Loading...
HomeMy WebLinkAbout06-32P_KD NUTMEG PROPERTIES, LLC SITE PLAN_NUTMEG ROADPROPERTIES, SITE PLAN sou DD srr--� I rN F-1 R1--1UjAD e -- - W-J%--i ��R C �,u� LN 00 CC UU #_1 -1 60-21-29 preparea b7o limemisign civil engineers • planners surveyors landscape architects • gis gps 425 Sullivan Avenue South Windsor, CT 06074 860.291.8755 Fax 860.291.8757 www.designprofessionalsinc.com I NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC., SEPTEMBER 26, 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFO TION. IT IS NOT TO BE CONSTRUED AS HAVING BEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS E C TO SUCH CHANGE AS AN ACC RATE FIELD SURVE MAY DISCLOSE. T, E BEST OF MY KNOW1 PEI IEF THIS AP IS STANTIALLY CORRECT AS NOTED HEREON. M OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KD NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 I/FY NAAP 1 11=100, v 0. 510 1-1 - 0 z, N/F PROPERTY OWNERS WITHIN 500' MAP LOT NAME MAILING ADDRESS 46 17-4 ROLLING FRITO-LAY SALES LP 7701 LEGACY DR, MD 4A-237 PLANO, TX 750244099 47 1-5 BODYCOTE HOOVEN INC 5001 LBJ FWY SUITE 800 DALLAS, TX 752446120 47 2-6 CONN AVENUE ASSOCIATES LLC 100 CORPORATE DRIVE WINDSOR, CT 06015 47 127-8 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 47 128-9 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 59 3 MAY DEPARTMENT STORES 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 9-31OAl OSPREY ASSOCIATES PO BOX 300 MANCHESTER CT 06040 60 9-310C10 FOGERTY, TIMOTHY 310 C-10 NUTMEG ROAD 60 9-25OA-1NUTMEG ROAD SOUTH ASSOCIATES LLC PO BOX 8383 MANCHESTER, CT 06040 60 9-250J-N 4S, LLC C/O PETER SCHMIDT 34 BRIAN DRIVE BOLTON, CT 06043 60 10 HALE REALTY LLC PO BOX 3 00 MANCHESTER, CT 06040 60 17-24 NUTMEG ACQUISITION CORPORATION 611 OLIVE ST ST LOUIS, MO 63101 60 18-23 MAY DEPARTMENT STORES CO 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 19-25 SWDC INVESTMENT CO 611 OLIVE STREET ST LOUIS, MO 63101 60 20-26 MAY DEPARTMENT STORES 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 21-29 MAY DEPARTMENT STORES CO 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 30-4 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 60 31-5 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 60 32-6 NUTMEG ROAD SOUTH LLC 22 CHAPEL ROAD 60 33-7 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 2 3 4 5 LP 1 Zoning Data Block ZONE: I (Industrial Zone) ITEM REQUIRED/ALLOWED PROVIDED Minimum Lot Area 20,000 SQ. FT. 59,914t SQ. FT. Minimum Lot Width 100 FT. 285t FT. Minimum Lot Depth 150 FT. 396f FT. Front Yard 35 FT. 41.7f FT Side Yard 10 FT. 14.9t FT. Rear Yard 25 FT. *N/A Lot Coverage 50% max. 14.0% Impervious Coverage 65% max 40.6% Parking* 17 24 Parking: Warehouse (6,000 SF)= lsp./ 1,250 SF + 1/employee= 4.8 +1= 6 sp. Office (2,400 SF)= 4.5 sp./ 1,000 SF GFA= 10.8 sp.= 11 sp. * Variance granted to allow 10' side yard in place of 25' rear yard. Approval dated: 5/04/06. SHEET INDEX COVER SHEET/KEY MAP i nr-ATinw KAAP/7nmim , nATA RL(�C`_V BOUNDARY SURVEY PLOT PLAN TOPOGRAPHIC PLAN LANDSCAPE PLAN/ EROSION & SEDIMENTATION nFTAILS LIGHTING PLAN CONTROL PLAN LAWRENCE R. GEISSLER, JR., L.S. LR— NV. M IAft DATE: JUNE 19, 2006 SHEET 1 G: \JOBS\2277\2277-1COV MON FOUND LEGEND ® EXISTING IRON PIN EDGE OF WATER LIMITS OF 40' REGULATED UPLAND REVIEW AREA ® e LIMIT OF REGULATED WETLANDS r-y-Y•1 EXISTING TREE LINE NOTES: I. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 1nnvvGH 2V-3VV17-2V OF T/rE Kt(iULA1i01VS OF C;UN EC11CVT AGENC/ES — `"STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIA TION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. IT /S A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY (MAP REF. 1) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. THE PURPOSE OF THE MAP /S TO DELINEATE THE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY OF THE SUBJECT PARCEL. 2. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. J. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR /NFORMA 77ONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. A STONEWALLS, FENCES, AND WA TERCOURSES MA Y DE VIA TE SLIGHTL Y FROM PRINCIPLE COURSES SHOWN. 5. BEARINGS AS DEPICTED ARE BASED ON NAD 83. 6. SUBJECT PROPERTY IS ALSO PRESENTL Y DEFINED AS PARCEL 33-7 ON SOUTH WNDSOR TAX ASSESSOR MAP 60. 7. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 8. ALL MONUMENTA T/ON FOUND OR CONTRACTED TO BE SET /S AS D£P/CTED. 9. WETLANDS WERE TAKEN FROM THE RE —SUBDIVISION MAP BY MESSIER & ASSOCIATES MAP REFERENCES: I. RE— SUBDIVISION PLAN CONSTITUTION LANDING PREPARED FOR HALE REALTY, LLC NUTMEG ROAD SOUTH, CONNECTICUT A VENUE AND TALBOT LANE SOUTH WINDSOR, CONNECTICUT SCALE- 1`-- 100 FT. DA TS- 08/99 REV TO 2128101 BY MESSIER & ASSOCIA TES, INC. 2. PROPOSED SANITARY SEWER INSTALLA77ON PREPARED FOR HALE REALTY, LLC NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNECT/CUT SCALE.- 1 "--40 FT. DATE- 12/00 BY MESSIER & ASSOCIA TES, INC. J. TOPOGRAPHIC PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNECTIC41T SCALE.- 1 INCH = 20 FT. DATE.• 1-25-01 SHEET 3A OF 5 BY DESIGN PROFESSIONALS, INC. 4. RECORD ASBUILT IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOUTH SOUTH W/NDSOR, CONNEC77CUT SCALE- 1 INCH = 20 FT DATE.• 10-30-01 BY DESIGN PROFESSIONALS, INC. EX. CL CB TF.• 76.89 IN V IN: 70. JO INV OUT.• 70.26 N%F HALE RE, EX. 36 " FE FL:66.97 w OWNER: n%iLE REAL I Y , LLI. PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KU IVU I IVIEG PROPERTIES, LLC: 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 SANITARY SEINER EASEMENT IN FA VOR 7/1 IA/AI nc' c-n//ru 1A//A//')e-nr) / u vv/ v yr a uu / n M"Ll/ UIT SEE VOLUME 1192 PAGE 241 EX. 15 " FE FL: 74.15 EX. CB TF.- 76.05 IN V IN: 73. 22 IN V OU T• 72. 89, N/F NUTMEG ROAD SOUTH ASSOC. 4S, LLC. C/O PETER SCHMID T 11 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CAVIYJ \NS,TDI i!•TIAK1 / , / / /� , VV I"- C ( TIT FEET 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/8/06 UPDATE ABUTTERS JAU �, � 12327`C1�1�=CCJi210 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LIC. No. Tel. 860.291 • 8755 Fax 860.291.8757 esign anaft civil engineers . planners • surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 F'aOO PEATY SU`�VEY DESIGN: I DRAWN.• DUG I CHECKED. • LRG JOB NO.: 2277 1DA 7E: 311JI06 DRAWING NO.: 2277-2SURV. dwo 25' STREET TREE EASEMENT C" n PREPARED FOR: PIN FOUND .K"D NUTMEG PROPER TIES; LLC C�� ��� t I '� 1 I : ; I'� �N� . •� 1!) ��� t .. I I I CONN ECTUCUT SHEET 91 111 MON FOUND NO TES.• 1. THIS SURVEY AND MAP HA VF. BEEN PREPARED /N ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 2O-300B-20 OF THE REGULATIONS OF CONNECROUT AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STA TE OF CONNEC77CUT" PREPARED AND ADOPTED BY THE CONNECT/CUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. IT IS A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY (MAP REF. 1) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY OF THE SUBJECT PARCEL. 2. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 3. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMA TIONAL PURPOSES ONL Y AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 4. STONEWALLS, FENCES, AND WA TERCOURSES MA Y DEVIA TE SLIGHTL Y FROM PRINCIPLE COURSES SHOWN. 5 BEARINGS AS DEPICTED ARE BASED ON NAD 83. 6. SUBJECT PROPERTY IS ALSO PRESENTL Y DEFINED AS PARCEL 33-7 ON SOUTH WINDSOR TAX ASSESSOR MAP 60. 7. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 8. ALL MONUMEN TA TION FOUND OR CONTRACTED TO BE SET IS AS DEPICTED. 9. WETLANDS WERE TAKEN FROM THE RE —SUBDIVISION MAP BY MESSIER &. ASSOCIATES. MAP REFERENCES - I. RE —SUBDIVISION PLAN CONST17UI70N LANDING PREPARED FOR HALE REALTY, LLC NUTMEG ROAD SOUTH, CONNEC77OUT AVENUE AND TAL80T LANE SOUTH WINDSOR, CONNECTICUT SCALE: 1 "=100 FT DA 7F• 08/.99 RFV TO ?/2R/01 RY VFSS;/FR Av A�SSnC/a TFS 1AIr 2. PROPOSED SANITARY SEWER INSTALLATION PREPARED FOR HALE REALTY, LLC NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNE077CUT SCALE- 1"--40 FT. DATE- 12100 BY MESSIER & ASSOCIA TES, INC. 3. TOPOGRAPHIC PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNEC77OUT SCALE. 1 INCH = 20 FT. DATE.• 1-25-01 SHEET 3A OF 5 BY DESIGN PROFESSIONALS, INC. 4. RECORD ASBUILT IMPROVEMENT LOCATION PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOUTH SOUTH W/NDSOR, CONNECTICUT SCALE- 1 INCH = 20 FT. DA7E• 10-30-01 BY DESIGN PROFESSIONALS, INC. LEGEND ® IRON PIN TO BE SET ® EXISTING IRON PIN EDGE OF WATER LIMITS OF 40' REGULATED UPLAND REVIEW AREA ® A ® LIMIT OF REGULATED WETLANDS D� PROPOSED DUMPSTER ON CONC. PAD 4 PROPOSED WAL--PAK LIGHTING 1 Z 135.45J. SA)W TAR Y SEWER EASEMENT IN FA VOR TOWN OF SOUTH WINDSOR SEE COL UMF. 1792 PAGE 241 3o08 8 �35.96, �� 32.6 O 0 � 23' 0 0 0 N5 2 G) / o �3 PROP. 6' STOCKADE FENCE (2:�'\,o0@ ZZ (SEE DETAIL) ✓'"- �� of vo 0 / BOXES �O' 0 r Q . r O • w I PROP. CONC. PAD N3 14.77) TO BE SET 15.0' GRANTOR GRANTEE TYPE OF EASEMENT VOL/PG HALE REALTY, LLC. SOUTH WINDSOR STREET TREE 1192/244 HALE REALTY, LLC. LOT 7 SEWER 1192/241 HALE REALTY, LLC. LOT 7 DRAINAGE & MAINTENANCE 1217/171 SURVEY NOTES• 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WJTH SEC77ONS 20-300-1 THRU 20-300b-20 /1C nici OC111 /1 A T1nA1C` nc / A/A/G ^W^l 1T [ — 9 nrA rnrrn rr yr rrlc nr_vv�n rrvrva yr li VlvlvCli NliV1 Jr/ilC AvCrvl.1CJ — STANDARDS run SUR'✓C YS AIYD MAPS %%V 7`14E STA7 OF CONNEC77CUT, PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC., SEP7PM6ER 26, 1996. ® TYPE OF SURVEY IS AN IMPROVEMENT LOCA77ON SURVEY - RECORD - AND IS INTENDED TO DEPICT 774E LOCA77ON OF IMPROVEMENTS RELA 77VE TO PROPERTY LINES. TVIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS 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. NO. I DA TE REVISIONS DESCRIPTION OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KD NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY , LAWRENCE R. GEISSLER, JR. AREA:8,400 S EXISTING FENCE-" 60 0, .PROP. VAN ACCESSIBLE H.C. PARKING SIGN �23 2 URB—STOP (TYP.) LIMIT OF BIT. 20 _�0 7 . 0 ho. WF 2-25 W -26 ROp M vNC, pq WF 2-24 IRON PIN FUND 25' STREET TREE EASEMENT 0 W I WF 717 0 WF 118 O� v .. 40' UPLAND RE VIEW A REA WF 119 HALE REALTY, LLC WF 120 59,914.8 sq. ft. 1. 38 ac. VOL. 1094 PG. 215 WF- 2.-.27 WF 2-23 �`z?.-28 3 � -29 Ocy O \ \ S �-9i,I,�'�/ry,9•-...•• �OG� J \\ �7�,5 `S� jl/ WF 2-22> ,osF'yF '00- V A/ Ir- A// / TAArr' On A n cnl I TLu A C c,nr n_ WF 2-21 IV/1 lvv 11V1i-v l�vnci .Jvv 1I� '-o'Duu. c \ 4 4S, LLC. C/O PETER SCHAVi'ID T A GRAPHIC SCALE 20 0 10 20 40 ITMOTTIM ( IN FEET 12327 1 inch = 20 ft. LIC. No. Tel. 860.291 •8755 Fax 860.291.8757 civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 PLOT FLAB DESIGN,- JAU I DRAW. • JAU I CHECKED. • KMI, JOB NO.: 2277 DA TE.• 6119106 DRAWING NO.: 2277-Jolot.dwo WF 115 PIN FOUND IN PREPARED FOR: SHEET ,t D NUTMEG PROPER TIES, LLC 3 260 NUTMEG ROAD SOUTH 6 SOUTH WnNDtyOR, COMEC 11 ICIU11 LEGEND ® IRON PIN TO BE SET ® EXISTING IRON PIN - F ---- FOUNDATION DRAIN (4" PVC S=0.57. MIN) - ETC --PROPOSED ELECTRIC/TELEPHONE/CABLE TV X _l15.0 PROPOSED SPOT GRADE 330- EXISTING CONTOUR '-- PROPOSED CONTOUR EXISTING WELL ® TEST PIT ® PERCOLATION TEST EDGE OF WATER LIMITS OF 40' REGULATED UPLAND REVIEW AREA A A LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE 1 Nf--y-1 PROPOSED TREE LINE SOILS TEST DATA TP 1-2 JANUARY 27, 2006 BY DESIGN PROFESSIONALS, INC. TP 1 0-12 BLACK TOP SOIL 12-24 REDDISH COARSE SAND 24-96 GRAYISH SAND MOTTLING 24", NO ROOTS, WATER 96", NO LEDGE TP 2 0-84 GRAY BROWN SAND THROUGHOUT MOTTLING 36", NO ROOTS, WATER 84", NO LEDGE OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 { x 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. APPLICANT: KD NIITMFG PROPFRTIF":�I I r: 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 NO. I DATE REVISIONS DESCRIPTION SA NI TARP SEWER EASEMENT IN FA VOR // / TOWN OF SOUTI-1 WINDSOR / / IRON PIN FUND SEE VOLUME 1192 PAGE 241 EX. 15 FE FL: 74.15 / 25' STREET TREE EX. C8 �� �N, 0 / / ` EASEMENT TF. 76.05 INV IN.• 73.22 INV OUT.• 72.89 � �P / / /`L( �Q • / TC•75. BCi75.25 75 0 EX CB Z. TF. 76'06- , 75•5 C C IN V 5. 5\35 TC:74.00 S 5 C:74.85 BC:73.50 / -7 EX. SM EX i Q> TF.- 7 .02 74.5 MONITORIN 5( / / ® : 61 46 WELL S 01 ' � � EX. CL CS 0 C) 3 c~ TF.• 76.89 1 2/ /NV lN: 70.30 TC. 6.25 TC:76.0 1 TC:7 .45 9" SYCAMOR ' 5.1 C:73. Fj ,� , m 4.4 .35 0 TO B SET / / 1 GJ r0_PROP. 6' Z:i I UCKAUE FENCE 404.1 (SEE DETAIL) 4. 1 CJ I 18 8 OP. VAN ACCESSIBLE - PROPOSED WF 115 H.C. PARKING SIGN 7 � EX. SUH TREELINE TF.• 76.49 INV 60.18 / ��� 1 S S 2 URB-STOP (TYP.) 776 �? / LIMIT OF BIT. CUR . / . 9 J � / � ` 4p � � WF 117 Q � / ` . . Q) p 5 20 /,C11 44 74. WF \1p Q PROP0SE6 VEdEETATIVE SWALE � o �'' • 40 UPLAND o REVIEW AREA EX. 36 " FE / � h i I : 7 6.0 0 Q { PROP. CONC. PAD ARC A: 8, 400 S EXISTING ,15. ,' ,/ IF 119 1 6o p, / 75,' i TO BE SET X, • Z I , \ / / o •� A` HALE REAL TY LLC hCy WF 120 59,914.8 sq. ft. WF 2; 52 �A^ � �R .y. IN „U i WW 2 p`,o sFE., VOL. 1094 PG. 215 EX. 36 FE 7 FL: 67.34 \ WF 2-2� C � r ` WF�24�- 23 28 � \ \ \ wF'2-28 \ \ �F y �F�SFCC- ` S �9j�,Q9jti WF 2-22\ rn A/ /c A// / TA..C-/� nn A n cn/ / 7-/J A QQ11WF 2-21 !V// /Vv/Iv/L-v IivriIJ JVL//!/ /-1JJVLam. 45, LLC. C/O PETER SCHMID T \ Wa FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEET 2. ,e Tel. 860.291 •8755 GRAPHIC SCALE Fax 860. 291.8757 TO P©GRAP, G PLAN 20 0 10 20 40 gn civil engineers •planners .surveyors DESIGN.- JAU DRAWN.• JAU CHECKED: KM i inch = 20 ft landscape architects • gis gps JOB No.: 2277 IDATE.• 6119106 425 Sullivan Avenue, South Windsor, Connecticut 06074 DRAWING NO.: 2277-4toDo.dwG V V �Q' W PIN FOUND 1 PREPARED FOR: KD NUTMEG PROPERTIES LLC 260 NUTMEG ROAD SOUTH SOUTH W UMSO 1, C®Ni CnICUT SHEET a LEGEND ® IRON PIN TO BE SET 0 EXISTING IRON PIN — F — FOUNDATION DRAIN (4" PVC S=0.5% MIN) — ETC ---PROPOSED ELECTRIC/TELEPHONE/CABLE TV X 11 S.0 PROPOSED SPOT GRADE 330— EXISTING CONTOUR --{— PROPOSED CONTOUR EXISTING WELL TP ® TEST PIT Q PERCOLATION TEST EDGE OF WATER LIMITS OF 40' UPLAND REVIEW AREA A A A LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE f Y"Y"Z PROPOSED TREE LINE OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KD NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 LANDSCAPE NOTES: 1. SEE DETAIL SHEET 6 FOR LANDSCAPE PLANTING UST. 2. SEE DETAIL SHEET 6 FOR LANDSCAPE PLANTING NOTES. 3. SEE DETAIL SHEET 6 FOR LANDSCAPE PLANTING DETAILS. 4. INTERIOR LANDSCAPE FOR PARKING REQUIRED: 581 S.F. (5%) PROPOSED: 855 S.F. n x 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 RF 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 16- OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE REVISIONS DESCRIPTION EX. CL CS TF• 76. 8.9 IN V IN: 70. 30 INV OU T.• 70.26 v J EX. SMH TF.• 76.49 IN V 60.18 W J 3- EX. 36 " FE FL:66.97 PR 1- RC RICHARD L BOSTON LICENSED LANDSCAPE ARCHITECT 77� SANI TAR Y SEWER EASEMENT IN FAVOR TOWN OF SOUTH WINDSOR SEE VOLUME 1192 PAGE 241 EX. 15 " FE FL: 74.15 EX. C8 TF.• 76.05 INV IN: 73.22 INV OU T.• 72 89 / PACE �T-YP / N/F NUTMEG ROAD SOUTH ASSOC. & 4S, LLC, C/O PETER SCHM/D T GRAPHIC SCALE 20 0 10 20 40 t IN FEET ) CO INECTICUT LICENSE NO. 568 1 inch = 20 ft. HE -3-AM 3-LM 2-PO 10 -TM 5' STREET TREE ASEMEN T O PROPOSED TREELINE 1 6 WF 117 �•-3--Vr -7 -TO f s PROPO&f!r �,.. Vi EETATIVE SWALE r 40' UPLAND REVIEW AREA HALE REAL TY, LLC 59, 914.8 sq. ft. 1. 38 cc. VOL. 1094 PG. 215 �o Tel. 860.291 • 8755 Fax 860.291.8757 esiign civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 t �GSo`SS�„ SFF tf.09N11'"tAM PLM COMM <T'L091R1 DFSIGN.• RLB DRAWN. • JAU CHECKED. RLB JOB NO.: 2277 IDA TE.• 6119106 DRAWING NO.: 2277-5LAND. dwa V Q PIN FOUND PREPARED FOR: SHEET KD NUTMEG PROPER TIES, LLC 5 / 260 NUTMEG ROAD SOUTH 1 6 SOUTH WUNDS034 lC®NM(C7TIICUT ZZ Im DO NOT HERALY PRUNE THE TREE AT POUTPIG. PRUNE ONLY CROSSOVER LIMBS CO DOMINANT LEADERS. M;D BROKEN OR DEAD BRANCHES. SOME E RUNE TWIGS AND LATERALBRANCHES SMAYOME BE PRUNED; t'ORf. ND NOT PMICVE THE TERYINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TRESSPROVA+.L OF THE 1A11DSC1PE ARCHITECT SEE STAVING DETAIL. WRAo TREE TRUNKS ONLY UPON 114E APPROVAL OF THE LANDSCAPE ARCHITECT. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NCRTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES SPHERE THE TRUNK MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED. SET TOP OF ROOT EAL FLUSH TO 1800 !AI,I (G FT.) 0!AI.1. MIN. 00 NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 !I'A �1-2 IN.} ^•4CO IAM (81 O'AM. PREFERRED BALL WITH SOIL. HIGHER IN SL07lLY ORA;llNG SO!L5. 2D0 1.+m (8 IN.) '•',':.':'III '. ', 100 MS! (4 111.) HIGH EARTH SAUCER 50 IRA t2 IN.) MULCH. DO NO PUCE ' . ' '.+r , + BEYOND EOGE OF ROOT BALL. MULCH I CONTACT v�1TH TREE TRUNK. + ,✓ ''',RELtOVE ALL TWINE, ROPE AND YfIRE, AND NARITAN THE MULCH WEED -FREE FOP, '.','.'.','•, I I " ,' REMOVE FROM TOP HALF OF ROOT BALL14 A 6!IHIMUM OF ONE YEAR AFTER r . PLANT NG. ++'• IF PLANT IS SHIPPED YPTH A WIRE BASKET AROUND THE ROOT PALL, CUT THE PARE ASKET IN FOUR PLACES AND FOLD DWAI 200 IPA (8 IN. � INTO PLANTING HOLE. RTPEDOB ON utlExcnVATEDNOTE: FOR DIMENSIONS OF OA; SLL PLANTING AREAS TYPES OF SOIL AMENDMENTS, Of`Z SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE SOIL IMPROVEMENT DETAILS." BASE FIRMLY VATH FOOT PRESSURE. SO THAT ROOT BALL DOES NOT SHIFT. t. NO MULCH VAIMIN 3' OF TREE. TREE PLANITIIVG DETAIL NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PL NTI.NG SPACE IS LARGER THAN 2400 MIA (8 FT.) SOUARE. OPEN TO THE SKY. AND NOT COVERED BY ANY PAVING OR CRATING. 3" HIGH EARTH SAUCER (TYP.) 3" STONE MULCH TO MATCH EXISTING REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" STONE MULCH TO MATCH EXISTING GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) I 11Y : i EDe•3 '�'1i ➢ I { ': 'a t itrl Tl'a f i NOT TO SCALE ANGLE POSTS 1. SET POSTS AND 5' UPSLOPE EXCAVATE A Vx6" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. 95' � 12" MAIN. 2. STAPLE THE SILT FENCING TO THE END OF THE POST LniE ATTACH FILTER FABRIC TO Xm 4. BACKFILL THE FILTER WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRICINTO THE TRENCH THE EXCAVATED SOIL COMPACTED -� BACKFILL TIT= -�� I �TrII1'�rT1-r-Ur0 I iI I-t 11I 1 I11I I I .I-1-III-1 2­111-11 �11- CONSTRUCTION OF SYNTHETIC FILTER BARRIER N. T. S. LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN WITHIN THE STREET TREE EASEMENT, SHALL BE SHAPED OR PRUNED AS REQUIRED BY SOUTH WINDSOR TREE WARDEN. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM PROJECT AREAS AND BUFFERING. 3. ALL AREAS DISTURBED OR DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOiL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTiL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF DAIVTTIDE V FESCUE VI IYiIh IVRG PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE TOWN MIX) NOTE: 1. STAKE OR GUY STREET TREES ONLY WHEN PERENNIAL RYE GRASS 10% OF MIXTURE NECESSARY FOR SPECIFIC SITE CREEPING RED FESCUE 10% OF MIXTURE CONDITIONS AND WITH WRITTEN APPROVAL OF ALSIKE CLOVER 5% OF MIXTURE TREE WARDEN. RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSi, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO MAY 20 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE STREET TREE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR `" RMISSION BY THE TREE WARDEN. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF STREET TREES WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. ALL LANDSCAPE DESIGN CHANGES AND SUBSTITUTIONS REQUIRE A CHANCE ORDER AND ADPOMIAI hE nrnv vn�. vv IFIG IVIYIV DF SUV IN WINUSUK. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL SHRUB PLANTING BEDS. 10. PLANTING SOiL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. LEAF COMPOST- 107-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY SOIL FERTILITY TESTING THROUGH THE UNIVERSITY OF CONNECTICUT. 11. SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 557,65% C. MLID rn Irrov Ir I "vv IV VCI[1 f11VE SAND- IA%-357. D. SILT- 10%-20% E. CLAY- 157.-20% 12. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE) TO ACHIEVE A pH OF 6.0-6.8 FOR LAWN, TREES AND NON-ACID LOVING PLANTS. THE SOIL pH FOR ACID LOVING PLANTS SHALL BE 4.5 TO 5.3. B. FERTILIZER USED SHALL BE OF A FORMULA RECOMMENDED BY THE UCONN SOIL NUTRIENT ANALYSIS LABORATORY TESTING TO ACHIEVE THE MINIMUM RECOMMENDATIONS FOR NITROGEN PER 1000 S.F. OF LAWN AREA. APPLY ONE POUND OF 10-10-10 FERTIUZER PER 100 S.F. OF SHRUB/FLOWER BEDS. THE FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. APPLY 100 POUNDS OF LIME PER 1,000 SQUARE FEET OF LAWN AREA DISTURBED TO RAISE THE pH. APPLY 10 POUNDS OF LIME PER 100 SQUARE FEET FOR AREAS TO RECEIVE DECIDUOUS SHRUBS. NO LIME SHALL BE APPLIED TO AREAS RECEIVING EVERGREEN TREES, BROAD-LEAVED EVERGREENS OR NARROW -LEAVED EVERGREENS. 13. ON -SITE STREET TREES DO NOT REQUIRE STAKING UNLESS SO DIRECTED BY THE OWNER'S LANDSCAPE ARrHITFf T. TREES DO NO r _n ucr CTAIlI AIn I un Ern GNT T hIf h I+IUIRE ..vmKINv U1Iv1.ESS JnE SPECIFIC LOCATION OF TREE REQUIRES IT. PLANT SYM. LIST QT f. TECHNICAL NAME COMMON NAME SIZE COMMENTS REMARKS MATURITY HEIGHT/SPREAD DECIDUOUS CF TRF 1 CORNUS FLORIDA 'CLOUD NINE' FLOWERING DOGWOOD 5'-6' HT. CONT. PLANT AS SHOWN 15'/15' PA 5 PLATANUS X ACERiFOUA 'BLOODGOOD' LONDON PLANETREE 3" CAL. B&B PLANT AS SHOWN 70'/60' EVEBGREEN TREES PG 3 PICEA GLAUCA WHITE SPRUCE 5' HT. MIN. B&B PLANT AS SHOWN 40'/15' TO 7 THUJA OCCIDENTALiS 'ELEGANTISSIMA' GOLD TiP ARBORVITAE 5' HT. MIN. B&B 4' O.C. 10'/5' DECIDUOUS VC SHRUBS 5 VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY 18"-24" HT. CONT. 4' O.C. 4"/4' PO 7 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO NINEBARK 18"-24" HT. CONT. 4' O.C. 4"/4' EVERGREEN SHRUBS AM 12 AZALEA 'MIXED SPECIES' MIXED AZALEA 24" HT. MIN. CONT. 10 YRS. 4'/4' JSG 15± JUNIPERUS CHINENSIS 'SEAGREEN' 'SEAGREEN' JUNIPER 24" SAD. MIN. CONT. 8 YRS. 31/6, RCA 1 RHODODENDRON C. 'ALBA' WHITE RHODODENDRON 24"-30"HT. CONT. 4' O.C. 4'/4' TM P-ERENNIIALS/GROUNDCONERS 20 TAXUS MEDIA 'EVERLOW EVERLOW YEW 18"-24" HT. CONT. 4' O.C. 4"/4' RH 12 RUDBECKIA FULGIDA 'GOLDST JRM' GOLDSTURN CONEFLOWER #2 CONT. 2.5' O.C.. HS 24 HEMEROCALUS 'HAPPY RETURNS' HAPPY RETURNS DAYULY #2 CONT. 2' O.C. HP 12 HOSTA 'PATRIOT' PATRIOT HOSTA #2 CONT. 2' O.C. LM 12 LIROPE M. 'VARIEGATA' VARIEGATED ULYTURF #1 CONT. 12" O.C. x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTiO; i. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE REVISIONS DESCRIPT70N ■ a r ■ a � t r ■ ■ r ra ■ ti 6" CT D.O.T. 2" STONE TO BE PLACED z -- -' - ®®® - - ®® OVER FILTER FABRIC MA IERIAL 131313 13 i3 SEE SEDIMENT AND EROSION LO 13 ®a 13 13 SHEET FOR PAVEMENT WIDTHS ®®® 13E3 ®o❑ oa ®L313 17O ®®® i3 ®13© ❑®® EDGE OF PAVEMENT THRU STREET ANTI --TRACKING APRON N.T.S. O 1 1 /2" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE PER CT DOT M.04 �2 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 03 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 ® 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 PRIVATE PAVEMENT CROSS-SECTION NOT TO SCALE WATER SERVICES INSTALLATION DETAILS PAVING AS REQUIRED BY TOWN/CITY/STATE III -'I • 1 w � a COMPACTED ROAD BASE PER TOWN/CITY/STATE REQUIREMENTS COMPACTED SUB BASE PER TOWN/CITY/STATE REQUIREMENTS APPROVED BACKFILL MATERIAL COMPACTED PER TOWN/CITY/STATE REQUIREMENTS APPROVED BANK GRAVEL COMPACTED IN 6" LIFTS TO 2' ABOVE TOP OF PIPE TYPICAL WATER MAIN TRENCH CROSS SECTION OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KID NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 MATCH EXISTING �1 1 \.'...... _ ..... 3 ..... :..... ..:.........::..'.........:.. 6" LOAM 8, SEED FILTER FABRIC MIRAFI 140s OR EQUAL GRASS SWALE DETAIL not to scale v ! I�Vt,C JJGV J I VIVC TYPICAL SIDEWALK SECTION I RUN "" ` 1 STOPPER rn- 6"-30' BEND EDGE OF PAVEMENT 6" Y BRANCH WOOD 2"x 2" STRIP TO BE CARRIED FROM SEWER TO----, SURFACE OF GROUND 6" Y BRANCH J �'�IJ Al _ "�N �'�JJ"��,JJFJIJ.IJJ PROCESSED STONE PROPOSED SANITARY SEWER PROPERTY LINE -6" Y BRANCH A 6"-30' BEND "CRUSHED STONE (WHERE REQUIRED) JOINTING MATERIAL IN ""'CONNECTION TO BE SAME AS MAIN SEWERS TYPICAL SANITARY SEWER QNNEQTiQN4 NOT TO SCALE civil engineers • planners surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 NOTES: 1. ALL CONNECTIONS TO BE LAID TO GRADE OF 1/4" PER FT. MIN. AND CARRIED TO THE EDGE AS SPECIFIED BY THE ENGINEER. 2. 0 PAVEMENAS OR DIRECTED. LINE <4" POST ESSURE TREATED PREFABRICATED RAILS &c PICKETS 6' STOCKADE FENCE not to scale ADA VAN ACCESSIBLE ADA ACCESSIBLE SIGN ,A. SIGN 'A'-ADA PARKING SIGN SIGN 'C'-HANDICAP LOADING ZONE SIGN ADA PARKING SIGN .B. �.. _ ALUMINUM PANEL SIGN SIGNAGE MODEL DA-3 AS MANUFACTURED FINI'-d-IED GRADE BY TAPCO OR x APPROVED EQUAL g 2" U CHANNEL POST COLOR: BLACK 12"x6" 1 VAN ACCESSIBLE' z ADA SIGNAGE :�i 1/2" EXPANSION JOINT MODEL DA-24 'U-) CONCRETE WALK OR PAVEMENT AS MANUFACTURED BY TAPCO OR APPROVED EQUAL NOTE: 12" SQ. CONCRETE FOR SIGNAGE FOUNDATION SEE DETAIL 1� COMPACTED SUBGRADE ACCESSIBLE SIGN POSTS 0.45" :0. 20" %-\ T ELEVATION 9 " .. ,.•,. a° .ALLOWABLE RANGE: 0.90"-1.40"(BASE) 0.45"-0.70"(TOP) O .. -I,,*' PLAN VIEW TRUNCATED DOME --ENLARGEMENT •loy •' �e�����'�s a a °•D'D••O, �D ,d D o 2.35" C.C. N EACH WAY z_ °t, PLAN VIEW TRUNCATED DOME TEMPLATE NOTES: 1. DETECTABLE WARNINGS AT CURB RAMP SHALL MEET ADAAG GUIDELINES TO DETECT BOUNDARY BETWEEN SIDEWALK AND THE STREET. TRUNCATED DOMES ARE THE ONLY DETECTABLE WARNINGS ALLOWED BY ADAAG (4.29.2). 2. METHnD OF ON -SITE FABRICATION TO BE APP� ED BY OWNER'S REPRESENTATIVE. 3. WHERE ISLANDS OR MEDIANS ARE LESS THAN 48" WiDE, DETACTABLE WARNING SHOULD EXTEND THE FULL LENGTH OF THE CUT THROUGH ISLAND OR MEDIAN. 4. COORDINATE WITH LOCAL BUILDING OFFICIALS FOR ALLOWABLE VISUAL CONTRAST OF DETECTABLE WARNING. A MINIMUM OF 70% CONTRAST IN LIGHT REFLECTANCE SHALL BE A REQUIREMENT. DETECTABLE WARNING ..-3 TRIP IN SQUARE -GRID MIN. ALIGNMENT 0000000 TRAVEL DIRECTION 8Ngyp 0 0 cp I 6" CURB o o d 1:12(MAX) 0000000 SEE DETAIL 0 0 L'_/t L! AL0 DESIGN. ° 1AU DRAW. • 11AU JCHECKEV. KMI ✓oa No.: 2277I DA TE: 6119106 DRA PWNG NO.: 2277-6DET. dwo SLOPE o 0 0 • I 6'-0" I° DETECTABLE WARNING STRIP +6" TYP. 0" 6"-8" FROM EDGE OF PAVEMENT PEDESTRIAN CURD RAMP NOT TO SCALE PREPARED FOR: K13 NUTMEG I -IV TIES, LLC 260 NUTMEG RDA' D SOUTH SOUTH WUNDSOR, C0NMILTRICUT L i SITE PLAN lIzz, /r4N TDDr;:� TT% U ME��x ILA Ce Soo U W'11- 1�\\ D TD W 000 H NNL� O 60-21-29 C7. CU 04 prepared by I' (mats civil engineers • planners surveyors landscape architects • gis gps 425 Sullivan Avenue South Windsor, CT 06074 860.291.8755 Fax 860.291.8757 www.designprofessionalsinc.com NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SFAI_ OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 2O-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE OWNER: APPLICANT: KEY MAP STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC., F;3kr SEPTEMBER 26, 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS ,RECORD RESEARCH AND/OR OTHER SOURCES HALE REALTY, LLC KD NUTMEG _PRO_ PERTIES, LLC OF INFORMAY69. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINEDSU AS THE RESULT OF A FIELD RVFY ANn IS U EC TOE SUCH CHANGE AS AN ACCURATE FIELD SURVEY MA DISCLOSE. hU BOX 300 8 TREVOR LANE 15 SUBJ �ECEIV�� G V MANCHESTER, CT 06040 EAST GRANBY, CT 06026 c�, ES'T�OF MY KNOWLEDGE A ELIE T S MAP I SUBSTAN IALLY CORRECT AS NOTED HEREON. � 12327 JUL 142006 TEL: 860-982-6984 # : o •� d: LAWRENCE R. GEISSLER, JR., L.S. LIC. No. SOUTH WINDSOR PLANNING DEPT. sk N/F PROPERTY OWNERS WITHIN 5W MAP LOT NAME MAILING ADDRESS 46 17-4 ROLLING FRITO-LAY SALES LP 7701 LEGACY DR, MD 4A-237 PLANO, TX 750244099 47 1-5 BODYCOTE HOOVEN INC 5001 LBJ FWY SUITE 800 DALLAS, TX 752446120 47 2-6 CONN AVENUE ASSOCIATES LLC 100 CORPORATE DRIVE WINDSOR. CT 06015 47 127-8 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 47 128-9 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 59 3 MAY DEPARTMENT STORES 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 9-31OA1 OSPREY ASSOCIATES PO BOX 300 MANCHESTER, CT 06040 60 9-31OC10 FOGERTY, TIMOTHY 310 C-10 NUTMEG ROAD 60 9-25OA-1NUTMEG ROAD SOUTH ASSOCIATES LLC PO BOX 8383 MANCHESTER, CT 06040 60 9-250J-N 4S, LLC C/O PETER SCHMIDT 34 BRIAN DRIVE BOLTON, C�Tp06043 60 10 HALE REALTY LLC 3R MANCHESTE, CT 06040 60 17-24 NUTMEG ACQUISITION CORPORATION 611 OLIVE ST ST LOUIS, MO 63101 60 18-23 MAY DEPARTMENT STORES CO 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 19-25 SWDC INVESTMENT CO 611 OLIVE STREET ST LOUIS, MO 63101 60 20-26 MAY DEPARTMENT STORES 611 OLIVE ST SUITE 1300 ST LOUIS, MO 631011799 60 21-29 MAY DEPARTMENT STORES CO 611 OLIVE ST SUITE 1300 ST LOUIS,, MOO 631011799 60 30-4 HALE REALTY LLC MANCHESTgTER, CT 06040 60 31-5 HALE REALTY LLC MANCHESTER, CT 06040 60 32-6 NUTMEG ROAD SOUTH LLC 22 CHAPEL ROAD 60 33-7 HALE REALTY LLC PO BOX 300 MANCHESTER, CT 06040 1 2 3 Ifh 5 6 LP 1 Zoning Data Block ZONE: I (Industrial Zone ITEM REQUIRED/ALLOWED PROVIDED Minimum Lot Area 20,000 SO. FT. 59,914± SQ. FT. Minimum Lot Width 100 FT. 285t FT. Minimum Lot Depth 150 FT. 396t FT. Front Yard 35 FT. 41.7t FT Side Yard 10 FT. 14.9t FT. Rear Yard 25 FT. *N/A Lot Coverage 50% max. 14.0% Impervious Coverage 65% max 40.6% Parking* 17 24 Parking: Warehouse (6,000 SF)= 1sp./ 1,250 SF + 1/employee= 4.8 +1= 6 sp. Office (2,400 SF)= 4.5 sp./ 1,000 SF GFA= 10.8 sp.= 11 sp. * Variance granted to allow 10' side yard in place of 25' rear yard. Approval dated: 5/04/06. SHEET INDEX COVER SHEET/KEY MAP LOCATION MAP/ZONING DATA BLOCK BOUNDARY SURVEY PLOT PLAN ^^ M A M I 11 r'% I A A I I vrvvrcHrniV rLAIN LANDSCAPE PLAN/ EROSION & SEDIMENTATION DETAILS- PLAN CONTROL PLAN REV: JUNE 29, 2006 DATE: JUNE 19, 2006 SHEET I G: \JOBS\2277\2277-1COV MON FOUND LEGEND ® EXISTING IRON PIN EDGE OF WATER LIMITS OF 40' REGULATED UPLAND REVIEW AREA A A A LIMIT OF REGULATED WETLANDS EXISTING TREE LINE NO TES. 1. THIS SURVEY AND MAP HA VE BEEN PREPARED IN ACCORDANCE W/TI•I SEC77ONS 20-3008-1 THROUGH 20-3006-20 OF THE REGULATIONS OF CONNEC77CUT AGENCIES - "STANDARDS FOR SURVEYS AND MAPS /N THE STA7F OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYOR._S, IN(_` sFPTFMRcR 2S 1Q96 IT IS A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY (MAP REF. 7) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. THE PURPOSE OF THE MAP /S TO DEL)NEA 7E 7HE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY OF THE SUBJECT PARCEL. 2. UNDERGROUND ENCROACHMENTS. S7RUC7URES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. J. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMA 77ONAL PURPOSES ONL Y AND ARE NOT TO BE CONSTRUED AS BEING ACCURA 7FL Y LOCA TED OR DEPICTED. 4. STOIYL i%/ALLJ FE,AYCEJ A/VV Y H TL/�IiVV/TJGJ /V/H / 11a V/H c SL%GH � / rRVM PR/N(,//-L c.OIiKSCJ SHOWN. 5. BEARINGS AS DEPICTED ARE BASED ON NAD 83. 6. SUBJECT PROPERTY IS ALSO PRESENTL Y DEFINED AS PARCEL 33-7 ON SOUTH W/NOSOR TAX ASSESSOR MAP 60. 7. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 8. ALL MONUMENTA77ON FOUND OR CONTRACTED TO BE SET IS AS DEPICTED. 9. WETLANDS WERE TAKEN FROM THE RE -SUBDIVISION MAP BY MESSIER & ASSOCIATES MAP REFERENCES- 1. RE -SUBDIVISION PLAN CONS777UTION LANDING PREPARED FOR HALE REALTY, LLC NUTMEG ROAD SOUTH, CONNEC77OUT AVENUE AND TALBOT LANE SOU7TI WINDSOR, CONNECTICUT SCALE.• 1 '-100 FT. DA TE.' 08199 REV TO 2128101 - BY MESSIER & ASSOCIA TES, INC. 2. PROPOSED SANITARY SEWER INSTALLA77ON PREPARED FOR HALE REALTY, LLC NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNECTICUT SCALE 7 "=40 FT. DA TE:• 12100 BY MESSIER & ASSOCIA TES, INC. J. TOPOGRAPHIC PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOU77-1 SOUTH WINDSOR, CONNECTICUT SCALE 1 INCH = 20 FT. DATE.• 1-25-01 SHEET 3A OF 5 BY DESIGN PROFESSIONALS, INC. 4. RECORD ASBUIL T IMPROVEMENT L 0CA TION PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NU7MEG ROAD SOUTH SOUTH WINDSOR, CONNEC77CUT SCALE 1 INCH = 20 FT. DATE.• 10-30-01 BY DESIGN PROFESSIONALS, INC. { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 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 1 6/8/06 UPDATE ABUTTERS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION Ely. .36 " FF/`� f L : 66.9% OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 SANI TAR Y SEWER EA SEMEN T IN FA VOR TOWN OF SOUTH WINDSOR SEE VOLUME 1192 PAGE 241 EX. 15 " FE FL.- 74.15 EX. CB TF.• 76.05 IN V IN: 73, 22 INV OUT. 7289� EX CB, TF- 7(9: 06- '�IN11A /9.. 9 0 ' IN V : 71 OU wV 3, 0g 02 � FA Cl- CL-? /A/ l //V 70. 30 IA✓t% OUT- 70.26 �\ I APPLICANT: KD NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 N/F NUTMEG ROAD SOUTH ASSOC. 4S, LLC, C/O PETER SCHMID T TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE 20 0 10 20 40 IN FEET ) JAU 12327 1 inch = 20 ft. BY LAWRENCE R. GEISSLER, JR. LIC. No. Tel. 860.291 • 8755 Fax 860.291.8757 gm civil engineers • planners • surveyors landscape architects • gis • gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 P`hOO F'PESURVEY DESIGN. I DRAWN.• DUG I CHECKED. • LRG JOB No.: 2277 DA TE• 3/13106 DRAWING NO.: 2277-2SURV. dwo 25' STREET TREE EASEMENT PREPARED FOR: PIN FOUND ,KD NUTMEG PROPERTIES LLC t�� 1 I{ I 1►�. I\ II) � ;�� � COMO CTIICUC SHEET 2 C'� MON FOUND NO TES. I. THIS SURVEY AND MAP HA VE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 2O-300B-20 OF THE REGULATIONS OF CONNECTICUT AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" PREPARED AND ADOPTED BY THE CONNECT/CUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. IT IS A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY (MAP REF. 1) CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY OF THE SUBJECT PARCEL. 2. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEP107ED OR NOTED HEREON. 3. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMA TIONAL PURPOSES ONL Y AND ARE NOT TO BE CONSTRUED AS BEING ACCURA TEL Y LOCA TED OR DEP/CTED. A STONEWALLS, FENCES, AND WA TERCOURSES MA Y DEVIA TE SLIGH7L Y FROM PRINCIPLE COURSES SHOWN. 5. BEARINGS AS DEPICTED ARE BASED ON NAD 83. R Cb/R�/EST D4ODERTV J ALSv^ O�ESE,"vTLY Oc`F /ivED AS PARC EL 33-7 ON SOU77 WINDSOR TAX ASSESSOR MAP 60. 7. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 8. ALL MONUMEN TA TION FOUND OR CONTRACTED TO BE SET IS AS DEPICTED. 9. WETLANDS WERE TAKEN FROM THE RE -SUBDIVISION MAP BY MESSIER & ASSOCIATES. MAP REFERENCES - I. RE -SUBDIVISION PLAN CONSTITUTION LANDING PREPARED FOR HALE REAL TY, LLC NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TAL80T LANE SOUTH WINDSOR, CONNECT/CUT SCALE: 1 "=100 FT. DA TE' 08199 REV TO 2128101 BY MESSIER & ASSOCIA TES, INC. n nn�n�r�n r �. r/cvrwcr� '>,-im ARY SEWER IivSTALLATiON PREPARED FOR HALE REALTY LLC NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNEC77CUT SCALE.• 1"-40 FT. DATE.- 12100 BY MESSIER & ASSOCIATES, INC. 3. TOPOGRAPHIC PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOUTH SOUTH WINDSOR, COIVNEC77CUT SCALE. 1 INCH = 20 FT. DATE- 1-25-01 SHEET 3A OF 5 BY DESIGN PROFESSIONALS, INC. 4. RECORD ASBUIL T IMPROVEMENT LOCA 77ON PLAN DEPENDENT RESURVEY PREPARED FOR NUTMEG ROAD SOUTH LLC 274 NUTMEG ROAD SOUTH SOUTH W/NDSOR, CONNECTICUT SCALE: 1 INCH = 20 FT. DA7E.- 10-30-01 BY DESIGN PROFESSIONALS, INC. LEGEND IRON PIN TO BE SET SANI TAR Y SEWER EASEMENT IN FA VOR TOWN OF SOUTH WINDSOR SEE VOLUME 1192 PAGE 241 0 EXISTING IRON PIN EX. 15" FE EDGE OF WATER FL: 74.15 LIMITS OF 40' REGULATED UPLAND REVIEW AREA A A A LIMIT OF REGULATED WETLANDS D� PROPOSED DUMPSTER ON CONC. PAD TF�7G. 05 IN PROPOSED WAL-PAK LIGHTING V IN: 73.22� � O / IN OUT.• >> \ \ EX. CB, /2 OU -6T G EX. SMf9 J rr / TF. 7 .02 i MONI TC OS''' G / / ® : 61 46 WELLS 2 � O 3' PAVED LEAKi EX* CL CR / 2 TF: 76.89 - _" i' O INV lN• ,�'C? JO1®\ liV l/ OUT.• 70.26 GgR ARC I35.45' CU EX. SMH TF.' 76.49 INV 60.1E CS J W J Z 0 /9" SYCAMO� SET / �3 PROP. 6' STOCKADE FENCE (SEE DETAIL) �.--PROP. VAN ACCESSIBLE H.C. PARKING SIGN C 2 URB-STOP (TYP.) LIMIT OF BIT. CURB. Q) MO. EX. 36 " FF 6.00 FL: G6.97 \ PROP. CONC. PAD AREA, 8, 400 S F EXISTING FENCE TO BE SET 0 ho• �WF2-25 y 610 0, -1 P W -26 ARpp 7. J FE FL : FL: G7.34 GRANTOR GRANTEE TYPE OF EASEMENT VOL/PG HALE REALTY, LLC. SOUTH WINDSOR STREET TREE 1192/244 HALE REALTY, LLC. LOT 7 SEWER 1192/241 HALE REALTY, LLC. 1 LOT SURVEY NOTES• 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WTH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT, PREPARED AND ADOP7ED BY THE CONNECTICUT ASSOCIA77ON OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. ♦ TYPE OF SURVEY IS AN IMPROVEMENT LOCA77ON SURVEY - RECORD - AND IS INTENDED TO DEPICT 7HE LOCA77ON OF IMPROVEMENTS RELA77VE TO PROPERTY LINES ♦ THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 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. I NO. I UA I t I DESURIPTION / �1AlL BOXES (� N` o v v O G �O • Q> FF• 7 WF 2-24 WF 2-2i' IRON PIN FUND 1 act 25' STREET TREE EASEMENT X70,0/0115 ,..7 0.66 Wk 176 WF 117 X70,56 �,y O e WF 118 O� v v .. WF 119 i HALE REALTY, LLC WF 120 59, 914.8 sq. ft. 1.38 ac. VOL. 1094 PG. 215 1 7 DRAINAGE &MAINTENANCE 1217/171 WF 2-2J \ \ �1\ 1 W -28 � -29 Onu n1A/t\ICD. vrr114 HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KD NUTMEG PROPERTIES, LLC t9 TRFvnR I ANF EAST GRANBY, CT 06026 TEL: 860-982-6984 TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY i LAYYlCtNl;t R. (iEISSLEFt, JI{. ++ J � S• FF ell tiCe o,Tc .25 ` o s � X69 5 8.4 WF 2-22 8. �7 AgG,F�j F V \ N/F NUTMEG ROAD SOUTH A SSOC, & WF 2-21 45 LL C. C/O PETER SCHMID T .A GRAPHIC SCALE 20 0 10 20 40 ( IN FM 12327 1 inch = 20 ft. LIC. NO. { Tel. 860.291 •8755 Fax 860.291.8757 r ' -- r r r •-- .J civil engineers . planners surveyors landscape architects • gis gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 PLOT PLAN DESIGN.- JAU DRAWN.• JAU I CHECKED: JOB No.: 2277 IDA TE. 6119106 DRAWING NO.: 2277-JD1ot. dWG PIN FOUND PREPARED FOR: KD NUTMEG PROPER TIES, LLC 260 NUTMEG ROAD SOUTH SOUTH WUMSOI4 tCORT UCTRIC UT SHEET 3, 6 A. T AWL LEGEND IRON PIN TO BE SET ® EXISTING IRON PIN - F - FOUNDATION DRAIN (4" PVC S=0.5% MIN) - ETC --PROPOSED ELECTRIC/TELEPHONE/CABLE TV X 115.0 PROPOSED SPOT GRADE 330- EXISTING CONTOUR -C3- PROPOSED CONTOUR ' EXISTING WELL TP TEST PIT 0 PERCOLATION TEST EDGE OF WATER LIMITS OF 40' REGULATED UPLAND REVIEW AREA A LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW EXISTING TREE LINE PROPOSED TREE LINE SOILS TEST DATA TP 1-2 JANUARY 27, 2006 BY DESIGN PROFESSIONALS, INC. TP 1 0-12 BLACK TOP SOIL 12-24 REDDISH COARSE SAND 24-96 GRAYISH SAND MOTTLING 24", NO ROOTS, WATER 96", NO LEDGE TP 2 0-84 GRAY BROWN SAND THROUGHOUT MOTTLING 36", NO ROOTS, WATER 84", NO LEDGE OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 n x 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. APPLICANT: KD NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 alf"T16116119 SA NI TAR Y SEWER EA SEMEN T IN FA 1/0R / IRON PIN 1UND TOWN OF SOUTH WINDSOR // / SEE VOLUME 1192 PAGE 247 / EX. 15 " FE FL: 74.15 25' STREET TREE J EX. CS EASEMENT TF.• 76.05 INV /N: 73.22 O / / O INV OUT: 72. 89 6 / / \ \�' �� • BC:75.25 75 0 EX. C8, �2 e INV/..70'075.5 00 , --IN %'3�• INV VN. D'4,3 GJ�� / (b 5.0 O 5.35 TC:74.00 0 O' s T5 C:74.85 BC:73.50 (1) 7 EX. SM EX. 0 TF. 7 .02 C 74.5 MONI TORIN Q pp C S / O .614 6 WELLS 10 4.7 3' PAVED LEAKO 3 0 TF.• 76.89 IN l/ IN.- 70.30 � ' ' " TC. 6.25 O TC:76.0 _ • 2 TP 2 O Y PROP. 18 WX20 L T. INV OU70.26 G , , BC: 5.75 BC:75. SETTLING BASIN -- - - - -- TC:7 .45 (SEE DETAIL) g» SYCAMOR m5.1 C:73. 4.4 PROPOSED To B sET Gj 6 I Pr PROP. 6' '� `• ''� TR EELI N E ARC OP. VAN ACCESSIBLE �35.45 / / 41 �GJ STO (SEEDETAIL) 15 �/ S LWAY 79 s�' ) �� •- X -7 0 , *� 175 E DETAIL O- _ 5. 8 H.C. PARKING SIGN , D EX. SMH .l TF. 76.49 \� o S 2 URB-STOP (TYP.) _ 6 �., INV.•60.18 ���` S GJ� LIMIT OF BIT. CUR 7 ,9 - {, WF 117 20 SAIL 5 PROPOSED (n W BOXES cj) Mom. 7 VEGETATIVE q 18 X 3 .55 SWALE G► 0 6 MODIFIED tv yV :71.55 100'@ 0.5%(SEE RIP RAP { J WF 118 DETAIL) O c31 v :70.45 CHOECK DAMTONE (SEE DETAIL v c� EARTH BERM P:71.25 Z o (j) Qc�� o C % ,' EL:72.65 FF: 7 6.0 0 2:1 (TYP. 1 FL: G6.97 /`� \ PROP. CONC. PAD AR EA: 8, 400 S EL:70.65 15. WF 119 WATER QUALITY BASIN SPILLWAY \ i so 75. �- ' DETAIL: N.T.S. 0 TO BE SET .2 o HALE REALTY, LLC' moo• WF 120 59, 974.8 sq. ft. WF 2-25 ' 60 0, 1. 38 cc. VIPw -2 op sFFy VOL. 1094 PG. 215 C \ c. ,o EX. 36 " FE �� p�4Q 7 FL: 67.34 WF 2-24 \ � WF 2-27 �\ WF 2-23 \2� -29 A �\ WF '2�-28 �, �• h0 0 0 �. FF � Trti qoF 2 S ss, \ v y 69 , 5 8 �o�41111",Ftiy� F �, > 8,4 li,��;FF�c,S A, WF 2-22 8. a 6 2'' 4Z N/F NUTMEG ROAD SOUTH ASSOC. & WF 2-21 4S, LLCC, C/O PETER SCHMID T 4 ON PIN FOUND A 2 7-6-06 add water quol. basin; modify swale. kmi 1 6-29-06 REV. PER TOWN COMMENTS KMI NO. DATE DESCRIPTION BY FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEET 2. Tel. 860.291 • 8755 Fox 860.291 • 8757 U ©l!r Off• RAMC PLAN GRAPHIC SCALE 20 0 10 20 40 gn � e IN FEET civil en L DESIGN. JAU DRAWN.• JAU CHECKED: KM 1 inch = 20 ft. engineers planners � surveyors landscape architects • gis • gps JOB NO.: 2277 DATE. 6119106 425 Sullivan Avenue, South Windsor, Connecticut 06074 DRAWING NO.: 2277-4tOVO.dwv PREPARED FOR: KD NUTMEG PROPER TIES, LLC 260 NUTMEG ROAD SOUTH SOUTH WIIMSOP"t CONM iTUC UT SHEET i / 0 ft. LEGEND IRON PIN TO BE SET ® EXISTING IRON PIN — F — FOUNDATION DRAIN (4" PVC S=0.5% MIN) — ETC —PROPOSED ELECTRIC/TELEPHONE/CABLE TV X 115.0 PROPOSED SPOT GRADE —3�0-- EXISTING CONTOUR �— PROPOSED CONTOUR EXISTING WELL rP TEST PIT Pr PER('01 ATION TEST — EDGE OF WATER LIMITS OF 40' UPLAND REVIEW AREA A A LIMIT OF REGULATED WETLANDS DIRECTION SURFACE FLOW �YY1 EXISTING TREE LINE PROPOSED TREE LINE OWNER: HALE REALTY, LLC PO BOX 300 MANCHESTER, CT 06040 APPLICANT: KD NUTMEG PROPERTIES, LLC 8 TREVOR LANE EAST GRANBY, CT 06026 TEL: 860-982-6984 LANDSCAPE NOTES: 1. SEE DETAIL SHEET 6 FOR LANDSCAPE PLANTING LIST. 2. SEE DETAIL SHEET 6 FOR LANDSCAPE PLANTING NOTES. 3. SEE DETAIL SHEET 6 FOR LANDSCAPE PLANTING DETAILS. 4. INTERIOR LANDSCAPE FOR PARKING REQUIRED: 581 S.F. (5%) PROPOSED: 855 S.F. 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. REVISIONS _ 1 7-5-06 ADD WATER QUAL. BASIN NO. DATE DESCRIPTION EX. SMH TF.' 76.49 IN V 60.18 Z Q 1 PROF w w� 1 - RDA RICHARD L. BOSTON KMI LICENSED LANDSCAPE ARCHITECT BY SA NI TAR Y SEWER EASEMENT IN FA VOR TOWN OF SOUTH WINDSOR SEE VOLUME 1192 PAGE 241 PAD, �T-Y_P N/F NUTMEG ROAD SOUTH ASSOC. & 4S, LLC. C/O PETER SCHMID T GRAPHIC SCALE 20 0 1D 20 40 ( IN FEET ) CONNECTICUT LICENSE NO. 568 1 inch = 20 ft. '--5-HE 9 -TM -3 -AM 3-LM 2-PO 10 -TM 5-PO 0\y D� 00 �o���� cFFTcti� Tel. 860.291 • 8755 Fax 860.291.8757 gn ft civil engineers • planners surveyors landscape architects • gis gps 425 Sullivan Avenue, South Windsor, Connecticut 06074 5' STREET TREE ASEMEN T z �Z C O z �1 O � T>• O -a C �i PROP. 18'WX20'L SETTLING BASIN (CF` DrTAII ) PROPOSED -rncn Ir.Ic 1 rCCGL1IVL_ `I I I L i SEEDING MIX TYP.) DRAINAGE SWALE: (TYPE 11 — SEEDING MIX) HALE REAL TY, LL C 59, 9 1 4.8 sq. ft. 1. j8 67C. VOL. 1094 PG. 215 ti6� oss�, o "�F �i�TF�LVgcF \ O LANDSCAPE PLAN / EROSION A SEDOMEHTATOO nM CONTROL NTROO L PLAN DESIGN: RLB DRAWN.• JAU CHECKED: RL8 JOB NO.: 2277 IDA TE.• 6119106 DRAWING NO.: 2277-5LAND. dwq v V PIN FOUND PREPARED FOR: KD NUTMEG PROPERTIES LLC 260 NUTMEG ROAD SOUTH CONNElm 1i RIC lLJ It SHEET F w 00 1407 HEAVILY PRUNE THE TREE AT PUNTING PRUNE ONLY CROSSOVER U11013, CO-CrnuNANT LEADERS. AND BP.OXEN OR DEAD BRANCHES. SOME RITERIOP TWIC-S AND LATERAL PP.ANCHES 7,44Y BE PRUNED: HO''MOJER, DO NOT REMOVE THE TER!MI114 BUDS OF BRANCHES THAT EBTEND TO THE EDGE OF THE cRnAfl. STAKE TREES ONLY UPON THE. APPRnVAL OF THE LANDSCAPE ARCHITECT SEE STAFIIIG DETAIL. WRAP TREE TRUNKS ONLY UPON 714E APFROV1,L nF THE LAt1USCAPE ARCHITFCT MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THC SITE WHEN LVER �i14E TFUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TPUNK MULCH RING FLARF IS NOT VISIBLE HALL BE REJECTED. SET TOP OF ROOT QAL FLUSH TO 1800 ILMI (6 FT.) DUST. !AN 00 NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 Lal I-2 IN.} :100 MM (PFT.) CIA" PREFERRED HALT. WITH SOIL HIGHEP. IN SLO'A'LY DR NING SO'LS. / 200 ML, (o" V; } �� 7100 1i)T ((4 RL) HIGH EARTH SAIUCFR 50 NM42 IN.) MULCH. DO Ii0 PUCE MULCH IN !! . I . , BEYOND EOGE OF ROOT BALL. CONTACT WITH 7REE TRUNK ' • 4 RF!ArvE AU TWr,IC, ROPE n!1D WIRE. MAINTAIN THE MULCH WEED -FREE FOR ',',',• • , • • , , • E. AND A MINMUM OF ONE YEAR AFTER ,, BURLAP FROM TOP HALF C1� ROOT HALL PUNTING • • 'r 'r r IF •PLANT IS SHIPPED 111111 A WIRE BASKET AP.OUND THE ROOT BALL, CUT THE V,1RE BASKET RT FOUP PLACES AND FOLD W471 200 LAM (8 IN I INTO PUNTING POLE PLACE ROOT BALL ON UNEXCAVATFD NOTE: FOR DIMENSIONS OF OR TAMPED SOIL. PLANTING AREAS TYPES OF SOIL AMENDMENTS, Olk SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMcr WITH FOOT PRESSURE SO THAT ROOT PALL DOES NQi SHIFT. DI [,I 1 NO WADI WIT011 l• "1­ TRFI. TREE PLANTING DETAIL NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2,100 LIM (8 FT.) SOLIARE. OPEN' TO THE. SKY, AND NOT COVERED BY Ath PAVING OR GPATIIIG 3" HIGH EARTH SAUCER (TYP.) 3" STONE MULCH TO MATCH EXISTING REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" STONE MULCH TO MATCH EXISTING GROUND COVER BEDS COMPACTED SUBGRADE (TYP,) PLAN PLANTING SOIL MIXTURE (TYP.) + 12" SHRUB PLANTING DETAIL NOT TO SCALE ANGLE POSTSL 1. SET POSTS AND 5' UPSLOPEEXCAVATE A 6%6" TRENCH FOR STABILUTYT UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. L 12" MIN. 2. STAPLE THE SILT FENCING TO THE END OF THE POST FILTER FABRIC �\ 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. COMPACTED BACKFILL r�- �! I -1T1 t 1T I- I ICI I _ 11=: �I I I�•`'•`l I�L.=RI I I�IT� CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN WITHIN THE STREET TREE EASEMENT, SHALL BE SHAPED OR PRUNED AS REQUIRED BY SOUTH WINDSOR TREE WARDEN. 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM PROJECT AREAS AND BUFFERING. 3. ALL AREAS DISTURBED OR DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE TOWN MIX) NOTE: 1. STAKE OR GUY STREET TREES ONLY WHEN PERENNIAL RYE GRASS 10% OF MIXTURE NECESSARY FOR SPECIFIC SITE CREEPING RED FESCUE 10% OF MIXTURE CONDITIONS AND WITH WRITTEN APPROVAL OF ALSIKE CLOVER 5% OF MIXTURE TREE WARDEN. RED TOP 5% OF MIXTURE TALL FESCUE 707. OF MIXTURE APPLICATION RATE: 5.QOLBS PER 1,000 S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE 2004 AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION OR LATEST EDITION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO MAY 20 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE STREET TREE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE TREE WARDEN. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF STREET TREES WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. ALL LANDSCAPE DESIGN CHANGES AND SUBSTITUTIONS REQUIRE A CHANGE ORDER AND APPROVAL OF THE TOWN OF SOUTH WINDSOR. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL SHRUB PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. LEAF COMPOST- 1076-12% S. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY SOIL FERTILITY TESTING THROUGH THE UNIVERSITY OF CONNECTICUT. 11. SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 557.-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 107.-20% E. CLAY- 15%-20% 12. SOIL AMENDMENTS: A. UME SHALL BE PELLETIZED UME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE) TO ACHIEVE A pH OF 6.0-6.8 FOR LAWN, TREES AND NON-ACID LOVING PLANTS. THE SOIL pH FOR ACID LOVING PLANTS SHALL BE 4.5 TO 5.3. B. FERTILIZER USED SHALL BE OF A FORMULA RECOMMENDED BY THE UCONN SOIL NUTRIENT ANALYSIS LABORATORY TESTING TO ACHIEVE THE MINIMUM RECOMMENDATIONS FOR NITROGEN PER 1000 S.F. OF LAWN AREA. APPLY ONE POUND OF 10-10-10 FERTILZER PER 100 S.F. OF SHRUB/FLOWER BEDS. THE FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. APPLY 100 POUNDS OF UME PER 1,000 SQUARE FEET OF LAWN AREA DISTURBED TO RAISE THE pH. APPLY 10 POUNDS OF LIME PER 100 SQUARE FEET FOR AREAS TO RECEIVE DECIDUOUS SHRUBS. NO LIME SHALL BE APPLIED TO AREAS RECEIVING EVERGREEN TREES, BROAD-LEAVED EVERGREENS OR NARROW -LEAVED EVERGREENS. 13. ON -SITE STREET TREES DO NOT REQUIRE STAKING UNLESS SO DIRECTED BY THE OWNER'S LANDSCAPE ARCHITECT. TREES DO NOT REQUIRE STAKING UNLESS SITE SPECIFIC LOCATION OF TREE REQUIRES IT. SEC1101 .E.) A B C D E F G H WT RIP -RAP IN TONS 20' 18' 3' 2' 1' 10.6' 3' 5.3' 25t SETTLING BASIN nts r 2 2 86) 2" STONE rFLOW 3' 6" HIGH STONE BERM not to scale Q 1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04 U2 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 03 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 ® 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 PRIVATE PAVEMENT CROSS --SECTION NOT TO SCALE PLANT SYM. LIST QTY. TECHNICAL NAME rnMMnN NAMP •--•••^••-•• ^•••••-- c17F �•.-.- f'r,1JLJrKI1'C' vvmmuvlJ 017k.AMlZn tcmru�n TV' MAR1-I f MNKI HEIGHT/SPREAD DECIDUOUS TREES CF 1 CORNUS FLORIDA 'CLOUD NINE' FLOWERING DOGWOOD 5'-6' HT. CONT. PLANT AS SHOWN 15'/15' PA 5 PLATANUS X ACERIFOLIA 'BLOODGOOD' LONDON PLANETREE 3" CAL. B&B PI ANT AS SHOWN 7n'/6n' EVERGREEN TREE$ PG 3 PICEA GLAUCA WHITE SPRUCE 5' HT. MIN. B&B PLANT AS SHOWN 40'/15' TO 7 THUJA OCCIDENTALIS 'ELEGANTISSIMA' GOLD TIP ARBORVITAE 5' HT. MIN. B&B 4' O.C. 10'/5' DECIDUOUS VC SHRUBS 5 VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY 18"-24" HT. CONT. 4' O.C. 4'/4' PO 7 PHYSOCARPUS OPULIFOLIUS 'MONLO' DIABOLO NINEBARK 18"-24" HT. CONT. 4' O.C. 4"/4' FVFRGRFFN SHRLIRS AM 12 AZALEA 'MIXED SPECIES' MIXED AZALEA 24" HT. MIN. CONT. 10 YRS. 4'/4' JSG 15t JUNIPERUS CHINENSIS 'SEAGREEN' 'SEAGREEN' JUNIPER 24" SPD. MIN. CONT. 8 YRS. 31/6, RCA 1 RHODODENDRON C. 'ALBA' WHITE RHODODENDRON 24"-30"HT• CONT. 4. O.C. 4"/4' TM PERENNIALS/GROUNDCOVERS 20 TAXUS MEDIA 'EVERLOW EVERLOW YEW 18"-24" HT. CONT. 4' O.C. 4"/4' RH 12 RUDBECKIA FULGIDA 'GOLDSTURM' GOLDSTURN CONEFLOWER #2 CONT. 2.5' O.C.. HS 24 HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYULY #2 CONT. 2' O.C. HP 12 HOSTA 'PATRIOT' PATRIOT HOSTA #2 CONT. 2' O.C. LM 12 1 IROPF M_ 'VARIFGATA' VARIP( AWn I N YTI IRP !11 rrnnl-r an" n n 011 3" MATCH EXISTING .':.'.'::.'.'.'.'.'.'.'................ 6" LOAM & SE[lb FILTER FABRIC MIRAFI 140s OR EQUAL GRASS SWALE DETAIL not to scale 00O 00 000 0 0 O 0 ® 6" CT D.O.T. 2" STONE TO BE PLACED 0 0 0 [3131 OVER FILTER FABRIC MATERIAL z 000 BE7 01313 0 13 I SEE SEDIMENT AND EROSION U 0 0 0 Cl 0 1 SHEET FOR PAVEMENT' WIDTHS ❑00 00 000 ®o 0 C3 0 OD 00❑ 130 000 000 EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. #4 B WATER SERVICES INSTALLATION DETAILS PAVING AS REQUIRED BY TOWN/CITY/STATE--V COMPACTED -=� ROAD BASE PER TOWN/CITY/STATE w REQUIREMENTS o COMPACTED SUB BASE U PER TOWN/CITY/STATE z REQUIREMENTS UTILITY t° IDENTIFICATION TAPE d (NON DETECTABLE) APPROVED BACKFILL MATERIAL COMPACTED PER TOWN/CITY/STATE ''' REQUIREMENTS PIPE DIA. APPROVED BANK GRAVEL COMPACTED IN 6" LIFTS TO 2' ABOVE TOP OF PIPE MIN. rMIN-71 TYPICAL WATER MAIN TRENCH CROSS SECTION PAVEMENT BITUMINOUS CURB V , 1\V VLJJLV JIVIYL TYPICAL SIDEWALK SECTION 5" THICK 4000 # CONCRETE SUB SEE PLAN FOR DIMENSIONS \i\i\ 9" THICK PROCESSED STONE DU_MPSTER PAD DETAIL N.T.S. COMPACTED SUBGRADE PROPOSED SANITARY SEWER STOP PER PROPERTY LINE _ _ I 6" Y BRANCH V-30' BEND EDGE OF PAVEMENT 6" Y BRANCH 4-4 11111 � STOPPER 6"-30' BEND CRUSHED STONE (WHERE REQUIRED) JOINTING MATERIAL IN WOOD 2"x 2" STRIP TO BE _-----CONNECTION TO BE SAME CARRIED FROM SEWER TO-----, AS MAIN SEWERS SURFACE OF GROUND 6" Y BRANCH NOTES: 1. ALL CONNECTIONS TO BE LAID TO GRADE OF 1/4" PER FT. MIN. AND CARRIED TO THE EDGE TYPICAL SANITARY SEWER AS SPECIFIED BY THE ENGINEER. -CONNECTIONS NOT TO SCALE 2' F PAVEMENT OR (PROPERTY LINE (4" POST ESSURE TREATED PREFABRICATED RAILS & PICKETS 6' STOCKADE FENCE not to scale ADA VAN ACCESSIBLE ADA ACCESSIBLE &SIGN ,A• SIGN 'A'-ADA 'C'-HANDICAP PARKING SIGN SIGN LOADING ZONE SIGN ADA PARKING SIGN ,B• ALUMINUM PANEL SIGN - SIGNAGE MODEL DA-3 AS MANUFACTURED FINISHED GRADE BY TAPCO OR X APPROVED EQUAL 2" U CHANNEL POST COLOR: BLACK 12"x6" 'VAN ACCESSIBLE' z ADA SIGNAGE MODEL DA-24 in 1/2" EXPANSION JOINT CONCRETE WALK OR PAVEMENT AS MANUFACTURED BY TAPCO OR APPROVED EQUAL NOTE: 12" SQ. CONCRETE FOR SIGNAGEe iv i- FOUNDATION SEE DETAIL 9 11 :;; • a COMPACTED SUBGRADE ACCESSIBLE SIGN POSTS 0.45" NOTES: ELEVATION 1. DETECTABLE WARNINGS AT CURB RAMP SHALL 9 ALLOWABLE RANGE: MEET ADAAG GUIDELINES TO DETECT BOUNDARY • 3• .;�:c BETWEEN SIDEWALK AND THE STREET, TRUNCATED 1 ; 0.90"-1.40"(BASE) 0.45"-0.70"(TOP) DOMES ARE THE ONLY DETECTABLE WARNINGS A11 0WF{1 RY AnAA(' (A 20•2). �J 2. METHOD OF ON -SITE FABRICATION TO BE ;. •� PLAN VIEW APPROVED BY OWNER'S REPRESENTATIVE. TRUNCATED DOME --ENLARGEMENT 3. WHERE ISLANDS OR MEDIANS ARE LESS THAN 48" WIDE, DETACTABLE WARNING SHOULD EXTEND THE FULL LENGTH OF THE CUT THROUGH ISLAND OR •;g �:;,�'•;o''' -g '=2 MEDIAN. 4. COORDINATE 'WITH LOCAL BUILDING OFFICIALS FOR ALLOWABLE VISUAL CONTRAST OF DETECTABLE WARNING. A MINIMUM OF 70% CONTRAST IN LIGHT 0 TE2.35 ACH WAY REFLECTANCE SHALL BE A REQUIREMENT. Z PLAN VIEW TRUNCATED DOME TEMPLATE DETECTABLE WARNING TRIP IN SQUARE -GRID ALIGNMENT 30000000 TRAVEL DIRECTION o :6 (�P 0 0030 c° 6" CURB 1:12(MAX) o000000 SEE DETAIL SLOPE 000}oo 0 • 1 6'-0" I• DETECTABLE WARNING STRIP +6" TYP. 0" 6"-8" FROM EDGE OF PAVEMENT PEDESTRIAN CURB TRAMP NOT TO SCALE n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE --- OWNER: APPLICANT: Tel. 860.291.8755 PREPARED FOR: SHEET INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. HALE REALTY LLC PO KD NUTMEG PROPERTIES, LLC�'Q�� 8 TREVOR LANE Fax 860.291.8757 � � � jj' ]�j, ref ��Q %�]� %J %� j j L\� NUTMEG L LiL � PROPERTIES ®l �LL ���17, LL C 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD Box 300 I BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 7-6-06 INCREASE SETTLING BASIN AAAINI/II IT-C`TF M !�T Al I'C\An IVIHIV\.rICJ I EfC, l� I VCiV`f V KMI I -A CT /-`DAISIQV (T r)r,071n ENJ I VI TEL: 860-982-6984 � ������1�� __ _ DESIGN.•JAU DRAWN'✓I(IU CHECKED. KMl I I 9 NUTMl.S,e�1J� IROAD SOUTH t/ civil engineers planners •surveyors I d60 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6-29-06 REV. PER TOWN COMMENTS KMI �aCil�SCape architects - gis gps I/OB NO.: 2277 DATE 6�19/06 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. �,4 TE DESCR1PT10N BY 425 Sullivan Avenue, South Windsor, Connecticut 06074 ORAW/NG NO.: 2277-6DET. dw rn�tLsr �t9tt�7m�Lc� ]� �Y ►sr+Tr TtT�7+ SOUTH H �r u1�7tt�°yOR9 CONA1iC !l RC u