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02-21P_VINTAGE HILLS_BARBER HILL ROAD
r: V C9Vfl L=nghoars ° U gL1GAI( ors o sum% ar' s o \ails �65 S00h Sa'ollKo Road soup h 111' 11 clf"O °, CT 05076 (350) 29T— 755 FXX (3600) 291-0757 u ` T e, LLC Landscape Architecture 1228 Main Street Collinsville, CT 06019 (860) 693-6765 T I e, o.I,. °o s 4 a ` a ROBS SITE �ti K a 0 m n m a OC D, z o Z � c 74 D-RIIVEE^ HAYSTA, K LANE °J yl�l LAN w ROAD B UEBERRY 1 TU CIRCLE x CIRCLE VIRGINIA G`+; m G JEEDp G y� CIRCLE �/ 0>� COURT (n BERLE ROAD p �R � LLD Qo KE L,pp�� _ . CIRCLE �� DART CI CLE ROSEMARY LANE PAPER CHASE OgRT 1 o �0 QJ< X mm 02P SP I DESIGN PRW-LSSI(NJALS INc. I 11C'.ATI(1N PI AN nirc NOTESi iNESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFE55IONAL5, ING., AND HAVE 5EEN PREPARED 5PECIFICALL1r FOR THE OWNER/APPLICANT FOR THI5 PRO IECT. THF-"( ARE NOT TO BE U5W FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNi=R WITHOUT THE EXPRE95 WRITTEN PERMISSION OF 12E516N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLE55 THEY SEAR THE ORIGINAL SIGNATURE AND IMPRE55ION FOAL OF THE PROFE-55IONAL ENGINEER OR 5URVEYOR. THiS SURVEY AND MAN HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS, 20-3v033-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSFD BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DiSCI_OSE TO T� `'T OF MY KNOWLEDG ti) BELIEF, 1HIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL - UC. No. 'OA 13 "L ty[ �•�..� t�,1 t 4. r,."" If ems', R S., j r:)-"�, r., OWNERZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 SOI.ITH WIN�J�'ri pLANMING DEP T. SOU L"ilINDSOOR OO E I UT d KEG MAP 1 200 boa - Im Zon/ng Data Block ZONE: RR CONVENTIONAL SUBDIVISION ITEM REQUIRED/ALLOWED PROVIDED Lot Area 40,000 sq. ft. min. 40,115 min. Lot Width 175 ft. min. 175 ft. min. Lot Depth 200 ft. min. 216 ft. min. Lot Coverage 10% max. 10% max. impervious Coverage N/A N/A Building Height 30 ft. max. <30 ff. Front Yard 50 ft. 50 ft. min. Rear Yard 50 ft. 50 ft. min. Side Yard 20 ft. 20 ft. min. Open Space 20% min, 20% OPEN SPACE CALCULATION: Total parcel area = 34.59 acres Total open space area = 8.63 acres Detention basin area = 0.74 acres Existing pond area = 1.95 acres 1/2 existing pond area = 0.97 acres Total open space area counting toward 20%: 8.63 — 0.74 — 0.97 = 6.92 acres Open space calculation: 6.92 Ac./34.59 Ac. = 0.200 (20%) MAP LOT NIF ABUTTER LIST 126 44 245 NI£DERWERFER ROAD DZEN, JOHN A 138 44 P.O. BOX 270 CONNECT/CUT LIGHT & POWER COMPANY HARTFORD, CT 06141-0270 139 2 277 MAIN STREET P1101M, JOHN ✓R. EST & AUGUST Souris, CT 06071-1920 3 BARBER HILL ROAD SOUTH KNDSOR, TOWN OF 08 4 345 BARBER HILL ROAD PHILLIPS, MAROARET C. LIU 5 365 BARBER HILL ROAD SPIEKER, DEBORAH D. & LAWRENCE N. 6 985 FOSTER STREET £Xr DZEN, JOHN D. ✓R. dt ✓ENNIFER M. 7 229 OLD FARM ROAD MONGEON, ROXANNE M. & ROBERT J. I 148 29 245 NIED£RWERF£R ROAD DZEN, DDiVALD Y. I%r. dC JOsfrti 30 388 A88£ ROAD ROY, ANITA J. 149 3 655 NEVERS ROAD GEDRIM, THERESA 4 HARTFORD, CT CONNECTICUT, STATE OF 5 655 NEVERS ROAD GEDRIM, THERESA 6 245 NIED£RWERFER ROAD DZEN, DONALD S. JR. & JOSEPH M. 1 2 3 d--7 8-11 12-14 15-18 19 -- 21 L1-L2 Ialw SKEET INMAX COVER SHEET KEY MAP (1 OOP SCALE) BOUNDARY SURVEY (1001 qi ipm/mI Ni PI ITT PI AN-q %.J `% L_# {✓ 1 ♦ 1 %_0 I V 1 • 1 &. NO 1 i i_. I % i v TOPOGRAPHIC PLANS PLAN & PROFILES SEDIMENTATION & EROSION CONTROL PLANS DETAIL SHEETS LANDSCAPE PLAN SCALE) REV: JUNE 17, 2002 REV: MA I` 17, 2002 REV: ,AFRIL 25, 2002 REV: FEBRUAaRY 15, 2002 DATE: DECEMSER 10, 2001 SHEET i E:\J08S\1430\1430-1 148 MAP LOT N/F ABUTTER LIST 126 44 245 NI£DERWERF£R ROAD 138 44 P.O. BOX 270 HARTFORD, CT 06141-0270 139 2 277 MAIN STREET SOMERS, CT 06071-1920 3 BARBER HILL ROAD 4 345 BARBER HILL ROAD 5 365 BARBER HILL ROAD 6 985 FOSTER STREET EXT. 7 229 OLD FARM ROAD 146 29 245 NIEDERWERFER ROAD 30 388 ABBE ROAD 149 3 655 NEYERS ROAD 4 HARTFORD, CT 5 655 NEVERS ROAD 6 245 NIEDERWERFER ROAD DZEN, JOHN D. & DONALD CONN£CTICUT LIGHT & POWER COMPANY PUDIM, JOHN ✓R. EST & AUGUST SOUTH WINDSOR, TOWN OF 06 PHILUPS, MARGARET C. LIU SPIEK£R, DE80RAH D. & LAWRENCE N. DZEN, JOHN D. ✓R. & JENNIFER M. MONGEON, ROXANNE M. & ROBERT J. DZEN, DONALD S. JR. & ✓OSEPH M. ROY, ANITA J. GEDRIM, THERESA CONNECTICUT, STATE OF GEDRIM, THERESA DZEN, DONALD S. JR. & ✓OSEPH M. 1 38-4z o-<x Z m 1. UNLESS OTHERWISE NOTED. EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 3 05/17/02 ADD OPEN SPACE ACCESS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4-23-02 ADD 20% OPEN SPACE 1 2-13-02 PER TOWN STAFF COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION )-4 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THRU 20-30OB-20 OF THE 860.291 • 8755 ��, COMPILATION PLAN PREPARED FOR: SHEET REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE nn t�'NQ� VIN TA HILLS FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE too 0 5o too 200 esi `_ w� �;�� a ) ®! K R L L �.®AD fff222 BEE RELD SURVEY MAY DISCLOSE. (IN ��T) J! ■ DESIGN. RA DRAWN.• MHA CHECKED: RPM �ARBEE Lt i MHA TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MHA 12882 i inch = 100 ft.Vj : Civil engineers Planners •Surveyors •CIS JOB No.: 1430 DATE:• 11-26-01 SOUTH ����®� �%®F� IIIClU'IC I LIC. No. 165 south satellite road south windsor • Connecticut 06074 DRAW/NG NO.: 1430 17L0TSUBDIV 1430-2DWG BY RICHARD P. MARTEL ROX ROBER JENNIFER M. DZEN -- dt- JENNIFER M. DZEN <x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 p II II 00 LOCATIONS AINFORMATION. ALLOEXIST NG UTILITIES, ARE BASED SHOULDABLE OF THSTA EEOFECONNECOTICUT" ASRGULATINS OF NNECTICUT ENDORSED BTATE Y THE CO NIES —ECTICUT ASSOCIATION OF LAND SURVE ORSS INC.S AND MAPIN THE THIS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 05/17/02 SHOW ADDITIONAL EXISTING FEATURES BEE 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 2-13-02 PER TOWN STAFF COMMENTS MHA 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL GRAPHIC SCALE 80 0 30 60 120 ( IN FEET ) I inch = 60 ft. 860.291.8755 e esign rofessio"als, inc. m o Civil Engineers • Planners • Surveyors • CIS 165 south sctellite road south windsor • Connecticut 06074 SET PROPERTY Wn'VE l DESIGN. DRAWN.• MHA I CHECKED. • RPM JOB No.: 14JO I DA TE.• 12-08-01 DRAWING NO.: lobs/1430/1710 tsub di v/1430-3. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINDED TO BE OUTSIDE 500 VC- AR F1 n(n o1 AIKI Ac 017D FIAAA OANIP-I 3 r)F 11 — (-f))AAAA INITY PAPrEI I !_/11\ 1 t_VVV 1 L/"111 V, /'lJ L.I\ I\IYI LL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR MAP REFERENCE: 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1"=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. SNET#1169 0 EXIST. SHED 0 SNET#1170 0 SNET#1171 LEGEND Qi EXISTING IRON PIN rr CVI4ZT1nlf' CTnNIC• WAI I ccb EXISTING UTILITY POLE ----- EXISTING PROPERTY LINE — — EDGE OF WATER PROPERTY SURVEY PREPARED FOR: Vintage Dills Iuambem MR1 Road CONNE li llIClLJ 11 SHEET 3 - PROPOSED 15' WIDE HEDGEROW EASEMENT LIMIT OF 80' UPLAND REVIEW AREA TEMPORARY CUL-DE-SAC THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS WHEN STREETIS EXTENDED. PAVEMENT REMOVAL, GRADING, - SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION. 15' GRADING EASEMENT iN FAVOR OF THE TOWN OF SOUTH WINDSOR PROPOSED 15' WIDE HEDGREROW EASEMENT 14+16.33 I.P. SET S88'55'56"W I•P. SET S8: STONE ALL _ - , " N850 36 E 8 .41/� / _ + S87'38 36 W j I 14 011 0 � I � � 118.E M _3i.19' OTAL .P. _SET 22.5� 1 - M N87. 1'01 "E 9 499.98' 15' 15 ; 20' S.Y. +�- 1 1 I zI 1s 2I. 1 1 10 1 .o �I 1 1 .9 ft , ► 1 i 1n 1! ( N V fI 1 I �:51 S41 Lo 1 I 590 i 1 1 0, Lot #11 '� # ® 1 I on=28.0i " 1 � 457817 S.F. / R=55.0 1 1. I � -- • A-54 04 1 p vc� , 577674 S.F. o / L=5 .0 1 \ 1.05 Ac. , 1 32 AC. o0 0 % Tan-68.86 ,r c) / A=72'46'20" A-) 13 00 R43' i 1 + i �./ L=3.23 Tan=1.61 ! („ N87°38'36"E _ _ �=03'21'3 RJ7' _ =60.00 3 I - - M42 3(7.55' L=39.87 PT = Tat --2 4'3 / \ � A-3 04'34" Y. R-225.0 S o 0 0 2 _ 12 \ L-20.00 M12 O, Tan= 1 - j 05'05' " �- Lot #9 l 62,1865 S.F. C, R 5.00 \ ` n L= 37.2 n 70.84 0 00 342-41S 0- �I LIMIT OF 80' UPLAND M43� REVIEW AREA � - MATCHLUM\1 vtt, 11"- , - --`� - -, 411410 I.P. l ` l I.P. S84'� r 34.35' CO NSERVATION EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR N /F ROXANNE M. & ROBERT. J. MONGEON OWNERZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 p iI n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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. MAP REFERENCE: 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1 "=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. 6 I 07/16/02 I PER TOWN COMMENTS I BEE REVISIONS 5 07/11/02 PER TOVI COMMENTS BEE 4 06/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA NO. I DATE- I DESCRIPTION I BY T� UPI o� O \CA 6A crt N/F THE:RESA GEDRIM / 166 88'04 - - - 331.29' R.Y. �^ I I � N 0 1 oIJ 1 I =55.0 t", -0 I Tan=7 .08 0 2 A=0 103' 4'59" 0 1 R=66.00 L= .34 S7g• 1I I 0 . 8 eM,14-""TQA=9.76 �S. i• I I715.0 T -L 33.28 1 n-16.16 " � 1 =10*53' 48 (n \=60.00 1 d { L 34.78 Lot #12 I 1 15 T n=17.89 V-:-, A= 3'12'44" 47,370 S.F. N o , \ 1.06 Ac. \ C/) Cs CDl �Y STI F ,3300 I I STONE WALL 5�77 1 i� s o� 0� N O N �I Lot #13 63,091 S.F. 7.44 Ac. I I n=204.91 �33g 1 TOW=326 00 D ta=91.23'21\ \ VO R= 75,0 I o° L=2 .8 ♦ Tan=1 13 \ 50, F-\ Delta= 0' 3" `'-- 20' STREET TREE \ EASEMENTIN FAVOR OF THE TOWN OF SOUTH WINDSOR 00 e 1!? \ MI6 S87'14'42"Wit _ w s87.142„W R=25.00 ao 10 .79 L-201Z3 Tan=10 . 5 A=51.20'42 , \ N87'14'42E - - M11 57.79' M10 \147.21' R=25.00 _ L=39.27 A= 90'00'00" N i I50' F.Y. cJt � j MONUMENT NUMBER MM111W,ENT COORDINATES NORTHING EASTING 1 875842.46 1059739.44 2 875866.23 1059713.27 3 875832.20 1059006.08 4 875806.03 1058982.31 5 875630.09 1058990.78 6 875596.94 1059006.37 7 875593.19 1058928.50 8 875627.69 1058940.84 9 875803.62 1058932.37 10 875827.39 1058906.20 11 875824.62 1 1058848.48 12 876024.05 1 1058614.09 mvrqumrIV I NUMBER "."ONaI".'ENT COORDiNATEs NORTHING EASTiNG 13 876059.38 1058597.24 14 876063.03 1058678.94 15 876012.19 1058666.66 16 875874.56 1058846.08 17 875916.17 1059710.86 18 875942.35 1059734.63 19 875188.21 1058599.52 20 875351.59 1058713.85 21 875435.50 1058709.81 22 875447.76 1058964.51 23 875501.81 1 1058961.91 24 875502.77 1058981.89 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. + I LFF=,327-00 -325.00I I \50'�---- 0+00 I S87°1442"W VINTAGE LANE 151.00' -\_ PROP. STOP SIGN R=25.00 & STOP BAR J --- La=3 0M4 T25:0 A90=0" I_ _ i i f 50' F.Y. D ; o Lot #4 il If (A 41,078 S.F. iJ 1 MVNUMLN I NUMBER WOW- I.IENT COORDINATES NORTHING EASTING 25 875413.99 1058986.16 26 87542:6.49 1059246.00 27 8756018.05 1059237.26 28 87562:1.65 1059519.80 29 875681.58 1059516.91 30 87569�2.63 1059746.65 31 875630.70 1059749.63 32 87520,1.67 1059766.22 33 875176.07 1059447.32 34 875193.80 1058969.42 35 875195.56 1 1058786.33 36 876252.11 1 1059719.28 MVNUfv1EN I NUMBER :Ar)MII!.,ENT COORDINATES NORTHING EASTING 37 876241.99 1059188.40 38 876230.87 1058857.30 39 876212.11 1058357.67 40 876227.53 1058367.71 41 876166.96 1058328.29 42 876049.44 1058357.57 43 875816.53 1058608.73 44 875638.51 1058658.91 45 875573.67 1058653.14 46 875544.30 10."606.38 47 875712.17 1 1058348.74 860.291.8755 GRAPHIC SCALE 'b 0 20 40 I esign t IN FEETeprof esslonals,, Inc. 1 inch = 40 ft~ a Civil Engineers • Planners • Surveyors • CIS 165 ;south satellite road • south windsor • Connecticut 06074 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED " STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME LOTS. 8. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. 0r:. �_ � � � t 1540 SULLIVAN AVENUE. • SOUTH WINDSOR. CT 06074 'Y�SAR4UN�w TELEPHONE (860) 644.2511 February 25, 2002 Certified 470001670000775517627 Dcsngn Professionals Attn: Peter DeMallic 165 South Satellite Road South Windsor, CT 06074 RE: Appl. 401-5211 - Vintage hills Subdivision - Barber ifill Road - RR -residential lone. To Whom It MY a Concern: At the February 20,2002 regular meeting, the inlandWetlands A enc :Coneervati t n Commission approved application t01-52P - Vintage Hills Subdivision rvision- Bar cr Hill Road - Inland Wet lan(UConservatton Commission application to construct a 19-lot residential subdivision, stornnvater structures, and associated improvements on property located westerly of Barber [fill Road (Assessor's map 4139, parcel 111) RR - residential zone. This approval 's t t following t subicct o he fall g conditions: I. One blueprint copy (f theentire set of fluns and this letter er reproducedodaced thereof), on must be submitted to this Commission. 'rhos must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall he considered having met this requirement. 2. I he application shall indemnify and bold harmless the Town of South Windsor against any liability, which aught result from the proposed operation or use. The five ears an s r Il 20 7 i 3. c cnnit is valid for I d . l a ex ire on February 200 . It s the P Y P Y , landowner(s)/applic;ult(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 (lays 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. Vintage Hills Subdivision February 25, 2002 Page 2 6. 'I he conservation easement is to he established prior to the issuance of building permits for lot it's 10, 11 and 12. 7. We recommend a bond in (he amount of $25,000 be submitted to the Planning & "Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 8. We recommend a bond In the amount of S 10,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the detention basin and plantings. 9. Topsoil depth in the bottom of the detention basin should be 12" with a 30% by volume amendment of high organic compost. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairperson n EW:dr cc: Chieauildinb Official Town Engineer Vintage Hills Subdivision LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET s EXISTING MONUMENT C-Q-) EXISTING UTILITY POLE - - - EASEMENT BOUNDARY LINE -� 80' UPLAND REVIEW AREA 0 ♦ INLAND WETLANDS BOUNDARY PROPOSED BITUMINOUS CURB SUBDIVISION PLAN PO -LOT P-LAN DESIGN: RA I DRAWN•• RA I CHECKED: RPM (IoB No.: 14JO IDA TE.• 12- 03- 01 DRAWING NO.: JOBS/1430/17LOTSUBDI V/14J6 4-7 0x ��-Wn �s-O 2v4l t �� 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CT 06074 1�'<f,P C�H� TELEPHONE (860) 644 2517 CERTIFIED 111A11, June 18, 2002 Mr. Peter DeMallic Design Professtonals,Inc. 165 S. Satellite Road South Windsor, CT 06074 Dear Mr. DeMallic: Re: Appl 02-21P, Vintage hills Subdivision w 1 e are pleased t i • ' � is d o advise you that the. Planning i n ' m n d.J.onin Commission ' v P min stun voted nn June 1 I �0 0 approve } n 0,. t g , with Vintage n h modifications � 1) - o application 0..211 Subdi vision Iston of 3 acres 5 cs to create 17 lots t known Y PP obckn( n.s Hill o property ' s n o ecru located on the westerly � crl side ( f Barber Hill R an d rid approximately 1 P } c • Y1 5t)Q fralin 1 m L.nSI , Winds w Windsor town line RR ./. rnne as . loon n on plans prepared by Design Professionals, Inc., project tl1430 and dated May 17, 2002, as revised. 'Phis approval is subject to the following modifications: 1. This approval is for 17 lots, numbered 1-17. 2. Concrete sidewalks built n Ili to Town s eci I a i p fc t ors, shall be installed on both sides of all new streets. 3. Drainage and construction g for this subdivision is subject to the approval of the Town Engineer. 4. Septic system final l design(s) s Must be submitted to and approv ed by the Environmental Health Officer Prior to issuan ce (f building permits. S. Water shall be supplied to this subdivision by public water. 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the C'hicf or Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). 7. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town Of South Windsor. Street names and supporting posts shall be installed by the developer in conformance %vith the standards of the •Town of South Windsor, at no expense to the Town. 8. A liability insurance policy shall be submitted to this Commission naming the Town of south Windsor as an insured, with a combined single limit for bodily injury an(Uor property damage in the amount of $1,000.000. 1. This application is sub subject to the conditions , a 7 7 v I 1(f 1) ro . I of the inl;md Wetlands AgcncyiConservation Commission, including a hand in the amount of $25,000 for erosion &. sediment control measures, and a bond in the amount of S 1o,000 for the establishment of the detention basin and plantings. 10. Poor to commencement of any site work, a meeting trust be held with Town Staff. 11. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 12. All casements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submittal on standard Town easement form where appropriate. to this Commission >nor to Filing •them mars 1 hay y and issuance ofbullding permits. All deeds for open space, public improvements and roadways must he submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting dccds and must be approved by the Engineering Department and Town Attorney. 13. Footing drains are required for each house. Prior to the budding of any structure on a lot, a topographic map, drawn to a scale of I" -, 40', shall be submitted for cacti lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been approved by the Town L'nginecr. 14. If, for any reason, finished grading and otter individual lot site work is not completed, tine Town Engineer shall detenninc the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Cerificate of Occupancy. 15. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one -}•car term, 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 may, at its option, call the Letter it is holding. 16. A drainage assessment fee in the amount of S850 shall be submitted to this Commission. 17. No building permits will be issued until all modifications have been complied with, anu the final plans have been filed in the Town Clerk's office. I S. Cul-de-sac street must have a paved lip of six feet extending north. 19. The sight line improvements described in the applicant's traffic report (clearing of vegetation) are required. 20. A 15-foot hedgerow easement for the hedgerow must be incorporated along the northern property boundaries excluding the section of the proposed town land where Vintage Lane may be extended in the future. 21. Engineering review comments dated June 3, 2002, must be addressed to the Town Engineer's satisfaction. 22. The zoning data table should reflect the open space calculation and total acreage of the property. 23. A 140-foot dimension line from the proposed house on lot P8 to the southerly property line. A note stipulating this distance must be adhered to. 24. The open space for this subdivision is to be town owned. Any and all debris and/or contamination present on the subdivision open space roust be removed; remediated prior to acceptance by the'rown. Black and white transparent mylars of Shects 8 4-7 with the above modifications, together with three blueprint copies of the entire set of plans (includingarchitectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by July 19, 2002. Aner filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission Enclosures cc: Town Engineer Chief Building Official Assessor Superintendent ot'Pollution Control Fire Marshal Board of Education John Jacques Attachments: Decd/casement policy Bonding policy Quantity Estimate Liglnirtg policy PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET v In tage Hills Bar beir MU Read South Wi n&oir, connecdc ut 0 � if LEGEND 0 IRON PIN TO BE SET s EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT � EXISTING UTILITY POLE - - - EASEMENT BOUNDARY LINE -- - - 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY PROPOSED BITUMINOUS CURB OWNER f APPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 j n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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 q OF THE PROFESSIONAL ENIGINEER/SURVEYOR q �I I I� D I{ N /E THERESA GEDRIM P I I.P. SET _ S88'44 6"W STONE WALL P. SET _ S. s' orAL-89 3' 85.4'3"E - /1V667 M 37 331.29' J I 50 R.Y. I M 50' R.Y. ff f �I0 I C7 { If + m I 4 I ! ! 1 I 1 + l ! ! l I ! ! ,Cf) CD o ! N w N CAI -P p N �1 �1 } ! I Co + r o 00 . ! I 10 Lot j p Lot #1 4 N l � �3,®9'� S.F. ` { 39964 S.F. o l 1.�! �4 A . + 1.46 r46 Ac. 1 -< ! cn I ! + ! 0 1 fV 0l 1 1 1 ' ^ o 1 ` v�) M 1 II I rnw_�26-1 323 .60007 0000 TOW= O.� FF=324 l4 , I J L50L F.Y. L._.._ 4 1 1+ 0 1� �V4 �i 0, 6 1 07/16/02 1 PER TOWN COMMENTS BEE REVISIONS 5 07/11/02 PER TOWN COMMENTS BEE j 4 06/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA 1 N NO. DATE I DESCRIPTION BY THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC, No. Mn^nncrn ic• minc r"R urw3L-u IJ rrwL HEDGEROW EASEMENT •�•� _ _ SSg•54'25"w _ _ / 5.03' ( TAL) 8'S4' E 530.98' I 1 Lot #`d 5 77- R7 A-F 1.77 Ac. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. a n I� STONE WALL �•P. SET z 30.10' / z zy- M 36 2(J' S.Y. o t -Tl! i Lot #17 I C� An 2aa 4z r 1� 0.92 Ac. O O 0) II o'"' !� 0 L c� 1 20' S.Y. S88'54'25"W C' 20' S.Y. ti L l4 55 ® 860.291.8755 esign rofessionels, inc. ®! Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor • connecticut 06074 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPF?TY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME LOTS. 8. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. MAP REFERENCE: 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1 "=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. 20' STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR PROP. STOP SIGN &. STOP BAR SUBDIVISION PLAN PLOT PLAN DESIGN.• RA I DRA G3N RA I CHECKED.- RPM job No.: 14JO DA TE• 12- 03-01 DRAWNG NO.: JOBS/I.430/17L 0 TSUBDI VII -;30-4-7 RIM M P 1' { MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 1 875842.46 1059739.44 2 875866.23 1059713.27 3 875832.20 1059006.08 4 875806.03 1058982.31 5 875630.09 1058990.78 6 875596.94 1059006.37 7 875Sg319 1 r1SRA17 2R,5 8 875627.69 1058940.84 9 875803.62 1058932.37 10 875827.39 1058906.20 11 875824.62 1058848.48 12 876024.05 1058614.09 13 876059.38 1058597.24 14 876063.03 1058678.94 15 876012.19 1058666.66 16 875874.56 1058846.08 17 875916.17 1059710.86 18 875942.35 1059734.63 19 875188.21 1058599.52 20 875351.59 1058713.85 21 875435.50 1058709.81 22 8754-47.76 1058964.51 23 875501.81 1058961.91 24 875502.77 1058981.89 25 875413.99 1058986.16 26 875426.49 1059246.00 27 875608.05 1059237.26 28 875621.65 1059519.80 29 875681.58 1059516.91 30 875692.63 1059746.65 31 875V3V.7V IV59/ W3 32 875201.67 1059766.22 33 875176.07 1059447.32 34 875193.80 1058969.42 35 875195.56 1058786.33 36 876252.11 1059719.28 37 876241.99 1059188.40 38 876230.87 1058857.30 39 876212.11 1058357.67 40 876227.53 1058367.71 41 87616 6.9 6 1058328.29 42 876049.44 1058357.57 43 875816.53 1058608.73 44 875638.51 1058658.91 45 875573.67 1058653.14 46 1 875544.30 1058606.38 47 1 875712.17 1058348.74 PROPERTY SURVEY/RESURVEY PREPARED FOR: Balrbeir HUR Road South WIt1I dooir, Connecticut SHEET 5, 21 - l LIMIT OF 80' UPLAND M43t REVIEW AREA MATCHLUNE I.P. 0 N 6� 1 M 4N, 7 w ` J z \J W LL- w W \ \ CONSERVATION EASEMENT IN FAVOR N �M44 OF THE TOWN OF SOUTH V4INDSOR 9 REVIEW 1 (D'^ \ 00 \ � 0 Lo 1 \ s� cf) v M1611 4-S87-1 7°14_42"W i ' c,� 1'4; RN,�25.00 0 107.79 / L--201,¢3 Tan=10 5 A= 51 '20' 42-,, N87'14'42" E �.. - M11 57.79' M10 ---_147.21' R=25.00 9.Z7 '�- L= 3.2 7 Tan-25.00 _ - - - A=90'00'00" - N` 1 j 50' F. Y. 0 1 ?, T 0�� o 46,120 S.F. 1 O �1 � 1.05 Ac. , I I }N O I- I� 0' S.Y. 1 - - S87'14'42"`IJ _ - - 230.00' 20 S.Y. Ln S87'14'42"W �n VINTAGE LANE M3 I� 151.00' PROP. STOP SIGN fl R=25.00 `� STOP BAR--- L=3 27 M4 Tan _5.00 DT A=9 00'00" - 17-c-, F.Y. { A Lot #4 411078 5.F. 0.94 Ac. Cil u O 0 -r1 < 20' S REET TREE EASQ0ENT IN FAVOR 1 OF I nIE TOWN OF 1 i? 2 00 r I SOUTH WINDSOR Rt D 7C 00` �p r �M ? M5 p o a it R= S.00 L 20 L=37 59 R=48.0 i Tan-� 82 L=37. 9 Tan- 9.82 A=44'5 3' A= 4 52'03" 162.02' / M 0 N87°14`42"E M \ N OTES: 1. ALL MONUMENTATION FOUND OR Sr'--' I� DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 4. STREET LINE ALONG BARBER HILL R.DAI5915N(NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED KOADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSiDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME L07S. 8. THE DWELLING ON LOT #8 SHALL BE NO CLOSER THAN 140 FEET FROM THE SOUTHERLY PROPERTY L!NE (N/F DZEN). 9. LOTS #6 & #7 TO BE EQUIPPED WITH SEPTIC EFFLUENT PUMP SYSTEMS. 10. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. MAP REFERENCE: 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1"=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. limMa1, ® IRON PIN TO BE SET EXISTING IRON PIN o MONUMENT TO BE SET 0 EXISTING MONUMENT CO-) EXISTING UTILITY POLE - - - EASEMENT BOUNDARY LINE - - - 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY = PROPOSED BITUMINOUS CURB MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 1 575842. 46 1059739. 44 2 875866.23 1059713.27 3 875832.20 1059006.08 4 875806.03 1058982.31 5 875630.09 1058990.78 6 875596.94 1059006.37 7 875593.19 1058928.50 8 875627.69 105894-0.84 9 875803.62 1058932.37 10 875827.39 1058906.20 11 875824.62 1058848.48 12 876024.05 1058614.09 13 876059.38 1058597.24 14 876063.03 1058678.94 15 1 876012.19 1058666.66 16 875874.56 1058846.08 17 875916.17 1059710.86 18 875942.35 1059734.63 19 875188.21 1058599.52 20 875351.59 1058713.85 21 1058709.81 22 _875435.50 875447.76 1058964.51 23 875501.81 1058961.91 24 875502.77 1058981.89 25 875413.99 1058986.16 26 1 875426.49 1059246.00 27 875608.05 1059237.26 28 I 875621.65 1059 519.80 29 875681.58 1059516.91 30 875692.63 1059746.65 31 875630.70 1059 749.63 32 875201.67 1059766.22 33 875176.07 1059447.32 .54 875193.80 I 1058969.42 35 875195.56 1058786.33 36 876252.11 1059719.28 37 876241.99 1059188.40 38 876230.87 1058857.30 39 876212.11 1058357.67 40 876227.53 1058367.71 41 I 876166.96 1058328.29 42 876049.44 1058357.57 43 875816.53 1058608.73 44 875638.51 1058658.91 45 1 875573.67 1058653.14 46 875544.30 1058606.38 47 875712.17 1058348.74 uays*va.a;o�ea+�aah.rra.t�ar�-eaa>.xur�o.ree.•ay.-ntx.:-. .e.vsnt�tw,raw ..asr_'.��:ar :<a�sv+:o =.nxaa�aotatv»i Utz r.:sx.� x.:•.,+.ttao�.sraaxmmm�s emef.seu�.sxx.Ameamva�a,aus�e . __ y.ax...._ _ __ -.... ,._.. ....,,,,.�....r.. 0 0000 + I a NOTES: o V NTAGE LANL � 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. - 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME LOTS. 8. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. MAP REFERENCE: 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1 "=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. MONUMENT NUMBER MONUMENT COORDINATES NORTHING EASTING 1 875842.46 1059739.44 2 875866.23 1059713.27 3 875832.20 1059006.08 4 875806.03 1058982.31 U 875630.09 i U5899U.78 6 875596.94 1059006.37 7 875593.19 1058928.50 8 875627.69 1058940.84 9 875803.62 1058932.37 10 875827.39 1058906.20 11 875824.62 1058848.48 12 876024.05 1058614.09 13 876059.38 1058597.24 1 14 876063.03 1058678.94 15 876012.19 1058666.66 15 875874.56 1058846.08 17 875916.17 1059710.86 1rz C 875942.3a I�CII"97A C� Ivuzp/Jlt.oJ 19 875188.21 1058599.52 20 875351.59 1058713.85 21 875435.50 1058709.81 22 875447.76 1058964.51 23 875501.81 1058961.91 24 875502.77 1058981.89 25 875413.99 1058986.16 26 875426.49 105924-6.00 27 875608.05 1059237.26 28 875621.65 1059519.80 29 875681.58 1059516.91 30 875692.63 1059746.65 31 875630.70 1059 749.63 32 875201.67 1059766.22 33 875176.07 1059447.32 34 875193.80 1058969.42 35 875195.56 1058786.33 36 876252.11 1059719.28 37 876241.99 1059188.40 38 876230.87 1058857.30 39 876212.11 1058357.67 40 876227.53 1058367.71 41 876166.96 1058328.29 42 876049.44 1058357,57 43 875816.53 1058608.73 AA ri V/JV VV.aI1 1nRPCZrQ oa V/VVVV.J1 45 875573.67 1058653.14 46 875544.30 1058606.38 47 875712.17 1058348.74 LEGEND 0 IRON PIN TO BE SET 0 EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT CCL) EXISTING UTILITY POLE - - - EASEMENT BOUNDARY LINE - • -° 80' UPLAND REVIEW AREA • S INLAND WETLANDS BOUNDARY - PROPOSED BITUMINOUS CURB OWNERZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TC"I /Qar) AX7-1 Q7-Z 1 LL. `VVV f `'FJL I VL.°,! 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 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. M23 AI�I N .� o N 00 fT1 ��IW oo I Q0 �I M 2 2 WALL I.P. SET PROP. 4 SIDEWALK - 176,00' M3 151.00' PROP. STOP SIGN - R=25.00 & STOP BAR L=3 .27 Tan 25.00- 1 �nl) nn l I It LTOW= FF= 323.00 1 I t , GAR=321.00 `f D o Lot �#4 � 11 � � tt 1 1 IC, (,t C,tI 41,078 S.F. 4 j Lot #3 I o� 0.94 Ac. it 41 360 S.F. w 0.94 Ac. N � < ` O--TI < I20' S(REET TREE , C'A[`CkJ t•AIT IAI CA\//\! I CHJG(�i GIV I tIV t-r\ V VR 1 1, n OF THE TOWN OF IV I' ISOUT I WINDSOR 5(:' R.Y. V5 I I R_ 8.00 1 _ 20 S.-'] L= 37 59 Tan= 82 1 M27 176.00' t1= 443" - ------- M 8 _ p N 87'14' 42" E 231.15' \ • 20 S. Y I � I I U r e I /R=55.00/ / D O L=119. 1 ji / It, W 14sI Tan=1 4.30 p / w w v A=1 23' 31 " Lnn oo 0) �, �1 Ijj 01 0 0 43,9 O) � 07-- v I00 I m R=55.00 L=20.11 Tan=10.17 d=20'57'05" / � 1 L20' S.Y. - q 260.13' 6 07/16/02 PER TOWN COMMENTS BEE REVISIONS 5 07/11/02 PER TOWN COMMENTS BEE 4 05/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE Ii 2 4-23-02 ADD 20% OPEN SPACE MHA h 1 L_73_�2 PFR Tr1WN STAFF CQ}dMFNTS MHA N0. DATE DESCRIPTION BY S86'56'1 O"E �F==q z 176.00' 4, S� 205.00' I I 500_ F.�� - - � a 50� F�Y TOW=319 - - I .50 � ' FF=320.50 w I 0 O o N 0 I I GAR=318.50 O I ri o N `C ; 00 Lot # 1 I N 40,115 S.F. I N Ln 0.92 Ac. I Q } 40 Lot #2 41,360 S.F. oI 20' 1 S.Y. 0.94 Ac. M 20' DRAINAGE EASEMENT IN E I ` FAVOR OF THE TOWN OF { - - - - S87'14'42' W _ 1 I SOUTH WINDSOR 230.00' I ---� 10' ....- I i � (�' RkIM12 O V0, CO q IT I __• _.. -._... r,. _._ --r_�.:�Y[5L'.....r.�....+..��,_e:�'�."d.!:dKbR.n ����._.�V�.iR4�Y.. �_`.�•.L[.ut�..:-•_Qi1G0 '( aC 31Vr omm i R=25.00 L= 39.27 .-Inn =25 0 n=90'00'00" M1 REMNANTS OF WIRE FENCt M 33 REMNANTS OF DIRE FENCE 0 0 N/F JOHN D. DZEN JR. ` v 8C JENNIFER M. DZEN UREVIEW AREA OF 8(), `• ......,,,.. �- LIMIT THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-30013-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12fifi2 RICHARD P. MARTEL v --- LIC. No. SNET#1169 0 0 SNET#1170 0 SNET#1171 860.291 - 8755 SUBDIVISION PLAN PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET GRAPHIC SCALE ®esi n PLOT PLAN Vi t� �a�'� mills 40 0 20 40 80 7 )N FEE I:p ofessior��ls, '��■ DESIGN.•RA DRAWN.•RA CHECKED: RPM 1��,rbeir HUI � oad 61 inch = 40 ft_ ........, /na A/n . 1-d 3n nATC- 77-n7-n1 f 111 m: %-1V11 clip mvi b • f lannCI".s • Ju{-vvyVI'J • VIJ .-- rw.. - t -1". /c ✓✓ v/ � Ip 165 south satellite road south windsor • connecticut 06074 1 DRAWING NO.: JOBS11430117LOTSUBDIV11430-4-7 '���� W'M&®r9 (�.'®ID1Il1��iC�$�CUll$ t / -.0 NOTES: ? 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. '{ 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 r r 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL { 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR I 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME LOTS. t? 8. ALL LEACHING AREAS SHALL BE STAKED OUT AND MARKED WITH SNOW OR SILT FENCE PRIOR TO CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED a TO PASS OVER LEACHING AREAS PRIOR TO SEPTIC SYSTEM CONSTRUCTION. 9. THE TOWN ENGINEER SHALL DETERMINE THE NECESSITY OF UNDERDRAINS SHOWN IN FILL SECTIONS OF ROADWAYS AT THE TIME OF CONSTRUCTION. 10. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. I: 11. ALL APPLICABLE SEPARATING DISTANCES FROM SEPTIC SYSTEMS STATED IN THE CONNECTICUT PUBLIC HEALTH CODE SHALL BE ADHERED TO, INCLUDING, BUT NOT LIMITED TO, THE SEPARATING DISTANCE STIPULATED IN TABLE NO. 1, ITEM H AND ACCEPTED TIGHT PIPE MATERIAL LISTED IN TABLE 2-C OF THE -- . "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS" SECTION OF THE HEALT',; CODE. TEMPORARY CUL-DE-SAC THIS PROPERTY REVERTS TO ABUTTING PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL OTHER WORK INCIDENTAL TO REMOVING CUL-DE-SAC ARE REQUIRED UPON STREET EXTENSION. 15' GRADING EASEMENT PROPOSED 15' WIDE IN FAVOR OF THE TOWN HEDGEROW EASEMENT OF SOUTH WINDSOR PROPOSED 15' WIDE HEDGREROW EASEMENT N /F THERESA GEDRIM LIMIT OF80' �� 2�- `'-__ - ��---� S N W L l i SE MAP REFERENCE: UPLAND REVIEW - \ \ -32 / 4 AREA / I. T 5 5 I.P. ET 166 3' 5. 6' I TAL 89 1 PROPERTY OF VITO COVENSKY ABBE ROAD SOUTH WINDSOR CONN + S oN LL 05' / SCALE 1 "=100', DATE: 9-8-88 REV TO 12- 12-88, SHEET 2 OF 13- - 118.s - BY LUCEK ENGINEERING ASSCC., INC. 4 „ I P s / 1 0 I {24 {=° 1Q _ 4 �` \! 3 \29 j I \ \ I.P. 9' 22.5 --- F>�- - J TP247 \ j 34.35' } \ ,� 'TPa 4991.98'~ 15' 15 { 20' S.Y. / / / \�\ / I S.Y. / { { TP246 =es ® TP1 \ TP245 \ /% / ".' I\ a _�� -I- , pp ®-3A O 326� {- �Io - _ -- - ��� { { O �� I (- 50 R.Y. �\ I TPz53 50 R.1 410 to PRO OSED 326 0 t P-13 0 \ \ Gj 71674 5/ 3 { �� UND RDRAIN �f \ / Sy � � -10 I t 244�� 3? \ _ 55.00 S P-2A �p TP104 \ s .���`.. �% \ i i '-51.90^4 _ \ I i - / t �`30n _ J, 1 \ \ (' TP46 - TPias '/ 1 i A=5 -0 '1 t'� \ ! �- / --322- \ \ I v ` f ' \ t TP254 yc" 0 0 � �® Tan 68. 6 / t I TP 9 o "� A- 2'4 '20" 00 y \ \ \ _ ST �M^�,^� ce15 13 00 c 141 I q� \ 45,61 s.F. © \ w 1 11 \ '• �'TP243 TP108 / v Ac ` \ \ •yry W WW 4.3 { t L= ..5 ��� 0 0 0 / 1 3 Tp` P-14 }\ 334. 5 _ p 20 S. Y. _T- L=3.23 x w { R=60. 0 4 TP \ SIP 4 N Lot #14 t x x Tan=1.61 2.50 0 �� v' \ L= ?ji! 0' �- I i \ \ p� IU11 O \ 332.50 / 333.25 n=03'21'3 \ `L 32a - 2�1.8 �Y I I \ O ` \ 37964 S.P. =&0.0 F 8' ro TP53 v' o fri l -4 7 \ 20 ® co 1.46 Ac. 1---- - - 307.55 _✓ \PT = - \ CONSERVATION EASEMENT IN FAVOR \ - - - 0.7 ,,,_. - ( TP55I: \ OF THE TOWN OF SOUTH WINDSOR \ \ / - TP241 - A =3 '0 '3 \ r L 33.280\ \ � \ ���� O Lot 1 d 3 \ =225. \ -16.16 \ _ \ 1 =20.00 2 0 �'' \ 32� rsv-AR A 63'Q19`�.�. 1 C 1 = *53'48'___ € -! 50 \ o � � y '� .+�4 Ac. 1 -S9 =05t5, „ \ / \ =60. rl\ N \ SYSTEM 324 1 < L .7 O \ OTTOM = .00 I a 1 1 O \ / / OOC� \ W o IT W Y' 3'12 \ \ \ N I \ N F 0 'ta \ �,�� / I / Lot R 5. } I \� \ �� O �32 V) I I I ROXANNE M. & N ' _ it) \ / I - 34 \ \ \ L�GK I 56 ROBERT. J. MONGEON ry / , t TP \ ` o ` \ / �� Q= \ O 11 \ \ \ FF�3 \ 47,370 \ t 1 �'o .08 Ac. I \ I I T01=323.00 \ i \ o o n=204.91\ \ 1=326.00 2 FF324.00 o \� \ TOW a=91'23'21 \ O GAf=322.00 l GAR=325.00 F.Y. F. Y Ica] \ \ / / I I A'- -1 1 \ 9�F ♦`\ T1,3 \ -I--- I I elta= 3" ® LEGEND t \ \ \ / / �TP11 \ \ \ \ \ \ 20' STIR ET TREE EASEME IN FAVOR \ IRON PIN TO BE SET ' \ \ / ` I - - ___ \ / I � / � ��`� `„�- ~ � \ \ \ TPa \� 3 s0U1 EtrOWN WINDSOR F 1 I � �- J \ / \ ` _ c1 EXISTING IRON PIN \\ }/ % I 1' � \ � �� � ��.\ \ I / I I 7.14' CD TO BE SET / I ► ,V S• \ •14_4 W ffi EXISTING MONUMENT ` \ / I I 2� �- PROPOSED \ \ ce �\ o S87' 4 "W - - I S8 EXISTING UTILITY POLE \ \� / ' I �'31 _ ' TPIIUNDERDRAIN ` \ - o . a sloEwA K W PRO P05ED UNDE DRAIN - - - EASEMENT BOUNDARY LINE t \ / _57807 ,-�`B2 �\ t '�� I-3g2.43' /�, / �'t�' \ \�u' \ U' �0+ 0 PROPOSED "WATER MAID o _ = EXISTING CATCH BASIN AND PIPE \ I J T \ A o Btt \ 7•, �,»W o =--M--- PROPOSED CATCH BASIN AND PIPE 1 / I / _ -ter ` \ 25.0 107.79\ o - - r PROPOSED YARD DRAIN AND PIPE - ` \/ _f ' L=2 1,63 "\ \ \ IC617 -w- WATER LATERAL 20 1 . LAND - GAS LINE n=51'2042316 IS6 sIbN - 151.00 -c�jTP39 57.79 - -300- - EXISTING CONTOUR REVIEW/ AREA 21 Z & TOP A T1ts R R-5F N- PROP. 4 S10EWALK P �I 27 EM- PROPOSED CONTOUR 39.2L=3.27 3ATCHiI� �J _c> To 2 00 [` {' �N'0 , ''00" , 50' FSURFACE DRAINAGE DIRECTION �} ` 1 x312.25 SPOTGRADE ELEVATION n= v� '' S �-�eT 10\ UPLAND RIC. _'_.Y. 1I INLAND WETLANDS BOUNDARY 50 �"� r �"�� EXISTING TREELINE l / ( \ \ \ \ \ y \ I `. �� I ' G � �i \ I TP11a FF TOW �1 » I 1 �r,rw� F. Y. \ ir: Lot # 4 { ��-1 �`1 � � I 1 I GAR PROPOSED TREELINE PROPOSED BITUMINOUS CURB nwwp,p /APPI IrANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 { x n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 011 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. 6 07/16/02 PER TOWN COMMENTS BEE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. 4 06/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA N0. DATE I DESCRIPTION QY GRAPHIC SCALE 40 0 20 40 80 IN FEET 1. A-Uun = 4V IL. 6 860•291.8755 SUBDIVISION PLAN 70PaC�[�G° RIC PLEA es'�� >• 1fr1ofessionals, Inc ■ DESIGN: RA DRAWN.• RA CHECKED. RPM ■ Civil Engineers • Planners • Surveyors • CIS JOB NO.: 74JO DATE.• 72-03-01 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: JOBS11430117LOTSUBDIV11430-8-11 PROPERTY SURVEY/RESURVEY PREPARED FOR: Vi n Cage Hills Bairbe>r HUI Road 1Ouuth wkidsor, commeadeuut SHEET „I i NOTES: J `i. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON, 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPER I Y ZONE RR 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME LOTS. 8. ALL LEACHING AREAS SHALL BE STAKED OUT AND MARKED WITH SNOW OR SILT FENCE PRIOR TO CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED TO PASS OVER LEACHING AREAS PRIOR TO SEPTIC SYSTEM CONSTRUCTION. 9. THE TOWN ENGINEER SHALL DETERMINE THE NECESSITY OF UNDERDRAINS SHOWN IN FILL SECTIONS OF ROADWAYS AT THE TIME OF CONSTRUCTION. 10. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IIV THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. 11. ALL APPLICABLE SEPARATING DISTANCES FROM SEPTIC SYSTEMS STATED IN THE CONNECTICUT PUBLIC HEALTH CODE SHALL BE ADHERED TO, INCLUDING, BUT NOT LIMITED TO, THE SEPARATING DISTANCE STIPULATED IN TABLE NO. 1, ITEM H AND ACCEPTED TIGHT PIPE MATERIAL LISTED IN TABLE 2-C OF THE "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS" SECTION OF THE HEALTH CODE. MAP REFERENCE: 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1 "=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. LEGEND 0 IRON PIN TO BE SET EXISTING IRON PIN a MONUMENT TO BE SET a EXISTING MONUMENT C-CL) EXISTING UTILITY POLE - - - EASEMENT BOUNDARY LINE _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE =(5- PROPOSED YARD DRAIN AND PIPE -w- WATER LATERAL -G- GAS LINE - -300- - EXISTING CONTOUR -iM- PROPOSED CONTOUR X312.25 SPOTGRADE ELEVATION <-= SURFACE DRAINAGE DIRECTION - ' - 80' UPLAND REVIEW AREA A ♦ INLAND WETLANDS BOUNDARY ry-r` -r-\ EXISTING TREELINE rv'Y"Y'Y-\ PROPOSED TREELINE PROPOSED BITUMINOUS CURB OWNERRZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RInr.E ROAn SOUTH WIN DSO R, CT. 06074 TEL. (860) 432-1823 A x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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. 0 PROPOSED 15' WIDE )RIM HEDGEROW EASEMENT 0 � _ ^� y-/Y- •4 L Y _ \ _ TONE WALL / \ P. SET S N WA SE / A i 5 .0 ' ( AL) 166 3' TAL} 89 85• I \�\ 17� .07' I 854' 530.98' \ ( 7T_ 2 0' S. . Y. n o j 4 CIO I _ I � lJ I _ 1 322 1 1 \\ �- Y. 50' R.Y. Q v 1 �- m��z 50 R. (7 ,. T�257 - JV i P t I r LJJ I i' / TF'101 / f i 174 I cO �\ � \ N ' 1 / \ L TP11 '�O / to \ \ I J of �� / NV / IQ ^� sQ o/ GI 1 � i �"'' 8 428 P-2A W O\TaTP1oo CO 5T o o coo M M I ® t 0 ,c \ 7254 \ \ w/ cP l • � J J � U� 1 I / � p d I 1 „ /� Lot # ( / 3 (� / 1 / I , JV TPt 1 ( I r , J I y W o ` T"^'� T 73A \ ` O TP 0:2 / / I P- / / 0.92 / I 13 \ TP 56 o l / w /• l I 20'.Y.Cn / 1y1 9a 6 P-6 � s S88 541/ I 7 : 5 31.50:1-/10' h2�26 i a ►r�� LOT °'�0 rnO \�� ��4 S.F. +i,, °° l j x \ 1 / F UT rrj 1 ' cB+ + 1 / rn � tJ .4� AV. f I iPt _� Y / \� / Tps o Lot #13 TP55 \ I 1P176 rl M Tl I 0 fei �1 ® r C7 .� �y��.�. \ O \ / /' ST rT 1 ICo \, 1 U P 2 ,00� l \ M 1.44 Ac. \ Icn / . Q --�� n \ 1 .77 Ac.� / / t13 CIDi> o ICI ' �; � / / 3 EDGE OF PAVEMENT TP16 ® TOW=323.00 TP13 / / I x m J �� 4 CLEAR EXISTING VEGETATION TO PROVIDE CLEAR SIGHT r O FF=324.00 �(j1 I J �CN' I I / LINES ALONG BARBER HILL ROAD. CLEARING TO BE � 1 II GAR=322.0 / /t�/�' Tpal� J �■�8t �l / / I COORDINATED WITH TOM STAFF I , I I �, n � JJJJJ( Ij II / `n PROPOSED WATER MAIN .(?4c TO=323.00 EQ F.Y. EXTENTION ALONG TOW=326.0FF-324.00 -BATBHILL ROAD FF=327.00 GA,=322.00 50 E.(EXTEND FROM NORTH) 370LR 25.00.00GAR=325 TP15 / �1J co w c Q L 39.27 \ D0' _T =moo \ I TP17 3j433 / \ 'S1 ��5 Ir_ � :D 90'00'00" S ,l >4�, _ 1 / 3� 20' STREET TREE Y1 - - a SIDEWALK I K EASEMENT IN FAVOR 7-14_42"W _ - - -322- r \ + OF THE TOWN OF _ PROPOSED 12 WATERY MA'N + _ SOUTH WINDSOR S8 °14'4. "W _ ) ��\ �_1 e -o 9- 41 87' a W j 0 o „I� rwPr)RAIN----�-- ! e � a1' o nonon F n F3NDERDRAI PROP. STOP SIGN )PO��u 1 --- I - r - - - - IIIIII rnv v G & STOP BAR „ WATER MAIM J o ' / a PROPOS�D�' .�.�z--- 1 0 _ - O pROp. a_ tDEWALK " TP3o1 205.00' R=25. o_ _ -- CB17 5 ASIDEWALK - r6 _ n- O 00' '00 0 }1 ' 76./ 5= I ' CLEAR EXISTING VEGETATION TO PROVIDE CLEAR SIGHT +` EX TING BARN 1 LINES ALONG BARBER HILL ROAD. CLEARING TO BE 151.00 I _ r _ - I II /I / ---- i / - LINES COORDINATED WITH TOWN STAFF. I PROP. ST SIN F W ( � .__ --- r� f ( � / ICI � \ � R=25. &STOP JBA N P227 / / /�i I i' ® I I I {ttl \ \- / I ' 1 S J i MATCHLUNE Tan 2 .00 6 I 0,.. -; _1, / -2 - -/- - y o -j -'-o -I��-• - �- \� -- - -• - - ^=9' 3" hL0 `, ' I �O' F.Y� TP300 Cr M 1 6 < i \q ST / oo / TOW=319.50 i� I 8HEEET II I pF320.50 e I M m/ o W 50 E. Y. �} ( / M �� r GARS=318.50 I I k a I. 1 W rPi14 '� �1 ( TOW�322.00 // �,, III N I a I I' J 1j 10 ■ is .■ / I FF ^323.00 4 b� U,1h{ _ p 3 W P 1 t7T \ J Ef T1P1G DIR cv 11 UT ` 11 ( l 1 1.21), a 2 (T? 6 I O7/i6/O2 I PER TOWN COMMENTS REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. 5 07/11/02 PER TOWN COMMENTS BEE 4 06/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA NO. DATE DESCRIPTION By 860.291 • 8755 SUBDIVIesignSION itPLAN� Fyn PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET GRAPHIC SCALE G° ■ TOPO APHOIC PLAN • f y, c 40 0 20 40 80 r V zn 6 age Hills ( IN FED) , DESIGN. • RA DRAWN.• RA CHECKED: RPM BalrbeT HUI 1 uld 1 inch = 40 ft. i III ,m Civil Engineers • Planners •Surveyors CIS JOB No.: 1430 DATE.• 12-03-01 65 south sat,:llite road south wind or • connecticut 06074 Oh',j3,7NC tVo.: ✓�?,3S /1.13© '1iL0TSUBDI 1•r"30-8-11 South 'W Indoor, N , el LIMIT OF 80' UPLAND REVIEW/ AREA MATb-H--fUNIE F' `1 Ld J z o- \ \\\ \ \3& �o\\1 1 11 CONSERVATION EASEMENT IN FAVOR \ \ \ \ \ OF THE TOWN OF SOUTH WINDSOR �� \ \ \ \ \ RSA \ \ \ \ l l o N/F ROXANNE M. & J ROBERT. J. MONGEON c 0\Ov s6'\ TP2�3 J / P-AO W 1 � \ o y \\ \ \® �a �\ \ 6\ \ \ \ \ \ \ pro I cn \ oo �00 O/ Jza `\ \ \ \ \ \\ 36 3 \ \ \ \ 36g, z \\ \ \ \ \ \ SE�NOTE 8� �37 Min. \3 --- - -� 90 `'�• 4 1 d4 94 � N/F JOHN D. DZEN JR. NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. o I G 2. HORIZONTAL DATUM: NAD '83 ---- VERTICAL DATUM: NAVD 29 PROP. 4 SIDEWALK 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. 151.00 _ 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED a �/N STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X — AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 — COMMUNITY PARCEL TP 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR ,-� 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR , 50' F.Y•, � OF HOUSE ON SOME LOTS. P1,4 8. THE DWELLING ON LOT #8 SHALL BE NO CLOSER THAN 140 FEET FROM THE SOUTHERLY PROPER[ T Lllvt liv/r VLGIV). 9. ALL LEACHING AREAS SHALL BE STAKED OUT AND MARKED WITH SNOW OR SILT CIS 11 FENCE PRIOR TO CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED w� ST 1P33, TO PASS OVER LEACHING AREAS PRIOR TO SEPTIC SYSTEM CONSTRUCTION. C) of \ P-11 l ® 10. LOTS #6 & #7 TO BE EQUIPPED WITH SEPTIC EFFLUENT PUMP SYSTEMS. 11. THE TOWN ENGINEER SHALL DETERMINE THE NECESSITY OF UNDERDRAINS SHOWN IN FILL SECTIONS OF ROADWAYS AT THE TIME OF CONSTRUCTION. 12. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19-LOT SUBDIVISION PROPOSAL. T/ lw / 1 Z Al I ADDI I(`API P SEPARATING nICTANI(( F8 FROM BFPTIC' BYSTFMB STATFn IN TP166 U7 THE CONNECTICUT PUBLIC HEALTH CODE SHALL BE ADHERED TO, INCLUDING, 3 .< BUT NOT LIMITED TO, THE SEPARATING DISTANCE STIPULATED IN TABLE NO. 1, 0' kET TREE ITEM H AND ACCEPTED TIGHT PIPE MATERIAL LISTED IN TABLE 2-C OF THE IN FAVOR �32 "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE IF EITOWN OF , „ SEWAGE DISPOSAL SYSTEMS" SECTION OF THE HEALTH CODE. MAP REFERENCE: PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. SCALE 1"=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. IRON PIN TO BE SET EXISTING IRON PIN MONUMENT TO BE SET EXISTING MONUMENT P'VIcTll\Ir UTILITY POI P EASEMENT BOUNDARY LINE EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE PROPOSED YARD DRAIN AND PIPE WATER LATERAL GAS LINE EXISTING CONTOUR PROPOSED CONTOUR SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION 80' UPLAND REVIEW AREA INLAND WETLANDS BOUNDARY EXISTING TREELINE PROPOSED TREELINE PROPOSED BITUMINOUS CURB OWNER/APPLICANT IAMI IES N MSTRI JrTION I - NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: NAD '83 VERTICAL DATUM: NAVD 29 1 3. TOTAL AREA OF THE PROPERTY = 1,506,971 Sq. Ft. 34.59 Ac. — 4. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED STREET LINE TAKEN 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY 5. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN, AS PER FIRM PANEL 3 OF 11 - COMMUNITY PARCEL 090036 0003D. MAP REVISED FEB. 23, 2001. 6. PROPERTY ZONE RR — 7 7. SEPTIC LOCATION MAY PRECLUDE INSTALLATION OF INGROUND POOLS TO REAR OF HOUSE ON SOME LOTS. 328 \ 8. ALL LEACHING AREAS SHALL BE STAKED OUT AND MARKED WITH SNOW OR SILT FENCE PRIOR TO CONSTRUCTION. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED TO PASS OVER LEACHING AREAS PRIOR TO SEPTIC SYSTEM CONSTRUCTION. 9. THE TOWN ENGINEER SHALL DETERMINE THE NECESSITY OF UNDERDRAINS SHOWN IN FILL SECTIONS OF ROADWAYS AT THE TIME OF CONSTRUCTION. 10. LOTS 8-10 ON THESE PLANS CORRESPOND TO LOTS 10-12, RESPECTIVELY, IN THE ORIGINAL 19—LOT SUBDIVISION PROPOSAL. 11. ALL APPLICABLE SEPARATING DISTANCES FROM SEPTIC SYSTEMS STATED IN THE CONNECTICUT PUBLIC HEALTH CODE SHALL BE ADHERED TO, INCLUDING, BUT NOT LIMITED TO, THE SEPARATING DISTANCE STIPULATED IN TABLE NO. 1, ITEM H AND ACCEPTED TIGHT PIPE MATERIAL LISTED IN ABLE 2—C OF THE / \ "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUBSURFACE I SEWAGE DISPOSAL SYSTEMS" SECTION OF THE HEALTH CODE. j I\ MAP REFERENCE: I 1. PROPERTY OF VITO COVENSKY ABBE ROAD, SOUTH WINDSOR, CONN. \I SCALE 1 "=100', DATE: 9-8-88 REV TO 12-12-88, SHEET 2 OF 13 BY LUCEK ENGINEERING ASSOC., INC. LEGEND 0 IRON PIN TO BE SET • EXISTING IRON PIN o MONUMENT TO BE SET ■ EXISTING MONUMENT EXISTING UTILITY POLE — — — EASEMENT BOUNDARY LINE = =9-- = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE —&— PROPOSED YARD DRAIN AND PIPE —w— WATER LATERAL —G— GAS LINE - -300- - EXISTING CONTOUR -- ;— PROPOSED CONTOUR x312.25 SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION — -- 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY ry-v,r-' EXISTING TREELINE r'Yvw`% PROPOSED TREELINE PROPOSED BITUMINOUS CURB OWNERZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432 1823 A n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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 } ,\N Ifflj CA ' N I jOPEIIM SPA E 1376 133 S F. I� 6.6ti3 Acr ' J 1 lJYlt YI VrjWIRE- N/F JOHN D. DZEN JR. JENNIFER M. DZEN 6 07/16/02 PER TOWN COMMENTS BEE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. — 5 07/11/02 PER TOWN COMMENTS BEE 4 06/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA NO. DATE DESCRIPTION BY D1 LF - 6U- AUS N-1Z S-0.50% 0 GRAPHIC SCALE 'w 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. LIMij 0� S0' 'UPLAND REVIEW AREA 860.291.8755 esign . r rofessionals, Inc. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south Windsor • Connecticut 06074 SUBDIVISION PLAN TOO P OOC�RAPHEC PLAN DESIGN: RA I DRAWN.• RA I CHECKED: RPM ✓oB No.: 14JO DA rE:• 12-OJ-01 DRAWING NO.: JOBS114JO117L O TSUBDI V114JO-8-11 CLEAR EXISTING VEGETATION TO PROVIDE CLEAR SIGHT LINES ALONG BARBER HILL ROAD. CLEARING TO BE COORDINATED WITH TOWN STAFF. I ke 1711F.N I 1*h1 1 I l , PROPOSED WATER MAIN EXTENTION ALONG BARBER HILL ROAD (EXTEND FROM NORTH) PROP. TYPE CL CB T.F.=MATCH EXISTING ROAD (-316.22) INV.=MATCH EXISTING CMP (-312.23) EAST INV.=311.66 (WEST) EXISTING 15" CMP TO REMAIN PROP. TYPE CL CB — T.F.=MATCH EXISTING ROAD (-316.22) INV.-MATCH EXISTING CMP (-312.27) —EXISTING 15" CMP FL=312.27t 0 SNET#1170 0 SNET#1171 PROPERTY SURVEY/RESURVEY PREPARED FOR: Vi.n tage dills Barber MO RI Road South dins®,, C®allutneCflr.ut SHEET 11 / 2 � Structure T.F. Invert Description C61 320,12 317.45 6" in FD16 316.70 15" out CB2 C62 320,12 313.91 6" in FD1 316.58 15" in CB1 312.80 15" out CB4 CB3 314.50 311.08 15" in Y1 311.08 15" out CB4 CB4 314.50 310.97 15" in CB3 310.72 15" in CB2 310.72 18" out CB6 C95 314.95 312.28 6" in FD14 310.82 15" out CB6 CB6 314.95 310.70 15" in CB5 310.40 18" in CB4 310.40 18" in CB8 309.70 30" out Outlet CB7 320.47 316.86 6" in FD13 315.24 15" out CB8 CB8 320.47 317.88 6" in FD4 315.12 15" in CB7 314.87 18" in CB17 314.87 18" out CB6 CB9 326.17 322.70 15" out CB16 CB10 331.82 326.97 6" in FD12 326.22 15" out CB11 CB11 331.82 328.39 15" in Y3 326.10 15" in CB10 320.86 15" in CB13 320.86 15" out CB16 CB12 331.51 328.09 15" out CB13 CB13 331.51 328.50 6" in FD9 322.56 6" in FD11 323.91 15" in CB15 327.98 15" in CB! 2 321.81 15" out CB11 CB14 328.12 324.59 15" out CB15 CB15 328.12 325.30 6" in FD10 324.48 15" in CB14 324.48 15" out C1313 CB16 325.81 321.49 15" in Y2 322.37 15" in C89 319.44 15" in C811 319.19 18" out CB17 CB17 325.32 321.53 15" in CB18 318.75 18" in CB16 318.75 18" out CB8 CB18 331.42 328.75 6" in FD6 327.78 15" in CB19 327.78 15" in Y3 327.78 15" out CB17 C1319 331.42 328.00 15" in CB18 CB20 334.20 330.78 15" out CB11 Y1 313.75 312.02 6" in FD15 311.27 15" out CB3 Y2 326.00 322.33 6" in FD7 321.58 15" out CB16 Y3 332.85 329.40 15" out CB18 Outlet 308.30 Flared End Line Segment Size Type Length Slope CB1-CB2 15" ADS 23' 0.50% FD16-CB1 6" PVC 112' 2.57% FD1-CB2 6" PVC 44' 0.50% C82-CB4 15" RCP 268' 0.77% FD15-Y1 6" PVC 75' 3.08% Y1-CB3 15" ADS 37' 0.50% CB3-CB4 15" ADS 23' 0.50% CB4-CB6 18" RCP 65' 0.50% FD14-CB5 6" PVC 133' 1.54% CB5-CB6 15" RCP 23' 0.50% CB14-CB15 15" ADS 23' 0.50% FD10-CB15 6" PVC 80' 2.54% CB15-CB13 15 ADS 115' 0.50% CB12-CB13 15" ADS 23' 0.50% FD9-CB13 6" PVC 76' 5.37% FD11-CB13 6" PVC 155' 0.50% CB13-CB11 15" ADS 190, 0.50% FD12-CB10 6" PVC 72' 0.50% CB10-CB11 15" ADS 23' 0.50% CB20-CB11 15" ADS 44' 4.78% CB11-CB16 15" ADS 189, 0.75% CB9-CB16 15" ADS 35' 0,94% FD7-Y2 6" PVC 78' 9.94% Y2-CB16 15" ADS 18' 0.50% CB16-CB17 18" ADS 44' 1.00% CB17-CB8 18" ADS 138' 2.81 % FD13-CB7 6" PVC 94' 0.50% CB7-CB8 15" RCP 23' 0.50% FD4-CB8 6" PVC 88' 5.63% CB8-CB6 18" RCP 208' 2.15% CB6-Out 30" RCP 285' 0.50% CB!9-CB!8 15" ADS 43' 0,507. Y3-CB18 15" ADS 82' 1.97% FD6-CB18 6" PVC 83' 9.13% CB18-CB17 15" ADS 238' 2.62% A j x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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,/ CI)R1/F Y(1R. cn 1 N I V) � O N �St-'1 \ AREA ---- _ _ � 1 I 1 I O 1� LOT 15 ` t I I � I cn N I ` = TOW 323.00 N 01 l cn I LOT 1 O I I FF=324.00 GAR=322.00 LOT 13 I (J) • I I I I = 1 TOW.00 I I I TO W=326.00 2 � FF=324.00 1 GAR=322.00 F.Y. I 0 � FF=327.0 � 50 F•Y. 50 1 GAR=325.00 _ { F. Y. I L _ 4� 3 50' REVISIONS 4 06/17/02 Address Town comments and approval conditions BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA tin nATE DESCRIPTION BY Ii ST t w 040 0 ` EDGI I ��- t/I IIYi � r+j Y-• n LOT 16 CO U BAR a I I a LINES AL O o COORDiNA . lal { to PROPOSED W 4 50' F.Y. I_ ------ 3 ION L AL BARBER HILL BARBER � (EXTEND FRO M 18�d' I ' u _._ ' M 17 g Yi -- --� - 4 IDEWALK PROPOSED 12 WATER MAIN + o N O --"CB3 w + I O - _ L4� 665 i o 4 SIDEWA K -- 41 S8714'42'W p o PR POSED UNDERDRAIN �, { �0 795.61' o PROPO ED UNDERDRAIN o �_. 0+00 ---- - WATER MAIN �' 1 0 0 - - - - - PROPOSED 12' o o M2 S87'1 '42"W _ - _ PROP. 4 SIDEWALK o _ 10 .79' C817 P. 4 SIDEWALK ��- M1 Ili M3 g r M10 816 PROP. STOP SIGN F y_ ICI 0 2 A STOPBAR ----1114 r F.Y. I I {w M4°� F I Q �� 1 ' 50' F.Y. - l I i 3 I v.\ ST ` TOW=319.50 W i ` r / FF0 =320.50 0 qo I 50' F.Y-"-. �t GAR=318.50 I ST W TOW=322.0004 N M i Ow v FF=323.00 1, I II C G GAR=321.00 0�Q 1+ '0 1� O A G) ;i O rY I II :�E \'y� n w iI LOT )4 , { �a I�/ I LOT 2 I I N I i LOT 1 ST 1 i `� N w i ` w / 4 0 Cn LOT 3 N I 5T I I p w 0 p O PROP. STOP SIG & STOP BAR Ply 336 336 of _ 334 U 334 i- 1n 332 o 332 -- + _ ED .:331.50 330 >- 00 a a F- LOT#4 T.O. __ LOW POINT - - 315.07 TA = 3+48.2 V) 330 I PVI STA PM ELEY = 3+48.3 56 LOTy16 T.0 .:329.00 ANGLE POINT 328 A.D. • = 6.0 328 K = 55.8 STA /+9b.6 ELEV. 326.00 326 vC; N� Y2 326 LOT�j13 17 T.O.W.:326.00 rp 00 In U r- + to 324 U V) - m v TRE\ICH NON-FRE TO BE DRAINING a CO 1�M LOT#I T.O. .:323.00 �l �( LOT,#14 T.O.W.:32 .00 w w (SEE DETAIL) 15 T.O.W.:323.00 1 322 - 322 ' 44', 8" ADS ` LOT# T.O.W.:322.00 U U 320 320 1 (O (fl LOT2 T. W.:319.50 O 318 13 �� LU �` v cn "� V) PROp� l R MA, i 33 PCB#9 2.819 316 - 1- 316 - - TF: 326.17 �- .� _ - -- PIPE T��N 20g --... • r / 23.2'-L " 314 F: 325.32 314 E NON-F P 2.15z 23.8'-L AININ F:325.81 NV.(18"E&W):318.75 312 (SF ®0.77% 312 310 308 I V.(15"N):322.37 PCB 7 IRON Wg7ER Mq� C nLE gr 8" RCP p 0.50% I V.(18"E):319.19 310 (13.0'-R) • ROpOSED MpN PIPE TRENCH TO BE PCB#1- INV.(6"N):316.86 PCB# 13, 9' - NON -FREE DRAINING TF:320.12 TF:3'14.95 PCB 3 INV. 15"S :316.70 308 (13.0'-L) INV.(15"S) 310.82 (13.0'-R) PY#1 306 304 306 INV. 6"S :317.88 PCB#6 INV.(15"E&S): 1.08 28'68 TF: 313. R 75 (13.0'-L) INV.(15"N):315.12 TF:3'14.95 PCB#4 INV.(6" ):312.02 INV.(6"S):313.91 INV. 18" E 310.40 TF:314.50 INV. 15"W :312.80 - 304 INV. (18"W):310.40 INV.(15"N):310. 7 302 PC67-PC88 PCB6-OUTLET 2ER5 prps INV. (18"W):310 72 302 23'-15"RCP ® 0.50% 285'-30"RCP _® 0. 0% 23'-1 "RCP @ 0.50% _ 7•i�-1W'An¢ N-17 n rn% PC89-P _ PIPF TRENCH _ 35'�15"ADS N-12 DS 0.94% FREE DRAINING (SEE DETAIL) FREE DRAINING (SE DETAIL) FREE RAINING (SEE DETA L) 23'-15"ADS N-12 0.50% 37'-15"ADS N-12 0 0.50% DATUM ELEV 300.00 r7d NI> O� M N �.- co N O N cD �_ d r .- O O� O M 1� O (� 00 N N ,a) twin O O O p r� t7 0. 00 r c0 V' co CV �j )rj r• o0 �� p t� r7� � �M � MM to MM �_ M M� .- tf•) MM 11') .- t7M tr7 cV MM t\ � MM 00 r. N MM N N MM ' N N Mt+) N �M �� M)Nj to MM I 8.+.00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 � 860.291 • 8755 p�� o p�O���� � SHEET 0 CALE: 1 inch = 40 feet Horiz. esign VINTAGE LANE VIN7'�9 GE HILLS 1 inch = 4 feet Vertical rofessionals, inc. DES/GN.• DRAWN.•MHA CHECKED: RPM BARBER HULL ROAD 67) ! Civil Surveyors Engineers o (Manners o Sors • CiS ✓0B No.: 14JO DATE• 12-06-01 g y SOUTH WINDS®IE8.9 <CONNIECTUCCU7C 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: JOBS 1430 17L0TSUBD/V 1430-12 Im 1 Structure T.F. Invert Description C61 320.12 317.45 6" in FD16 316.70 15" out CB2 ! CB2 320.12 313.91 6" in FD1 316.58 15" in C131 312.80 15" out C134 CB3 314.50 311.08 15" in Y1 311.08 15" out CB4 CB4 314.50 310.97 15" in C133 Ii 310 72 15" in CB2 310.72 18 out C66 I� C135 314.95 312.28 6" in FD14 310.82 15" out C136 CB6 314.95 310.70 15" in CB5 310.40 18" in CB4 310.40 18" in CB8 309.70 30" out Outlet C137 320.47 316.86 6" in FD13 315.24 15" out CB8 CB8 320.47 317.88 6" in FD4 315.12 15" in CB7 314.87 18" in CB17 j 314.87 18" out C86 ` C139 326.17 322.70 15" out CB16 CB10 331,82 326.97 6" in FD12 326.22 15" out CB11 CB11 331.82 328.39 15" in Y3 326.10 15" in C610 320.86 15" in CB13 320.86 15" out CB16 C1312 331.51 328.09 15" out CB13 CB13 331.51 328.50 6" in FD9 322.56 6" in FD11 323.91 15" in CB15 327.98 15" in CB12 I 321.81 15" out CB11 C1314 328.12 324.59 15" out CB15 i CB15 328.12 325.30 6" in FD10 324.48 15" in CB14 324.48 15" out C813 CB16 325.81 321.49 15" in Y2 322.37 15" in CB9 319.44 15" in CB11 319.19 18" out CB17 CB17 325.32 321.53 15" in C1318 318.75 18" in CB16 •318.75 18" out CB8 CB18 331.42 328.75 6" in FD6 327.78 15" in C1319 327.78 15" in Y3 327.78 15" out CB17 CB19 331.42 328.00 15" in CB18 CB20 334.20 330.78 15" out CB11 Y1 313.75 312.02 6" in FD15 311.27 15" out CB3 Y2 326.00 322.33 6" in FD7 N 321.58 15" out CB16 W Y3 332.85 329.40 15" out CB18 ji Outlet 308.30 Flared End Line Segment Size Type Length Slope CB1-CB2 15" ADS 23' 0.50% FD16-CB1 6" PVC 112' 2.57% FD1-CB2 6" PVC 44' 0.50% C132-CB4 15" RCP 268' 0.77% FD15-Y1 6" PVC 75' 3.08% Y1-C133 15" ADS 37' 0.50% C63-CB4 15" ADS 23' 0.50% �oA -r1oL' ,Q" prp a� n gin% FD14-C65 6" PVC 133' 1.54% CB5-CB6 15" RCP 23' 0.50% CB14-CB15 15" ADS 23' 0.50% FD10-CB15 6" PVC 80' 2.54% CB15-CB13 15" ADS 115, 0.50% CB12-CB13 15" ADS 23' 0.50% FD9-CB13 6" PVC 76' 5.37% FD11-CB13 6" PVC 155' 0.50% CB13-CB11 15" ADS 190, 0.50% FD12-CB10 6" PVC 72' 0.50% CB10-CB11 15" ADS 23' 0.50% CB20-CB11 15" ADS 44' 4.78% CB11-CB16 15" ADS 189' 0.75% CB9-CB16 15" ADS 35' 0.94% FD7-Y2 6" PVC 78' 9.94% Y2-CB16 15" ADS 18' 0.50% CB16-CB17 18" ADS 44' 1.00% C617-CB8 18" ADS 138' 2.81 % FD13-CB7 6" PVC 94' 0.5'% CB7-CB8 15" RCP 23' 0.50% FD4-CB8 6" PVC 88' 5.63% CB8-CB6 18" RCP 208' 2.15% CB6-Out 30" RCP 285' 0.50% CB19-CB18 15" ADS 43' 0.50% Y3-CB18 15" ADS 82' 1.97% FD6-C618 6" PVC 83' 9.13% CB18-CB17 15" ADS 238' 2.62% `°s / °® �/� LOT #13 LOT 11 /i \ 501 ee \ \\ \ 3r O 0P a X . Q�o LOT 12 xo0 LOT #4� CD - O �� �O `�s0 - 33 O�0 / �� \ \ ��oS00 SO `b •S / Rz \ �33� OR RP LOT #10 N \ s `y F�AR�33`o.00 00 `o � pR'� d \ L0T #7 340.9.25 oo N LOT >� _ / / /GgR,3J'Sg \ \ boo � /.� s HIGH POINT ELEV = 333,23 344 01+� 342 - 342 i 340 340 i 338 -sit 338 G 336 336 334 334 332 332 330 - 330 328 -I 3287+95.6 --------------- 326 326 400 324 322AUS 322190'- 320 - 4 318 I 316 - 316 314 314 312 312 310 - 310 3011 H I� 306 �nF p Ili! If!{ 304 304 302 302 cD <{ N 14+00 13+00 12+00 11+00 10+00 9+00 8+00 r HIGH POINT STA = 10+94.1 PVI ELEV = 335.71 A.D. _ -6.6 i � ■ 3QQ. Q' VC � j LO ;<}7 T.O.W.:339.25 m � + r7 �Q m <� o+ oQ r- � 0 rn U .a. O- - .,,,......-•---- - � •- U to + L0T�12 T.O.W.:336.00 � M M LOT/{10 T.O W.: 36.00 (n cn O � Lo #11 T.O.W.:332.00 39.65E '`� + m � � - - TF:334.20 ¢ Q � •29' ANGLE POINT „••- -^ ..i ROpOgEO R ��N �' ELEV. 326.Q0 / 1R Y2 0 CB20-PC 11 � _ 50'N15"ADS -12 ®4.78% T 15'N 15" A N 12 ©0.50% " o osFo , - � 0.50% N-12 0.75% 44'N g" ADS .00� PY#2 I V.�15"W):324.59 .1 - 13.0'- R TF: 326.00 TF:331.51 PCB#10 INV.(6"S}:322.33 PCB#9 ( 3.0'-L) N�1.5� • • TF: 331.82 TF: 326.17 I V.(6"W):325.30 F'C 13 -i .. V.(15 E):324.48 (13.0'-L) INV.(15"S):326.22 23.2'-L 1�1.5�2 F: 325.32 IIVV.(6"W): 328.50 23 8'-L - ��( PCB#11 F:325.81 NV.(18"E&W): 318.75 IIVV.(15"E): 327.98 _ IIUV. 15 N :323.91 TF:331.82 I V.(15"N}:322.37 INV.(15"W):328.39 I V.(18"E):319.19 18'N15"ADS N-12 0.50% PCB14- ,N C615 _ PCB 2-PCB13 PCB10-P 'N �> 811 - PCB9-PC616 35'N15"ADS N-12 0.94% In ���d'�d'NNo0NO�hh'I�N�MMO�N^N�MNMM�MaMM?�M�t��t��`_�1�N d r7lt.Nnt��) M ,'� M ,=iljN: •Its) r) -�r) I (r) 'IrJ F 1'.' f v {X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS - 860.291 •8755 RESURVEY PREPARED FOR: SHEET 00 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ■ ro'%�,T ® %I INFORMATION. ALL EXISTING UTILITIES SHOULD ® ���� O PL�DG��[� �Il ♦ �[Y ���1�jjs BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 06/17/02 Address Town comments and approval conditions BEE _ es�gn SCALE: 1 inch = 40 feet Horiz. • 13 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 05/17/02 ADDRESS TOWN COMMENTS BEE rof essionals inc. BARBER HULL ROAD BY A LICENSED LAND SURVEYOR PRIOR TO 1 inch = 4 feet Vertical ! DESIGN.- DIMW..• MHA CHECKED. RPM 2 4-23-02 ADD 20% OPEN SPACE MHA CONSTRUCTION. ® r-x_ _Yo r_ _:_ _ _ __ 01_ __ _., c..-.. ....,,, �1c in.Q Art . PPAA De 7T-• 12_ 01q-nI SOUTH y�h�Lif ��)^TT �YTT�C+ �T�TT� l��ft��T f�� Taft+ 1 2-13-02 PER TOWN STAFF COMMENTS MHA n �i.UVif Cflglfl@ef S • �Idc1��C� Jug vCyv� • v�J �y®tLJ 1L1C71 V171t1�7llvey®� ®F�71�1L'�L111iU�11J 11 �No I THIS PLAN IS INVALID UNLESS IT BEARS THE 165 south satellite road south windsor • Connecticut 06074 OPAWING NO.: JOBS 1430 1430-13 IMPRESSION SEAL AND NGI ORIGINAL SIGNATURE n DATE DESCRIPTION BY OF THE PROFESSIONAL ENGINEER/SURVEYOR. h i'�' �_,__ �_�_. .�v�,�.�.;M,•,�..--,�,�,;;,�-�.:,:.�.:ae�,:r;r„a�s•� �Now LEGEND 71) EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE --z--- PROPOSED CATCH BASIN AND PIPE —J— PROPOSED YARD DRAIN AND PIPE — w — WATER LATERAL —G— GAS LINE - -300- - EXISTING CONTOUR --M-- PROPOSED CONTOUR x312.25 SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION — — 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY ry-y-� EXISTING TREELIKE imr-y*N PROPOSED TREELINE PROPOSED BITUMINOUS CURB —• SOIL DELINEATION LINE (FROM SCS) - - PROPOSED SILT FENCE/HAYBALES ® TEMPORARY SEDIMENT BASIN (SIZE TO HAVE 134 CIF PER ACRE OF RECEIVING WATERSHED) OWNERZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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. -N/F ROXANNE M. & ROBERT. J. MONGEON \ 1 \ 1 1 \ MATCHLUNEE EET Ve x REVISIONS 4 06/17/02 ADDRESS TOWN COMMENTS BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20a OPEN SPACE MHA 1 2-13-02 PER TOWN STAFF COMMENTS MHA NO. DATE DESCRIPTION BY THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE 40 0 20 40 w EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. tIN FEET ' 1 inch = 40 ft. 860.291.8755 Q esign rofessionals, Inc. 0 ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • Connecticut 06074 N /F THERESA GEDRIM Cpodcn P08n DESIGN: RA DRA WN.• RA CHECKED: RPM ✓oB No.: 1430 IDA TF• 12-03-01 DRAWING NO.: JOBS/1430/17LOTSU8DI V/1430-15-18 I I __— i 5( I l I 1 I t 4 \\1 4\ 1\ \ Lot # 14 N \ \ 63,964 S. 1.46 Ac TOV =323.( FF-324.00 G4= 322.1 I I Ti - � 7 77, V�ln tage Dills Bair er HIOM Read South wkdooT, coma ecticut SHEET LEGEND EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE =-�--- PROPOSED CATCH BASIN AND PIPE PROPOSED YARD DRAIN AND PIPE —w— WATER LATERAL —G— GAS LINE - -300- - EXISTING CONTOUR ? DPr)Dr1CGT1 rYINITrIl IP 1 1\VI VJLV VV1Ivvl♦ x312.25 SPOTGRADE ELEVATION <-- SURFACE DRAINAGE DIRECTION -- — 80' UPLAND REVIEW AREA A A INLAND WETLANDS BOUNDARY r--Y'� EXISTING TREELINE rY-Y� PROPOSED TREELINE PROPOSED BITUMINOUS CURB �._. SOIL DELINEATION LINE (FROM SCS) PROPOSED SILT FENCE/HAYBALES TEMPORARY SEDIMENT BASIN (SIZE TO HAVE 134 CIF PER ACRE OF RECEIVING WATERSHED) OWNER. PPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432-1823 N /F THERESA GEDRIM I F— 50 R.Y. I! 1 f 1 o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3 06/17/02 ADDRESS TOWN COMMENTS SEE 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. S. THIS PLAN IS INVALID UNLESS IT BEARMS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 0F THE PROFESSIONAL ENGINEER/SURVEYOR. 2 05/17/02 ADDRESS TOWN COMMENTS SEE ? 2-13-02 PER TOWN STAFF COMMENTS MHA NO. DATE DESCRIPTION BY THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE EROSION CONTROL ONLY, AND IS NOT TO 40 20 eo BE USED FOR UTILITIES CONSTRUCTION. IN FM `' 1 inch = 40 ft. 860.291.8755 ■ ■ esign rofessionals, inc. ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor . Connecticut 06074 Sediment & Erosion PI �n DESIGN.• RA DRAWN.• RA I CHECKED: RPM JOB NO.: 14JO DATE.• 12-OJ- 01 DRAWING NO.: JOBS114JO117LOTSUBDI V114JO-15-18 CONSTRUC11ON ENTRANCE PAD 6"N2" STONE ON FILTER FABRIC sy®1411>tYll �Y1Y nIt1lQiSsQY�'9 Vin Cage Hills o.cSvuauu�a: uua: �u.4 Wall r\ \J I, ✓ I' ATC(0, v LEGEND C-O-> EXISTING UTILITY POLE EXISTING CATCH BASIN AND PIPE - PROPOSED CATCH BASIN AND PIPE _ PROPOSED YARD DRAIN AND PIPE —w— WATER LATERAL —G— GAS LINE - -300- - EXISTING CONTOUR —ZD PROPOSED CONTOUR x312.25 SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION -- -- 80' UPLAND REVIEW AREA -A---A- INLAND WETLANDS BOUNDARY ry-ry-,--\ EXISTING TREELINE rvwr PROPOSED TREELINE PROPOSED BITUMINOUS CURB SOIL DELINEATION LINE (FROM SCS) PROPOSED SILT FENCE/HAYBALES TEMPORARY SEDIMENT BASIN (SIZE TO HAVE 134 CF PER ACRE OF RECEIVING WATERSHED) N /F ROXANNE M. & ROBERT. J. MONGEON �x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 1 o u n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 06/17/02 ADDRESS TOWN COMMENTS BEE 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 05/17/02 ADDRESS TOWN COMMENTS BEE BY A LICENSED LAND SURVEYOR PRIOR TO 2 4-23-02 ADD 20% OPEN SPACE MHA CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-13-02 PER TOWN STAFF COMMENTS MHA NO. DATE DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N/F JOHN D. DZEN JR. JENNIFER M. DZEN THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE EROSION CONTROL ONLY, AND IS NOT TO 20 BE USED FOR UTILITIES CONSTRUCTION. c IN FEET 1 inch = 40 fL r c•1 1 1 1 �y rL !�! ,� �. t t �� t i p t �•r cn wia ® 860.291.8755 esign i crof essio al , c. C111 _, Civil Engineers •Planners •Surveyors •CIS 165 south satellite road south windsor • connecticut 06074 �° �dimert & Erosion Pl��ri DESIGN. • RA I DRA kW. RA I CHECKED: RPM ✓oe No.: 14JO IDATE- 12—OJ-01 DRAWING NO.:JOBS11430117LOTSUBDIV11430-15-18 15' W/ OWNER f APPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE GOAD SOUTH WINDSOR, CT. 06074 TEL. (860) 432- 1 823 Vin tage Hills Bair beir MR1 Road south wi>1n&or' `oII rAecdcut SHEET I F--1 Ott hilt lc��I II LEGEND � EXISTING UTILITY POLE ===f9=== EXISTING CATCH BASIN AND PIPE =u=— PROPOSED CATCH BASIN AND PIPE --0= PROPOSED YARD DRAIN AND PIPE —w— WATER LATERAL —c— GAS LINE - —30v= = EXISTING Cv1vIT0UR —38-- PROPOSED CONTOUR x312.25 SPOTGRADE ELEVATION SURFACE DRAINAGE DIRECTION -- — 80' UPLAND REVIEW AREA A • INLAND WETLANDS BOUNDARY ryn"r`r-, EXISTING TREELINE ry'y•Y ^ PROPOSED TREELINE PROPOSED BITUMINOUS CURB —� SOIL DELINEATION LINE (FROM SCS) — p PROPOSED SILT FENCE/HAYBALES 0 TEMPORARY SEDIMENT BASIN (SIZE TO HAVE 134 CF PER ACRE OF RECEIVING WATERSHED) W C' W 41 1 1 , I �IOPE14 SPADE v �� ►376,17M 2D.Fo 1 \ ►1 6.6�3 LacJ 1 1 ` 1 z 1-4 OWNERZAPPLICANT JACQUES CONSTRUCTION, LLC 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TEL. "860\ 432-1 823 d w x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o 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. 4 06/17/02 ADDRESS TOWN COMMENTS BEE 3 05/17/02 ADDRESS TOWN COMMENTS BEE 2 4-23-02 ADD 20% OPEN SPACE MHA i 2-i3=D2 PEP TnWN STAFF CnA.fMFNTS MHA NO. DATE DESCRIPTION BY. Fli I NIA' JOHN D. DZEN JR. JENNIFER M. DZEN 51 LF - 30" ADS N-12 S-0.50% THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCE EROSION CONTROL ONLY, AND IS NOT TO 20 BE USED FOR UTILITIES CONSTRUCTION. (INFEET 1 inch = 40 ft. 860.291.8755 ■ esign rofessionals, ine. FI ❑ r1will F-nv1nanrc Prannorc . gtIrVAvnr z . C:IS 165 south satellite road south windsor • Connecticut 06074 I� �l � ISHEET 16 �I �.l 1' 1' �d �!; �•l 11 ti C" t l � 1 11 1 c�i �a 11111 cif � 7 ����`► A SNE I #1169 -C 0 - 11 EXIST. SHED 1 „ u 3I I PROP. TYPE CL CB T.F.=MATCH EXISTING ROAD (-316.22) I INV.=MATCH EXISTING CMP (E) INV.=311.65 (w) EXISTING 15• CMP TO REMAIN PROP. TYPE CL CB T.F.=MATCH EXISTING ROAD (-316.22) INV.=MATCH EXISTING CMP Sediment & Ero�or� PI �n DESIGN: RA I DRAWN.• RA I CHECKED.- RPM JOB NO.: 14JO I DATE., 12-03-01 DRAWNG NO.: JOBS11430117LOTSUBDIV11430_ 15-18 15" CMP FL=312.27 0 YII SNC1#1170 15" ADS �- 8 LF S=1.00% F.E. INV.=311.58 SNET#1171 Vin tage Hills Barber HUR Road South winnduar, c®nn>taecdcuut P 1) � r� -As- AV SEEDING SCHEDULE Maintenance and Operation: The following maintenance operations will be required to ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF ensure the proper and efficient operation of the Storm Water System, and Basins. TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE The following maintenance schedule is intended to be a minimum guide, and RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW additional inspections and maintenance measures may be required following large storm RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT events that could cause the deposition of excess debris in the system. TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. Pipe Outlet Location: The pipe outlets and associated riprap shall be inspected PERMANENT VEGETATION COVER annually and cleaned of silt and/or debris. The riprap shall be reshaped and SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 wired. as re replenished q USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% Catch Basins: The catch Basins within each lot shall be inspected annually. The PERENNIAL RYEGRASS 10% sumps shall be cleaned when the depth of material within the sumps reaches 1'. APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. Pavement Sweeping: The parking lots within each lot shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow TEMPORARY VEGETATIVE COVER season, and once in the fall after the leaves have fallen. SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH Water Quality / Detention Basin: The Water Quality / Detention Basin shall be AT 2 TONS PER ACRE. inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the spillway shall be removed. Any trash or debris that accumulates within the basin shall be removed. Sediment shall be removed from the basins' sediment forebay when itaccumulates to 1 /2 the design volume of the forebay. Basin Spillway. The stone spillway shall be inspected twice yearly. All large woody Construction Sequence growth that may affect the flow of water or the stability of the spillway shall be South Windsor removed. The spillway shall also be inspected after any flow passes through it. The riprap shall be re -arranged and added to as required to maintain the design as per 1. Coordinate all work with Town of South Windsor staff. 2. Install tree protection for trees to be saved. the design plans. 3. Install erosion control measures. Contact Town for inspection. 4. Remove and store existing trees to be saved from areas to be disturbed. 5. Locate all existing utilities and take necessary measures to insure adequate protection of existing utilities during construction. 6. Clear and grub detention basin area strip top soil. Excavate basin area to approximate size and depth. Basin to be used as sedimentation basin during construction. Temporary seed with rye grass. 7. Install temporary outlet within basin. 8. Clear and grub roadways. 9. Strip topsoil from roadway areas. 10. Cut and fill to bring roadways to final sub -grade elevation. 11. Install utilities and drainage system. 12, Install base and compact. 13. Loam and seed disturbed areas to grow as soon as practical during the construction process. 14. Begin construction of individual houses. Work to proceed as follows: a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use topsoil berm(s) to control runoff from houses. b) Grade areas, install fill as required, install foundation, and grade to driveway sub -grade. c Install utilities. d Loam and seed sideslopes and disturbed areas as soon as practical during the construction process. e) Construct house. f) Install pavement for driveways, concrete walks, etc. 15. Upon stabilization of basin bottom and sideslopes either Via loam, seed and fabric matting or via installation of sod, stormwater may be discharged to basin. Any catch basins used to transport stormwater shall be suitably protected with appropriate erosion control measures. 16. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will be grassed except as shown on the landscaping plan. 17. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 18. The first course of pavement to be installed as early as possible during the construction process. 19. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 20. Install landscape plants. 21. Final clearing of erosion and sedimentation controls and storm drain structures. 22. Remove tree protection and temporary erosion. GENERAL NOTES: CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. r ADCAQ Tr) RE LEFT PADfBARE FOP EAnPrI-CRE TITAN 1r, r)AVC QHAII PP TRf7ATFr) WITH AIR r)RIFr) W(Y(Yr) (,.HIP M111�H OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 9. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. NOTES: 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.O1.1d4. FORM 814 A TYPE "K2" BIT. CURB BITUMINOUS CONCRETE UP CURB SECTION NOT TO SCALE 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON THE ROADWAYS WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. S. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS 9. MAXIMUM SLOPE OF FILL TO BE 3:1 EXCEPT WHERE NOTED ON THE PLANS. ALL FILL MATERIAL TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2003 (SITE WORK) RESPONSIBLE PERSON(S) FOR IMPLEMENTA TION OF SEDIMENTA 77ON AND EROSION CONTROL IS OWNER/APPLICANT. Z x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS oil Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rr INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 6/10/02 Add trench detail per Town comments 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 05/17/02 ADDRESS TOWN COMMENTS BY A LICENSED LAND SURVEYOR PRIOR TO 2 04/24/02 Add 20% Open Space CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-13-02 PER TOWN STAFF COMMENTS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION Type "C-L" top and -1'-8 13 1r- IS/I e' - V-1 aia -STANDARD PRECAST CONCRETE UNIT---" 10 TF: 312.80 OUTLET PPE ZW MODIFIED RIP RAP PAD - Class "A" �71 Concrete 1-0 -o' FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED �- AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2"X3" STAINLESS STEEL BOLTS Type "C-L" Top with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 1 2" SMOOTH STEEL BARS 8 FEET. 3. IN SANDY SOILS APPLY DAMP- 4"X8" OPENINGS Y8• PROOFING ON ALL FOUR WALLS. SPOT WELD ® EACH JOINT 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF �I THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE TOP PIPEIJOUTLET FROM THE CATCH 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WALL BE PERMITTED. MAX. CORBEL TO BE 3% NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6' TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9, PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. EARTH OR STONE ANCHOR FILE CB FILTER FABRIC .� FlL1ER I SUBGRADE SUBGRADE FABRIC �, I \- CB TOP j RI NOTE: REMOVE C8 GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to stole 9 9 9 g STORM SEWER STRUCTURE 9 a D g B FLOW 9 FLOW A B 9 j ANCHOR WITH TWO 2"x2"0' STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS N. T. S. ACTUAL DEPTHS tc MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS 50' - 0" RIGHT OF WAY - LOCAL FORM 814A AS AMENDED 25' LOCAL 25' LOCAL �I I 1 13' LOCAL 13' LOCAL 12' LOCAL 1' 5" CONC.1 5" CONC. S�OpF SIDEWALK SEE DETAIL APPLICOF t2" SIDEWALK SEE DETAIL vARi 3-, fs 1 /4": V 1 /2": 1' 3/8" 1' I ATION OF GRADE 1: BIT. CURB . 1 �( ResrQegki� Nn M / 4" TOPSOIL & m L 4" TOPSOIL & SEED � SEED 6' PROCESSED TRAPROCK BASE 1-1/2" BITUMINOUS CONCRETE CLASS 2 GRASS STRIP SURFACE COURSE (COMPACTED) AND RESERVED FOR (COMPACTED) MEET GRADATION M05.01-1 1-1/2" BITUMINOUS CONCRETE CLASS 1 HYDRANTS, 6' MIN. BANK RUN GRAVEL SUBBASE BINDER COURSE (COMPACTED) POLES, ETC. OVER PREPARED SUBGRADE (COMPACTED) MEET GRADATION OF M2.06 GRADING B FOR LOCAL ROADS IF PAVING IS DONE AFTER OCT 15 OR BEFORE APRIL 15 MHA BEE MHA MHA BY 2 OF BINDER COURSE SHALL BE PLACED. 2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) AND 2' BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR COLLECTOR ROADS TYPICAL ROADWAY SECTION NOT TO SCALE W FRONT ELEVATIO S4X9.° NOTE: USE C-L GRATE FOR A TYPE C-L DOUBLE GRATE BASIN. NOT TO SCALE FRONT ELEVATION 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6•x6" TRENCH 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT fOR STABILITY FENCINGAND SELF- CLEANING. 12" MIN. 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC IT INTO THE TRENCH COMPACT BACKFlLL 2-#4X TOP OF I DNCRETE UNIT 2AME ELEVATION BLOCKS OR TO 12' JOINTS TO BE JTEO FLUSH & FUL CONCRETE OR MASONRY UNITS CONCRETE OR ST SLUMP OR SLAE )AL) 3500 PSI )F 31e CRUSHED HE 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFlLL THE TRENCH AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. 1/6 OR 1/8 BEND (22.5' OR 45')--\ �30 PLAN VIEW 114 BEND (90') DI - TRENCH WIDTH SECTION jam= SIDE ELEVATION BENCH SHALL BE :XCAVATED TO FIRM 4ATERIAL IMMEDIATELY PRIOR TO PLACING ;ONCRETE PLAN VIEW PLAN VIEW CONCRETE' ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS & SAMITARY FORCE MAINS THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale) NOTES: 1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI. 2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION, THE WATER COMPANY'S INSPECTOR WILL MAKE THE DETERMINATION. HOLES -4"1 DETAIL "A" TOP OF FRAME APPLIES P SnRRUPS 0 9" \ 3 - /4X4• - 0" LONG ADJUST FRAME -----_ _ ELEVATION WITH CONC. BLOCKS OR BRICKS, C TO 12" 4' STEEL I -BEAM 3 2-1 0 S09.5 S-6" LONG 8" (MASONRY UNITS) PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6' OF 3/4* �CRUSHED STONE SIDE ELEVATION NOTES 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. P.) 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETEE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE "C" CATCH BASIN DOUBLE GRATE TYPE II 2' 2' ---PRE CAST CONCRETE UNIT ADJUST FRAME El WITH CONC. BLOC BRICKS, 6' TO 12 ALL JOINTS TO BE -POINTED FLUSH & FT PRE CAST CONCRETE CONCRETE MASONRY =, 6 PRE CAST SUMP OR SLAB (OR EQUAL} 3500 PSI 6' OF 3/4' CRUSHED s•g 7 STONE r-, 5-o NOTES: 4 I 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". FRONT ELEVATION 2' WSSUFFICIENT TOE Hs 20 SIDE ELEVATION LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE 'C-L' CATCH BASIN NOT TO SCALE PROPOSED GRADE 6C PAVEMENT SECTION OR '-` LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFlLL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" DEPTH TO INVERT �■ VARIES - SEE PROFILES MIN. NATIVE BACKFlLL MATERIAL TO 12' 12" BE APPROVED BY TOWN ENGINEER MIN' MIN- (COMPACTED IN 6" LIFTS OR AS DIRECTED BY TOWN ENGINEER, NO STONE LARGER THAN 3") STORM PIPE TO BE RCP OR EQUAL APPROVED BY SHAPE BEDDING TOWN ENGINEER (SIZE VARIES) 0.5' x PIPE O.D. NOTES: 1. ALL REINFORCED CONCRETE PIPE SHALL HAVE INTEGRAL RUBBER GASKETS. 2. NATIVE MATERIAL DEEMED UNSUITABLE BY THE TOWN ENGINEER SHALL BE REPLACED WITH A SUITABLE SOIL/CEMENT MIXTURE (OR OTHER APPROVED MATERIAL) TO PROVIDE GOOD SOIL STRUCTURE WITHOUT BEING FREE DRAINING. 3. THE TOWN ENGINEER SHALL INSPECT AND APPROVE OF THE PREPARED, COMPACTED PIPE SUBGRADE PRIOR TO PIPE INSTALLATION. 4. THE TOWN ENGINEER SHALL INSPECT AND APPROVE OF ALL PIPE INSTALLATION PRIOR TO BACKFILLING. 5. MATERIAL USED TO BACKFlLL THE TRENCH SHALL BE FULLY COMPACTED (TO 92-97% PROCTOR COMPACTION) BY VIBRATORY OR OTHER MECHANICAL IMPACT COMPACTION EQUIPMENT. 6. COMPACTION TESTS MAY BE REQUIRED ON THE TRENCH AFTER THE PIPE IS INSTALLED, BACKFILLLED AND COMPACTED TO 12 INCHES ABOVE THE TOP OF PIPE. STORM DRAIN TRENCH DETAIL (NON --FREE DRAINING BACKFlLL) BIT. CURB 7 I 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL :2 9b SEE SEDIMENT AND EROSION 15' � VARIES � SHEET FOR PAVEMENT WIDTHS 4' �.A&22 L THRU STREET EDGE OF PAVEMENT 1' TOOLED JOINTS WITH 1/2" PREFORMED 1/4" RADIUS TOOL EXPANSION JOINT MTL ANTI -TRACKING APRON not to scale RIGHT OF WAY -' f-STREET LINE R.O.W. MEET TOP OF CURB, OR EDGE OF VARIES 4' 1' PAVEMENT IF NO CURB EXISTS 6" 6" 1/4": V 3:1 MAX. BIT. CURB 1 2" 1 :s .:�;;,^•' :��: RESIDENTIAL 4" TOPSOIL & SEED MATCH EXISTING 4" TOPSOIL & SEE GROUND 8" PROCESSED OR BANK RUN GRAVEL O W N E R ZA P P L I C A N T MEET GRADATION OF M2.06 GRADING B DR M5.01.1. JACQUES CONSTRUCTION, LLC 5" CONC. SIDEWALK (8" CONIC. AT DRIVES WITH 6"X6"X1 O/10 WIREMESH) 67 RIDGE ROAD SOUTH WINDSOR, CT. 06074 TYPICAL SIDEWALK DETAIL TEL. (860) 432-1823 NOT TO SCALE ® 860.291.8755 E*�� 1t'� METAL 801LC`� I ■ o f e s s i o n a l s, ' n c■ DESIGN. • GBS/BEE DRA W.-GBS/BEE CHECKED. GBS 1-Civil Engineers • Planners • Surveyors • CIS JOB NO.: 14JO DATE.• 12-10-01 165 south satellite road - south windsor • connecticut 06074 DRAWING NO.: 1430\ 17L0TSUBD/V\DETA/L1.dwc SHEET VINTAG.I6' HILLSt 19 I33ARIBMER 1i H LL ROAD 77 DIMENSIONS DIA. A I B I C I D E F R-1 1 R-2 12' 4' 1 2'-0' 1 64 3/8 6'-0 3/8 2'-0' 1 V-7 15/16'1 14 15' 6' 2'-3• 3'-1D' 6'-1' 2'-6• 2'-0 5/16' i'-n 1/2` ll' 18, 9' 2'-3' T-10' 6'-1' 34' 2'-5' 1'-31/2' 1`0' 24' 9 112' T-7 112' 2'-6' 6'-1 1/2' 44' 2'-9 3/16'1'-4 13/16 1'-2' 30' 1'-0' 4'-6' V-7 3/4' 6'-1 3/4' 54' 3'-1' V-6 1/2' V-3' 36' 1'-3' 5'-3' 2'-10 3/4 T-1 3/4' 6'-0' 3'-11 13/16' 2'-0 5/16 V-8' 42' 1'-9' 5'-3' 2'-11' 8'-2' 6'-6' 4'-5 7/8' 2'-3 1/2' 1` 10' 48' 2'-0' 6'-0'_ 2'-2' 8'-2' 74' 4'-8 1/2' 2'-4 1/2' _ 1'-10' V i PLAN i 1 IS 1P J F SECTION Y-Y EDGE OF PAVEMENT 3 z PROVIDE ALTERNATE 'PULLOFF' w AREA IF DRIVEWAY GRADE IS GREATER THAN 10%. 10' 15% GRADE IV MAX z TRANSITION NOTES, 1. REFER TO TYPICAL ROADWAY SECTION FOR GRADE RELATIONSHIP BETWEEN R.O.W. LINE AND GUTTER LINE. R.O.W. 2. MAX. GRADE OF 157 STARTING 10'-0' BEYOND TOWN R.O.W. LINE. a a SAG CURVE IN DRIVE 15X MAX NOTE, FOR REPLACEMENT DRIVEWAY, PAVEMENT MUST HAVE A V LIP OR POSITIVE DRAINAGE TO ROAD. NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE ALTERNATE 00 0❑00 O O o(�?o�❑�ojo ❑ o ❑o ❑❑ o ❑ 0�00�00�4 o�o�o OD❑CIO 23.875" Dia. I 1 1 1.25" 1.25"u 0.38" 1.25" 1.125" 0.75" 0.875" 1 1 1.56" 1" 1.12, CV Z POURED CM-XkEIE CUTOFF VALE OR PRE CAST SLAB, ANCHORED TO CULVERT END ¢ sIDEw, z WI 10' TRANSITION �--- 0.56 --� I--0.75" 0.56 - GUTTER " " 17 Dia. �T� ,----- END VIEW w SS SECTION X-X U SECTION A -A NOTES, 15% MAX CAST IRON COVER .HINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REOUWED TO CONFORM TO PIPE. N.T.S. WALL THICKEESS SHALL EONFORN TO PIPE THICKNESS. CREST CURVE IN DRIVE STRUCTURE SMALL BE PLACED ON EXISTDIG SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE NOT TO SCALE CONCRETE CULVERT END RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE Rnte ec tion �irmanng Ran � Vantag)...,�e Lane � NRtutp(R9n) Wmv - _ •--. � — -- . .-. �...o � ....� �1/ v �a.i w �aa.a v u v w v VL• 4.1 v V/ v v W y v x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS C, O LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 00 INFORMATION. ALL EXISTING UTILITIES SHOULD 0o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 1 3 05/17/02 ADDRESS TOWN COMMENTS BEE BY A LICENSED LAND SURVEYOR PRIOR TO 2 04/24/02 Add 20% Open Space MHA CONSTRUCTION. I i 2—T3—v2 PER TOM STAFF COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. I+ 61 NO. DATE DESCRIPTION BY 2 - 1.5" Dia. 24.50" Dia. 0.75" Hondlin Holes 1.50" 2.125" -� 1.50" 8" F1 50" 1 121. 5" Dia. 0 0.75" .75" 6" 36" Dia. 48" Dia. SECTION B-B CAST IRON FRAME N.T.S. 2e DIAM OPENING 8 B — {L7N rJOado000 D SECTION A —A a O D p YARD DRAIN FRAME & GRATE TO BE: FRAME AND CRATE (SEE DETAL) L. BARON FOUNDRY MODEL LAM284 OR APPROVED EQUALX UST TO CRATE WITH OF TWO COURSE$ gGONG BRICK CRATE SUB TOP I I NFORCED CONCRETE HOLE SECTION NITM RNO• JOINTS 24--1 428-3/4' VMANNOUE FORCED CONCRETE HOLE BASE YARD DRAIN CDAAAC P. r`DATC I I \ Y11V1 L. M;3(. V 1 \!1 1 L N `d• 3/4- CRUSHED STONE FOUNDATION .SF.G N B—B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE STONE 13ERM not to scale ALL MATERIALS ARE TO MEET CONM. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED Ir a- R.O.W. vTr 6• 4 uuan+u, q' BITUKIN)IIS CURBING S'P 5ES EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. SIDEWALK - SLOPE NOT TO EXCEED 1,12 GRASS GRASS M1H, BITUMINOUS CURB LINE �,.1'-4• MAX —M06lT,RC cocuTc ,wow,_ ROW T.QG BITUMINOUS CURB TYP. (BOTH SIDES) FINISHED PAVEMENT LEVEL J SURFACE SHALL BE TEXTURED AND NON -SLIP. N=. DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURE SMALL BE PLACED WITHIN THE LIMITS OF THE RAW. CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE GRAPHIC SCALE 40 0 20 40 80 ( IN FEET i luau = 4v it. LAWN f STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL k SOD OR SEED —7 / I MIN. a°. A ` a 4• 12" MIN. 6" IN, BASE AND PAVEMENT --PER PAVEMENT DETAIL. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL ~ PLACEO AND COMPACTED IN ONE FOOT (11 (MAX.) LIFTS• SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8' DUCTILE IRON PIPE 3' SECTION WATER MAIN TRENCH SECTION NOT TO SCALE e 1 FINISHED GRADE HIT• CONIC• TOP SOA 19 BASE WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE SUBBASE SAND BACK FILL OR APPROVED PREVIOUS MATERIAL FILTER FABRIC OVERLAP 6' MIN. BOTH WAY (SEE NOTE) V NOTFM FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 05 TO 0.1 SECT AND ADS OF 0.43 nn TO 0.22nn AND SHALL MEET AASHTO M288-96, PROPOSED GRADE I DEPTH TO INVERT VARIES SEE PROFILES 6 IN. PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS <OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D.O.T. M2,05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M,02.1 FOR 3/4' STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE I.D.+2' 12' MIN. 12' 12' V O O O O O I --1FINISHFD GRAnF �1 BIT. CDHC. TOP SOIL �71�7e31e�R"y & WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE SUBBASE SAND BACK FILL OR PPROVED PREVIOUS MIN MATERIAL FILTER FABRIC OVERLAP oo•o 6' MIN. BOTH WAY $< <SEE NOTE) 1 1, 6' MIN, P.V.C. ERFORATED PIPE HOLES DOWN WIV STONE 6' MIN. P.V.C. �—PERFORATED PIPE HOLES DOWN - 3/4' STIINF O v0TE FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC" AND AOS OF 0.43 nn TO 0.22nn AND SHALL MEET AASHTO M288-96. STANDARD UNDERDRAIN DETAIL NOT TO SCALE DETAIL OF TEMPORARY SILTATION BASIN OUTLET EXISTING GRADE �E F G H Q FLARED END 1--6' BANK RUN GRAVEL SECTI❑N A -A e PLAN EXISTING GRADE OR OTHER SURFACE MATERIAL _FILTER FABRIC (SEE NOTE) NOIEI FILTER FABRIC SHALL BE NONWOVEN INTERMEDIATE CLASS 2, WITH PERMITTIVITY OF AP 0.5 TO 0.1 SEC-' AND AOS OF 0.43 mm TO 0.22ror1 AND SHALL MEET AASHTO M288-96, NOTE, THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD NOT TO SCALE PIPE SIZE A B C D E F G H WT RIP -RAP IN TONS 15' 10' 7' 1 112, 1' 1' 4 112' 1 1/2, 3' 6 18' 12' W 2' 1' 1' 5' 2' 4' 8 21' 13' 9' 2 112' 1 112' 1' 7' 2 112' 4 112' 12 24' 17' 10, 2 112' 1 112' 1' 8' 2 112' 5 112' 15 30' 20, 13' 3' 2' 2' 9' 3' 6' 22 36' 22' 16, 3 112' 2' 2' 9 1/2' 3 112' 7' 33 i 860.291.8755 &■ esign DETAL SHEET � rof es sion of s, inc. DESIGN: GBS/BEE I DRAYSIV GBS/BEE CHECKED.• GBS 6 Civil Engineers • Planners • Surveyors • CIS JOB No.: 1430 DATE.• 12-70-01 165 south satellite road south Windsor • Connecticut 06074 DRAtWNG NO.: 1430 17LOTSUBD/V\DETA/L2.DWG VI1VTA G.Z' HILLS 1'B'ARlK`)'fl9R Jr].!.ELL ROAD south wiun&or, co=eCdcut TP - , Depth Description Notes 0-19 Did Topsoil fill W messed by John lanni 19"-29' Red Fine Sand (Possibly Fill) 29'-33" Original Topsoil 33'-49' Fine Sandy Loam 49'45' Till DT Ledge: NO DT Water. NO DT Mottling: 39" TP -2 Depth Description Notes 0-10 Topsoil 10'-24' Fine Sandy Loom 24'-9.5 Till DT Ledge: NO DT water. NO DT Mottling: NO TP -3 D- th Description Notes 0 Coarse Sand 8` 15" Original Topsoil 15'-23" Compact Fine Sandy Loam 23%7' Till DT Ledge: NO DT Water: NO DT Mottling: ND TP -4 Death Description Notes 0-12* Topsoil 12%28' Fine Sandy Loam 28' 8.5' Till DT Ledge: NO DT Water: NO DT Mottling: 22' TP-5 Depth Description Notes 0-18" Topsoil 18'-34" Fine Sandy Loam 34'-10 Till DT Ledge: NO DT Water. NO DT Mottling: 28" m - v Depth Description Notes a13 Topsoil 13'-18' Coarse Sand 18'-25" Original Topsoil 25"-48" Fine Sandy Loom 48'-8' Coarse Sond DT Ledge: ND DT Water: NO DT Mottling: 37' TP -7 Depth Description Notes O-a" Topsoil 8'-40' Compact Boney Sandy Loom 40"4 Coarse Sand DT Ledge: ND DT Water. NO DT Mottling: 36" TP - 8 Depth Description Notes 0-14 Topsoil 14" 36' Medium Sandy Loom 38'4 Till DT Ledge: ND DT Water. ND DT Mottling: 33' TP -9 Depth Description Notes 0-12" T.ioii 12"-27' Medium Sandy Loam 27"-8' Till DT Ledge: ND DT Water. NO DT Mottling: 25' TP 10 Dath Description Notes 0-15" Topsoil 15°-29' Medium Sandy Loam 29'-8' Till DT Ledge: ND DT Water. ND DT Mottling: 24' TP-11 Depth Description Notes 0-1 Topsoil 12'-22" Fine Sandy Loam 22'-48' Medium Sand 48"45 Till DT Ledge: NO DT Water. NO DT Mottling: NO TP - 12 Depth Description Notes 0-13, Topsoil 13%25" Boney Sandy Loom 25"4 Till DT Ledge: ND DT Water. NO DT Mottling: ND TP - 13 Depth Description Notes 0-14' Topsoil 14"-9.5 Till DT Ledge: ND DT Water. ND DT Mottling: ND TP - 14 Death Description Notes D-13'- Topsoil 13' 25" Medium Sand 25"-7' Till DT Ledge: ND DT Water. ND DT Mottling: ND TP 15 Depth Description Notes 0-15" Topsoil 15•-8.5' Till DT Ledge: ND DT Water. ND DT Mottling: ND TP - 16 Depth Description Notes 0-f6- Topsail 16" 36' Fine Sandy Loom 36'-9.5' Till DT Ledge: ND DT Water. ND OT Mottling: 30' TP - 17 Depth Description Notes 0 18' Topsol 18' 31" Fine Sandy Loan 31%9' Till DT Ledge: ND DT Water. ND DT Mottling: 29' TP 18 Depth Description Notes 0-i6' Topsoil 16'-38' Fine Sandy Loan 3e-9' Till DT Ledge: NO 0T Water: ND OT Mottling: 34' TP - 20 Depth Description Notes 0-14° Topsoil 14'-74" Silty Locm 74'-8' Coarse Sand DT Ledge: ND OT Water: NO OT Mottling: 26' TP 21 Detin Description Notes 0-6 Topsoil 6'-20" Coarse Sand (Fit) 20"-32' Original Topsoil 32"-47' Silty Loom w/ Sand 47"-8' Coarse Sand DT Ledge: NO DT Water. ND DT Mottling: 32' ' TP 22 Depth Description Notes 0--4 Topsoll Restrictive 0 20" 4'-20' Coarse Sand 2n"-27" Comnact Clav/Mud 27"-34' Silty Loom w/ Sand 3C-5 Till DT Ledge: NO DT Water. NO DT Mottling: ND TP - 23 Depth Description Notes 0-9` Topsoil Restrictive9 9 9'-28" Compact Silty Loam 28"-32' Fine Sandy Loan 32"-B' Till DT Ledge: NO DT Water: ND DT Mottling: ND TP - 24 Depth Description Notes 0 25- Topsoil 29`-37" Boney Sandy Loam 3Y-9' Till OT Ledge: ND DT Water: NO DT Mottling: ND TP - 25 Depth Description Notes 0-18' Topsoil 18"-60' Medium Sandy Loom 60'-7' Coarse Sand OT Ledge: NO DT Water: NO DT Mottling: Nn TP - 26 nth Description Notes " 0 2a Topsoil Restrictive 0 14 2"-14" Medium Sandy Loom 14'-26' Compact Boney Sandy Silt 26%7' Tail DT Ledge: NO OT Water: NO DT Mottling: 24' TP - 26A D_pe th Description Notes 0-2" Topsoil 2'-12" Coarse Sand 12"-27' Dense Sandy Loam 27"-7' Till (Less Dense) DT Ledge: ND DT Water: ND DT Mottling: 24' TP - 27 N"', Descri tion Notes 0- Topsoil 7-15 Compact Coarse Sand 15" 23' 23 8' Compact Silty Loom Til DT Ledge: NO DT Water: NO DT Mottling: NO TP - 28 Depth Description Notes n_6 Tnpcnd 6"-7 Dense Boney Till DT Ledge: NO OT Water. NO DT Mottling: NO TP - 29 1_ D-pe th Description Notes 0 ?3 Topsoil Restrictive 0 14 " 3"-14" Compact Sandy Loan 14"-3Y Very Compact Sandy Loom 33'4 Medium Sand DT Ledge: ND DT Water: ND DT Mottling: ND TP - 30 D tin Description Notes 0 5 Topsoil 5'-26' Compact Coarse Sandy Loam 26"-7 Tight Medium Sandy Loom DT Ledge: ND DT Water. ND DT Mottling: 23' TP - 31 D th Description Notes 0-3 Topsoil 3"-30` Compact Fine Sandy Loam 30"-7' Tight Medium Sandy Loam OT Ledge: ND DT Water: ND DT Mottling: 17' TP - 32 Death Description Notes 0-2 Topsoil 2 _:if Medium Sand 32"-56" Coarse Compact Sand 56'-e Till DT Ledge: ND DT Water: ND DT Mottling: 18' TP - 33 De�h Description Notes o_ 0 11`- Topsoil Possible motthnq ®24 11-27" Moderately Compact Till 27-36" Medium Coarse Sand 36"-48" Original Topsoil 48"-6D" Fine Sandy Loam 60"-9' Till DT Ledge: ND DT Water: ND DT Mottling: 36' TP 34 Depth Description Notes 0-7" Topsoil 2nd layer appears moist 7"-29' Slightly Boney Sandy Loom 29'-7 Till DT Ledge: ND DT Water: ND DT Mottling: 24" TP - 35 D_pe tin Description Notes 0-3 Topsoil 3'-14" Compact Silty Sand 14"-6' Till DT Ledge: NO DT Water: NO DT Mottling: ND TP - 37 DeDih Description Notes a4 Topsoil 4'-tr Compact Sandy Loon, 12'-6' Till DT Ledge: ND DT Water. ND DT Mottling: NO TP - 38 D2th Description Notes 0 9a Topsoil 9"-20" Compact Sandy Loam 20%7 Till DT Ledge: ND DT Water: ND DT Mottling: 19' TP - 39 Depth Description Notes 0-4" Topsoil 4"-8' Boney Sandy Loam 8%6 Till OT Ledge: NO DT Water: ND DT Mottling: NO TP - 40 Depth Description Notes 0-14 Topsoil 14"-18" Medium Sandy Loam 18%8.5' Till DT Ledge: NO nT Wailer. ND DT Mottling: 16' TP-41 Depth Description Notes 0 2" Topsoil 2"-14" Sandy Loam 14"-8' at DT Ledge: ND DT Water: NO DT Mottling: NO TP - 42 0-pe tin Description Notes 0-11` Topsoil ll'-26" Fine Sandy Loan 26"-8.5' Tit DT Ledge: NO DT Water: ND DT Mottling: NO TP - 43 nth Description Notes 0 14' Boney Topsoil 14'-8. Till DT Ledge: NO DT Water. NO DT Mottling: NO TP - 43A Depth Description Notes 0-14a Topsail 14'-20' Fine Sandy Loam 20'-8' Till DT Ledge: ND DT Water. ND DT Mottling: 18" TP - 44 Depth Descript'an Notes 0-12" Boney Topsoil 12%8' Tnl DT Ledge: ND DT Water. ND DT Mottling: ND TP - 45 De Descri lion Notes 0 tin Topsail 7'-11' Fine Sandy Loom 11"-6 Till DT Ledge: ND DT Water. ND DT Mottling: ND TP - 46 Depth Descript on Notes 0-16 Topsoil 16'-29" Fine Sandy Loom 29•-T Till DT Ledge: ND DT Water ND DT Mottling: 25' TP - 47 Depth Description Notes 012 Topsoil 14-44 Bosley Sandy Loan 24`-9' Till DT Ledge: ND DT Water: ND DT Mottling: 18" TP - 48 Depth Description Notes 0 10' Topsoil 10"-27' Fine Sandy Loam 27'4 Till DT Ledge: NO DT Water. ND DT Mottling: ND TP - 49 Depth Description Notes 0 13' Topsail 13%24" Fine Sandy Loom 24'-9' Till DT Ledge: ND OT Water. ND DT Mottling: ND TP-50 Depth Description Notes 0 it Topsoil ll'-18' Fine Sandy Loam 18`-27" Boney Sandy Loam 27'-8' 1111 DT Ledge: ND DT Water: NO OT Mottling: NO TP - 51 Depth Description Notes 0-14" Topsoil 14"-23" Fine Sandy Loan 23'-9' Till DT Ledge: NO DT water: NO nT Mauling• NI) TP - 52 Depth Description Notes 0-12' Topsoil 12'-14' Medium Sandy Loam 14"-9' Till DT Ledge: ND DT Water: NO DT Mottling: NO TP - 53 D?1 pth Description Notes 0 18° Topsoil 18"-30" Fire Sandy Loom 30"-9.5 Till DT Ledge: NO DT Water: ND DT Mottling: 26' TP 54 h Description Notes 0-12' Topsoil 1 14' M^di . Sandy Laa.,. 14"-9' Till m DT Ledge: ND DT Water: ND DT Mottling: NO TP-55 Depth Description Notes 0-12 Topsoil it-15' Medium Sandy Loam 15"-9' TO DT Ledge: ND DT Water: ND DT Mottling: ND TP - 56 D-pe tin Description Notes 010 Topsoil 10"-12" Medium Sandy Loom 12"-9' Till DT Ledge: NO DT Water: NO DT Mottling: ND o _< x 1111 Z m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 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. 2 06/10/02 Renumb.Ir perc tests to match revised tot layouts BEE 1 2-13-02 PER TOWN STAFF COMMENT MHA NO. DATE DESCRIPTION BY TP - 100 Depth Description Notes 0-12� Topsoil 12'-28" Fine Sandy Loam 28"-V Till DT Ledge: ND DT Water. ND DT Mottling: ND TP - 101 Depth Description Notes 0-19' Topsoil 10'-20" Fine Sandy Loam 20`4 Till VI Ledge: ND OT water ND DT Mottling: 17" TP 102 Depth Description Notes 0-10" Topsoil 10"-18' Medium Sandy Loom 18"4 Till DT Ledge: ND DT Water. ND DT Mottling: 16" TP - 103 Depth Descri tion Notes 0-10 Topsoil 10'-19" Tight Boney Sandy Loam 19"-9' Till DT Ledge: ND DT Water. ND DT Mottling: ND TP - 104 D th Desc' tan Not;- 0 Topsoil t; ' 7"-22' Tight Boney Sandy Loom 22"-48" Till 48%8' Dense Coarse Sand DT Ledge: ND DT Water. ND DT Mottling: ND TP - 105 D�ih Description Notes D-t8n rae,n,a 18"-T Till w DT Ledge: ND DT Water. ND DT Mottling: 18" TP - 106 Depth Description Notes 0-8' Topsoil 8"-20' Medium Sandy Loam 20'-7 Till DT Ledge: ND DT Water. NO DT Mottling: 15" TP - 107 !nth Description Notes 0-8" Topsoil 8"-27' Medium Sandy Loam 27'-7' Tin DT Ledge: NO DT Water. NO DT Mottling: ND TP 108 nth Description Notes 0-10 Topsoil 1IT-20' Medium Sandy Loam 20'-7' Till DT Ledge: NO DT Water. NO DT Mottling: ND TP - 109 Depth Description Notes 0-7" Topsoil Restrietive ® 227 7-22' Medium Sandy loam (not by bottom of hole) 22'-3.6 Till DT Ledge: ND DT Water. ND DT Mottling: NO TP - 110 �h Descrip Notes 0-i4' Topsoil 14"-30" Medium Sandy Loam 30'-5 Till DT Ledge: ND DT Water. NO DT Mottling: NO TP-ill Depth Description Notes _ 0-5" Topsoil 15%18" Medium Sandy Loom 18"-7 Till DT Ledge: ND DT Water. ND DT Mottling: NO TP - 114 th Descr' ti Notes 0-8 Sandy Topsoil Mottling clearly defined at i , 8'-31' Medium Sand spotty at 12' DT Ledge: NO DT Water. ND DT Mottling: 12" TP - 116 Depth Description Notes 0-7' Topsoil 7"-18' Medium Sand 18'-5.5' Till DT Ledge: NO nr Wat- Nip DT Mottling: NO TP 117 depth Description Notes a8" Topsoil 8"-16" Compact Medium Sand i6"-36" Tilt OT Ledge: NO OT water. ND OT Mottling: ND TP - 150 th ' lion Notes 0-2 Litter Topsoil Y_1n" CrsAy Irvin 10%4' Till OT Ledge: NO DT Water to DT MolUing NO TP - 151 Depth • lion Notes 0-3 Topsol ilia 3 -,r x buy $iibsw°j,.w ri 12"-5 To DT Le*. NO DT Water. NO DT totting: NO TP - 151A pip Description Notes 0-5 Topsol 5--32' Sandy Subsoil 32'4.5 Tat DT Ledge: NO DT Water: to DT Wattling: 27' TP - 152 tin N 0-5 Uttar Topsol 5'-31' Bonet' Sardy Subsoil 31%47 sondy Subsoil 47'-6' To OT Ledge: fo DT Water. NO DT Wattling: 37 TP - 153 Dea tin 0 ' Oon Notes 0-37 Topsoil itter 3%14" Very Carlpoct Red Coarse Sandy Subsoil (almost till -like) 14"-20' compact Brown sandy Subsoil 20'-42' Light &am Sandy Sabsoa 4r-7 Till DT Ledge.: NO DT Water NO DT Mottling: 34' Mottling level not dear DT Roots: 40" TP - 154 ' TP - 174 Depth Description Notes I P - 237 Death 0.12 ion Litteropsoa Notes 0-16 Topsol n m n.a k: Nil. 12" 19` Compact Sandy Subsoil 16'-24' Flne Sandy Loom a i9^ fl sS dy Ill m��1q In 19"-5' Till 24"-5' Till 19"-2h. Iiml'nclilkyF.M 0."1 28'•'18' 'till DT Ledge: NO DT Ledge: ND DT Water. NO OT Water. ND DT L dlte: ND DT Mottling: NO OT Mottling; ND g rrrwak. NO DT Motlhtg 21: OT Roots: U. D'I' Roots: 22' TP - 155 1P - 175 Depth DwIlDton Notes tin 0.5 ton Topsoiltta Notes 0-5 � z38 I a nn=nc n Ni" 5'-it' Sandy Subsoil 5'-11" Sandy Loom o r Tops.un)k 13m samy to a 11%22" Compact Coale sand it'-26' Till 91-20' Roddi.•hMod-Coo,sc smdw/Gni 22"-4' Tll 7n'-72• Tdl DT Ledge: ND DT Ledge: NO DT Water. ND DT fadgc: N13 DT Warr. ND DT Water. NO DT Mottling: ND DI Moalmg NO DT Mot0q: 18' DT Rnelu: 15' TP-17s TP - 156 Depth Desapfon Notes TP - 239 Depth Des ' t Noss Death - ton Notes 0-9 TOpsoa 0-11• Top%.Wk13.SandyIzam 0.8 Topsoil/Litter 9"-3' Till I1^-30" R.M.,b Mad S.dw/Gravel $'-16• Sandy Subsoil 30'-77' Till 16"-4' Tit DT Ledge: ND DLL,edge: NO DT Ledge: NoDT Water. NO DT Water 501 (S ep o.) OT Water. ND DT Mottling: NO DT Molding,21r OT Mottling: NO ntRom: NJ) TP - 157 TP-177 D_pe th Description Notes TP- 240 nmm nserip0nn Dooth O tiOn Notes O-9 Topsoil 0.T TopsollUk Ism Sally Loam 0-4 Litter Topsoa 9"-38' Till 7" 19, [Anmne Silty S.M 4%14_ Sandy Subsoil 191•2r Mai Sandw/Gra 1 14'-S To DT Ledge: NO 29- n Till DT Wal- Jun DT Ledge: NO DT Motling: ND urwam nD DT Water. ND DT Mottling: NO DT Mottling: ND DT Ro«s: 20' TP - 158 tin 'flan Notes TP - 220 DO, 1) inum TP - 241 Nil. Depth Deli' i.n Noes 0-4 Topsoil itter A"445" Rcd/Om,�t Med-Fmc Sand wnDuvd D I r Lt B. m)k Ilan Sally loam t0'-3r Lt um FM 4"-147 Compact Course Sand 45•-53" Uk B. t c Sw* l.o®0" S-dilly w/ Mal Su J w/G a cl 14%22' Very Compact Sond (OMtost tan -like) 53- 6T U Bm Fig Sally Smnd 32^-&S iwman in 22"-34" Brown sandy Loam (possibly prig. Topsoil) 67•-7.5' Ors c:omseSand &canal 34%48' Silty Loan DT I,eAg.: NO 48'-V Coorse Sand DT NO DT Water. (savage) DC War¢ NO NO ❑T M.mliry Ml DT Ledge. NO DT od� tr DT Roos: NO DT Water. ND DT Wattling: rg 22' & 48' Note: Distinctly motilmg 12".6r 17 - 242 n m nos ' Se. Non DT Roots: 3r TtpwlRCoenp Sandy Coon TP- 221 12 -2 Sand w/Grvl N.ax To - 159 th Dos Ion Do Notes P Dame o.11^ T.pwiwk Rm S.My I- 24:.*Ir TiI1��Cmnp.<t 0 1 Witnessed and logged by Bob Deplia only 12"-2r OrFAm Loose Mal Sand )0"-44' RcdM.C-patMod-Fine Sand /Goad DT NO 1'-5' CompoFt Sally Subsol 44' 49" D'k Fin. Say limn W.tg . nT Wai�a: 44" (Seepage) 5•-20" rillnd _i Bin Firi. Silly Sand dotal DT Molder; NU OT R.«s: NO 59' 69" Dra CwFac SandLt oT Ledge: M TP-243 DT Water. NO Orl,edge-. NO Ocpili Dcs i Nora OT Mottling: 9' nT'Wii= NO D-3" Topsoiladw DT Mulai.g Ili 3%W Lt H. Fine Silty Saari _ i6D DT R,"nts: I2" 36'.78" Till th 0.5 Descinotion Notes Note: heavy mo.log44'-58" DI l[Q;e: ND Topsoil/Litter 5"-33' Compact Medium Sand .1,- 1222 DT Water NO OT Moulins: 23' (11nvy md0u g toy 27 l 33, 6 Wedal r Sand Dorm rk c rptim Ndoa DT R.W: 3G' 0-Ir Topsoitn'tkx DT Ledge: No 12.'-71' RcdTin-lac TP- 244 OT Wale.: ND 22"-3r Bm Fine Sandy Loon(I57) D m D. d Niles DT MotOing: 22' 30,-39' IABm Fine S Ly Send 0 11' TopwMA 11. Sandy ream 1916 Coarse Gmvdly Tin 11"41" Lt llm Fine Silty Sand 1P - 161 417r Tim CA ' till Notes DTI,edge, NO 0-31 Topsoilfitter Topogrophicol low spot DT Water. NO DT Ts NO car Y-20' Coarse Sall Mottling 0 28' faint orange in reddish sand D I' Motllmg: 8" DT NO 20"-5 CompactMedium Sand vg gray aid distinct Mottling 053' DTRo«s Ir D'r Mottling: 28• (ilcavy moNeg lx"-3J'l DT roots: 3rDT ledge: NO TP113 Deem r-'-ption DT Water. ND 0 t^ Topsoil/l.itln TP - 245 DT Matting: 28'&53' S"-Sid Reddish CompactGlawilyNied:Smd n.pm D.'emtion N«cs 56'-6.9 limey Compad 1➢1 0-Ir ToµoiWkfirm S.My Icon TP-162 12"-28" BmAtod Fmc Sihy Sand UT I edgr. No 7x"-7A^ Till 0 5 Topsoil Itta DT Woe=: NO 5"-7 Boney Compoct Medium Sond nI*R..M � ND 51 Ul'Roola: 54" DT W.Ier. DT Wakr. ND DT Ledge: ND 01 htotdaX 22' 30' OT Woter. to IT. 2z4 Term n u=inuai DT Room N� DT Mottling: 21- & 39" Both mottling layers distinct 0 3^ Topwil/Lfua Tr - 246 3"•21" ink Red/lim noose TlR Depm D acrmtion Nan+ TP - 163 7.1" 41" Gnvclly Mod Sall 0-15' 1opsoiWk Bm Sandy Loam Depth ion Notes 41'-5-T Compact FrteoMod Sand w/Gmed 15"-3r LtBm Pinc-NU Silly Sind 0 3' Topsoil/Litter 30-7,'' Titl r-lr Brown Sandy Loom 1)7'Irdge NO 12,-24" BO ey Compact Coale Sand 17T Wakr. ND DT mmthov 21, DT l,edgo: NI) Dr Water NU 24'-6' TA DT Roots: 39" DT Mopping. NO DT It o 24^ OT L*rl: ND N.J.: Molding bands(a`y 21"-23"&41.46" OT Water. ND TP - 247 DT Mottling: 19' lr-2zs nmm D« ipti.o N«. Dcpm Niles 0 18" Tuysuil/Dk llm Sandy I- TP _ 16a O.i" TonwilMT. I8"-32" la Brd(h7t k(cd Sold w/(iravd (Maybe loose l>1n tin Description Notes 5^-73" Dric RedJBm Loose Till 37.' till 0 2 TopsailTopsoil/Litterz3" x)" 0r 11yMedsa 1 Dr 1 edRe NO r-57' lair Loam 50" or Tie 6W-75" lluvrly Molded Fine Silly Sand&tinsel DT Wetr. ND 57-6.5' Reddish Medium $oil 75^-7.5' C-pad Fmc Silty Sand DT Moltbpg NJ) I) I Roots: 38' Of Ledge: NO DT Iaga NO DT Water: NO DT watt. NO TP - 248 Depth D-'enpliun Notes DT Waiting: 6' & throughout DT Mouloi; 73• 0.24^ T.I,.d4)k Bm S.My foam DT Roocc 40' F'inc S ty Sand TP - 165 •Ili - 716 41"-7)." 7 iBm Death D ' tion Notes Uc-th nea liNosson 06 Topsoil/Litter 0-Ir 1'opsoiWk lam sandy loam DT NO 6%23' Coarse Sand 12' 4r C,mpad Rai Mod Sand & 6r 1(Tire) Water. UT Water ND 25%45' Compact Medium $arid 47"-54^ Ilwvily Mottled Mul-Fmesdly'Saod D"I Mottrmg 3r 43•_6' Tail 54" 6.5' Gp/Ilm Loose Mod -Fine Sand DT Roxft NO Ledge: NO nT Lcag.: NO DT Warr 47' (S Tog-) IV- 249 D m D. G Nome OT DT Water ND nT hioubw 15" a. IT Tupw.M)k llm S>My Imo DT M(ottlhg: 2Y & 43' Both mottling layers distinct DI' Roctl: NO 17-34Finn sill ySand w/Gm Fi 7-3 Tillm TP - 166 T7. W tin OC-Crilition0 nrnm Da' a Pip N-DT L dga NO 0- Topsoil 0.9" TopsoiVDk rim Sandy roam DT Wain: NO 7-2," Sandy loom 9"-18" Compact Rod Mod Sand&Gr cl(11117) DTMotthor; 29' 21'4 Till IA"6 Till DT Roots: NO DT Ledge: NO DT Udge, ND nT W.6m.. NO 17. 250 1)mm u.am..n N- DT Water. NO D7' Mtuottling: ND o-I5" Topwil/nk R. S.My I.wm DT MottIN: 18" DT RW NO 15"•36" IA Bm Fine Salty Soar 36".6 'lilt TP - 167 Depth Oescriplion Notes TP - 27x Dmm Description Neu DT i.cdgc NO 0 8 Topsoil 0.15' 1'apsotl/llk Bm Sa.dy loam DT Warta: ND a*_le Coarse Said (Possibly Fig) 15'-7.1" U Bm Fin. Silly Sted w/Grewd DF Molllinp; 24" D1 Roots: NO mr-20' Original Topsoil (?) 21"-7r Till 20'-41' Silty Loam Dl' l edg.: NO TP - 251 41`4 Tit DT W.lr. NO Sigh r)"'Mtion N«es n•r M.ttIm; NO air T'opw1,0k H. Sandy loam DTLedge: ND DTR.oti 16• 12"-21, IABr./OgMcd-FimSillySmd OT Water. ND 71^lip' Till DT Mottling: 22' 'Ili - 229 no m r)esa pG Notes U I lix4 c Nn TP 168 O I R' Trpa sillDk llm Sandy Loon UT Wakx NO - D�,ih Oescrilption Notes I8^-22" Fine Silly Sandw/Gravel 22-^ 'i511 )T Mottling NO DT Rods: 48' �13 Topsoil 13'-20' Sandy Loan DT Ledge: NO TP - as2 20'-2T Coarse Sand i)T Wa1er ND noon rlea.'Pbo. Nil. 29•_7 Till 1>T Mohimg: NO 0-I0, TopsoiWk It. Sandy I.- 1) I'Hods: 20" 10"-M, LA B. Fine Silty Sand DT Ledge: NO 201-u Till OT Water. NO tl - 230 17n d' �1a Nor DT NO 0T Mottling: ND o-fir TopsoilA)k Bm sonar roan 'rq DT wart: NO WatLeoer I0,16" Reddish Mod Sandsv/God nT mmlling NO TP - 169 16^-79" Till DT Roots: IT Depth Desaiptbn Notes 0.14 Topsoil DT lodge NO TP-253 le-2e Compact Sandy Loom OT Wakr. NO Depth Des pG Noo, 2T-40' Silly Loom Ul' Mot ling NO 0-15" T pariWk film S.My Iaaan 40"-7 Till DT Roots: 16" 15"-31" IA Bm Silty Fme Sall 31"6 fill DT Ledge: NO TP - 231 Depm Dena pum N«. DT Lcdgr NO 0T Willa ND 0-B^ T.psp l llk Bm Saaty loam DT W>ts NO DT Mottling 29 R^I7.r Rcddkh Finc-Mod Silty S"M OT klonhvg I6" 29'-4r 13=y Comic Sad DT R.W: 25^ TP - 170 40'6 1111 Depth Description Notes TF 0.12r Topsoil nTI<dgc NO DepthDc 'Po Ndcs 12'-2r Reddsh Cocirse Sind (Possibly Fri) nT W.rr ND all" Topwd/Dk B. Sandy loam ,�, ,-27•, Original Topsoil (?) UT M.tdmx 24' zr 11'-I B' limply, Mod S-dw/Gm 1 1A 6 TB 27 -42" Silly Loan Dr Rom: 42 =52' Coarse Sand TP - 73z DT I *d . ND 52"-8' Till I�h im 1)csmp8m N.ms nr wale.: NO OT Ledge: ND Teddi b' Bm w _ 13^-18' Rcd�.sh FinoMcd sands w/Grvl UT MoItImR; NO DT Rn m 2A' DT Water: NO I8"-35^ Fine SiltySnM Tr - 735 DT MotUndx 35' 3.5`0 Till Dq+m Ilcsaiptim Nctc-s TP 171 nT1<d8c: ND 0-Ir T psoiWk13.SandyL.- - Notestion nl' water: ND 12"-)R' U rim Silly Fir &.A Till 0 1 Topsoil DI' Molding: 25" 28•-& 17'-44' Silly loan OT R..u: 25' DT U4&o, NO 44'-7 Till DTWata NO TP-233 _ __ DT Moulin)_: NO DT Ledge: NO prim- - irr. 010' IrWsolink llm S.My Loan DT Roots: 2l" OT Water. ND 10--I3• B. Fo. SsMy team 1r ' DT Mottling: 27- 13••24' F'inesiltysvid n.•nel Desamti Noes 24•-7R' Till 0.9" TopsuiU1)k B. Sandy I.- DT ND 9^-7A" IA B. Silly Foe. Sind 'All TP - 172I.d D tin D lion Notes pr welrt NO Wail= 24".6 0.1 Topsoil U1'Moutiryt: 20' DT ledge NO 17-36" Silty Loam DT R..e: IR DTwarn ND 36 =5.5 !ail tLeee Compact Than usuou 77 234 DT M.IU.%. 21' Dr Rom: 19, No.*. n m Ucseripbon o. DT Lodge NO 0-13' T "'I'Ok J." SsMylemn TP • 257 DT Water. NO 131-21" Rc4dish Finc.Mcd Silty Sir81 C-P et, B«xy th N, DT Mottling 3T 22'r,' Tin pQ 1A)k urn Loan, o--13, T opw, ss,viay DTI,edge: NO 13^.2T 1 A Ism Silly I'm Sand TP - 173 OT Water. NO 27" 35" Compact Rish M eddod Silty SaM Depth Description Notes Drntulu;y NO 351-V Tilt 0-73r 13'-30' Topsoil Silly Loan Dr Rom: 20 D,'rWdg�: NO 6, at Tv 2.15 Not. " DT Motdirg: NI) DT Lodge: NO nepm D.eristion nil• TspwnA)k Bin Sealy Wun DT Roods: 26• DT Water. NO NO 11•.23" LlD.K>rgFineSiky&srdw/GM 'rill TP - zss DT Water. 23"-72' Ihpm Il.mptim Notes TP - 173A DT Ledge: NO DT Wakr. ND 0-I3' Tynwnrt)k IMrr Sardy loam 13'-3r Silly Mod Sa°d Death DroriDlim Notes UT Moulin: NO 32' 6.S Till 0 Topsoil 01'RoW: 36^ 7'-20' Silty Loam o W.b r NO 2V-5, Till TP. 236 nmm naaiorlun Nil. DT Molting: NO '0•I2" 7'ppsoilNk 13m Sandy Learn D I Rods: 3r DT Ledge: ND 12'47' Bm Sally loam DT Water NO ITJy" IABmK)rg Fine Silly Sandw/Grvl DT Mottling: ND I.-,. Tin DT I,edge: NO OT Watts NO Dl' Muubrg: 22" U1'Room 2r 860.291.8755 GRAPHIC SCALE ®em�ss ■ ao 0 20 40 e s i n IN ,>m, rofesslonals, inc, 1 inch = 40 ft. !� Civil Engineers • Planners • Surveyors • CiS 165 south satellite road south windsor • connecticut 06074 TP 300 ihDescr�' lion p9pdMier topsoil Notes e-17' Sandy Silt Subsoil 17"-30' Medium -Coarse Sand 30"-6' Loose Till DT Ledge. ND DT Water: NO DT Mottling: NO TP 301 D th Descr' tan Notes 0 18 Topsoil oom 18"-32" Sandy Silt Subsoil 32"-6.5 Medium -Coarse Sand DT Ledge: ND DT Water: ND DT Mottling: 26' TP - 302 Desantion Notes OF O TOP sol 5'-10' Medium Sand (FII?) 10' 17' Topsoi/Loom (Orig TS?) 17"-28" Sandy Silt Subsoil 28=6' Medium -Coarse Sand OT Ledge. ND OT Water: ND OT Mottling: 23' TP - 303 D th Descr' tion Notes 02 Litter/Topsoil 2-6' Loose Till/Compact Barley Sand DT Ledge: NO DT Water: ND DT Mottling: NO TP - 305 Depth Description Notes 0-5 Topsoil fitter 51-3.5' Moderately Compact Till DT Ledge: ND DT Water: NO DT Mottling: NO TP - 306 Depth Descri Lion Notes 0-4 Litter/lopsoii 4"-15' Compact Medium Sand (Fill?) 15"-22' Silty Loom w/ Sand (Orig TS?) 22'-31" Sandy Silt Subsal 31"-4.5' Tit DT ledge: ND DT Water: ND DT Mottling: ND DETAIL SWEET 3 DESIGN. GBS�BE RAW W. GB513E CHECKED: GBS ✓oB No.: 1430 DAM 12-1t7-01 DRAWING NO.: iogbs 11430 "IDETA/LS3. dwg SEPTIC SYSTEM DESIGN: Lot 1 Lot 10 No. of Bedrooms Proposed: 4 No. of Bedrooms Proposed: 4 Perc. Test Hole Number. P-3 Perc. Test Hole Number. P 15 Percolation Rate (Min/Inch): 1-10 HF = 54 Percolation Rote (Mn/Inch): 1-10 Restrictive Depth (inches): 22 FF = 2.0 Restrictive Depth (Inches): 18 Slope N: 3.3 slope (%): 25 PF = 1.2 M.LS.S. (it.) = 130 Galleys Reqd = 17 M.LS.S. (ft.) = 11s SF Effective Area Reqd (SF) = 660 SF Effective Area Req d (SF) _ Effective Leaching Area (SF/LF) = Effective Leoching Area (SFALF) = 5.9 linear Feet of Galleys Reqd = Linear Feet of Galleys Reqd = 112 Galleys Req'd = 14 Lot 2 No. of Bedrooms Proposed: 3 Perc. Test Hole Number. P-23 Percolation Rate (Min/Inch): 1-10 Restrictive Depth (Inches): 23 Slope (%): 1.0 M.LS.S. (ft.) = 101 SF Effective Area Regd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = Lot 3 No. of Bedrooms Proposed: 4 Perc. Test Hole Number: P-21 Percolation Rate (Min/Inch): 1-10 Restrictive Depth (Inches): 27 Slope 2.3 M.LS.S. (ft.) = 101 SF Effective Area Reqd (SF) _ Effective Leaching Area (SF/U) _ Linea Feet of Galleys Reqd = Lot 4 No. of Bedrooms Proposed: 3 Perc. Test Hole Number: P 11 Percolation Rate (Mn/inch): 1D-20 Restrictive Depth (Inches): 18 Slope (X): 4.4 95 SF Effective Area Reqd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Req'd = Lot 5 No. of Bedrooms Proposed: 4 Pere. Test Hole Number. P-12 Percolation Rate (Min/Inch): 1-10 Restrictive Depth (Inches): 23 -1 Slope tit: 0.3 M.LS.S. (ft.) = 67 SF Effective Area Req'd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Req'd = Lot 6 No. of Bedrooms Proposed: 4 Perc. Test Hole Number. P-18 Percolation Rate (Min/Inch): 1-10 Restrictive Depth (Inches): 22 Slope (X): 4.9 M.L.S.S. (ft.) = 101 SF Effective Area Reqd (SF) Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = Lot 7 No. of Bedrooms Proposed: 4 Pero. Test Hole Number: P-17 Percolation Rote (Min/Inch): 1-10 Restrictive Depth (Inches): 19 Slope (X): 8.5 M.L.S.S. (ft.) = 72 SF Effective Area Regd (SF) _ Effective Leaching Area (SFALF) _ Linea Feet of Galleys Reqd = Lot 8 No. of Bedrooms Proposed: 4 Pero. Test Hole Number. P-20 Percolation Rote (Min/Inch): 1-10 Restrictive Depth (Inches): 27 Slope (X): 15.0 M.L.S.S. (ft.) = 58 SF Effective Area Regd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = Lot 9 No. of Bedrooms Proposed: 4 Perc. Test Hole Number. P-16 Percolation Rate (Mn/Inch): i-10 Restrictive Depth (Inches): 24 Slope (%): 8.0 58 SF Effective Area Req'd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = HF = 56 FF = 1.5 PF = 1.2 Galleys Reqd = 13 495 5.9 84 Galleys Reqd = 7 HF = 42 FF = 2.0 PF = 1.2 Galleys Reqd = 13 660 5.9 112 HF = 42 FF = 1.5 PF = 1.5 Galleys Req'd = 12 675 5.9 115 Galleys Reqd = 15 HF = 28 FF = 2.0 PF = 1.4 Galleys Req'd = 9 660 5.9 112 Galleys Read = 14 HF - 42 FF = 2.0 PF = 1.2 Galleys Reqd = 13 660 5.9 112 Galleys Req'd = 14 HF = 30 FF = 2.0 PF = 1.2 Galleys Reqd = 9 660 5.9 112 Galleys Req'd = 14 HF = 24 FF = 2.0 PF = 1.2 Galleys Reqd = 8 660 5.9 112 Galleys Req'd = 14 HF = 28 FF = 20 11, = I.L Galleys Req'd = 9 660 5.9 112 Galleys Req'd = 14 Lot No. of Bedrooms Proposed: 4 Pere. Test Hole Number: P-13 Percolation Rate (Min/inch): 1-10 Restrictive Depth (inches): 24 Slope (X): 2.8 M.LS.S. (ft.) = 116 SF Effective Area Reqd (SF) _ Effective Leaching Areo (SF/LF) = 1 inear Feet of (Cnllev; Redd = HF = 48 IT = 2.0 PF = 1.2 Galleys Reqd 15 Lot 12 No. of Bedrooms Proposed: 4 Pere. Test Hole Number: P 14 Percolation Rote (Min/Inch): 1-10 Restrictive Depth (inches): 24 Slope (X): 2.8 M.L.S.S. (ft.) = 116 SF Effective Areo Re# (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = 660 5.9 112 Galleys Regd = 14 Lot 13 No. of Bedrooms Proposed: 4 Pere. Test Hole Number. P-10 Percolation Rate (Min/Inch): 10-20 Restrictive Depth (Inches): 20 Slope (7): 4.0 M.L.S.S. (fL) = 14-4 SF Effective Area Req'd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = Lot 14 No. of Bedrooms Proposed: 4 Pere. Test Hole Number. P-6 Percolation Rate (Min/Inch): 1-10 P-WA; P-th (mall-), 21 Slope (2): 2.5 M.LS.S. (it.) = 130 SF Effective Area Regd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Goners Reqd = Lot 15 No. of Bedrooms Proposed: 4 Pero. Test Hole Number. P-5 Percolation Rate (Min/Inch): 1-10 Restrictive Depth (Inches): 20 Slope (X): 4.2 M.LS.S. (ft.) = 101 SF Effective Area Req'd (SF) _ Effective Leaching Area (SF/LF) Linear Feet of Galleys Req'd = Lot 16 No. of Bedrooms Proposed: 4 Pero. Test Hole Number: P-2 Percolation Rate (Min/inch): 1-10 Restrictive Depth (Inches): 25 Slope (7.): 3.0 M.LS.S. (ft.) = 116 SF Effective Area Req'd (SF) _ Effective Leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = Lot 17 No. of tiearooms rroposea 9 Pere. Test Hole Number. P-1 Percolation Rote (Min/Inch): 1-10 Restrictive Depth (inches): 25 Slope (X): 1.8 M.L.S.S. (ft.) = 135 SF Effective Area Reqd (SF) _ Effective leaching Area (SF/LF) _ Linear Feet of Galleys Reqd = DEEP PERC TEST DATA (INTO TILL LAYER) Pere. Test Hole Number. P-IA P-2A P-3A P-4A P-5A Perc. Rote (MinAlnch): 1-10 1-10 20-30 1-10 20-30 VINTAG.GE' HILLS Sou tin Wim6crip co>nL erz icu t HF = 48 FF = 2.0 PF = 1.2 Galleys Reqd = 15 660 5.9 112 Galleys Reqd = 14 HF = 48 FF = 2.0 PF = 1.2 Galleys Regd = 15 660 5.9 112 Galleys Reqd = 14 HF = 48 FF = 2.0 PF = 1.5 Galleys Req'd = 18 900 5.9 152 Galleys Reqd = 19 HF >= 54 FF = ? 0 PF = 1.2 Galleys Reqd = 17 660 5.9 112 Galleys Reqd = 14 HF = 42 FF = 2.0 PF = 1.2 Galleys Re$d = 13 660 5.9 112 Galleys Redd = 14 HF = 48 FF = 2.0 PF = 1.2 Galleys Regd = 15 660 5.9 112 Galleys Reqd = 14 HF = 56 FF = 2.0 PF = 1.2 Galleys Req'd = 17 660 5.9 112 Galleys Reqd = 14 N/F THERESA GEDRIM PROPOSED 15' WIDE HEDGEROW EASEMENT PROPOSED 15' WIDE .HEDGEROW EASEMENT + 20 S.Y. con —77 20' S. '- Y.vNo 20' S.Y.-�50 R—.Y. II 50' R.Y. 50RY I ' I Lot#17 40,266 S.F. { { #11 Lot `Sp. I 4 �n� 0.92 Ac. { {{ i I Lot #10 � 13 00 { 45,817 S.F. �7� o r { i 1.05 Ac. 1 Vcl� ,674 S.F. { 1.32 Ac. I 4 1 � i R43• 2-- FP 20 S.Y. — ___- { 1 1 _ N ` Lot #15 1 AS - J ` 20' S.Y. 77,387 S.F. -I C^ PT a o Lot #13 I Lot #14 I f 4 to ---c, 2 I I f � 20 S.Y. 12 00 63,091 S.F. 63 964 S.F. o. Lot #9 I < 1.44 Ac. 1 1.46 Ac. 1 �>--- Lot #16 Lot #12 40,900 S.F. S.F. N _N /F \� `\ 62,865 1.44 Ac �. \ \ 41, na A o {i { ` I `�l ij �0 0.93 Ac. RO OXA J. MONGEON `-►- i , Y. - z • 1 \ a I I I 50 5 F.Y. . a 0 50 F.Y. LrO F'Y'- l— T:- 1 w t 3 kS— AF 'I N 0 0o AS ____- � — ^-•� �� yINTAGE LANE 8 VINTAGE LANE ------- ` FP OP PROP. STOP SIGN QP PBAR B. PP r.5 ; --fir F, i O' F.Y. F Y. o PIP I FP 5(' F.Y. I 1 N50' F.Y. � I 0 DIRT DR1VE „ 50' F.Y. CTI0 1+00 +`, { Lot #4 s jtl 1 I I { ELot #1 41,078 S.F. I t Lot #3 I I 1 0 40,115 S.F. � oAS 0.94 Ac. 41,360 S.F. I , �„ 0.92 Ac. 1 0.94 Ac. cn N -< Lot # I 7 1 o Lot #2 I I I I 41 60S.F.N 46 120 S.F. �cn ,3 S 0 20' S.Y. 0.94 Ac. --- I ` 1.05 Ac. cn \ � N o 9 I 50' c PA Y. -- _-____ ----' z 2 00 4 l `20 00 CONSERVAT ION EASEMENT IN FAVOR I \ L 2-2- —SY • — s `� � VP OF THE TOWN OF SOUTH WINDSOR - _ _1 -'o' S.Y. SV - \ - _ _ - o I20 S Y. ---- —7 \ - °��'� N/F � � [< VP 00 � � I ROXANNE M. do ROBERT. J. MONGEON I 1 I \ t 13 W COURSE I D � I o I 1 1 Lot #8 240,559 S.F. / 5.52 Ac. tl 1 1 / Qr- / O / / L._._ 20' S.Y. N/F JOHN D. DZEN JR. JENNIFER M. DZEN vex 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Ncn INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 06-26-02 ADDRESS TOWN COMMENTS 4-25-02 ADD 20% OPEN SPACE DATE DESCRIPTION IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINFFR/SURVEYOR. NO. ' o 2 14 � 1 FOUNDATION, BARN AND FARM LANES TO BE REMOVED, REGRADED TO BLEND WITH GR/NDES, TVPSOILEU AIVU USUNKk)UNUING I SEEDED WITH LAWN SEED. *NOTE: UNDERPLANT MS WITH 200 DAFFODILES (EACH SIDE). PERENNIALS (SEE LIST SHEET L-2) IJ i I 1 PROP. STOP SIGN & STOP BAR SNET#1169 1 � i ALL STREET TREES ARE TO BE PLANTED WITHIN THE STREET TREE EASEMENT PER TOWN OF SOUTH WINDSOR SUBDIVISION / � I REGULATIONS. EXIST. SHED 1 SNET#1170 'SEED XGLANDIZ SLOPOF BAS WITH S "NEWSION ONTROL MIX" BY NEW NGLAN TLAN PANTS, IN AMHE MA. N/F JOHN D. DZENJR. SNET#1171 / JENNIF'ER M. DZEN \ — COMPILATION PREPARED FOR: SHEET 80 GRAPHIC SCALE 120 O�'1Sit@, LLc [��]L99� E PLL AN4 A C(jUES CONSTR UCTION, LLC 60 Landscape Architecture J %C L I 122E Main Street DESIGN.• RA DRAWN.• MHA CHECKED: RPM IBARBIE � HULL ROAD SEE { IN �� MHA 1 inch = 60 ft Collin(860)aville, CT 693-6765 6019 L 2 �oB No.: 14JO DA TE 11-26— 01 �J ff�� BY DRAWING NO.: 14.30 1430—LAND SOUTH WUNDSO 9 CONNE�C'ICIICUT IN Lot #6 41,180 S.F. 0.94 Ac. 1 20' S.Y. _ 30 a / Lot #5 �. 43,903 S.F. � o 1.00 Ac. I . / 1 - FP/ { _ �P OF SLOPE - — / SPACE 33 S.F. AP FXTCTTNtfY j / POND