WETLANDS DETERMINED BY HIGHLAND SOILS, INC. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. TO A-4 STANDARDS OF HORIZONTAL ACCURACY MAP REFERENCES: 1. "CONNECTICUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING ROAD -FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET - ROUTE No. 194" SCALE 1"=40', DATED AUG. 31, 1933, SHEETS 2 AND 3 OF 3, No. 132-03 2. "HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST 4VINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". SCALE 1"=40% DATED MARCH 1938. PREPARED BY PETERSEN AND HOFFMAN, ENGINEERS. 3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND - TH WIN S R CONN." HI R A NEVERS ROAD SOU D 0 LL OD& SCALE 1 "=100', DATED JUNE 1968, REV TO JULY 25, 1968 PREPARED BY GRISWOLD ENGINEERING, INC. 1 TH WIN R HI GH N A T RAT N TO THE SOU DSO � 4• A ITIONS A O L E O S OD R AN N V RS A PIN M TARY SCHOOL AYE S D E E H AND W P G ELE EN SC OOL ROADS -SOUTH WINDSOR, CONN." STATE PROJECT No. 132-88-047 EA, SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2 PREPARED BY KAESTLE BOOS ASSOCIATES, INC , ARCHITECTS. 1. UNLESS OTHERWISE NOTED, EXISTING L1T1L1TY 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 OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 ./ �� _ - J ♦ ♦ , __6' •WI TED - - , - - - - - - - - -w - - - - - ! ti, c m . SILT FENCr_'A - �� ..:.., i>1; �r4 �' (SEE LAN SCOPE PLAN) \ + , ~? ]: t `' _� ,/ �- , 2 , R' " / ' ' HAY BALE°! fs, 9' MADE RIP AP /// ' - \ i rb 4 r- i. T ': { r I / � 1q, V ,, ,tit �. 1, . �� 4 �, ( CHAIN '•, /° 1 / --. ---- r" ; - DEEP TEST PI7 LOCATION ' ' s (j ' �, PHASE AREA OF Df URBANCE I ' ,,, L, % t7„ / ' I ��' I �� ♦ 30' ! I • 1 '1� u+P ,y., -k t ^�W Wr-t $ ',� X's',_, y' d� - ENT t: 4+ � '� A, ` ` ARCEL A/ .- ESBZ I r .: ,�1' r h %r ' �, ill ' G r �, ` ` R.O W. 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LP - \\ T---.._�_..... -- -- J • - � \\ \ \\ F.CB " � 1 ,. . � j� "L�J 0 £X Y.50 53 ` w w E.C. __ " -16& 09! 1 , s . ] £ S.M.H. £XLSf 4' OWL wwc - - _ w _ _�f TF.=149TJ ; EX/ST. WON FC.B. „ _ —_ __ - w A r FL -140JJ 41..1 -; � �, : ;, y % T1.=160.JO * FIVSi ?P.. y i " wb j' a . + EXIST AION ir. a _ FL.in=1g6.96 / , w .... - jr" - , b• F.L.our=157.05 \ "'_' �. w �.. �.. _._ - ,1 " iv ,�.' .. ' 11- ` K' V ' q 3': �. •q]= r� rw. ^�_ ; .ti. 'i, f: }r u4° t. :r] `..' . ' - _ \ „•5," 1`� > :, �, B" P. V.G �� w�i s ter. �� �� �� S � _ _ :.� 1'�i r'.�t'. 11� I ", ":l;S., Alr.� _ _ a= - f ti - R. 1 S.M.H. �.. - ti , . "' E ill r ...,' 1 - ! , W -` ,✓,. G'I" ! a... = = .Jt:., a`, _";, y ¢ 4, �,, y, `R t x.. t _ i Q. �, ,. ) , IS T,f 162 9 Y, + ?.', ti% �:. i a: r SM H. "'� +.� r, .. ,'� , I .r- ,ti i, - ,_ . :i. Ni ... t ,t .. .,a :✓�, .r. i•'. ra+. - v> �r- _ .. m F 1. ! F ,: r � + . !. .d, 1: .L.=15J59 + �. b: r f '° ' a5 i X. SED. Y :t? Y a 4 x �. 1 t y .:' t �,t�� t . .. .• a _. ., r � •r• s` ,... . r �j, d - I :C t e A .r. STRUCTURE «,& t a,' 4, •y, \.+: �{ > P s�n k. +,,. t ff .. ; ,., .: ,.. � \ , .. y� ; fie, a .� t " to .o , ,,: , _ ..k , S1'•. /: , t v x. # 1, . 1 t r, x a l ,:: a f> S , 4 " y x , I :. rr s k i r; �' a, a .. -.,.. .r , :::. ., i a r , t s i. :. .-r t. - w - .a -\. •9.r. t c ] . , f.• ',--:..., ram', I a• ¢ ,, , .,:4t .+ .t r Mt ,tom iz Q ., .a� `ii a .7, �., rx,: .:�; - r J' . k ,"S t xe•, J +,+ 19v: 1 'w r ? e . l a �• • r ." I x M ,r . > ..' '�.•: ',1 4 •i M� K'T i r .. . , I }' p'` ltr . a i q ,.., . , ..- . ..: ,-... , s a . r ( r7 ,. is 4 4 1 A. 1 r • tG ; c (: a:; ..., is: ` 1....: ". "":' .,.!' :1, 'r '. -- " J'ikt E '.K' it '.i. - t ° t. + 1� ll'' \. •rl.- r'.'ft , c" , T t a S:. �:. i:' . t`f x _o-4 ,V •:f gr ii�. {. Lett ,s, z'% l,q- I""'F . \... t. ..r. ,, � . 4 < 1. I ." b ] , } , pp :.,. 1 `F lot '` . REVISIONS REV. PER TOWN STAFF COMMENTS REV. PER TOWN COMMENTS DE'SCRIP PON _ . { x (860) 291 8755 �LSLJ[�!1'JILSLRI���1fl�JlN Cb3 GRAPHIC SCALE *:• ,�x � � .. , �3 i, � f . " 4. r o f e s s i o n a l s� I n C IP DESIGN,• S TAFF DRAWN.• SRB CHECKED: RJA ,, ' (IN FEET 1 r r .. wr: >.$ ram' ,A I inch = 40 ft s ,x 1 ., r, / ! g • planners • surveyors JOB NO.: 95-645 DATE MARCH 4, 1997 iT civil en ineers ,. 5:r, `,��r . _ - ' rt;'j.� .: ,$ '', 165 south satellite road, south windsor, cohnecticut, 05074 DRAWING NO.: C.' �/OB 95845 95B45-SP �, Collins Crossing, L.L.C. .t1, j4j++ 1'1'i .'•' 'sf.,i4L) . ''r'''z'-{ . �;. t, f,f,- 1 - Suulli�van Avenue Ne veirs Dead SHEET 18 , 23 lo' A� ��AVIJ- - I �, A- 22�_ GRAVEL 0MVE -}t �■ �� ... - / l s + I_ l . ' � •'� - - � ... �•+ •�`.J•- II' *■ -vim.•* '- _ � r � . s 1 � ,�, �:.. ir-� - 16 UNIT Np _T `- . ' , ♦ _ r Ts' pp- � .0 Y E)qST IM JW�I■ _ Nnv-T27. 7 / N * - O .2R - I '#t1$ �- ' Q ` NNv.1no ' r UNIT i O- 1Q UNIT jJDr 13 i _ _ T0.W.=135.0 t / ♦MAC*\ v a _ » 1 ~i S Y t / } 4. � .' I c ' x io NrN lee INV- 2!.0. a - - . _' i- �/ ♦ ` ._ .. _' •/ - ./ %:Sti' .^ ,�- ,,,, -r •.'••._ .' - _ �/ �1 ', \ T�..'z l.. 1D 1ST R 'y 2 NIF%, UNIT NO.F11 k s� - TEST T�ATA PORTER & CA THERINE S. - i- - - - t , - T.D.W.=16.a - - - - to - CONOUC1fn BY DES" 1 I - - ' OPOSED WALL , 4 t � � � 4'.1{ PROFESSr01 ALS WC. ON 5-6-96. I - d�" ...► " •, COLLINS 1D ,� , UNIT No. 12 TEST PIT No, 110 TEST PIT No. 100 DRIVE y T.O,W.=136.0 0 - TOPSOIL _ 140 14" 0" -t019? YELLOW BROWN SILTY LOAM U t �. ♦' - N 14" - 24" YELLOW BROWN STONY LOAM l 24' - 34' REDDISH BROWN' SAND 19" - 10' REDDISH BROWN SAND do GRAVEL - - 4 - -'' �� _ _ ' <1 / / �2 - F ; S e. q It •� $ ' ' . 1i N/F 34" - 10' REDDISH BROWN SAND WITH WITH STONE w.- a^ r �,,■. - ' ` K 4 4 ~ DA WD DA ` .. _ C. & LlN S. i p VEINS SAND 4r GRAVEL NO WATER ENCOUNTERED _ - rl wt _ Nr � •rR � r■1 - , - r �3 � - - - �'- _ "^ s -', -- `,.`' i.,•:4�`r�. NO LEDGE ENCOUNTERED _ 4 - " f �- �' - _ i0' 20' MEDIUM REDDISH BROWN SAND is 1 . GRAVEL I - - - _ \C , /it IMI kw ,� _. . _ ... i:! NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED 0 S' 9 YELLOW BROWN SiLTY LOAM _ - _ - - + T T- i -• A u 1F„T Pli No. O1 , 4 t f _ k ,/' 178862.39 9 - 13 REDDISH BROWN SAND do GRAVEL O �"/ , ' / " 200729.93 ` I t ' TEST PIT No. 113 WITH 3" - 4' STONE , 160' ti 15" CPP O 4 387. t0 ` t ' N 0 '- 11' TOPSOIL NO WATER ENCOUNTERED " t y' ; 11' - 19" YELLOW BROWN SILTY LOAM NO LEDGE ENCOUNTERED / 77:r TEMPORARY ' r t n •/ 19" - .5r YELLOW RED SILTY LOAM a . '�•e 1e ,. .■ i .. r,. .. f TEST bfl tOIA _ _I._- - - y ,: TOPSOIL 32' - 45" FiNE COMPACT RED SANDY LOAM 150 -' _ - " fi{' + , / - - `�\. � �'-' J � •a STOCKPILE ` 45' - 12' FINE RED SAND 0 = 4' YELLOW BROWN SiLTY LOAM I r _ _ _. _. / 1 ,$o O RY ,t { �r '�y? NO WATER ENCOUNTERED 4' 13' REDDISH BROWN SAND h GRAVEL NO LEDGE ENCOUNTERED NO WATER NTH 3" NTE" DBE _ \_Y �� NO , AT � cEN, CnrW �r ro t.I5510 _ __ ._ _ , '� C� ''. It I �l. ' 1 I • `.- .. ' NO liMvc cn.,w.,cnw ` - - - - - •- , / l_ - _ - + 7 ic'+ [sue- r. TEST PiT No. 114 a// P-S =6 6' i �• a R'`' ^ _ 0 - 9' TOPSOIL TEST PIT No. 102 - �- .I' �. t \ \ t !E $0 a.�I. 1 9im A I N 25' YELLOW BROWN STONY SANDY LOAM 0 - 10" TOPSOIL .. - - -! ✓ ` , 4 C8 5 1 - Y W BROWN SILTY LOAM /� / ✓ c , t O I 1. !� , 0' 3 YELLOW BRO L 0 / STONE TO 3' I '_ ---• / \ 39" - 64" REDDISH BROWN SAND do GRAVEL •- -•�16 _ � - � • ," t2 , - _ - F -- T •+ ;,t? 25" - 55" REDDISH BROWN COARSE SANG 64" - 12' MEDIUM REDDISH BROWN SANG I r _ _ 0� - �� / '' , _ - .a •� aa.- 3. _ F t Lab I «a f GRAVEL STONE TO l" NO WATER ENCOUNTERED I _ - n : t �( Q I j >, r� �✓ I Y l v 55' - 10' MEDIUM RED BROWN SAND NO LEDGE ENCOUNTERED OWNS. - ■B� ` ti`f6 i i _ No. 27953 I ttiti l• NO WATER ENCOUNTERED _ - - f , ` `'t 't v ■ �/ I f+ ; ' Y+e �y N° i d4• NO LEDGE ENCOUNTERED TEST PIT No. 103 E" W RE - _ _ \O - t'$ �� , \ , \ tt , ■ % :8a 6 f, s , 0 - 10' TOPSOIL 10 32 YELLOW BROWN SILTY LOAM T� TEST PIT No, 115 32' - 48' REDDISH BROWN SAND & GRAVEL _ - - - _ INV -2Ba.o 0 - 6' TOPSOIL 4$" - 12 MEDIUM REDDISH BROWN SAND - / P H A S [A R E A OF D I S TUR BA 1,15'_ NO WATER ENCOUNTERED I I GRAVEL .� _ �' - YELLOWBROWN BROWNSAND BSdo NO LEDGE ENCOUNTERED I �1 \ ' r '� - ` ( I // ' I °t ?'• . `. f J*� �I `C I _ 38" 44" REDO�tsp x ■ I , ►..,.. ,A 13 MEDIUM RED GROWN SAND � I a ._ - _ _ , , 1 115� ' � 4 � . ■ (t m+.ni j '. a NO WATER ENCOUNTERED TEST PiT No. 105No. 105 \ _ I " t NO LEDGE ENCOUNTERED 0 - 13' TOPSOIL (.Ai'p�iTlJilEw� • ' \ - _ I' INV 16 368t 13 40 YELLOW BROWN SILTY LOAN a . p 1 'f i t % ■ i O I 40' - 115' FINE COMPACT REDDISH SAND TP 1 - ■ 1�� t ' ' _ . ; PHASE I CUT AREA TEST PAT No. 116 115" _ 133' REDDISH BROWN SAND & GRAVEL , f f ,33' 2V MEDIUM REDDISH BROWN SAND 0 - 10" TOPSOIL NO WATER ENCOUNTERED 10' - 24' YELLOW RED STONY SANDY LOAM NO LEDGE ENCOUNTERED 24' - 6' REDDISH BROWN STRATIFIED I I ,�Y.,7a5 +i Lug SAND do GRAVEL TEST PIT Na. 106 t J ( ; '"- I TEMPORARY 4 I 1 } 6' - 12' MEDIUM RED BROWN SAND 0 - 9' TOPSOIL - - I ! \ y0 TOPSOIL IiN NO WATER ENCOUNTERED 9' - 41' YELLOW BROWN SILTY LOAM W =178 t ` (Ty) <1ga.5a !s`°' i -� �'� , `y TOCKPiLE 41" - I BROWN AND do GRAVEL I T 0' t PP r t, NO LEDGE ENCOUNTERED - 78' REDDISH 8 S 5 I / % 78" - 18' MEDIUM REDDISH BROWN SAND Rtvr�� I t T.O.W =181.5' I - I N. J 1 t 2 NO WATER ENCOUNTERED iti'' ) aP' �� cS e i +'� t x-:r* TEST PIT No. 118 NO LEDGE ENCOUNTERED 0 - 4' TOPSOIL I ,NV -171.5 : INV.-ns / <t 9" - 29' YELLOW BROWN SILTY LOAM TEST -�T - " I I sl �a 29" - a5` REDDISH BROWN SANG GRAVEL 0 - 9' TOPSOIL I - }. n y �% I I A Nl STONE i0 a" 9' - 19 YELLOW BROWN SILTY LOAM / t T.O.W.=181.5 I (n/�I, 'I T , A #rB , I A 184 T BS` - 11' MEDIUM RED BROWN SAND k GRAVEL 19' - 29' REDDISH BROWN SAND & GRAVEL , _ t i a !/7 I f E , 29' - 13' METhUM REDDISH BROWN SAND ,sty I # > t z NO WATER ENCOUNTERED NO WATER ENCOUNTERED - F / �t �'_ A LEGEND NO LEDGE ENCOUNTERED NO LEDGE ENCOUNTERED W'i �/'I ( tit I i \ r • o IRON PIN TO BE SET t TEST PIT No. 108 t ,' ,` ' �J �._ ,o 4 '2 • EXISTING IRON PIN TEST PIT NO,119 0 - 10' TOPSOIL i r i - - `'} P P18.52 ' �' j , o MONUMENT TO BE SET t.'-d., gel. 0 - 12' TOPSOIL +0" - 5E` YELLOW BROWN SILTY LOAM I t F .163.00 _ t ■ EXISTING MONUMENT 12" - 45' YELLOW BROWN COMPACT FiNE SiLTY LOAM 5a' - 94" REDDISH BROWN SAND k GRAVEL - .., °,I817� 25 i i V182.£i8 _Q-' EXISTING SiGN N`v ' y ry W -, 10' REDDISH BROWN SAND do GRAVEL 94" - 114' FINE REDDISH BROWN SAND t ' �' 9N { LLL , + t s -EXISTING UTILITY ' t STONE TO s' _ + ? o 'E ST1 G POLE t t 114' 1T MEDIUM REDDISH BROWN SANG o , ' \ / 4 9G , • • o.17d. I } - EXISTING LIGHT POLE f' + `J \ :s "�. 7 s5 EXIST. SANITARY MANHOLE PIPE '. `4 NO WATER ENCOUNTERED NO WATER ENCOUNTERED '° i]fi :+4 - a V 14 NO LEDGE ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No- 121 x2 ' 4 1 2° TF-176.69 r 7 W ! t s. l f 87.3 EXISTING WATER MAIN t INV-166,34 / / A - , i EXISTING SPOT GRADE ;. o - 9' TOPSOIL + 27 - " - - - ` ( s -,'Do- EXISTING CONTOUR AND ELEVATION 9' - 43' YELLOW BROWN SILTY LOAM I o i---' { _ F -{t27- PROPOSED CONTOUR AND ELEVATION 43" - 7' REDDISH BROWN FINE TO MEDIUM 'O I LIMITS OF INLAND WETLANDS SAND. SOME SILT "t ` CB 30 _ + `� r r� f \ I $i l EXISTING TREELINE y 7' - 11' REDDISH BROWN SAND k GRAVEL , �a r '�^` { " 5 `SVN � � '""' c 1 �`- J rYv'1 PROPOSED TRE£LINE STONE TO 6' e- NO WATER ENCOUNTERED j�Q�-% �'' • \ 1 �% ■■ �■ SILT FENCE ` N, NO LEDGE ENCOUNTERED , ^' •• '� N �, \ g �I75 W 1 + 4 L , HAY BALE ' NV' .9 DEEP TEST PIT LOCATION ,ae PSMH10 _ ♦ TFs17516 / II,yVe f65.53 NOTES: / '�^ �,.,ea•° xf EsI32 1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS / �O ' t F BASED ON THE MONUMENTATION FOUND IN THE FIELD. THE 7 / --'� � _ 176.0 \ PSAtti7 STREET LINE IS PRESUMED. o ` . \ \ TF=172.54 --- -. V.,sB• INVx)82.40 2. THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON xNv-2a5.5 wv,. I h+v.-2e x 15 :08 r AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION two e.o / 1j7�' I 180 o � 7 ,� 167.77 ; oa.�yt t t t •L� I l �ti€. `•,. WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. T0.►,y-i60. T ( T.O. T.O.W•=175.0 1 4; I , � � I 1 _ 3. RIGHT OF WAY OVER THE EXISTING PAVEMENT iS IN FAVOR OF I A PC ' 00 , � ,; � pit 1. PARCEL N/F OF JOHANNES AS PER VOL. 42 PG. 278 OF THE I / Wv_2a7.o Y mNv..l7ao n gp SOUTH WINDSOR LAND RECORDS. 4. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. No. 68038, I 4 I 7 U.S.G,S. MEAN SEA LEVEL. , ' 1 ` ' t � t ( ' 3t I X179,0d ! , 5. TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO T-2 - 7 STANDARDS OF ACCURACY. I r 6. WETLANDS DETERMINED BY HIGHLAND SOILS, INC. AND FIELD ` / r,,_, sB g 121 LOCATED BY DESIGN PROFESSIONALS, INC. TO A-4 STANDARDS T t OF HORIZONTAL ACCURACY 6 - t 1 � .� I t PHASE 3 AREA 01', �D S�URBANCE MAP REFERENCES: 1 66 \ �P�sMHs ,6 # ' r M■ >r ■■ "•'�, 9 INV-ess.o ' iNV=,161.84 1. "CONNECTICUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY ` i , ,.,� MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING■i"�'� Too y , ROAD -FROM WAPPING CENTER NORTHERLY ABOUT 7600 FEET- 4 I w . hi t? ROUTE No. 194", SCALE 1"=40', DATED AUG. 31, 1933, SHEETS `- ,� 3 _ " �t ■++n`-'' t3bngr 2 AND 3 OF 3, No. 132-03. �" •-- -- Q/ --- � 7 � � � � � � r � M IMI = 40 911 � � 9■ r 'I � � � � � r !• ■9 �' � � � � ■9 AAA � � `' y �1g k�� 1� I 10' WOC CRAWL om1! 2. 'HILLSDALE-SURVEYED FOR FRANK C. STODDARD-EAST _ - - _ .. - _ _ _ _ _ X' �' tbs ds ti • ;� 39 •r - - - - - - - - - - - i6o'-is`-5� - - - - - - - - r ■�' % / P�� WINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.' . A f 1 ' SCALE 1 "=40', DATED MARCH 1938. PREPARED BY PETERSEN - _ _ - Y7 ` 1/ok# `o d,Tr I - - - - - - - = - - - - - - - - - - - - - -+�' A p� ! +1 XY75Ni1 + 7 1h AND HOFFMAN, ENGINEERS. / _ a , r 3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND l �/ �- 0 2 eu Aus to' sue£ YARD I t t 174 V. HILL ROAD do NEVERS ROAD -SOUTH WINDSOR, CONN."- i 1 r ` - Tad- TEMPORARY+CM SCALE 1"=100 , DATED JUNE 1968, REV. TO JULY 25, 1968. _ „ r - ,l ` - �„ \ TOPSOIL /1I� 'M: -I-f t� STOCKPILE �s�,/f. I + PREPARED BY GRISWOLD ENGINEERING, INC. " '�" ' r PARCEL. . ' -v ' !60 j FOR PHASE 1 N F / u A� ,mob s� �f UNIT No. 33 UNIT No. 34 "n ' _ t23 2'� ___._�._ UNIT No. 35 UNI No. 36 1 t / 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH _ COLLINS CR0S�7wG.�-'. - od} T.O.W.-163.5 T.O.W.-163.5 I TO W.••t86.25 T.O.A-166 5 , TOWN OF SOUTH WINDSOR SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS ,.. }[� ROADS -SOUTH WINDSOR, CONN.". STATE PROJECT No. 132-88-047 EA, 2T1.473 aq a� _ '"''0 1 SOUTH WINDSOR HIGH SCHOOL r�11' �`� r+v+t o � ,NV-,SNfA I „nr-,erto -, �.5' ` +00 � �+ ra i�+4 y;.S'•: SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2. &23 as c% Nr� - PREPARED BY KAESTLE BOOS ASSOCIATES, INC.. ARCHITECTS. Ip ► �°,e�' I ' t UNIT No, 37 U IT No. 38 T.O. W.-167t25 T O_W.-167.25 a x ? UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS (860) 291 - 8755SHEET v LOCAT{ONS AS SHOWN. ARt BASED ON AVAILABLE t 3-31-97 REV PER TOWN STAFF COMMENTS GRAPHIC SCALE INFORMATION ALL. EXISTING UTILITIES SHOULD • • �� BE FIELD VERIFIED PRIOR '0 CONSTRUCTION. 2 5-12-97 REV. PER TOWN COMMENTS 40 0 esign EROSM ����'UV U Y Y� Collins Cr�osslr�, L•L.C. 7 AL-1 UTILITIES ARI To BF STAKED IN THE FIELD I mmmmomod 19 BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FELT ) rofessionals Inc CONSTRUCTION. ! DiESIGN' STAFF ORAii9V SRB CHECKED. RJA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i inch = 40 ft. % Sullivan Avenue '& Nevers �o�'d civil engineers • planners • surveyors NO.: 95-•845 DATE•• MARCH 4, 1997 23 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF , ��r�1�lJ E lI�#� A OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION By 165 south satellite rood, south windsor, connecticut 06074 DRAN9Nr; NO.: C.• t108 95845 95845-SF' _ ._ i ur.,-:M', .5.,; . .-_. -`fir .. Y .. .h Y. •1,. . - •..-. , f v. ...} '�`a 1 Y, •( .l l'' •{'R \Y 'ice . s :: x' - '. .., r .. , d v.. r • .. , x. _ : .,. - ..,. -v c :.- 4, .vt:: T> _ �.� .J Jj;t• t 'tii r �. j . i. vA ,..�. t Ii 11Y� • -r. ,. • r' .•. - v . - ._ 1, .. R dam' . � s , • �. .i• r '� .0 : v._ _ � 4- i M . a a 4 .... ,-rJ 3. , . .. , . r.. '.., ,3 . 7; a _ . it-: ♦ -. � vrT i. ),. ... ...._ .. .. .f � ., , ^v5 : 1, . 1' .T , , I I �y olp TEST PIT DATA CrntwCTEO f1Y DESkM PROFESSIONALS LNG. ON 5-6-%. TEST PiT No. 110 0 - 14" TOPSOIL T ,t . 14" 24 l uLOW BROWN S ON LOAM 24' -- 34" REDDISH BROWN SAND 34' - 10' REDDISH BROWN SAND WITH VEINS SAND & GRAVEL 10' -- 20' MEDIUM REDDISH BROWN SAND & C,RAVFL NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED PEST PIT No. 113 0 - 11" TOPSOIL ."' 11" - 19' YELLOW BROWN SILTY LOAM 19" 32" YELLOW RED SILTY LOAM r. 32" -- 45" FINE COMPACT RED SANDY LOAM 45' - 12' FINE RED SAND 3 NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No 114 0 - 9" TOPSOIL 9" -- 25- YELLOW BROWN STONY SANDY LOAM I. STONE TO .°i 25" - 55" REDDISH BROWN COARSE SAND & GRAVEL, STONE TO 1" 55' - 10' MEDIUM RED BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 115 0 - 16" TOPSOIL i ' 16" - 38' YELLOW BROWN SILTY LOAM 38" - 44" REDDISH BROWN SAND & GRAVEL 44" -- 13' MEDIUM RED BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 116 0 10" TOPSOIL - 10" - 24' YELLOW RED STONY SANDY LOAM 24' - 6' REDDISH BROWN STRATIFIED SAND &GRAVEL 6' - 12' MEDIUM RED BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 118 0 9" TOPSOIL 9" 29" YELLOW BROWN SILTY LOAM 79' 05" REDDISH BROWN SAND & GRAVEL STONE TO 8" 85' - 11' MEDIUM RED BROWN SAND & GRAVEL NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT Ne_ 119 0 - 12" Topsoil 12" - 45" YELLOW BROWN COMPACT FINE SILTY LOAM 45" 10' REDDISH BROWN SAND & GRAVEL STONE TO 6- NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 121 0 9" TOPSOIL 9" 43 YELLOW BROWN SIL-IY LOAM 43" - 7 REDDISH BROWN FINE TO MEDIUM SAND. SOME SIT T 7' 11' REDDISH BROWN SAND & GRAVFL T T 6' S ONE 0 NO WA ER ENCOUN LRED NO LEDGE ENCOIINTEREp IE51 PI1 No. 100 0 - 10' TOPSOIL 1 ' - " Y WN TY ' A C 19 ELLCW QRO -rIt a0 M 19" - 10' REDDISH BROWN SAND & GRAVEL NTH STONE NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 101 0 9' YELLOW BROWN SILTY LOAM 9' - 13' REDDISH BROWN SAND & GRAVEL MATH 3" 4" STONE NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. IOTA 0 - 4' YELLOW HROWN SIL TY LOAM 4' -- 13' REDDISH BROWN SAND & GRAVEL WiTH 3" - 4" STONE NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED O - 10' TOPSOIL. 10" 39' YELLOW BROWN SiLTY LOAM 39' 64" REDDISH BROWN SAND & GRAVEt 64" - 12' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERECI NO LEDGE ENCOUNTERED 0 - 10- TOPSOIL 10' 32" YELLOW BROWN SILTY LOAM 32" - 48".REDDISH BROWN SAND & GRAVEL 48" 12' MEDIUM REDDISH BROWN SANT'1 NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED 0 - 3" TOPSOIL 13" - 40" YEU_OW BROWN SILTY LOAM 40' - 115" FINE. COMPACT REDDISH SAND 115" - 133' REDDISH BROWN SAND & GRAVEL 133' - 20' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PiT No- 106 0 - 9' TOPSOIL 9" 41" YELLOW BROWN SILTY LOAM 41' - 18" REDDISH BROWN SAND & GRAVEL 78" - 18' MEDIUM REDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED JEST PIT No. 107 0 - 9' TOPSOIL 9' - 19" YELLOW BROWN SILTY LOAM 19' 29" REDDISH BROWN SAND & GRAVEL 29' - 13' MEDIUM REDDISH BROWN 4AN.D NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED TEST PIT No. 108 0 - 10" TOPSOIL 10" - 58' YELLOW BROWN SILTY LOAM 58" - 94" REDDISH BROWN SAND & GRAVEI 94" - 114" FINE REDDISH BROWN SAND 114' - 17' MEDIUM RFDDISH BROWN SAND NO WATER ENCOUNTERED NO LEDGE ENCOUNTERED SN£7 Co. ,No• 96 Ic4 . _. r _ rr _ -. . , . +,: a.' i_ t. f .. t,- 4- < .. i+. .)R'A1 1•: F, .a .-. • 1: 'i'_. y I 1 L i A b t iL ,: r < 1 ., R 1- + a+ y a t,: t . , , r t P 1 . , .' J -S4. R .+ i'II,, . • : i'' .. x ,e.'' I - / w ri. i.. 4 v v... 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C B. -116.6 . £X DBL .jw-, - - v .t' _ a TF.=114.11 19+17.72 A i•-•�X - lF R118.1,5 // - .-___.. r_ >Tra INV.=105.6t EX J _ _ %� !VAN �. -. _ F.out- 10.32 BULL 6 ,F-..:e'_"_ )t £X. C.B. EL.aul=170.I7 ..� S ',">116T7 _ F� alp..o` ��_,a_, - .. �._ L,.. 1 £SAWN. �1 TF.=Ill.7J INV-110.17 NEIL _ - Y..s - - � -r F.i,,,s1125�3 _.;r,� ':44 , .� -� - 1 - _ _ SN T-La t , - _ N f0 ET Co I ` a 2 } T.F.=111.46 F_L.br=7015J N ,+.. a -: �� i,? r. ' f'X15-1 i..f? a, r_ r^ 11 _ - - 3 r _ _ - t XJST M t - 1 F C.V twii }'� 5% EX G' B r �� �y1�riL/ - - ' 1 " , f i_ou1-10683 r5 R`P ;sue; ,��"•-, �_ t*, 3�1'•� ST. 8" STUB A 0. -''• 1T t $. ,,E 200121199 1f:=-106.99 " 1 _ _ _ - - ,�-! �. �..i._%R•.. -r-,ems•-.�;j_ :R-''�,"r _''�1 �-- _ 1 1 - - ti � � NTH TRA�'I.i k ; t .�....� - yU }-r:. 'F,L.N,-l0J.54 4' R_C-P. ^ - - - - •- - - --niirJb . - - _ - r'•. - - F.L.out-103.49 -may - - o .z"_ "7v, ..:�... ._'"\' - - - - r SAdEf Co - �j■1 �w ■wNr l �I �� w 1i �I■ '� M •: - ; _7_ , �:.. .! . No- 98 -. _. ■ s a■ - - PDMH1 a r 1r 11� r 11 1 r - , ^ , . -4' - } 1' i _ � .u+ ti ,� . _ - `1 - ,,� . _ I I IN V-110.3 <. 1 ' • / I 1 r �t r t .. ' - - " EXIST C.KD. .r 1 , j 'r r ; J � ' •;i t ate t /" - Q f 57. IP N _c a 6.'lr 'I .` l ■� A M M 1M �. no � r ' 'L / ° N�118372.99 E t, 7'1t " / i ` ' s I SNf"T Co. fXISL MOV. 1 , ! 4 E 00119.24 x, <, • t ` �717Ci'2 40 _ I' , i `� -5 y . No. 97 � I I 1 i .' .1, 1 r Imo- I I,N'V 06.84 ,MDE , , 1 MADE r f cR l DRI O 19 ♦ r ) fX15T Houf,L , � � 41L L- '',.'' '�A i r } 716Q STAL11 RN , .t A Y' 6ETi M)N 13 '� J ''!"" J i � a Z < r a - ,R ` I.1 ODTLEI RE * 1 /' ¢?? r)� \\ f4,°fix Es ). 4.`' r T F ,00 '� , \ I i i �q .J "t :..Y- ��E.,. a i r > " , 4 ., ,k ,, . r n 11s.� (1s" wlLci" �1 1 1 538' UNIT �NO. 1 \\ x5`� �I !`�y r-j41 1r_ i E SHEET 23 FOR DETAILS ` j` 1 T.O.W.=t25.5 '� / >' 1Ti-� A ♦ ` i 1'.,M ' (i, it i �,e5 TEMPQRgi�' o - ! I r ! � - 1 .' 1 - i i ♦ r Nu� } ao 1, 1 TOPSOIL 11 r: r N /F ;+; t I 1 T CKF r / . _ , 1' : z.' , i i i ♦ - fi. I s o Ltr '� `-: 1a . FOf2 PHASE 1 r 1 i � FAI TH C. MARTIN -, , - '. - , 1 1 ♦ A 1 =' _i '::1 I. r a,. cR 1 i ; ,, • I I i i 20� ; Y I r 1 �� 21.s' 1 r 1 r\ /r O ,/ `•1, i ■i r I 1 •,�L ; UNIT NO. 2 ° 1 , , _�, "- -- i ■ _, 4 T O.W.=12 7.5 .4' / ,4 / _ i , Est N �,.,,� 1( r�o / .. - ( r i -I If rIv ___ __- - ------ 4 � =,. I / £X15T '. �2/ i I i r� t 7 1 LP �8885 8 ' / �• a < f N�F i 1. j �' r �' ` t78785.66 E 200322:25 BARA M E 'l�3�T,B5 & BAR HN A. i r ♦�f � INV ,9. r ,' � .'�' � .. � _ r , . , Ii 1 r •/ ' 1 rL' .11"I ff RI RV D % GRA ' _ - UNIT NO. 3 / 6 r ' N 176885.446 LA JDHANNES CALLAHAN I / ND / ` I i I , �_ k ` l ■ Xw T.O.W.-t13� 3 + ( E 200322 58 ""NO xtv.,2&5 '� _ err' H t j DI' At. - \\ / - TF 24.63 i kDN. INV-121 / ` �+�.� 7 . , - f.C.B. ' tNV 116.00 , 28 8 y rF tF.=121.80 -- \ I / •M.�(SI MUN. �p LXI5T /.P. ' J -"- /' �[ + /. ,/ N F -� - , " _ E>T5? N 176358.88 - ` _ UNIT' NO. 4 _ EIkEEN D. SCHW SH£O ,_ EXIST L3 F 200353.33 .t • P f0? . T.O.W.-1340 - 1' a, �- N 178183 77 '' � �/�' FDN DRAIN �W NOTES' PROPO TREEUN 1. STREET LINE ON THE WESTERLY SIDE OF NEVERS ROAD IS (TYPICA -- BASED ON THE MONUMENTATION FOUND IN THE FIELD. THE t0' WADE STREET LINE IS PRESUMED GRAVEL DRIVE 2 THE SOUTHERLY BOUNDARY IS BASED ON THE TWO GRANITE I "CUT -STONES" FOUND IN THE FIELD AND DEPICTED HEREON AND BY THE FENCE LINE OCCUPATION. THE MONUMENTATION WAS HELD DUE TO THE VARIANCES OF THE WIRE FENCES. --- t30"• ' 3 RIGHT OF WAY OVER THE EXISTING PAVEMENT IS IN FAVOR OF _ 1 `iR PARCEL N/F OF JOHANNES AS PER VOL 42 PG 278 OF THE rrr'r1,,A!_,- :1.E _, SOUTH WINDSOR LAND RECORDS. - - _ r 4 HORIZONTAL AND VERTICAL DATUM BASED ON M.D-C. No. 68038, 1 U.S.G.S. MEAN SEA LEVEL. 5 TOPOGRAPHY WAS FIELD DETERMINED AND DONE TO T-2 STANDARDS OF ACCURACY. - _. 6. WETLANDS DETERMINED BY HIGHLAND SOILS, INC. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC TO A-4 STANDARDS N/F I OF HORIZONTAL ACCURACY POR TER & CA THERINE S. i COLLINS 140" MAP REFERENCES. 1 "CONNECTiCUT STATE HIGHWAY DEPARTMENT -RIGHT OF WAY MAP -TOWN OF SOUTH WINDSOR-EAST WINDSOR HILL-WAPPING r - KUAU-t-KVM WAPPING CEN TER NVK iHtKL T ABOUT /pUU f Gt (- ROUTE No 194" SCALE 1"-40', DATED AUG. 31, 1933, SHEETS 2 AND 3 OF 3. No. 132-0.3 2. "HILLSDALE-SURVEYED FOR FRANK C STODDARD-EAST WINDSOR HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.". SCALE 1 =40'. DATED MARCH 1oJ8 cREo eorD BY PEl'EPSEN AND HOFFMAN, ENGINEERS. 3. "PROPERTY SURVEYED FOR TOWN OF SOUTH WINDSOR-SAND HILL ROAD & NEVERS ROAD -SOUTH WINDSOR, CONN.' SCALE 1"=100', DATED JUNE 1968, REV TO JULY 25, 1968 PRFPARFD RY GRIS\AIOLD FNGINFFRING, INC: 4. "ADDITIONS AND ALTERATIONS TO THE SOUTH WINDSOR HIGH SCHOOL AND WAPPING ELEMENTARY SCHOOL-AYERS AND NEVERS ROADS -SOUTH WINDSOR, CON( " STATE PROJECT No. 132-88-047 EA, SCALE AS NOTED, DATED MAR. 1, 1990, SHEETS L-1 AND L-2 PREPARED BY KAESTLE BOOS ASSOCIATES, INC., ARCHITECTS. t a` K , uNLESS OTHERWISE NOTED, EXISTING UTILITY -I.. .. LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE "'� N) INFORMATION. ALL EXISTING UTILITIES SHOULD a to BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 ALL UTILITIES ARE TO AE STAKED iN THE FIELD BY A LICENSED L AND SURVEYOR PRIOR TO TR T . coNs LIc ION 3. THIS PLAN iS INVALID UNLESS IT BEARS 1HE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSICNVAL ENGINEER/SURVEYOR- - :r "t�Nioca:.r:3 'iS1•r,a . 93: is^: 4., &v ri:. a _ - _,;ax'k . v. ,:.:.` �_.1 '. f,, ... -`!R f: 7:t�; 1 .titjr y'1 ''t - 4yy � , -1 Y3yj,.. fr •.r'1 3. ,c. V ^. .4 �; 1- Its_ ri. 5 . >a f "� R. 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P. >• f-•. t L rr' +a. s i I �� - - - - - L t c ...�.. _ / �� \- l \ \� 1 � - \ � '7 r /� 'f No. 279.53 " r ; {' , re t v REVISIONS 1 3-31-97 (REV PER TOWN STAFF COMMENTS 2 1 5-"12-97 REV PER TOWN COMMENTS NC) 1 DA TE DE SCRIP TiON ■ GRAPHIC SCALE 40 0 20 40 80 - -� ,r ` ,ti ^ T+Y'z3: ( IN FEET I'd''.. 0t „A ,.' , i 1' t:.-. �. � � � LT' A" ai k _ 40 L f i inch to I" f� k (860) 291 -8755 )♦ .�'4R' Lf 1' s.'h ' .•ri ,r SEDRY1.'7l/ V�ATY�:IY V A p is , t k8° esIgn . ^ .. i .� �,,, �;, C�c�a`��o� ro f e s s�onal s� In �. � DESIGN•' STAFF DRAWN; ,SRB CHECKED.' R ,X" a .+ A � � 1 „ : ., .�r`, �r;F�;` _RA'` ✓oB No.: 95�845 DA r�" MARc"H 4, 1997 civil engineers a pidnners a surveyors ' 65 south satellite rood, south windsor' connecticut 06074 DRAWING NO.: C.' JOB 95845 95845---SP ��� . .t+ i,'.P,°Yr' < .A In �_SR �� : i r.g r`�2F.1.'..! - . ;�' f ��,K `d .a .# • ♦ :. I Collrns Crossrng, L.L.C. " Sa�Rfi van A` avenue a Ne veirs Ro&dl ®U'IT" �R�9�lt C cL:®�TN E�C'I R CU')T' SHEET 20 23 e soa� 1 �V SiJ l L jww 1540 SU_'VAN AVENUE • UTH W!NSOq =3NPJ LSGD06074 AREA CODE 850 ' 64»-251 1 22. This subdivision may be bonded as two separate phases. Building per snits will not be issued for any phase until the subdivision bond for that phase is posted. D S `%u�f� o�'Souf1� `�uzdao� = 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN 06074 <tioSON Co_e�^ AREA CODE 860 / 844.25E t CERTIFIED MAIL January 12, 1998 Jodie Chase Chase Associates 2033 Ellington Road South Windsor, CT 06074 Dear Mrs. Chase: Re: Appl #97-88P, Chase Orchards t% 111C ,J ail uclly /, 1770 rc�ultA1 111ccu11 b', t/tc nua,lu rvcua„ua nb'c 11vyl L-UnzuL VaLIU11 Commission approved appl #97-88P - TWA/Cc permit for a road crossing and stormwater drainage associated with the subdivision of t 61 acres to create 51 lots to be known as "Chase Orchards" on property located on the easterly side of Avery Street, southerly of Partridge Meadow and northerly of Pine Knob Drive, RR zone (Assessor's map #93, parcel .13) as shown on plans prepared by Engitek-Luchs and revised through January 6, 1998. 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 & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against anv liability, which mteht result from the proposed Operation or use. 3. The permit is valid for five years and shall expire on January 7, 2003. It has been IWA/CC's policy to notify landowner(s)/applicant(s) of expiring wetland permits. However, it is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 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 bonds in the amount of $10,000 for Phase I and $5,000 for Phase II to uc yuStcu t,r--ion to the start of rnase II. They are to be submitted to the Planning 8c Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. Conservation easements shall be placed on lots as indicated by Town Staff and delineated with markers. 8. Conservation easements shall be noted on the deeds. 9. Open space areas are to be noted on the deeds. 10. Open space areas shall be indicated as such with markers. 11. The applicant is to provide as-builts of the bio-filters and mitigation area. Cc: Chief Building Official Planning & Zoning Commission Town Engineer Engitek-Luchs Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman ,O � .,��` 1 tii� K �✓?!` j �...-��+' ti,�.,,„� tlrri'Ir•R'.+��} �I .,i.• �g.Ny ��.i-`.I;i'.�. 's�.. 1540 SULLIVAN AVENUE SOUTH WV:NDSOR. CONN Qr074 AREA CODE 860 A p r i l 3, o, 1 tJ`y,,; N1 r. John J. Doran Chase Associates, Inc. 203.11 Ellington Road South Windsor, CT 0607-1 RE: Chase Orchards `Avery Street O\/t, L" ►`Y Lill L/JSJR. l-, l Dear Mr. Doran: The South Windsor Water Pollulion C tmt;ol Altthorlty, at its regular -1_1 10. 1 3 l , I oy guve approval for the connection to the Ttt<<,n's sewe)_Ull' ' system of a rei;dential 'urd:vi.,iun a! Avery Street, as more specifically shown on plans eroded "Chase Orchard, - t roil Space Subdivision" preparod by Engitek-L.uchS. Enginrcrs, of G-IUNL lnbUt , Conr3ect3cur, Drawing, Nos. I I and 16 dated 11- !0-97, revised January 214, 1998: Acts. 1=, 17, 18. ?;), :arC ;1 ;.anted I I - 10-97. revised March 3. 1993: Nos. 13 and 14 dated 1-6-98. revise(? Nlarc i 1,1tr98: 1,;. 1!} Bate 1 1-10-97. no revisions. and No. =? dare; 10-17-971, reviled No enib r I0 anti 24. 1,`!li?, anc! January' 28. 1998; and subject tc the foilov. ing conditions: April 15, 1998 CERTIFIED MAIL John Doran, President Chase Associates, Inc. 2033 Ellington Road South Windsor, CT 06074 Dear Mr. Doran: Re: Appl #97-88P, Chase Orchard Subdivision We are pleased to advise you that the Planning 8s 7.oning Commission voted on Nlarcln 31, 1998 to approve with modifications appi 497-88P, Open Space Subdivision Dr. = 60 acres to create 51 lots to be known. as "Chase Orchards' on property located on th- easterly side of Avery Street, southerly of Partridge Lane, RR zone as shorn on plans prepared by Engitck-Luchs, #A-91-39-1 and revised through Feibruary 10, 1998. Th:s approval is subject to the following modifications: -. This approval is fcr 51 lots, number I -- 51. 2. Concrete sidewalks, built to Town specifications. shall be installed on cne side of 2'_11 new streets. 23. The sidewalk on Trurn bull Lane is to by constructed on the east side oir tr,e street in order to be consistent with the already -constructed sidewalks in Partridge :Meadow iI subdivision to the north. 24. Galligan Drive and Shepards Way should be renamed. 25. The management of soils at the site shall be in accordance with the notes or, the subdivision plans signed and sealed by the Planning & Zoning Commission. The developer shall comply with all applicable federal, state and local environmental laws. 26. Town open space shall be delineated with metal bour_daiy markers in accordance with the Open Space Task Force recommenciatiors. Th; open space to be deeded to the Town of South Windsor is as shown on the attached man. Black and whits transparent mylars of sheet # 4-9 with the above modifications, wa ther with three blueprint copies of the entire set of plaris must be sLbmitted to this Cor_zmission within 30 days to be stamped -and signed. The letter of approval of this Commission, inland Wetlands Agency�'Conser7ation Commission, as well as WPCA must be reproduced on the my„lars. After the Commission has signed the mylars, they will be returned to yrcu for filling in the office of the Town Clerk by July 18, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, I . Technical approval of the TIxwn Lne:reering 17er.:rtire-ir. PL.kN%Illslli & ZOIVIiVis C.J?v`hrfiSSiOh' :. Drainage and construction for -his subdivision is subject to the approval of the Town '. Finn! Atnho�rity approval and aeccatance cot the saniratti se«erage co3nne;titan .vial be helot Engineer. � - `"�- �����✓ - given ,note the newer line blot rttstai(ed and inapcc:et! by the'Toxvn ,t.tlt, laid hUNCLl upon the written verification of the Town ;tal'f tt ,t sari :r„t:,tlC!i -t. All lots shall be served by the Town of South Windsor sanitarysewer sys:etn and are Frank A. Castro, Chairman insubstantial conformance ~viol the do;i_n pl4ns previol-Isly apnrcncd -,� toot ;valloritt:, subject to the approval of the Water Pollution c:ontrOi Authority'. snd rnect3ng all Town rc uidtion, and appropriate trcttnic::: ,f ec! ticat;t>m ?, I� tin•: tot ]illtttilll' aLwLr Cl)P.S[rtJCtl(11t. 5. Water shall be supplied to this subdivision by public wa+er. �. Al! easement across the G,u-dncr Chapman prorert%. in a form ocL:,praolc to the Tawn she T ,tt Sct;,th and Vernon :octet; .� rite trtrnl; aims ; h. , Street lighting shall be installed on streets, at inter -sections. and a:: cut_ -de -sacs m. u: tlic SAttvwth Windsor f e tae St/uth Windsor side of the rt>advE•ay, ,hall rx: pre;vidcci shall accordance with the policy established by the Chief of police. Street lighting is to be coordinated with the Chief of Police. : The flee houses or, Lc,t, No. 1 rhr,-)L lh 5 may not ha%:c ha,emew ,exver less u_::u1ic„ pumps are provided , . Street names and locations of fire hydrants are subject to the app-c?va.l of the Ft_e Mar shal,o` tine Town of South Windsor. Strect narr_es and supporting posts shall ;e 5. The atnount of developed acreage to1'te tts.,c sctl by the Town of South Windsor 39.9 i. installed by the developer in conformance with the standards of the Town of Sout1h acre �. ► 1 Windsor, at no expense to the Town. h. Thi approv:il letter must be supErimpcsed on the final approval pl.ins g. A liability insurance policy shall be submitted to this Commission taming the Tour, Ver_v truiv vburs. of South Windsor as an insured, with a combined single 'limit .or bodily injury and/or property damage in the amount of $1,000,000. -� (- 9. This application is subject to the conditions of approval of the inland Wetlands Agency/Conservation Commission, including a bor_c in the an cunt of $15,000. Th t2as Hindson, Chairman Water Pollution Control Authurit', 10. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. TH-n cc: Matthew Galligan. 'Tttwn Manager Michael J. Ganttck, Director of Public NX'ttrk: Jerry Iuzzetta, Town Engineer Marcia Banach, Director of Planning John Collins, Chief Building Inspector 1' . ALt plans used in the field by the developer must bear the stamp and authonzed signature of the Town of South Windsor. 12. In accordance with Section 4.C.1 c of the Subdi,rision Regulations, a combination of land and fee in lieu of open space is approved. The open space laic: shortage is 4.04 percent; therefore, the fee will be 4.04 percent of the usual fee. The usual fee is ten percent of the: fair market value of the property prior to subdivision approval. This fee is pa} -able on a per -lot basis at the tdmc of initial convey rice of each lot, The applicant must: provide, with the Commission's agreement, an appraiser to determine the fair market value. 13. All easements for conservation purposes, d,.inage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the my Ors and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 14. Footing drains are required for each house. Prior to the building of any structure cn a lot, a topographic map, drawn to a scale of 1" - 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits ixqll be issued until the proposed contours, floor elevations and location of footing drains have been :approved by the Tc`' r. Engineer. 15. If, for any reason, finished grading and other individual lot site work is not completed, the Town Engineer shall deter riLne the amount of a cash bond to ensure fina_1 grading and site work. This cash bond must be submitted orior to suar ce of a Certificate of Occupancy. 16. Quantity estimates must be subr3iitted to the Town Erigneer (an :he enclo,5ed font) for the purpose of determining subdivision bonding, and all bonds shall be postal% prior to filing the plans. If the developer chooses to subinit a Letter of Credit for a ore -year terni, in lieu of a surety bond, said Letter of Credit must be renewed 'on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission rray, at its oFtion, caL the Letter it is holding. 17. A drainage assessment fee in the amount of $2,550.00 shall be submitted L-) tr,is Commission. 18. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. / 19. A conservation easemen, 3.15 feet wide is required .along the rear boundaries cf Lots 19-27. The purpose of this easement is to scree: the:ye lots from the Special Economic Development zone Ln Vernon. The developer shall provide a landscape plan to provide screening in the easement area subject to review of the Planning a Zoning Commission. 20. The portion of open space abutting Avery Street is to be deeded to th Windsor. The remainder of the open space will be Associaticn-o%vne 21, Approval to construct five model homes is granted. All normal t: still apply, such as provision of emergency access, building pe.r The model homes ca=ot be offered for sale and cannot re, Occupancy until the site bond is posted and final plans are file office. All normal certificate of occupancy procedures remair Ch. SOV ti 0 � r r ', N C N Z OPENING FOR / FXiST 8" PiPE _ NOTES: a __ ,. ALL Ek.TERipR WAILS OF CATCH B B 12" ALL MATERIALS ARE TO MEET CONN. D O.T. SPECIFICATIONS FORM 814 AS AMENDED ,, BASINS WILL. BE FACED, PAINTED ! i i _. 14"Xln" FOurEn A, f )MIN'HU I� B 5/16` FINISHED GRADE + AND GROUTED WITH CEMENT, ; j SAFETY RUNG MANHO,_E Imo- 9' i 50'-0' RIGHT Of- WAY 5' 1 -B 3�8' S` N 7 LADDER RUNGS SHALL BE PRO- - --- - -- yI ! - 5., T -.-___----------- ----- _ -. -- --- - _ _ -------- 4 t3%t6' 3'-1 3/4=-•• .. 4 t.l.•''6'--f-1-fi-tom-';., STEPS t6"O.C. ,OP STEP R�2" I w _ I (PUBLIC ROADS) + I 3' MIN -S f-f i VIDEO IN CATCH BASIN WHERE TO BE 4" BELOW FRAME ? - - = i-- HEIGHT OF STRUCTURE EXCEEDS I ? STANDARD PRECAS -.- _- I -� C �-'�� ►- 25' 25' I T ---- - i w -- -- - --- _ __ _- - -_---- -- - - - 8 FEET. i �� w �-�-._ ----.-�-•-----.-___.____ ,-_._ _._� - ---•_-._..-.-_.__._. _.__ _ _----.. _ � :ONCRETr UNIT__ co 1 --BRICK IEVLLFRS �- __. _ 3. IN SANDY SOILS APPLY DAMPIx - [[] (1] 6" ' 4 �S ,- 5 - 10' COLLINS CROSSING 15' COLLiNS CNOSStNG COt1tNS CROSSING 10' COLLINS CROSSING Ma ' fIT -8 3/8" i 'o'_ PROOFING ON ALL FOUR WALLS S an ✓ c I 12' SUNRISE LANE 13' SUNRISE ANE_ 13' SUNRISE LANE 12' SUNRISE LANE rt3 ii 12 2_ 8 3'4 2 I �.a.ewi 2 v 4. RED BRICK NOT TO BE USED, SECTION A -A _j �_ _----.- ___- _-.-_____v 12, PRIVATE ROADS-2• PRIVATE ROADS N1.tT c 4v _ aOW T pF �5" CONC SIDEWALK7r S. WHERE PRECAST (ONCRETE JPJ,T �� _ n SEE DETAIL-,S USED FOR SUMP THE TOP OF ,-12 7 5/8' ^7 t:y; 1B" THE UN -I T SHALL BE A T LEAST - _ - 4" TOPSOIL do SEED 3 i f /' APPLICA..ON S'ANDARD M.H. i FI SN BI CONC. - / CURB s q'yr' N T i 1/2, }. OF GRADE 811 1 2" t' } '4" 1 4 < 6- BELOW THE BOTTOM OF THE sls" t' �_, FRAME- AND COVER - BIT. CONC. BINDER PIPE OUTLET FROM THE CATCt-i --„ z - - , I� ,' 1 BASIN. \ Jwi g` T `'--CLASS 'C' CONCRETE T`��J 6. WHERE MASONARY CONCRETE UNITS ADJUST TO GRADE WTI' riOTES: I L = \ t N - -- 4" TOPSOIL Ac SEED f` wiI ).__ OR PRECAST UNIT MAX. OF FOUR COURSF S 'ACK :.oAr To er APPLV,'' , 1 / 1 1/ 2. BITUMINOUS CONCRETE CLASS It A ARE USED CORBEL; LNG WILL 6E _ _ _ _... __ 6" PROCESSED STONE TRAPROCK BASE. J - -- OF CONC. BRICK ,PRIOR TO CURB Pi ACEI,tE'.NT A� -- SURFACE COURSE !COMPACTED) AND ,,,4 PERMITTED. MAX.CORBEL TO HE 3". j (COMPACTED) MEET GRADATION M05.01-1 / 11 �.'. t a ! I !/ 1-1/2* BITUMINOUS CONC.'RLTE CLASS I \ V.4" TOPSOIL dr SEED ----- 4' .4" NO PROJECTION SHAi-L EXTEND ITN- I I 3' O''1 _ o ttWwEu av Town - -Ib Sipt Qf LIMITS. o U r' coAnNc TO Bt. APPUED PFR BITUMINOUS CONCRETE 6" MIN. BANK RUN GRAVEL SUBBASE -- BINDER COURSE (COMPACTED) GRASS STRIP RCSERVF0 FOR 4' 4" -- �p M 04.01"° LIP CURB SECTION OVER PREPARED SUBGRADE (COMPACTED) HYDRANTS, POLES, EGT -- --- 5'- 4" - I 7. ADJUST FRAME ELEVATION wl t MEET GRADATION OF M2.06 GRADING 8 WITH BRICKS 6" - O 12" I I CLASS ':' CONCRETT_ PLAN VIEW d NOT TO SCALE OR PRECAST UNLT t'E2i GAS'. REiNE ORCF.i` 8. PROVIDE MINIMUM 2'-0" Of i 16"TYP v `-ONCRETE MANHOLE- SECTION A -A SECTION B-B COVER OVER PIPE AT BELLS jr tccENTRic coNE TYPICAL ROADWAY SECTION - 9. PROVIDE 6" OF 3 /4" TRAPROCK xT ;n` - NOTE ACTUAL DEPTHS dr MATERIALS SHALL BE BASED UPON A .., 5 _ PAVEMENT DESIGN AND MUST BE APPROVED BY THE TOWN UNDER EACH STRUCTURE A' BASE. s� ? r ALUM- p �` CONCRETE S D) CLASS 1 Bil'V OR NOT TO SCALE ENG4NEER PRIOR TO CONSTRUCTION. a dll STEP Jib REINFORCED CONC!tETL ✓ CONCRETE SVRfACE COURSE (OR NOTES: -- - -- - -MANHOLE SECTIONS W TH SAWCU T AND SE.AL JOINT-., MATCH EXISTING, IF GREATER) M.t?4T 1 ALL EXTERIOR WALLS OF CATCH w W - - "0 RING" JOINTS E%tSTING ` L BASIN WILL BE FADED. PAINTED' t/1 PAVEMENTS\ ` v` _ 2"jt OMPACiLD) CLASS 1 B TIIMINC)l,F f d t j 1 S •~ L G �,}� rY �-=- CONCRETE BINDER COURSE {OR AND GROUTFO WITS, CEMENT APPLICATION OF GRADE ^ MATCH EXISTING. 6 GREATER) M Oa17-1 2 LADDER RUNGS SHALL BE PRO �� _ _ _- 5" j 1 V1DED IN CATCH BASIN WHERE 1'-7 3/8"-� 1'_8'' 8"- - V-1 S/8"---. {- - 4'-8 314" - _ % CURB A - A HEIGHT OF STR;iC `URE EXCE'E&S I _ g FEET 1 w a. 1 u O- - REINFORCED CONCRETE. C 4 11 ! 3 IN SANDY SOiLS APPLY DAMP- PVMT-_CROSS-SLOPE ` ° A d A 4 Q _ ) n - BRICK LEVELFR� m rQ v BASE A M OS Oi PROCESSED TNAWZOW( - - -- - -- c o ---T - OVERCAST MANHOLE BAST 4 � _,2-t) 4 4 PROOFING ON ALL FOUR WALLS. J) w I t I_OW Q Q Q Q Q C ,j j o o I 4 RED BRICK NOT TO BE USED. r a � 0, � Q G Q Q � ; 7, MIN. � ;,r 5 WHERE PRECAST CONCRETF UNITzr8 _ ! 2 - S 3;'4 } ? i i Q 1 d /� Q ! -- S USED sOR SUMP THE TOP {CIF C2 °p r 3-5; 8 - - ` - 5 '' THE UNIT SHALL BE Al LEAST x =a i0 r j �b.A_ C ---T-- - -- - - ---_-- ! Lw S [V , 11 r _ I I i f� 8-(COMPACTED) PROCESSED GRAVEL kil 6' BELOW THE BOTTOM OF THE vT - {{I Ci t� ACTED SU"ADC 5' 4- BASIN. O i + f 1 ' \� OPENING FOR EXIST• 8" P V.0 r (i I !a I Q �� (TRENCH BACKfISUBASE OVER �PM 02-GRADE 8 Ly PPE Ol1T;ET FROM THE :.AT(`,Ff j _ _ T1�.- �+Pr. /�� , m 6. WHERE MASONARY CONCRETE L"TS 4 " ARE. USED CORBELLING WILL BE 6" i "4' CRUSHED STONE FOVN!,AT;ON © C) 0 O NOTES j N PLAN VIEW PERMITTED. MAX CORSET o 9E 3 a % ! NO PROJECTION SHAU. EXTEND t%I- w SEC TiON B-B t T AN JOINTS T SIDE OF LIMITS �? 2 _I I-_ t2' w ALL SAWCU D SEALED Jq 0 CJ- BE EITHER PARALLEL WITH, OR PERPEN- 7 ADJUST FRAME ELEVATION „ j OVERCAST CONCRETE SANITARY MANHOLE M'" M'" THE PI R TO, THE CENTER -LINE OF MTH BRICKS F"`G 12' '-CLASS 'C.' CONC, �.�,..- � I r�T,,(•}I I THE PIPE. r i ie (-zx 8 PROVIDE MINIMUM 2•-C" Of Iyr, 11 OR PRECAST CONC. I� W1Dhr TOOLED JOINTS WiTH i ', 2- PRE FORMED COVER OVER PIPE AT BELLS O L -L 7 ALL MATERIALS ARE TO MEET 1/4' RADIUS TOOL EXPANSION JOINT MTi_. •r* +t BLOCK SEE TYPICAL FORM 814. AS AMENDED 9. PROVIDE 6' OF 3'4" TRAPROCk. co not to scpie I i TRENCH SECTION is UNDER EACH ST%)i TURE AT BASE T i I \ ALL MATERIALS ARE: TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814 AS AMEND } , + , T y* r t , 8 I- 3'- 0" w i �-CLASS .y �....,,,,• _ t----- +4' ,rt TYPE C-L CATCH BASIN - ..... ` 2l 3 1/t•a7 •.; 2•r i(:- _ _..-..-... _. _.. J y�:� j 4• y., ` f'j,.J'�; • '' sea+e `-T- -' PERMANENT PAVEMENT _ IF! s• SECTION B-B SECTION A -A I V4"•�" `��T -- T-S4•es 1 7' 0" SUNRISE LANE_,____-4- _..___ O" Ld ---- PATCHING DETAIL - -- �- 5' - D" COLLINS CROSSING A A DETAIL '� NOT TO SCALE ! 1 r t +• % I4 i:n Sa il,. TYPE ' C' CATCH BASIN i :! NOTES: ADJUST BI FRAMEK6 ELEVATION 12"Oty rI1H EIRICKS 6" TO • �" F- MtF' TOP OF CURB �• I S i �. " y r -F_ n0`. to Scde " / _ } 2' _ V 7 ; •=: 4 yP1S PROVIDE MINIMUM 2'-0"'OF - �''- _ - ;ONCRFTI ::�� COVER OVER PIPE AT BELLS BIT. CURB - �7^rr 7 1 4 ~5•,r- /R� `+x.- tJ BRICK INVFR' i j� �l1�• Z LAWN STREETS STREETS LAWN Ion m ! PROVIDE 6' Of' 3!4 TRAPROCK •••••••••••••••••••• " r ' 3.1 MAX. R£SID. CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY .• ••••••••• 1� Rrs B B np, �UNDER EACH STRUCTURE AT PLA" V1Ew BASE.SEE PAVEMENT DETAIL + SEE PAVEMENT DETAIL to 3/16• APPt"A'taN Or :i7ADf4" M�. / •� 4 Min ,-Tt � ,4" TOPSOIL. do SEECNOTES ADJUST FRAME, ELEVATION !- 7 s,S/t6' 1»�- lL-x--.._ r' 1 / ` _ MEET GRADATION O� M2.Dfi GRADING f�' 7 F / ,t 8" PROCESSED OR BANK RUN GRAVEL r WITH BRICKS 6 TO 12 "`11� ! - Approved placgraned non .Tyro, tin on l I C / OR M9 RA � ^ �, r I r material placed and conTpatked in one D �i 12 -! MACH EXIST. GROUND + _ 7 see aA oLFs - J / A PROVIDE MINIMUM 2' O" Of ' " 1 FOR l4 BMS { tout (max 1 rfts. 4" TOPSOIL Ec SEED ' 0NG O O ^ ! �� 5` CONC. SIDEWALK COVER OVER PIPE AT BELLS () (M , �. d 4'X10" 'FORGED ALLININUM 4 T t BRICK i�VELERS t S1EF1+ BEAM i CONC AT DRNES WITH 6" X 6" X 10/10 i IREMESH) SAFE"Tl• RUNG MANHOLE L- -- - - -- ' PROVIDE 6" OF 3/4" TRAPROCK Z , V-•s' LONG %-• { '; . " r SFr Uf-TNL A i �._% -_ -- -Warning toe per Conn. General Statute --- ,• , STEPS 16'O,C TOP STEP •UNDER EACH STRUCTURE AT 1 yl LIARS S-to' I 9 P D u , t SECTION A -A , Ltx4e aR 17ua+61m ^�" section ,F-345. as amended Placed 1r G/ TYPICAL SIDEWALK DETAIL r i0 8E 4" flFLOW FRAME v BASE. _ n6- S A" ,Ak.: M H. ;min.) t0 24' (•rtOx.) above the top of •a FaAMF ANJ 'OVER I _ I - T _ _ ``j .� the p,pe Run Uravel _ d ' <? NOT TO SCALE'�< - ADJUST TO GRADE WIIH ! 2" OEPRESSiQ(ii 1/4-x1 /2 BACK-UP .- S _j0 ` Saho Blanket plac dkand compacted STRAA TACK VE1 DED TO FRAME r %adµ MAX. OF FOUR COURSES I rsat+ran eAociwi rsvE _ " 't/'S I - ------ I n ' ,n 6' ,ayers. No stone _ ___._ __; z z44 L CONC. BRICK PLAN VIEW (," DEPRESSION I/g"xt/2" BACK-UP r etry nva ,M own Y-ems large than , 1/2'. , or 0 TRAP WELDED TO FRAME - action nIr Tov a sTmx•vn �I ' - MateYlai shall meet 12 • I s'-O-a i 1 ipe, as specified -- ,QT. M 02.05 i .r'L11Z __4 •�,-,p �,t,, i41. t�o SPOT WELD OUTER FRAME i/2 O•D- i PRECAST RE+NFORCEDq+F o - c 16'1YP TO GRATE AT 6" O.C. I` �1 PIPE CONCRE TE MANHOIC r --3/4- Broken Trpprocic ECCENTRIC CONE APPLICATION OF GRADF. -► �- -- S 4w9.5 �� t C Q q C 3/4` Crushed stone bedding motet-4 `�� , , • T � y x- 70>Kt' D+A� T Q QI 4 C in rock excovatior or as directed by PIPE CROSS } Tx a �STFo z' I` I 4 IQ Q the engineer. The material shall l t A ' CROSS SLOPE AS PER 4 on•" a' s, Y 3 -0 1 ! C g g f +r REINFORCED CONCRETE DETAIL B' -------. �.-, - Q , MANHOLE SECTIONS WITH CROSS BECKON r I ---_ Q Q 43/4"Q Q T oW 0 RihC JOINTS r " - meet b 0. i. M.01.0..21 for - 2'- b 4 -4' 6" Min C Q Q Q C C stone. Bockful to canterline of Q Q Q Q Q Q C S"'7►rtln ` 4• TOPSOIL AND SEED uwil u ` SECTION A -A SECTION B-B l ' i l A.D.S pipe, 2 , j SRICX LEVELERS - pipe when using Polyethylene or - r S" --�-__ - - aEE DETAIL '6" o MINIMUM DEPTH, UNLESS SPECIFICALLY _ b f - - <' ORDERED OTHERWISE, UNDER 1RAVEi-WAY t 2 �'� -_. C _ O O a ll r 1 1 d _ 4' .0' DIA-- REINFORCED CONCRETE " 7 PI" '. L�'� �% Ci O C FILTER FABRIC ,u A A 3'-,0 w" f t/2". UNDER UNTRAVELED AREAS 3" a MANHOLE BAST: CRATE 'j S 0 LJ 0 O S !---MIRAFI 140S OR EQUAL 4 - -Flow - DOUBLE `J R A TE CATCH BASIN TYPE 2 TYPICAL SANITARY SEWER TYPICAL STORM DRAIN (IF REQUIRED - SEE PLANS) <i _ _ y TRENCH 5ECT10N TRENCH SECTION nts d " _ F I NOT TO SCALE NOT TO SCALE WIDTH OF (,RAVEL DRIVE TO BE " 8` ROLLED GRAVEL tx c '-•-BRICK, CLASS 'A' CONCRETE, MASONARY CONCRE TF OR PRECAS' AS SPECIFIED ON PLANS- ;- �+7 (� _ _ \ -CONCRETE OR BRICK 4 CONCRETE UNITS. WHERE BRICK OR MASONARY CONCRETE UNIT, i r MORTAR INVERT ARE USED, CORBELLING WILL BE PERMITTED. MAX. CORBEL TO GRAVEL DRIVE DETAIL r \`-6' 3/4" CRUSHFD STONE FOUNDATION ' BE 31. CLASS 'A' CONCRIEF POURED IN PLACE f - �---� I------------- ---� N07 TO SCALE P •� � P •fir �!ar ��'; 1 I� OR PRECAST UNtT SECTION B-B i s'-s,nr REINFORCED PRECAST CONCRETE MANHOLE SECTION 'A' DOUBLE GRATE CATCH BASIN T`(PE I 'r :- SECTION r - Y 0 t�01F PLAN VIEW i` °".: r• r CAST IRON HANDLE t, The lower surface of the cower and the corresponding upper surfoce of the frome shall be machine finished to provide o i `i0A'Ap - - smooth flat contact of fit, without any tendency for the cover j-- B O to rock or rattle. I DETAIL 'A' + \\ J .� }..- 8.5" i , ._ ' -___ DL TAIL 'A' FOR U aT WITH 1 i 10" �_ C BARREL] - _ 8 i RUGATED METAL. PIPE 54' OR k �L SLOPE I INF - i T` MIN. ! ARGFR i Y ' A -1 (� - t-- 6.5" !r OoJ ` 0 O tC� F�r 0 O a a ao�o a _ 5 0 A, B PiP -�_" ET"IN ' M TH wAtL SEE NOTE ?, .�s o 00 L� 25" 1 15' 1 35 lb 2 HOOKS SECTION X- X L END VIEW O° 900 O °�/) 0 POURED CONCRETE CUTOFF WALL ' s' iiiV a % CATCH BASIN TRAP HOOD _ O >R PRECAST ATCF+ BASIN SUMP.1 ••: ylx`� c. O 0� ^OI IG SC01e ANCHORFI TO CLRVERT END x J i11t, TT FLARE �� DIMENSIONS F')R REINFORCED CONCRETE CULVERT END ! REINFORCEMENT LV ie A. A B C D E F R, R2 LowaREA OF l WN ARE O sF t " _.._ - . T - Bonding Hde+ � '. _ _ �-' `rwi AREA or y r4r+ AREA 6 .�_ .. �hPnr TOOT ]D.111.PC1r T _ 24.30' W. i 4.7`_ Ih •P' 9 2 )- S t0' t �� �• S ,{'2 I -0' I 0.060 0060 #` • 2 ,�• Y 5' .�Y ,'-♦ , -t' i 0.066 D.069 E ' - i' T pS t.25` . , ,• 2 e' 6 ' z , 3/1 4 13/+ri , 2' 0.22 11077 iiT. Hanori Ides 1 50' -2125" �� r t.50" "# '•_ ,I j f s. °{ !Y 3' 10e4 j 0,084 • t _0.75' I 0.8J _]_ I /8 ' /T" 1' t0" i o.108 0 tCe ! ..-.,-.I. 1}.. t 1.25� i_. ..1.125' ,- ,,s7rlff-, 7,4ry 6-T P._ tnsl2'-5/t8 I ti" ' 0.ase 0.096 I 5' 3 0t 1 a ) 5 e, . 'Ij I _ 1 1 8 T t o r. 4 3 t 3 t •.A 1 ? �' i 7-6 e 1/7 .-o t e'1 Y � oi32 o•i32 i 2i. 5T Uc t t 0 2 a n�is' 7-O 0,144 Ott" 150 ,% ,�. _._. 07S - , V 0046 0.040 3Y• 1 25i?' s/e -- - - 475• ., I1� T 11 - 0 - - - 3 68,' A" r O.os4. P ni ii J.76' -i : yr� 1---- •'� ..�. '=._ .. r 419' E%la- •L�s, �.w. q rr`� ���*,' k'1 SECTION B-B `.ECnoN A -A FLARED END �T IRON FRAME QS•T IRON COVER , 1 _ .,-: .,. ,. I, t ,. , .. I _, a1 ., r.. � _ - ,. _,.,..a_-_. _.,,.. �_., -_� is .:.•as. . e _, ., .. ,� .. r , xe• s . •r 9> - ..a' � _i .a i., . , � 1 ,':': r t < x t .' ,ERw' , REVISIONS -- r- K - .. 8?5�. r O V :A?:JN'� A5 SHOWN, Atli 8/ tl.0 ON AVA :.ABL'r (860) 291 -SHEET INFORMATION ALL EXI,!+At :;T ;-ITIF.S SFaOl1LJ , CONSTRUCTION BE FIELD VERIFIED PRIOR FC. .AhSTRUCTIUN esign DETAILS Collins Crossing, L.L. C. 2. A' U'IUT:i_S ARE. T01 3L aTAKED IN T1:r F'-FLD - � � 21"/,,B Y A i_:CFNSED LAND S,TkVEYOR F',410R ;C, - rofessfonals Inc■Ccx�sTRt;t,TloN ___--__�! DES/GN: RJA BRAWN.- JAL. CHECKED: RJA �iul�n c�an ��`yej�ue � N(fyv(�jrs R®aQ�,�`3. 'HIS PLAN 15 INVALID UNLESS ;( BEARS T E A y 23 IMPRESSION SEAL AND ORIGINAL >IT 6LA ItE _ , civi; engineerS • planners • surveyors JOB NO.: 9J�-845 ©ATE .3-©4-97 *r OF THE PROFESSit')NAL CNG',NF iO:SuR1v'c', `IR NO. DATE OESC RIPT10N BY sate!ilte road, Sough w;rdsor, connecticut 060i4 BRAWI'NG NO.: C.' JOB 95845 8450ET r.,y� - �; '..�','".' •a�,s w ., • �, :; r v. _'T °-.4 �+� ¢ N,, f a ` 'L�.1`�^ i �, `r ! ` "5 dk+ +�, ?T{"���`a'-,+�'�'�'3'+ 4�.•.,,♦ , ,t.s ��DP7'..:�..XS`.5 r,?.r:,.J Y.��- �: "��t}�P �,P'_� b -�?• � �'1 k'D�� ���`, � 4 r•i� 2 34 �'lu ,� � t '�' y�i1°'•, :;'h'�,�`� t Y �•, r I i - -- PRECAST REINFORCED 4 """ CONCRETE MANHOLE (See Manhole Detail) Edon -Shrink M nr �— 6" min I �-=--' -Brick Dam, s Reverse ''T'' 6" min `- 3D'E3end , Vertical Sections to be added as needed. Class 'A' Concrete 90�ibow - OUTSIDE DROP INLET DETAIL r�i�� �.n crrtla A -STRAW ®ALE 1. EXGAVATF A TRENCH 4' DEEP AM TKF w10711 OF A 2. PI ACE AND STAKE STRAW STRAW DALE. II ' BALES. TWO STAKES PER BAIE. I J �-BINDING WART OR TWINE J STAKE A l- PACKEA STRAW PLAN VIEW-_rnuPArTrn @AtxF1l; 4 BAG%FILL AND Call I WEDGE Lam STRLaw THE EXCAVAtLD SOIL AS OFTNEut BALES TO i SHorIN ON Tx uPKeu SIDE OF THE BAWMFR Ta PRE. - A CONTRAKJUS BARRIiI VENT PI RNG It U I I� � l ���zi 1t1.t111+111I _ �+1�llltll�) Ili; � �lii� - i BorrOM OF ORANAGF WAY PLAN VIEW -A ._ e y l U U U `• EIFVAWJN AT POINT A Sill BE HIGHER THAN F:EVATXTN AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION nut IQ s<.o,,e - Finish 5' Mtn. Cover I 5' Mir. rn,",n ROW lame curb Box ill Rod Tracing Wire 1 (Wnd wire around I �� corporation) I 22.5y--- --Corporation Curb Stop - Service 1_�-le Wind tracing wire �- Water Main around curb stop WATER SERVICE DETAIL 1.1Ed t SF T PACTS ANO Il:.tu 2 STAPI F TTfE 91 T ANGLE POSTS EXCAVATE A 6"x6' TRENCH FENCING TO TMF V U �- POST UPSL.OPE FROM POSTS SILT END OF THE POST FOR SSTOIL+'1' FENCING AND SELF - CLEANING �t. '2" MIN. L I - _r--I }- ATJACH FILIER FABRIC TO 4, SACKFILL THE F ABTriC rHF WOMEN PASTS AND EXTTNI, !T Na TO THE TRENCH jjj��' TRENCH AND C011PACT THE EXCAVATED SOIL. cOMPAC TEO-, EIACKFlI: 1. .. = it=y`!1 1V_ IT TTT-- CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOTES: 1, Baffle construction• to be of cost mates with tnru holes above outlet flowline, or mortared c-r. llt blot with will holes above outlet flowrine. 2. See stondord details for catch basin frame dr grote, manhole frome Of collil .wf«• .n" i. dill and lv.Irni Ertl 3..rh.nn 3. Aluminum steps shag be Instilled a' 12" vertical intervals from 12` (max) below top of frame elevation to 12" (max) above inside bottom elevation at each access paint 4• Structure sha!i meet H-20 loading cr.tenc -PLAN.._ _IEW _ STD. TYPE O.B. 4" !Beam ,9.5#,ftt,� ` ( . �.-�-ADJUST TO GRADE WITH t,!a, : RAMF ANDCQVI=R I-, 7i ! )'?B LINE `�,OF TWO COURSE OF BRi;;k 540. M.H. FRAME AND COVI R `- TV' MIN �_. [ __6 5 'Y O 1 14 AM. TY - RUBBER SEAL -- - - OR EQUiv. - HEIGHT OF, BAF: .r `/- ALUM E oNt1nP CFO' jo- - L. 31F, I - SECTION A —A SECTION B—B SEDIMENTATION STRUCTURE not to CONSTRUCTION SEQUENCE: E7 A y Storm Sewer Structure 9 i ' - /V4 Flow Flow 99 A I7 i t Anchor with two 2"x2"x3' Stakes in each bale. I Ha�ale Installation at Catch Basins () !I i 00 7 I F 4" STONE FLOW ( — v � f I t EROSION CONTROL NOTES: ALL EROSION CONTROL MEASURES WILT BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES ►'OR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUi COUNCIL FOR SOii_ AtdE) WATER CONSERVATION. 2, r1AYBAt ES AS SI+OINN TC BE BUTT{ D TIGHTLY END 10 FND AND S' AKED IN PLAT t;StNG TWO 2" X 2" X 36" WOODEN STAKES PER HALE 3. ALI, EROSION CONTROI MEASURES ARE TO BE MAINTAINED OR R•EPt. ACED DURING COrJS (RUCTION AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DEPICTED ON THE PLANS. THIS RESPONSIBILITY iNCLUDES IMPLEMENTATION AS WELL AS MAINiENANCF. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/,OR THE PROPER LOCAL TOWN AGENCY. 5 ANT! -TRACKING APRON TO HE INSPECTED REGULARLv TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO CR REPLACED AS RE.OU!RED, AND CONTRACTOR WiI I BE RFSPONSIBL E TO SW1 FP FY!STING ROADS AS RFOUIRED. 6. EROa10rJ AND SEDIMENTATION CONTROL MEASURES WILL BE iNSTALA.ET) PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE 7. AREAS TO OF LEFT BARE FOR MORE iHAN 15 DAYS SHALT- BE TRF ATED WITH AiR- DF?fl) WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL. EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NE LUSSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT , w� rI •� T' "I,' n c TS r �jiL. kk w � � `w+ z r k V 9, HAYBALES TO BE PLACED SO THE STRING DOES NO? COME itJ CON7A.0 T 'WI TH THE GROUCJD. k 't �: '� P , V4�.d' � .yak, .� ,Yf"'��•. 10. CONTRACTOR TO PERIODICALLY CLFAt•J CATCH BASIN SUMPS AS REOIiiRt=D DURING CONSTRUCTION. � y t •a •t �� 11 CONTRACTOR TO PERIODICALLY INSPECT AND REPAIR STONE_ SEDIMENT [TERM AS REQUIRED DURING CONSTRUCTION. GENERAL NOTES: ALL CONSTRUCTIti)N TO CONFORM TO TOWN OF SOU TH WINDSOR ANp; OR THE CONNECTiC,rT WATER COMPANY 3' HIGH STONE SEDIMENT BARRIER STANDARDS ArJD SPECiFICATiC1tdS.. ,lot it scup: 2 ALL PROPOSFU CATCH BASINS ARE TO HAVE 2 FT SUMPS 3. ALI- DRIVEWAYS ARE TO BE PAVFD WiTH A MINIMUM DRIVEWAY WIDTH OF 10 ':T i :0tHRAC?OR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TL C,ONSTR ICTip%. f / 5 FIELD CHANCES SHALE HAVE, PRIOR APPROVAL OF !HF TOWN OF Sill WINDSOR ANj/OR AGENT AND THE ;)r'.SiGN ENGINEER. ZO 6, Clll BASIN TOPS SHALL NOT BE CEMi.N'.LL i)OWN :�N'!t_ rilJAi ;l - iRL SE'. 1, ALL PROPOSED 1= t!L TIES ARE TO 8E UNDERGROUND. S. LJN ..ESS OTHERWISE NOTED OR SPECIFtt-D, ALL ROADWAY AND STORM DRAINAGE ,;0NS 1RUC TiON SHALL Bi- Ex:IST. BRnOI! - - CONSTT�JCTED iN CONFORMANCE WITH THE STATE Of- CONNECTICUT D.O.T. "STAtJDAkD SPECIFICATIONS FUFr CHAlJrJEt. ROADS, BRIDGES, AND INCiOE NTAE CONSTRUC RON, FORM 814•', OR MOST CURRENT ISSUE. PERTINENT Ora51RUGT10N DETAILS IHAi ARE NOT INCLUDED A F4 THESE DRAWINGS SFIAtL CONFORM TO THE A'- CON Ni, DEPARTMENT OF TRANSPORiAT!0N STANDARD ROADWAY DETAI_ . MAXIMUM $LOPE OF FILL TO BE 3:'. ALL FILL MATERIAL, TO BE ALE AN fdATER!AL "CL.EArJ FILL" ME.A.NS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES 110 THREW, 1[.MPORAR Y. CHA< E (SLE ! : i`' — II I N RO rAN O E G PRESENT OP FU"IRE , OF POLLUTION TO SURF ACE WATERS OR GROUNDWA T ERS. MOREOVER, CLEAN FILL. TYPICALLY EXCLUDES, BUT IS NOT LIMIFF:D TO THE F`XCL_l OF: DEMOL'TION OR CONSTRUCTION WASTE -- MATERIALS OR DEBRIS, COMBUSTIBLE OR iJOT CQMBUSTIPLL, INCLJDiNG C'ONCRE IE, ASPHA11.1, PAVING MA TEk;Ai_S, OR cly DPRIDUC-Tc`. Vi WACTE-C !NCI'IDING MDAAI,-1 ,1►IGC ❑DI ICLA CUM TD4.:C: 'I AD nf' �F•i C �.J:\ I-:- tVUV\.!- ,'^.'�U nJ+WJ, • 1,t l/ V T T m'_ ' T l.la\n,'�\i�,L.i, L,nly J, LJr O, .J„r\VLJJ, " 1 TI ` FRS I, ':\I K, J, J - - �L J, P TR -S B E _0 WA`'TES _ Rci: S UM A Mi�AR M U SIA E.IALS RG WT0 •i 4 OR I_M NA 14% JAA L U, J N U I. i 5 LI � °°° >° COMBUSTiBLt: OR NON-COMBUSTIBLE: AND BULKY RUBBISH OR REFUSE., iNCI.UDiNC PUTRESIBLF_ SOLIDS, SEEM n 00,o — _ / ! I 6' WIDE SOLIDS OR ; IiJUtOS. °oa as °000a ..: „`^�'+ ; • \ ,�` oaoaa °a Boa / +� NEL (SEE DETAIL.) STUMPS \ , .} .. , A - . ( 0. ALL S IMP, .0 3E. CHIP Jta E `< ft.vUvt� FKGM 'r �,i� I`.. Mr E, ,J ;:r:• S iir?t. iU (3t Dui<i�,., 1 . 4'O°O V R+v1;'4 -W A."CMP 11. EXISTING L1TiLJT!E.S AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATill THE. AC M 1 E SECTION CONTRACTOR 'S TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRuCitON. BEFORE EXCAVATING, CONTACT "CALL. BEFORE YOU DIG" AT 1-800-422-4455, I �TT=166.94 12.. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO .ACCOMPLISH A A �L\A A C. - �-'FL=Iszss } CONTROL, AND MECHANICAL SWEEPERS SHALL BE. USED ON NEVERS ROAD AND SUt.,.IVAiI AVENUE WHERE NECESSARY TO, . PREVENT DUST BUILD UP ITEMP. STONE S'E#kMENT BARRIER (SEE OET L) I t 13. DU ^ TO THE SANDY NATURE. OF THE EXISTING SITE SOTS, THE MA.XIM1)M SL.UPF OF CUT AREA.; IS TO BF. 4:1, .,.�•'� •R^''� *,` UNLESS OTHERWISE NOTED. I I , } z i 14. TOPSOIL TAKEN FROM THE AREA OF t.JLUNS CROS31NG ROM NEvl Rl, ROAi) 0 S iA 1, r .'S IS 10 BL ��� REMOVED FROM THE SiTE. "E kid» 15. AS SITE CONO) TIONS DICTATE, TEMPORARY SECIMFNTATION BASINS MAY BE RLOORFD DURING THE CONSTRUCTION OF PAPCEL 'Cn. THE TOWNOF SOUTH WINDSOR WETLANDS ENFORCEMENT OFFICER IS TO DETERMINE THE NEED DURING CONSTRUCTION / 16• At.L ROOF LEADERS ARE TO BE DISCHARGED ONTO SPLASH PADS. 17. ALL ALL. DRAINAGE INLETS DESIGNATED AS YARD DRAI" S (YD) ARE TO BE PRIVATElil OWNED AND MAINTAINED. 18. ALL PRIVATELY OWNED YARD DRAINS AND PERMANENT SEDIMENTATION STRUCTURES ARE TO BE. CLEANED ONCE PER YEAR; CULVERT CROSSING 19. THE BOTTOM AND SIDESLOPES OF THE SEDIMENTATION AREA AT THE. DISCHARGE FROM YO?1 1, TO BE F•" ANTFr VJITF+ A 1tkC ' /'•. WET MEADOW GRASS MIX �..•�i_f�: _ %C: Ala t tt�r� .+>�p;� ,r,� t`�a.`::¢,:e r*gari to � i' Y ��r� '••`^f+j ��,�' �'� s°! I-'1"iNSt UIVt: CULVERT CROSSING AND HUNTER DR!,l EARTH OR �••-STOW ANGhiOF Ce DRAT..., "A'TR FABRIC - �` _ !2 1. CUT TREES iN AREA OF COLLINS CROSSING AT NEVERS ROAD. . INSTALL SI0 FENCE UP TO STA. 6+00 OF COLLINS CROSSING AND WEST OF THE SANITARY SEWERLINE FROM FROM PSMH2 l`DE TO PSMH3, FwTER FAl - 3. INSTALL SANITARY SEWERLINE FROM, PSMHI TO PSMH3. C9 'Op 4. INSTALL THE ANTI --TRACKING APRON AT NEVFRS ROAD, NOTE REMOVE Ca t GRATE PLACE FILTER FABRIC 5. INSTALL THE STONE SEDIMENT BARRIER AT THE OUTLET OF THE PROPOSED CROSS CULVERT AS DEPICTED. REPLACE GRATE 1AY.ING CARE NOT TO DAMAGE FILTER FABRIC 6. INSTALL 30' LONG TEMPORARY 36" DIAM. A.C.C.M.P. AT BROOK CROSSING AND DIRECT BROOK FLOW THROUGH CULVERT. ANCHOR W/STONE OR EARTH PILE ,. CONTINUE INSTAI-EING SANITARY SEWER TO PSMH5, iNCLUDiNG CONCRETE ENCASE.MFNT AT BROOK CROSSING. 8. INSTALL PROPOSED 5'X12' BRIDGE CULVERT, STRAIGHT PORTIONS OF TIME WINGWA:_LS, CATCH BASIN GRATE - AND THREE OF THE FOUR WINGS, E<CLUDiNG THE NORTHEAST WING. SEDIMENTATION CONTROL 9. REMOVE TEMPORARY 36" A.C.C.M.P. AND RFDIREC` FLOW THROUGH NEW BRIDGE_ CUL"Ili . 10. BUILD NORHTEAST WING PORTION OF PROPOSED WING*v1i ' 1. INSTALL EROSION CONTROL MEASURES ALONG EASTERN AND 50UTNEON SIDES OF H(JNTEF2 DR VE. 12, STRIP AND STOCKi'ILE TOPSOIL FROM HUNTER Ol'i AREA AS DEPICTED ON THE. PLANS, 13, STRIP AND STOCKPILE: TOPSOIL FROM ARF A OF COl-i-iNS CROSSING. FROM STA 94-50 TO 13+50. STOCKPILE TO BE ON LOTS 9 AND 10 AS DEPiCTFD. THE EXISTING TREES ACROSS CJ,_LINS CROSSING FROM STA, 13 4-50 TO 14+25 ARIE, TO REMAIN THROUGHOUT PHASE ONE. i CT Ill BONE TO BE PLACEC ONO FILTER ABRIC MATEii 14. BEGIN CUTTING MATERIAL IN COLLINS CROSS!tdG FROM STA. 9+50 TO 13+50, AtIO TRANSPORT MATERI}4L TO CULVERT CROSSING SET. SWMEN, AND EROSION AT STA. O+O. TO 5+00, AND IN AREA OF HUNTER DWVi 5i'i FOR IPAVEidENT Wil 15• INSTALL PC848, PCB49. ALL ASSOCiATFi) c70RMlli P:': AND SEDIMENTATION CHANNEL. 16. INSTALL AND COMPACT FILL NECESSARY TO BRING C0_.LiNS CROSSING TU PROPER SUBGRADE FROM NEVERS ROAD TO STA.. 6+00. r� I . LOAM AND SEE"i SJRE SLOPES TO ECPF'JITL STAB!,;E iTiON OF SLOPES. "~ 18. INSTALL PCB50 THROGH PC854, ALL ASSOCIATE? STORMWATER '.PE':, AND 'H% SE_)KME.'•: TA' ON t.HAJkiNE!_. §AMEN THE SIDESLl'OF THE CU' AREA FROM STA 9+50 TO 13+50 ARE BRO•,;GHT TO PROPER GRADE, THF) ARE: TO BF LOAMED ANTI -TRACKING APRON19. AND HYfiROSEEOED TO ENSURE `;146I1LIZAT10N. not to v.. 20. .111 SANITARY SF!AtR Itu 44UNTER ;✓K1:-E. 2'. INSTAL!_ ALL- DRAINAGE '. -4UN-t R DRIVE (NIL' IJDiNG YC20, YD20A, AND THE SEDIIAENTATION AREA FSHOWN, REVISIONS BROOK CROSSING SCHEDULE. IC.ATIONF A ARt 4ASIM. OR A -- 4FORMATiON. ALI_ E"XIST.NG ;;T,.i D _ _---. _.-- A',T`C1i�H- t START OF CONSTFti':1 ('''. FOR BROOK CROSSIi+IJ WORK .IL.'L'f 1, 199.'. Jt FrEI VEkiF,EF PRIOR '0 ONSTRtiCTit}N COMPLETION DATE' '.'OR HROOK CROSSING WORK ';El 199*7 2 ALL ARF: TO !3E STAKcD N T"E: .. _ Y �— —_ OVERALL PROJECT SCHEDULE: i A LICFNSI LAND SuRV! YOR PF% OR Ti — -- CONS TFl DN. ANTICIt-A.` ,I;.R OF CO',.:;TF:L;t;i'ON : JULY 1, ':99-'. 1 ?HIS PLAN 'S !NVAiiD UNLESS IT (SEARS Tfli A,SiTtUPATrO Oa1PLET!pN DATE FOR BROOK CROSSING WORK: Ol 15, T9J9. MpRESSIfN•J SLAT Al ORIGINA! SIC-NATIIRF "IL : •4 . ' F SS!ONAL ENGINEER/SURVEYOR LO: iTE — PESCRIP TION B ) : , Al i`tyy` '' rC 9 FYC' a xTr..,. taC �, yNy✓i� � � S �p}y �q,�'• '��,t KG, :_t w a�k44 i , s f • A.'p}° ; `f t c ,NY g Z i 4 tx5 Rp >t ' 'C r# 3+rI +• #' �•- ~; � ^:M b;'€t � U „� s� � T�'T', � t�,,a' "� :.t �.n^I I .l � A i�7`,� F, '�5`�tf� rA? <fi~•1't43 .r4�•,y `:3 xlI .""'RCYt< 'A' I :. '. r w s\ Ey:' - #".- R tP A"` fa, E R , Ll rr., t e yr n , I Ix T� 3Y t• '1 i T f: A. 1'T.++ , c• CROSSING {.. t Al H'HUNTER.4. :-. .. t ")2_. NS.Ad.L r7, .1f J' V)ER OF UTILITIES IN COt_L04S CRG_,. JG ROvI STA J+00 TO 6+00, AND N' DRIVE.'��,�� '$• + + T t , yT +a., L t r j. J• ' ... I e� r;,• S wl�t.:y t k 1 .1 : '$.. d•� 41't, `4"ya� ` '` k' .xi;,.� .•`3. i. 'w;a.._ �t>_ -" a.g.• .:t,"„rr-: y s •.. -t 1. ' r•+AI - DRIVE �F ICONSTRUCTION.'tz r.,. �.: t t. ,.?, .' . ^+4 a L � a -r� - .a .• < 3 i3nI,J,_. tv l!t'J:; CROSSING FROM STA. O+UO TO fi t C)G AND HUNTER DR! .r_ TO PRCiF t.R uRADE BUILDING # „ -.' , . ; .'• : t t ;�x 4 r ';•., .I, ; F 4 :.,_, _ 1''<:7:', F : x`` , ' ytx C; ' "ri ;:a THROUGH ) e s a- "Erb kt-..'& , a rl C; Card; P ROUGH 3 MAY BEGIN AT THIS TNI- < P • '. 3:'t'.-1 :..:. •T �.. ,-._�SF :•3,:,"�3 •?a•, �' `>�Y.E„'?^3'r t�,j�,{I a(T � t {"� 1 �y •�,..1�4 la, INSTAL, ROADWAY BASE, BINDER PAVEMENT, CUIRBinac; ANIi SIDEWALK IN HUNTER DRIVE AND iN COLLINS CROSSING FROM STA. rJ+l TO 6+00. 25 PERFORM REGRADING FOR ADDED FLOODZONE STORAGE ALCJt C; eJt f :t 1: f.Er WEST OF NEW COLLINS CROSSING RCIAD. THREE: NRi VIEW E TAT r'e.. PHASE EE. 5� SE E. �5 E.S .,..�:��. �Irc.r �• # ,� �- ,..,�� •�.: �.:� �a ,t �,.,� OF COL'_.INS CROSSING S 1 28. SPR SAG TOPSOIL AND HYDROSF_EDnALL OlS?URBE:p AREAST ;Nr THEY ..RF=� CROSSING TA.0+0 TO 6+0. 'NSTALL ,- TRACKiNG APRON AND REMAINDER OF EROSION CONTROL MEASURES !rd AR1:A OF SUNRISE, VIEW ES,T,AT S. iJUNTER DRIVE, AND THE RFGRAD AREA OF THE. FLOOD20l A hl ill ROAD. J� • t:Yni.T.s.'d.. '.`r:�s`k�-�:i fit: ��;,4 r ', 2:' INS?ate.! GUiDERAIi.:; -.LONG CUL',iNS CROSSING AS CsF'P}C TED. 2. INSTALL SANi T ARY SEWER UP TO PSIVIHII, AND INSTALL AL... STORM DRAINAGE i`• SUNRIE:!" •`e 28 ";ONSTRUCT UNiTr•, 34 TtJRO'vG` 38 3 ItIS?Al.i. RE MA;NDER OF UTILITIES AND BRING SUNRISE CANE TO PROPER SUBGRALi: END OF Pt•+ASE" OR't4_ HOUSE CONSTRUCTION FOR LOTS 1 THROUGH 8 iS 10 l AT THiS TIMI : 5. INS'ALL ROADWAY BASE, BINDER PAVEMENT, CURES, AND SIDEWA; K iN SUNIR,SF_ , 6 SPREAD TOPSOIL ON REMAINDER OF DISTURE3ED AREAS IN SUNR'Si `JEW ESTATFS Ai PttM(: jL F..L.t.`_•� SOit `'{ 'M & ' i. HOUSE CONSTRUCTION IS TO BEGIN ON LOTS 9 "0 A T T'-IIS PHASE TWO: Rc1�1�'NDER :;t coL�l��s L''•aciS`.;iNrJ RcADwAY 9 All, I TdOa1�S ARF TC) t7F."'FIVF' FiNAT (OI:'RFE 0 A'/F,AFl -,TRIP TOPSOIL FROM COLLINS CROS5IN ; STA. 640 TO 9+50, AND STA.. 13-4-50 TO SULLIVAtJ AVE. AND STOCKPILE ENI) O* PH.A S :,� DELI^TED. Ir:STAL.L DRAINAGE IN COLONS CROSSING PROM PC833 "HROUGH DC839 3 tNSTA .I. REMAINDER OF UTILITIES AND BRING ^,OL:_itiS CROSSING TO PROPER til,i3GRAl 4. INSTALL ROADWAY BASE, BINDER PAVEMENT, CURBING, AND SIDEWALK FOR REMAINDER OF COLL''`.5 CROSSING 5. SPREAD TOPSOIL AND HYDROSEE.D At.L AREAS OF }'S".,FIANCE AJ-UN\, "OLLINS CROSSING r tv& Of- P-I A'SE ''A CONSTRUCTION SHEET RESPONSIBLE CONTACT PERSON: esl n DETAILS Collins Crossing, L.L.C. 22// LIll ` Q6014 rofessionais inc. y DESIGN.• R✓A DRAWN. SR8 1 CHECKED. R✓A Sullivan Avenue ° Nevertp Road ;iT;�Y-:+.'; iliPcerK )C:JeCE^'r, s S:?••.ittG� '3W('5rr11ft1-S•O, r, . < •U+vt', C•1rS ✓oe O95 845 _i.... ,;.. .1 DArE-04-7 23 SOUTH WINDSOR'. L�NNECTICU Trt)6+;-4DRAWNG NO. C.- )lli \ 95845 �845D2 T----------------._ J✓ i x t,. 2I� - COP• ! >t 4' ... SECTION A --A SECTION B—B Cn A --�- I : Y ram- -_ .. _ ,• ',' ' _FLAN VIEW YARD DRAIN AT WALL PLAN VIEW -St.lOMO (, a Goa' eAsn . •�Ie •1C p).r} . AeAe, : eno[ e� O10.•R �YM••1I �.Y/ O v; X ICI❑a l LA L3I Jai {Si &J .IL DRYWELL INSTALLATION DETAIL Y.D.#17 & Y.D.#18 NJT Sl'A!F DRYNEL. TO BE 40 7W00 5 r _ Ali f 7 R •'RLCA .. 1 • ` M A�oROVED EOL,A. ! 1 1 1 t 1 1 1 ' 1 1 1 to TEMPORARY PAVEMENT PATCH DETAIL _60C 3, Bat i Washer Anchor k Solt . rype "A" G"o•e 4 Eo Grote Concrete , y � T .Type "p". JOOe .. 'A Ctne "A^ ti - Concrete Cuse A" Concrete DETENTION BASIN OUTLET 3 'IS" -16 Nil a Wosher 1/2" x 3 1%2" x Z 1 2" DETAIL "A" DETBIL "B" ' 1 STPEAMBANK RE` J jr�A i IA_ I 1 TEMPORARY RIP R 4' DITCH DE T AIL T 7 ADHERE CAP UNIT y� TO TOP UNIT W/VERSA-LOK CONCRETE ADHESIVE - sety„r•e"'"r'w y IMPERVIOUS FILL MIN 12" TWK ;11:. GEOSINTHETIC f s REINFORCEMENT i RETAINED BACKFIL1 (SEE NOTE 19) ,1' DRAINAGE FILL VERSA-LOK -- ,' 12 THICK MIN i MODULAR CONCRETE - APPROX. FACV4G UNITS I "� EXCAVATION •?i+y. i REINFORCED BACKFILL STRUCTURAL 95% STANDARD PROCTOR DENSITY DRAIN TILE 4" DIA. OUTLET O END OF WALL OR O 40' CENTERS IUIN " SLOPE TO DRAIN 1,1/8`/F7 l W i FILTER FABRIC LEVELING PAD 6' MIN TYPICAL SECTION-FEINFORL,ED 4:)DULAil CUNC :2E'AII: NG WA_ ,CALE. NOW ADO OW FOR EfNMNO 140' C°e —L-- r 25' to 90' roa UNIT eel 90' TO`�__ 140 �'� 25' to 90 FIRE,' CO,JRx INSIDE CORNER OUTSIDE CORNER CORNER DETAILS --__— 'Yjt: 01.fE' ANG,,' COPN-P S&1 NONE TYPICAL CAP UNIT ADHERE TO TOP UNIT ,,• - aAfi .e r _ IMPERVIOUS FILL f . MIN 12 THICK VERSA-LOK \� MODULAR CONCRETE I` y APPROr. FACING UNITS - l_ r EXCAVATION 3 5/8" CAP BLOCK ,`.. _,I II\ OPTIONAL SPLIT END • � �.�._ ._._ _- -- DRAINAGE FlLL 1 12 THICK MIN DRAIN TILE 4" DIA. \ OUTLET O END OF WALL ----^A , rev; &A' .r.ENTiD< Tw,I 1 { I � \` HALF UNIT CAPPING DETAIL SCALE NOW GENERAL NOTES FOR CAPPINI; LEVELING PAD 6" MIN. TYPICAL SECTION-UNREINFORCED MODULAR---- PE7AIN!!,C, WAIL SCALE* NONE 1. CAPS SHALL BE PLACED ALONU ENTIRE TOP OF ALL WALLS, 2, CAPS SHALL BE ADHERED TO WALL USING VERSA-LOK CONCRETE ADHESIVE 3. WHEN CUTTING CAP UNIT FOR WALL END DO iPT US A CAP SECTION SS TH6- WIDE. 4 CAPS MAi' BE PLACED FLUSH OR WITH A 1 /"' TO 3 4" OVERHANG ON TAN OP OF WALL 5 WALL CAPPING WILL REQUIRE USE OF TYPE A AND TYPE B UNITS. GENERAL NOTES 1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND GRID ALIGNMENT. 2 BENCH CUT ALL EXCAVATED SLOPES. 3 00 NOT OVER EXCAVATE UNLESS DIRECTED BY SITE SOIL ENGINEER TO REMOVE UNSUITABLE SOIL. 4, SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN STANDARDS AND PARAMETERS 5 BASE SHALT CONSIST OF COMPACTED SANDS AND GRAVEL. MINIMUM 6" THICK 6. CONTRACTOR MAY OPT FOR A CONCRETE FOOTING. CONCRETE FOOTING SHALL BE UNREINFURCED. DEPTH OF CONCRETE (APPROXIMATELY 1- TO 2") AND COMPACTED SOIL BASE SHALL NOT BE LESS THAN 6" THICK. '. MINIMUTA EMBEDMENT OF WALL BELOW FINISH GRADE SHALL BE 12" FOR WALL HEIGHTS FROM 4 FT. AND UP. 6" BELOW 4 FT UNLESS SHOWN DIFFERENTI v. 8. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS 9 DRAINAGE FILL 12" THICK SHALL BE INSTALLED BEHIND THE WALL TO WITHIN 18- OF THE, TOP OF THE WALL 10. WHERE DRAIN TILE IS USED PROVIDE OUTLETS O MIN 40 FT CC 11 BACKFILL AND COMPACT IN FRONT OF THE WALL AS WALL IS INSTALLED 12 COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS ENGINEER 13 COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY. 14. SEE ELEVATION FOR GEOGRID TYPE. LENGTH AND LOCATION REQUIRED. 15, GEOGR0 SHALL BE THE TYPE AND LENGTH AS SHOWN PULL. GEOGRID TIGHT PRIOR TO BACKFILLING 16. PROVIDE LATERAL DRAINAGE SWALES TO DIRECT FLOWS AROLIND THE ENDS OF THE WALL 17, ESTABLISH TURF AS SOON AS THE WALL IS COMPLETED. 18 FINAL WALL ALIGNMENT SHALL BE LOCATED IN THE FIELD. 19 ACTUAL WAL DEIGN INCLUDING REINFORCEMENT MATTING IS TO BE DONE BY OTHERS BY OTHERS PRIOR TO CONSTRUCTION. Cpesign rof essionals, Inc. e , e Hy .c 4" 1 0 12 " t-w- --d I r--^ 4 T 7 TYPICAL UNIT } uNIT DIMENSIONS SCALE: NONE Irk FI z = COi'RS"r: SECOND C:3UR5F. CORNEP DETAILS 9C D-,'.PL' :y.?S'L _ORNFP SCALE. NONF NOTE ACTUAL WALL FINAL DESIGN TO BE DONE BY OTHERS. FINAL DESIGN OF THE WALLS IS TO BE DONE BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF CONNECTICUT THE FINAL DESIGN IS TO BE SUBMITTED TO THE TOWN ENGINEER FOR REVIEW. WALL DETAIL LEGEND GRANULAR FILL `4 iz;k; l CONCRETE COMPACTED Y NATIVE SOIL ANCHOR (GRID) RETAINING WALL SYSTEMS NATIVE SOIL 4" PERFORATED DRAIN TILE Precast Qdvart eMit _ J' Deep Ke,-*y /— Outran FOONMI) A A wngwc'J Connection 9 1 � J i Perforated Crain p S' E I ;wpiLed with Im9r,011 Unit � z I i 9 L'J Footing depth deldmiaed by scow eonsidcrotials. Culvert footing width determined by o'loorwe Sol 6e0619L ftgwar For level ihstaAoUon, top of cdtwl and wiagl►arl' footings Anchor of some elewtica. for slop;ng inslollotian, top of fooNigs to be, on same p1w& Precast Wngwal' \ Q Provide bent bars to make culwt and w:agwaff footng reinforcing contkluous. B4ngwaB Fooliiq Afngeoil Angle TF ; PARTIAL PLAN B JI 0 Perforoled drop flow tine j suppbed with wingwa!! / lYAngwo# Anchor f xn" Granulor . ��\. /. -teq of precosI 8ock47 t ter! PFBCOSJ Wingwo// J, J, ro• /// r, r �% - 1h+lts at £reaaHon �Fou1 0 — $ fooling (;lout 3 Thickness -- f6 O 1'-�• S Top k bolt= Tap bottom /+ lief 0 3'-0• SECTION_ A (tJ as$ Structural Requirement SCClJON�B Odvterl footing for Ticnsrese Bending) wingwaY Footing INsrAtLA My 51RlP f 00 N 5 Lrc �.f�.4 G �� �G ti/� EG 1 c�T7 f 1Alti T 771A TwN CON BAN' 0`114 EIROGE SYSTEMS i9.n.4�4�vst L . CONSTRUCTION DETAILS DE— iyN. RJA ORA rt?1 `: . ; I CKEih'E"D RJA _ _ ._,1.._- __.•_ jOB ND.`Y A'5+8 TLDATE:_3-04-97 ORA Wr;V ;' Vi ... Q58 51 f34 GCE l r �� `_ Collins Crossing, L. L. C. 23Z su lllnYar Avenue �a NenveTs Road � . //2 3 SOUTHWIlNDSOR 11 CONNE1^TRCUT j' / .00 44— I FT U 'A, 5 13 q 71it pill; pall 47 U IfIIIif A U IT 1-D CA A' 7 R EV I S I ON S L t'd I x DRAWN BY: JOB NO. DATE SHEET NO. JOSEPH MERRI77 & CO