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HomeMy WebLinkAbout06-14P_BARBOUR HILL SUBSTATION SITE PLANS_BARBER HILL ROADIssued for: Planning and Zoning Location Approval Date Issued: March 23, 2006 Latest Issue: May 8, 2006 No. Drawing Title Latest Issue C-1 Legend and General Notes C-2 Overall Site Plan C-3 Layout and Erosion Control Plan C-3a Layout and Erosion Control Plan !'1 A I--' a T %-- -* — — a T Ta.;1: °j.°_ _ T)1— ._ l..d. -4 kj Ulllg, lifulildgu allu U L111 Y t-1 ll C-4a Grading, Drainage and Utility Plan C-5 Site Details Sv-1 Sv-2 Reference Drawings Existing Conditions Plan Pioperty Line Plan 04/04/06 05/08/06 05/08/06 05/08/06 UJ/Ub/Uo 05/08/06 05/08/06 01 /09/06 01/12/06 MAY 0 8 2006 harbour Hill Substation Barber Hill Road South Windsor, Connecticut Site Locus Map c z x f \� e Existing Barbour Hill Substation ?? b ler Road Pond CUP Propeity jY � Cuccia Pond is Cir rf Paper Ch se o10¢; , 000 500 0 1,000 9� Site Location Map 0 1000 2000 Feet Vanasse Hangen BrusUin, Inc. Transportation Land Development Environmental Services Site: The Connecticut Light and Power Company Barber Hill Road South Windsor, Connecticut Applicant: The Connecticut Light and Power Company P.O. Box 270 Hartford, Connecticut 061414-0270 (860) 605-5000 Assessor's Plat: 127 Lot: 3 P�ppd\IPJ SOUTH WIND,OR G DEPT, lip W Do[py 5,q•oG J:\41095.00\cad\ev\plariset\410951g.dwg Legend Exist. Prop. PROPERTY LINE PROJECT LIMIT LINE RIGHT-OF-WAY/PROPERTY LINE EASEMENT BUILDING SETBACK 10+00 10+00 BASELINE CONSTRUCTION LAYOUT -- ----- ZONING LINE TOWN LINE LIMIT OF DISTURBANCE -' A WETLAND LINE WITH FLAG FLOODPLAIN BLSF BORDERING LAND SUBJECT TO FLOODING BZ WETLAND BUFFER ZONE NDZ NO DISTURB ZONE 900"RA 200" RIVERFRONT AREA - - - - - - GRAVEL ROAD - EOF' EDGE OF PAVEMENT _ - BB_ __ _ - BB BITUMINOUS BERM BC _BC -- BITUMINOUS CURB CC CC CONCRETE CURB CG = CURB AND GUTTER CC ECC EXTRUDED CONCRETE CURB CC MCC MONOLITHIC CONCRETE CURB CC PCC PRECAST CONC. CURB SGE SGE SLOPED GRAN. EDGING VGC VGC VERT. GRAN. CURB LIMIT OF CURB TYPE - - - - - SAWCUT LL BUILDING EN BUILDING ENTRANCE LD LOADING DOCK • BOLLARD O 10 DUMPSTER PAD -� SIGN DOUBLE SIGN ---' - STEEL GUARDRAIL WOOD GUARDRAIL PATH TREE LINE - - -X x WIRE FENCE FENCE STOCKADE FENCE C)cx�=_ 00000c) STONE WALL --- x RETAINING WALL - STREAM / POND / WATER COURSE DETENTION BASIN HAY BALES -z£ 3X- SILT FENCE ---- 4 ---- 4 MINOR CONTOUR --- 20 MAJOR CONTOUR 10 10 PARKING COUNT C10 COMPACT PARKING STALLS DYL DOUBLE YELLOW LINE SL STOP LINE I I I I I I (IIII CROSSWALK ACCESSIBLE CURB RAMP ACCESSIBLE PARKING VAN -ACCESSIBLE PARKING VAN Exist. 27.35 TC x 27.35 TC x 26.85 BC x 26.85 BC x 132.75 x 132.75 x 45.0 TW X 45.0 TW X 38.5 BW 38.5 BW ;;} 61 61 r�MW Q MW CONCRETE HEAVY DUTY PAVEMENT RIPRAP CONSTRUCTION ENTRANCE TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION SPOT ELEVATION IVP 6C BOI Ium OF WALL r-Lr- VA IIVI' BORING LOCATION TEST PIT LOCATION MONITORING WELL -LID- UD UNDERDRAIN 12" 0 12"D-► DRAIN 6"RO -- 6 RD- ROOF DRAIN 12"S 12"S SEWER FM FM --- ----- FORCE MAIN --OHW OHW OVERHEAD WIRE 6"'V'l - 6"W WATER _""Fr 4" FP FIRF PRnTF(-TION 2"DW DOMESTIC WATER 3"r G GAS E- E ELECTRIC ----STt:a--- STM STEAM -T T TELEPHONE - --FA-- FA FIRE ALARM CAT' CAT' CABLE TV Li ® CATCH BASIN go om DOUBLE CATCH BASIN ® ® GUTTER INLET D ® DRAIN MANHOLE -TD- TRENCH DRAIN < < PLUG OR CAP CO CO 0 CLEANOUT FLARED END SECTION HEADWALL 0 SEWER MANHOLE CS CS 0 CURB STOP & BOX wV wV O O WATER VALVE & BOX TSV TSV TAPPING SLEEVE, VALVE & BOX y SIAMESE CONNECTION YD H �HYD FIRE HYDRANT WM WM O 0 WATER METER PIV PIV �+ O POST INDICATOR VALVE f%1A ® WATER WELL 0 GAS GATE GMEl GAS METER S 0EMH ELECTRIC MANHOLE EM EM El o ELECTRIC METER * LIGHT POLE ® .TMH TELEPHONE MANHOLE © ❑T TRANSFORMER PAD -0- UTILITY POLE C_ ♦ GUY POLE 'i GUY WIRE & ANCHOR HH HH O III HAND HOLE PB PB O O PULL BOX Matchline- MATCHLINE Abbreviations General ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ ADJUST APPROX APPROXIMATE BIT BITUMINOUS BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE CONC CONCRETE DYCL DOUBLE YELLOW CENTER LINE EL ELEVATION ELEV ELEVATION EXIST EXISTING FDN FOUNDATION FFE FIRST FLOOR ELEVATION GRAN GRANITE GTD GRADE TO DRAIN LA LANDSCAPE AREA LOD LIMIT OF DISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NOT IN CONTRACT NTS NOT TO SCALE PEKF PEKFOKAIED PROP PROPOSED REM REMOVE RET RETAIN R&D REMOVE AND DISPOSE R&R REMOVE AND RESET SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TS TOP OF SLOPE TYP TYPICAL Utility CB CATCH BASIN CMP CORRUGATED METAL PIPE CO CLEANOUT DCB DOUBLE CATCH BASIN DMH DRAIN MANHOLE CIP CAST IRON PIPE COND CONDUIT DIP DUCTILE IRON PIPE FES FLARED END SECTION FM FORCE MAIN F&G FRAME AND GRATE F&C FRAME AND COVER GI GUTTER INLET GT GREASE TRAP HDPE HIGH DENSITY POLYETHYLENE PIPE HH HANDHOLE HW HEADWALL HYD HYDRANT INV INVERT ELEVATION I= INVERT ELEVATION LP LIGHT POLE MES METAL END SECTION PWW PAVED WATER WAY PVC POLYVINYLCHLORIDE PIPE RCP REINFORCED CONCRETE PIPE R= RIM ELEVATION SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Notes. General 1. CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" (1-800-922-4455) AT LEAST 72 HOURS BEFORE EXCAVATING. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK VVIIHII' SIAIE RIGH IS-OF-VVAY SHALL h.CQNFQRM IV THE LATEST EDITION' OF THE SIAIE HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT APPROPRIATE PERMITS. 8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. Utilities 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE GRADING AND UTILITY PLANS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: A. PAVEMENTS AND CONCRETE SURFACES: FLUSH B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: A. WATER PIPES SHALL BE SPECIFIED BY THE WATER COMPANY. B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE C. STORM DRAINAGE PIPES SHALL BE CLASS IV RCP. 8. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4" MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. Layout and Materials 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED. 3. CURBING SHALL BE BCLC WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS" LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT FEATURES. 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. Demolition 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS AND SPECIFICATIONS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Erosion Control 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. Existing Conditions Information 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY CONDUCTED BY VHB, INC.THE TOPOGRAPHY AND PHYSICAL FEATURES ARE BASED ON BOTH AN AERIAL SURVEY AND AN ACTUAL FIELD SURVEY PERFORMED ON THE GROUND BY VHB, INC., DURING DECEMBER 2005. A. DELINEATION OF THE WETLANDS AND PLACEMENT OF THE FLAGS WAS PERFORMED BY: VHB, INC. B. FLAGS MARKING THE WETLANDS WERE LOCATED BY: VHB, INC. 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON CT NAD 83. 3. GEOTECHNICAL DATA INCLUDING TEST PIT AND BORING LOCATIONS AND ELEVATIONS WERE OBTAINED FROM GEODESIGN, INC., 984 SOUTHFORD ROAD, MIDDLEBURY, CT. PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNI�IL APPROVAL ffi NORTHEAST UT EITILS SERVICE CO. FOR THE CONNECTICUT LIGHT & POWER COMPANY TITLE Legend and General Notes Barbour Hill "ubstation South Windsor, Connecticut BY VHB CHKD APP APP DATE 03/23/06 DATE Di\TE DATE 1. 04/04/06 NU COMMENTS SDK SCALE NONE DIVG. NO. MF NO DATE REVISIONS BY CHK APP APP C-1 J: \41095.00 \cad \ev\pl onset \4109blm OSP.dw Ale ;j) "A i I , i i f % \, ` X� $ MAI—\ - Gnif',.�,L �..J, ,,\ i '' I ,`'�i I i l ( I I , ! + !�� I �� /�/f /'/ ' �,;I 5,'1 AI Il J r.;ror, xma; i / xacs./J F f 'r --, �.'• � i' r �/ � I 't • � f (8532A) PROPOSED POLES J. •�i%„/.cam R -H I ,PROPOSED -H kcn 'i" 0 .�t L GATE WIDEqt 00 PROPOSE(4 EXTERIOR GRAVEL R BASE as'UTIUTY SMACK BUFFER NMANCLM M I PLANTINGS PROPOSED RETAINING WALL DESIGN BY OTHERS 114± . ............. I�n PHRAGMITES AUSTRALIS PROPOSED PROPOSED 20' REMOVAL AREA GRASS LINEP...,�; WIDE GRAVEL UNDERGROUND EXISTING 345 KV SWALE ACCESS DF� If I UTILITY LINES TRANSMISSION LINES (TYP.)I TO BE REMOVED ft ± 3� I ; \ \\ I \ / TREE CANOPY REMOVAL AREA + J 0 " 1. ; ". %i � I '. F\ r 0 GATE 3 PROPOSED RIP \ '_� // RAID SWA L /E SLOPE % 41� PROPOSED POLES EAS,tMENT 4 APPROX, IN FAVOR OF LOCATION CONNEC11CUT 20' LIGHT AND POWER Vl' TiE PROPOSED CONCRE REMOVE ' HEADWALL EXISTING-j Y OP OF WALL 274.0 DRIVE PROPOSED 20 FT a;'. 1. A� . PROPOSED 4' WIDE DRIVEWAY it WIDE EXTERIOR PROCESS PROPOSED 'GRAVEL BASE AGGREGATE M.05 % GUIDERAII ----------------- (A 'fROPOSED M LINE KWTE 1 ROTI-- PROPOSED ED PROPOSED POLES 852 9A)APPROX. f CONSTRUCTION ( EXIT LOCATION PROPOSED24 I ", RCP EXISTING 345 KV TRANSMISSION LINEE., v 139 LF AT 0.5% �)` TO Bl� REMOVED PROPOSED 24" RCP 36 LF AT 1.4% Z_ 0 i+ 7 lb r,rv••.•vY•r. ----.-rv-v�•_nv�!`Y..-.-,`',• , l `.�\ sn►tiro ................ I .............. IC( 0, \ 4 \ F—f Jk 13k Z site Locus;': Map COD z CD fD CD CD Existing Barbour Hill Substation Miller Road Pond v ;, A ( CL&P Property m Ra)W iol Cuccia Pond Virflinia Cir der Q. Paper Ch se �x AN //�uvv ouv 0 7,UUU F Connecticut Light &Power N3 c� 6 1.- _1440 The Northeast Utilities System 100 0 100 200 SCALE IN FEET PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNCIL APPROVAL T. H CAD GENERATED DWG J: \41095.00\cad\ev\plonset \410951m50.dwg n' 3ia _ �� 0 1 4_ I, '' , ,- �'-•;=-�'i,.--, ,•1••---.�. , �i '•.1 �1- __•,-_ — yam' 1 °0 l �_ ' r PROPOSED I o l,,?may y-« , r ,r �r GATE 34 EASTERN ARBORVITAEE �� CT1-35 Vf PROPOSED 4' WIDE ,r rti Ix' r C0h`FECTICUT BASE RIOR GRAVEL .1 ETLAN[15 r 1 ONLY It 25 UTILITY SETBACK (TYP.) Nvk\ , i ,kkPLANTINGS j i• ` i t tI 1 ff BUFFER ENHANCEMENT ' ! 1 CRUSHED STONE b- II , It I. . II � 'k it r � r rrr•.. - �� � • SILT FENCE (TYP.) I � � � I � r• "'yj� �� X _72.8 PROPOSED �ft4' ;_I I RETAINING WALL.. I \ i j -< I ; DESIGN ,BY; O + OTHERS. I O UNDERGROUND `} it UTILITY LINES 1 rt \ t ; /' I I tI , ` '! i (TYP.) X 309.3\ \ J 1 4 I kk SILT FENCE / Y r 2 -1 1 1 1 Iv t ! (TYP.) \' + YV'Y"`t ..— --. •-- -_?- _ � r � ! k i I it ii ILi 1 PROPOSED GATE 1 �'. I C i•��Srli 1• ! i j4 I � 1 ; t ` t � � �,` .1, I ` !/ t,.,•-�-Y"' �1-'�.9. I j t'y'o !, '. � � �� ` �, t t ..:506.9,1 ( y J� �,nt� �✓�F2A--03 �` iti'',,,ka', kl / i •,, `��\ '`� `� , ,` } , •I ! X 1C 2C .4 II k• ! � � \ 1 i �i 1 •1 t / J 1 i I 1 K I P F01 `PROPOSEDPOLES , D (APPROXIMATE CLP ,.163: LOCATION) , ! EASEMENT 1 IN FAVOR OF-. 20' I i 11 CONNECTICUT LIGHT AND;i� r�;'Z� ,r POWER t4 L. • t r'- fr `C` .� r` �` � i'� `I' � ' • I \ `t rJ.B � ;, r 5 :-' i . ! ,<' / k aSi1.0 ' � j 07 REMOVE EXISTING ` PROPOSED 20 FT' WIDE',, DRIVE .,\ .y DRIVEWAY Inv.=27297 \ I` PROCESS AGGREGATE M.05 �� �•� 1! J ; Rs - 'Ll.CRUSHED T PROPOSED 20' WIDE GRAVEL ACCESS DRIVE PROCESS AGGREGATE M.05 OF'/ �1�_ PROPOSED 4' WIDE kI �� 'k ', Itt ` .` �` EXTERIOR GRAVEL BASE \ LA-19 i 1 t ! 1 l 1 l , 1 ; �_ 1 �\^1rP t ! ,c_?��-.", t• a ;; t '` ,'1 `t `51 }'1 - — - — - —I - --- — - — -- \ �4:A-il t • } r � �;� PROPOSED, + 11 GUIDERAIL ! t lJ, .�Q� ', 1, i, �, `PROPOSED` TRANSMISSION LINE ROUTE I , k PROPOSED y 1 ,1 I ', i PROPOSED POLES (8529A) J CONSTRUCTION '•i i I } t '. (APPROXIM,ATE kOCATION) , rvv�'�' Y~�"' ; I I EXIT { • {". � � � 1 i ` _ i'-y'..-V, 1 �'v-�/IV�I��"'/'Y�'ti•'.-.� � �,,.{ A+ 1 ^}, Y^v ���Yy � f--�✓�t�•1'•�-Y.•.� ' 't k! ,', � / L l f � I rIAI�� t S ' i I f�•�'•J 1 l ! i i j 1 i ti •r7 �' �.tiJ'�-�"J�nr"'-j' ! t �� � i ! r I I'ti !I 't` •i � ti ! t 1 t11 ,1 j k f1 ! !� L �! 11 I I i ; ' 11 l` rrn EXISTING 345 KV \•, TRANSMISSION LINES TO L \ i + ' v C8 BE REMOVED 1A-24. �.� t ; , f Mm.=273,98 l I hw.A=270.0 ` `\ Mv.n2�,1�t75- 1 i ! t ° Inv.6=271.5 �\ II ; InuC=27U.0 STAKE[) T HAY BALES !k j I1t tit j -Inv. 273.31 r I � / AREA PROPOSED FOR UPLAND REPLANTING Site LocUS:j ap i; x 4 l 41 i, tD Fn CL Existing Barbour Hill Substation T ii Mifl6r't2oad Pond �Property .. l 0 `uPoM;I ccia`\ is Cir w Paper Ch se �arfi Hi11 Rd y W o�,000 500 0 1,000 ti t f Connecticut Light & Power The Northeast Utilities System 50 0 50 100 SCALE IN FEET PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNCIL APPROVAL ' CAD AL x GENERATED _i''41, DWG NORTHEAST UTILITIES SERVICE CO. FOR THE CONNECTICUT LIGHT & POWER COMPANY TITLE Layout and Erosion Control Plan Barbour Hill Substation 4. 05/08/06 PLANNING COMMENTS SDK 3. 04/19/06 WETLAND COMMENTS SDK 2. 04/17/06 NU COMMENTS SDK BY VHB CHKD APP APP DATE 03/23/06 DATE DATE DATE 1. 04/04/06 NU COMMENTS SDK SCALE 1"=50' DWG. NO. f� MF NO DATE REVISIONS BY CHK APP APP J: \41095.00 \cad \ev\planset \410951 m 50. dwg 2 CT I - 37 PROPOSED 4' WIDE r--EXTERIOR GRAVEL P A (ZP* W, WF15-15 )SED FOR LAMING :905. 2 0 SILT �ENCE !r r x 3OFi.9 PROPOSED POLES (8532A) I S i t e Locus": Ma p Wis (D z t, � x � d 006 rn Existing Barbour Hill Substation 0 Ap Cr rr 0 Miller o d Pond (L&P Property Karel, CA Cuccia Pond Vi inia Cir 'Or Dart flit,R Rd 0 0 raper Ch se 4�1 N AS W 000 500 0 1,000 S �Connecticut �� Light &Power 0 0 The Northeast Utilities System 50 0 50 100 SCALE IN FEET PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNCIL APPROVAL RCAD GENERATED DWG NORTHEAST UTILITIES SERVICE CO. FOR THE CONNECTICUT LIGHT & POWER COMPANY TITLE Layout and Erosion Control Plan 4. 05/08/06 PLANNING COMMENTS SDK Barbour Hill Substation 3. 04/19/06 WETLAND COMMENTS SDK 2. 04/17/06 NU COMMENTS SDK BY VBB CHKD APP APP DATE 03/23/06 DATE DATE DATE 1. 04/04/06 NU COMMENTS SDK SCALE 1fr=50' DWG. NO. F NO DATE REVISIONS BY CHK APP APP C IVI-3a J: \41095.UU \cad \ev\pi onset \41 OYbgdbUsc. dwg `7 30 x 3116.4. x 5-, o CTI —38 CT11- 37 Z > CTI-35 \ _ -- ° cI'i is I . VNZ. X MINNEC11U11" KRANDS ONLY 312 X 3f%8.7 C[;� ;s7p� AS\ 1 4.� X 3o' J , -5 0 7. X 313.3 �rl - 32 -53 X 27" 2 (o a 1 1, . 'I, I? WT - ----- 7,. Wfli - 5r, It t 1 1771 x 309.0 272.8 �x A; WK "0 PROPOSED GRASS LINED N SWALE P SLOPE 1% 4 d� UNDERGROUND UTILITY LINES (TYP.) I r 1 i f I a l \ / x 50,51 272-1 1 1 1, WATER SUPPLY P 309.4 PROPOSED RIP IL •-2A RAP SWALE f INV274.0 ..... ....... r PROPOSED RIP RAP SWALE(1) SLOPE 1.2% II =LK Lf 9 pt, A', P X 3104.� PROPOSED P (APPROXIMA c1p LOCATION) kl -71 EASEMENT I/, i� i , IN FAVOR OF". REMOVE 1WID-02 CONNECTICUT it 1 / EXISTING 10" (CTI- T, LIGHT AND CMP t X 2 6 T11 'r POWER, 1,0 PROPOSED RIP RAP SWALE(2) t W F B-- x 308.9 % T 22 1 T, WFIB-15 N 'PROPOtED'TRANSMISSION LINE 'ROUTE 0 x 311.0 li WATER X307 5 C x :313-e- PROPOSED CONCRETE SUPPLY X 313.3 ,PROPOSED POLES (8526A) HEADWALL t I - (APPROXIMATE LOCATION) , , r e�d� TOP OF WALL 274.0 WFIU-! PROPOSED 24" RCP 139 LF AT 0.5% CONNECT TO EXISITNG WATER LINE EXISTING 345 KV TRANSMISSION LINES TO PROPOSED 24" RCP. X/ 0 BE REMOVED 36 LF AT 1.4% R�n=2 1riv.A=270 0II PROPOSED I1NVE'kT iiny.B=271.5 Al 269.5 EXIST CB 273.98 PROPOSED � I = 270.0 A A OUTLET I = 270.0 (OUT) I = 271.5 B 1' 0 PROTECTION T 2A 2�- 1 I Virbinia Ci-r Side Locus M a P Q Existing bou r Hill Substation Miller Road Pond Kash w�Y �Cia Pond Miller to .per r I,UUU wif), U 1,UUU Ff CL&P Property A� Paper Ch \x -A �� � Connecticut ���� Light &Power The Northeast Utilities System 50 0 50 100 SCALE IN FEET PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNCIL APPROVAL 0 NORTHEAST UTILITIES SERVICE CO. FOR THE CONNECTICUT LIGHT & POWER COMPANY TITLE Grading & Utility Plan Barbour Hill Substation South Windsor, Connecticut 4. 05/05/06 PLANNING COMMENTS SDK 3. 04/19/06 WETLAND COMMENTS SDK 2. 04/17/06 NU COMMENTS SDK BY VBB CHKD APP APP DATE 03/23/06 DATE DATE DATE 1. 04/04 06 NU COMMENTS SDK SCALE ill = 50' DWG. NO. C-4 MF NO DATE REVISIONS I BY CHK APP APP J: \41095. 00 \cad \ev\pl an set \41095gd5Osc. dwg X 1 c'- L ---� I `,, , I U —31 C) `;% j/.� / ' /i' X 30 WF1 8 *ID-08 - - ---- --- - I Xxl. �\ A630511 X .311. o WF! F - 1 p ---------- I y -Y y Wri Ell- i I 00 X 303 C X 306.? PROPOSED POLES (8532A) N Site I Locusg�,Mapj z ro CL (D O 00 (D W CL Existing Barbour Hill Substation ii cr 0 Miller Road Pond 7 CIL&P Property Cuccia Pon Vi r Or raper Ch se —L)—q Hill Hill Rc, Rc, o W /'000 500 0 1,000 t --101111vor— ANNSINWI Connecticut Light &Power The Northeast Utilities System 50 0 50 100 SCALE IN FEET PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNCIL APPROVAL CAD GENERATED DWG NORTHEAST UTILITIES SERVICE CO. FOR THE CONNECTICUT LIGHT & POWER COMPANY TITLE & Utility Plan Barbour Hill Substation South Windsor, Connecticut 4. 05/05/06 PLANNING COMMENTS SDKGrading 3. 04/19/06 WETLAND COMMENTS SDK 2. I 04/17/06 NU COMMENTS I SDK BY VHB CHKD APP APP DATE 3/23/06 DATE DATE DATE 1. 04/04/06 NU COMMENTS SDK SCALE lit = 50' DWG. NO. C-4a NIF NO DATE REVISIONS BY CHK J: \41095.00\cad\ev\planset\41095dt.dw TABLE CHANNEL DESIGNATION W T D STONE kk (Do 2 8' 12"' 2' 6" EXISTING RIPRAP STONE (INTERMEDIATE) GROUND 2" CRUSHED STONE FILTER FABRIC COMPACTED SUBGRADE Riprap Channel 6/03 N.T.S. Source: LD-170 TABLE CHANNEL DESIGNATION W T D STONE IDIA. (D5o 1 1.5" 1 12" 1' 1 6" EXISTING /— RIPRAP STONE (INTERMEDIATE) GROUND 2 i 1_T1 " 1 12" /y\��/y�j/\�/C' ANCHOR TRENCH FILTER FABRIC 2" CRUSHED STONE COMPACTED SUBGRADE 12" Riprap Channel 6/03 N.T.S. Source: LD-170 GALVANIZED GE BOLTS )ST PER RAIL 2-5/8" GALVANIZED CARRIAGE BOLTS PER POST PER RAIL 1'-4" 1 3'-8" 6"X8" WOOD POSTS 0 4'-0" O.C. 4"x10" WOOD RAIL o N 1%, 2% CURB I I FINISHED SURFACE — Wood Guardrail 6/03 N.T.S. Source: VHB LD-450 EXISTING GROUND 3 3 1.5 \ 1f COMPACTED BLANKET EMBEDMENT SUBGRADE EROSION CONTROL BLANKET 6" LOAM & SEED Plan View Notes: SHOP DRAWINGS FOR PLACEMENT OF REINFORCING, SHALL BE SUBMITTED TO THE ENGINEER BY THE CONTRACTOR. Grassed Swale 6/03 Directional Headwall N.T.S. Source: VHB LD-171 N.T.S. PAVED AREA LANDSCAPED AREA SEE APPLICABLE PAVEMENT SECTIONS COMMON FILL/ COMPACTED GRANULAR FILL ORDINARY BORROW SAWCUT —1 Ljj ;�\��° 00 ° • • °d °DEPTH AND SURFA \ • TREATMENT VARIESCE �/ • • ° o°b b ° / • o (/I o w D • o a o • /> —WARNING TAPE / ° b0 4' (MAX) 11z" x 1X" x 4' WOOD STAKE OR APPROVED EQUAL SILT FENCE WORK AREA I II III FLOW III PROTECTED AREA TOP OF III GROUND III 4" EMBEDMENT (MIN.) II II PLACE 4" OF FABRIC I II 1' (MIN.) ALONG TRENCH AWAY FROM PROTECTEDA EA II STAPLE BACKFILL AND COMPACT I II B 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 3. FOR HDPE PIPE, DIMENSION IS 24 INCHES. Utility Trench 6/03 Silt Fence Barrier N.T.S. 61— a ° '\ HAND TAMPED HAUNCHING / b o0 o $ \ COMPACTED BEDDING o .0p o b 0 ° 0.q ° /�\� �0 12" COMPACTED MIN. SUBGRADE Notes: Source: VHB LD-300 N.T.S. Source: VHB B A STAPLE Wood Stake Joint Detail 2'-0" 2'—O` 2' 7 Mqk 12" .a JAI a FLOW � �� i G W STONE FOR 1 a / PIPE ENDS FL "cal 12"'"—Oo N �0 121, 12" p o0 °°� OOOo OO °° o °OOOO Oo OO° °Oo ° ° °°O °° a OOOo O O°°p�oOO�oO�"o20o Opo000o 00PC800�°�Oopop§o�opgo 000 0" 0 0" _ 00o dJJ OO O Source: VHB COMPACTED \— COMPACTED FILTER FABRIC 2" STONE SUBGRADE GRAVEL BEDDING Section A -A 4"(MIN.)-1 " 6/03 REV LD-135 EXISTING 'Il PAVEMENT FILTER / MOUNTABLE BERM FABRIC J/ 114" CRUSHED STONE Cross-section Notes: 1. ENTRANCE WIDTH SHALL BE A TWENTY—FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED. 6/03 Stabilized Construction Exit LD-650 N.T.S. 6/03 Source: VHB LD-682 Site Locust; �tlap N � -ems i Existing Barbour )' Hill Substation +. F \ 0 Miller Road Pond CL&P Property Kara N � �'ay o Cuccia Pond M>>�er =1 r inia Cir L� ¢ 1� 4 :"f 1 Pappr fah S Connecticut Light & Power The Northeast Utility System PLANS AND SPECIFICATIONS ARE SUBJECT TO REVISIONS PENDING FINAL SITING COUNCIL APPROVAL a T goys 1 1 x NORTHEAST UTILITIES SERVICE CO. FOR THE CONNECTICUT LIGHT & POWER COMPANY TITLE Site Details Barbour Hill Substation South Windsor, Connecticut BY VHB CHKD APP APP 2. 05/05/06 PLANNING COMMENTS SDK DATE 03/23/06 DATE DATE DATE 1. 04/04/06 NU COMMENTS SDK SCALE NONE DWG. NO. MF NO DATE REVISIONS BY CHK APP APP C-1.5 J:\41095.00\cad\sr\41095PXS.dwg 1/10/2006 10:05:37 AM EST \ x 310.5I I \ x 312.4 1D-14 EF t -Ot STARA1iWP01-1, t •\ \/ \ \\ \\ x 296f7 ' II ; ; I \\ >/ WF,O-tO\ t SC�TTEREO 'tRE S ; I I `\ , - wFt 04 ` -\ _ ` �• t t t 1! iii o `\, ,• -` `\ `, ' 1 1 i ` , \ x ssos WF1 A.-Ot START I v � WfIA-04 END � C' qqF� WF1D-R9 i ,� ,''� %�i De . L lbw �'. \ \, , i f n n n-� l n-r _ / / , I %/ ,W �/ tVIHr I L / LU I I o mil ��ti u,1, �vT �l \ 1 q Fc PI /' 1� '\ 12930 , 1 !, + I I , % l 'LNOW OR FORMERLY � X 310.2 I i / :' a � � I � x 3„ o \ ! 1 I ! x 3,4.5 IDZEjJ PROPERTIES LLC, 310.1 x 309., s,a__ � 0!y I \��,` l ,r, � � x 316.8 � I x 316.7 /�' VOLUME 1089 PAGE 230 I CONCRETE MONUMENT . J I I I I , �/ !1 I 1 ' ` \ !/ /' �� �� !, '•A- / ° ° x 308.9 + % i ;! V F+ WF1EA08 , »/' / \ - \ \ \ WFIA-03 J % \ l m i/ Z I� 1 I ✓; 35'34 27 -=W - __ 7or 0 40',, FROM PROPERTY CORNER -�`� -- x 31s.2 �' x a13., x 311.0 x 309.0 J / it! � i x 308.6 \ 71 / 1 X316.4 1 ` ' ` 3*90'00-'-00� 1 _ -•_ - g0-'0-0'00' E" U . ! ' 02 OTI-38 r �' � L0I I 114.19 1. 4 3 i - - .�.�L iaf1T, t; GT13� \ _ �` �/ cQ ; ; \` EBAR j crt-37 }° \ \ \ Y ! Ugiy I! ! 1 I I ! X 308.7 I ` I �� ' /'! ` /// \\`. r \ \ / WF,ET09 �I \• i 1 t I i !\ \ \'` \\ I `1 f� / tl T °n- i I �A' ` �� x 308 7 f I 1 ` X 313.1 % x 4.`\ \ r X 314.4 7 ( / / WETLANDS TANDS, 1I / 1 308.9/iLT ONLY 11 '1 \\ CHRISTMAS TREES /! '; 1. I , 1 I I I , I \ � ! ! / % CT1 ,d4 I I I \ \ X308.7 ' •X -\ \\ l \ GIfi+ST,'�AS i1RE S i 1 , \1 \ \\ '�\ ' r r �4 WF1-� \~` -�.�.� y � O �1 \\ C) `, ` I 1 x'308.5 ! �tllc yJL X 307.4 (n \ \\ 1 D-62 I 1 \ 1 1 1 \ \\ CHRISTMAS TREES \ \ I \ \ I i ��CTt-33 ` ,. _ j '-----' WF1E-10 \\ x 307.5 \ \` x 313.3 X 310.6 WF,-31 -t ERI) CONCRETE MONUMENT \ W'F --� i / \I CHRISTMAS TREES - ( \ \ \ WFt-32 \\ WFi-08 \01� t FOUND N 15'27'19" W ,�� '\ I'! }\ 11 ;l c,a 1 `.ram `t \ '\ ' t' ���I\`, �I^Ii ` \ �--!II \! 1 \ 1vv 1 r\T ••. v x\I I II !, I \I,i !1+! ! ,! !i ! i 1t + i 01 x! ;; , , \`!` I ` \� �, ��r,("Y'Y�_v_%"W�ti ^/'�``r�1"�rl''Y'\ y ��-��%v\J\�r .__ _�-' .\\/;�rY I' � ) � 7a�\ ` i -'! i �, - ---wF�-1 -. I\ l \`\•�\�-1-.�-._ v1�__-15F36.,_, _ - _�J+--_-^` -4_J -•--_.F,-o7 . 2_4.,e 00 ,_E x 3075_ -_ 0.74' FROM PROPERTY CORNER 3a6.2 ' 35 \300.95' 2871O _�_--_ -_------ X3'.2.S -,MAP 128 LOT;•12 1-39 \ � I� `\ �. �iYc !t uc yYc iv • 1 � + 1 r t-t ! , ; r ll , � ! � , , , `_ I � � � r NOW OR FORMERLY / -- -\ , \ IT_u- ; CONNECTICUT LIGHT AND r� !/ r7 X 311.1 F YiFt-44 \vr� \� ! \ 1 l� `�. "F'-48 \ ' ! \ POWER COMPANY ` n! ! t 1 I / \ I 7D ' ! VOLUME.. 105 PAGE 349 ` t I \ I � x 3c9.o I I Q b 1 1 1 \ { all t _liv s1lc A4 r X 272.8 - y� WI Q ! 1 if lr f1 ! ff \1 r \\ X 315.1v� 1 ifl ' x 307.0 I % �� O %� I A I WF1-5t 8f1142 W V Ii -•< � I .. I r r I Y+Ft_47 1 �/`o B�NCH MARK #1 I `\ n / i X 306.7 / / 'O I NAIL SET IN EAST SIDE / r WF1-s2-� / rl r ! I I ! I I I ` X 312-6 \ 1 N O l I \ \ x312.7 { , I O UTILI?�Y POLE#1�03-1 1 �^t, �' \ X 310.3 ! � wF,-44 I EL'EV=276.33' `tt ; r ��, �I - �u 6� �, t� aD N � N.A.V.D. 198' / ! �,Ft-a \ 1 �cr X 302. \x 305.4 ( 1 \ + `C� I 1 1\ 1 X 306.3 /! 91, '! ` sat sL1t r-\ sdc A, A& AL X 309salt a6c I,��tS . +' J MAP 12� LOT 3 , .3 `_ ! ! ! r ? CONCRETE > I I -- MONUMENT is ! 10 1;1,51, 012E SQUARE FEET r FOUND I + f x 31,Mil. -^� N 33*10-12 W X 313.(26042360f ACRES) 0.41' FROM PROPERTY CORNER s t! / X 305.1 X 313.360 1 a \ x t l / NOW OR FORMERLY ! t ..- •� o-. ^272- I I l ! / \ 1 \ a sht ai> s1< >4 sa 3c �. 1 ! t \t L' �� CCNN CTICUT LIGHT AND POKIER COMPANY r �k,-63A t __ WFt_7e i x304;,Ww �\ -,'VOLUME 176 PAGE"- - 0 t r wFI '- VOLUME 106 PAGE )92^,,ONCRETE'. w1-VOLUME 106 PAGE 479` WFI-83 r�tiK0NUMENT VOLUME 106 PAGE 552" alt Wl-76 X 3os.4 wF1-75 FOUND \ � \ , c \ � VOLUME gt / PAGE'07f X 305.5I'VOLUME052 PA18. X 313.7 7 W72A-01 /! ' ~(l AFC 0,C r jaJ�.." 1 1 I I v \i-' \ 0 \\+\ / \ i'/ i ' 16-OtB rf '' y4 siXt sldc all.. .Jlt x 306.9\I ` // X 313.7 \/ ° ° - x 267/4 J ! i 1111 1 1 \ \ \ 1\ \ +1 ! 1 1 I M i E7 WF1 l66 WFI-73 \ I X / aIF�. aLtc i � s9c aElt .,Iht s/lt s�lc WF2A-02 !! 11 l(Ij - \ 1 \ \ \ \ ' 1 I ! ! 11 / / o x 313.7 O C� " o \ i ! / 1 O \\ 1 \ \ I ` t , \ 1 ! I ° / / \\ x 31,.2 i x 305,7 /r t ! i/ to , `\ \ \ !! i ! 1 1 ; ', ', i ! ` \ \ I WF18-01 COPPER PIN \\II,1 `\ ti I 1 1\ / q I ! + Wffisa i /� z 1 / FOUND t635 / It \ \ ! ; , \ \ / , r/ HELD) EAS MENT rl , I I�d'Iz, \\ \ \+\ \ ` I+ i + i i \\\ X3o4.71 \`\�f� ot\..�-S\ 1 , \ \ /� + wF,16s IN FAVOR=OF r I 'll I 272.'i5, \ \ 1 ; I f \ X o ! CONNECTICUT- \ I i �I i ! ` \\ \\ \\ \ 1\ \ \\ i \ 1\ `\ `\ o 0 1 I t-71 WFIB-02 LIGHT AND. t: \y I I -) i ` \ \ ` \ `\ `, ', \ \ \ '\ 11 i j \\ G \ + i -o- -o- -0+ ,.'� ; i \'` 1 1 I `\ 1 \ \ \\ \ \ \ \ \ \` \ \ ! 1 \I x 313.7 ! I 1-7 / \ ad't ' slhc atll< st5c �. ,�PpWER' CONCRETE (/! f \\\ wF1 _ 0.s ( r / x P1.1 t ><315i.c ( i +\ MONUMENT 0. ,+ t1� \ r FOUND ---------- MAP \\ \ \ \\ x�i0s 1B-04 x x -ram - - - ` x - - - - MAP 116 LOT 49-1 { ! ! \ \\ \ �\ \ ----:. X -- ! ,� \\ ` '' NOW OR FORMERLY \ S '�9'58 53 W \ \ `. " x----____x--_--�. � �! � \ ,� atb,. a»t ,� X 3C19., / \ x 314.0 \ x 391.0 \ ] GS \ Q'' 1 1 ! ! !' \ \ ', `1 f BERNARD AND BETH SCHILBERG S!`' ; Iov.=27M7 \ O \ + ! \ \ \ , '\ , r , \ x 31d.1 , t_; \ `•. , \ 1 -'�� �h VOLUME 507 PAGE 303 2sa.2 CONCRETE'-- `�', � Illlli v vv , vv vv A v v 1 v A I , 1 �-� I t I v \ '` � i' `v � `, � : � ��` .�,.c MONUMENT, l `\ `, `, \ , \ \ FOUND' WF*t" \\ x1ec3O5., +\ X& apt w„ WFIB-07 '\ \J +`MAP '115', LOT 2 x 27ss NOW OR FORMERLY o tv - I x 3,4. r j ��\ `\ \1 BENCH MARK #2 \ ICONNEt,C1ICUT `LIGHT'.AND POWER COMPANY ` I o ` ` - i ' `\ `, aft > C CENTER CONCRETE o \ \ \ MONUMENT YJITH CROSS TOP l \ o \ _ VrF16-os REE3AR - / '\VOLUME', 88 PAGE 209 + + ' o i J ` I FOl1ND � '� 266.9 ! I I o \ ! \ , \ \ , 1 .! 1 \ I ' N ',\ � I i �"-�.\ \ i , \ ELEV=304.59' ! `------------1 ^'hP16-1s \ 1\ � ,\ t,I` i t\ \t t\ ,\ \\ \\ \1 ,\ I! !! 1 , ,\ � \ N.h.V.D. i988 Colo \306t7 \\ \ \\ 1 I 1 ` 1 x 311.0 I I `\ \ ` \ \ \ \ I I ! WF1B-16 '\ x 307. ` j \\ \\ 0 \ CONCRETE \ \ \ \ \ , ! ! ! ! , I \ I ` MONUMENT t I \ x 3,3.6 �° C}i CONCRETE FOUND S i6%'43'28" W \ ! !! t I 1 1 I 1 ! 1 x 305.2 / ! vr2n _7 I , i INil�i `\ ! ! I ' i 1! ! I ! 1 t FOUND \ I wn, -_�n \ W,,B ,s �_r �j m Vll ! 0 64 FROM; -PROP ERIY'6,,ORNEIR.� , r'r� -�, 1 ! \ (HELD) i i ! 1325.2� I ' \t ' \\ ; \`, _ - -- -_. 654.81 \ -. t\ r \ \ r,F,s-,z - !! t_ 'CONCRETE IONUMENT iS 8,9'5'8'15" W i !l ! `, !, I ' , ; S 89*58'15" W `�\ t \ Wf18 /11 FOUND \ � (HELD) j Y(r16-18 \, s1F4 17 3A-2 END R =273.9E =*75 II l Inv-A=270.a Inv.B=271.5 \ % \ ; \ , ! \ �\ A B Inv.C=27R.0 MAP 115 jF�ORMERLY �' \\ I \ 3os.4 c� /� \ \\\ ` I I c NOW -OR, `\ W17*19 G 1 aalt GARVIN G.LAND JOAN L. BOUNDLE VOLUME 4424 PAGE 022 MAP 115 LOT 83-1 T \ ` \ 'Lp p `, x 303.2 NOW OR FORMERLY'� XD5.3 \ MELISSA WILLET MAP 115 LOT 34-9 `y `. t`\\ O;y_ \\ aa�z �nrr 1az NOW OR FORMERLY \ \ \ 'p T 411.58' S 88'34'40" W MAP 116 LOT 55 NOW OR FORMERLY MAP 116 LOT 55 VOLUME 1039 PAGE 141 TOWN OF SOUTH WINDSOR CONCRETE. MONUMENT FOUND N 05'08'59" E, 0.37' FROM PROPERTY CORNER CONCRETE S 79'1315» E MONUMENT 116 55' FOUND' \ N 18*16'11" W 0.68' FROM PROPERTY CORNER Legend O DRILL HOLE FOUND O IRON PIN/REBAR FOUND o MONUMENT FOUND EASEMENT LINE PROPERTY LINE ASSESSOR'S LOT LINE - - - TOWN LAYOUT LINE THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THIS IS A PROPERTY SURVEY CONFORMING TO A HORIZONTAL CLASS A-2 ACCURACY. THE BOUNDARY DETERMINATION IS A RESURVEY. THIS IS A TOPOGRAPHIC SURVEY CONFORMING TO A CLASS T-3 ACCURACY. TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS PLAN IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. CHRISTOPHER C. DANFORTH, L.S. #70118 DATE Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 54 Tuttle Place Middletown, Connecticut 06457 860-632-1500 - FAX 860-632-7879 I V) 00 Q z U (NOT TO SCALE) 60' 0 60' 120' mow SCALE IN FEET No. Revision Date Appvd. Designed by Drawn by AdD Checked by CAD checked by CCD Approved by Scale 1 "=60' Date January 9, 2006 Project Title Connecticut Light and and Power Company Barber Hill Road South Windsor, Connecticut Issued for Map 115 Lot 26 Map 127 Lot 3 Map 128 Lot 12 Drawing Title Property Survey Topographic Survey Dv�C01V4e_ 4� R C. �,e•�15 v NO. 70118 SURDE Drawing Number Sv- I Sheet of 1 2 Project Number 41095 J:\41095.00\cad\sr\41095PXS.dwg 1/10/2006 10:05:37 AM EST Legend Map References ® CATCH BASIN CC CONCRETE CURB 1. MAP TITLED "SUBDIVISION PLAN, STONEFIELD, TOWN OF SOUTH WINDSOR, CONN. GARDENER AND IN DOUBLE CATCH BASIN SGE SLOPED GRANITE EDGING PETERSON ASSOCIATES, 576 OLD POST ROAD. TOLLAND, CT. JULY 7, 1984. SHEET 2 OF 7. MAP ® ROUND CATCH BASIN VGC VERTICAL GRANITE CURB NUMBER 6857." FLARED END SECTION SCE SLOPED CONCRETE EDGING DS • O DOWNSPOUT DRAIN MANHOLE BB BITUMINOUS BERM 2. MAP TITLED ""PROPERTY SURVEY RESURVEY PREPARED FOR: CRAIG A. AND LYNN M. / O SEWER MANHOLE BC EP BITUMINOUS CURB EDGE OF PAVEMENT KOCHANSKE, 76 BARBER HILL ROAD, SOUTH WINDSOR CT. DESIGN PROFESSIONALS INC. 165 SOUTH "" O ELECTRIC MANHOLE BIT. BITUMINOUS PAVEMENT WINDSOR CT. FEBUWARY 21, 2003. MAP NUMBER 1715. O TELEPHONE MANHOLE CONC. CONS/W CONCRETE O MANHOLE SIDEWALK 3. MAP TITLED ""BLUE SPRUCE ESTATES, A AA-30 OPEN SPACE SUBDIVISION, PLOT PLAN, PAGE "" ® SIGNAL MANHOLE FL FLOW LINE ENGINEERING INC. 1750 ELLINGTON ROAD, SOUTH WINDSOR CT., JULY 7, 1985. MAP NUMBER 1732. ® WATER MANHOLE UP UTILITY POLE O WATER GATE RCP REINFORCED CONCRETE PIPE 4. MAP TITLED "CHASE FARMS SUBDIVISION MAP PREPARED FOR CHASE ASSOCIATES SOUTH `+' SIAMESE CONNECTION PVC POLYVINYLCHLORIDE PIPE WINDSOR, CT. LUCHS ASSOCIATES, INC. GLASTONBURY, CT. MAY 31, 1996. MAP NUMBER 2371."" +(;I FIRE HYDRANT CMP CORRUGATED METAL PIPE O GAS GATE CPP CORRUGATED PLASTIC PIPE 5. MAP TITLED "MAP SHOWING EASEMENT AREA TO BE GRANTED TO CONNECTICUT LIGHT AND - STREET SIGN VC VITRIFIED CLAY PIPE POWER COMPANY ACROSS THE PROPERTY OF LAWRENCE A. FIANO„ MEEHAN ASSOCIATES, NORTH a DOUBLE STREET SIGN BWL BROKEN WHITE LINE MAIN STEET, MANCHESTER CONNECTICUT, JULY 2, 1987. MAP NUMBER 86894." # LIGHT POLE BYL BROKEN YELLOW LINE FLOOD LIGHT DYL DOUBLE YELLOW LINE 6. MAP TITLED "LAND TO BE ACQUIRED FROM SOPHIA J. HAWKINS, TOWN OF SOUTH WINDSOR, -0- UTILITY POLE SWL SINGLE WHITE LINE CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY, BERLIN, CONNECTICUT. FEBUWARY -� UTILITY POLE W/LIGHT SYL SINGLE YELLOW LINE 2, 1965. MAP NUMBER 17120." -o GUY POLE OR WIRE PIV POST INDICATOR VALVE • BOLLARD/POST CLF CHAIN LINK FENCE 7. MAP TITLED "LAND AND RIGHT OF WAY TO BE ACQUIRED FROM STEVEN DZEN ET AL, TOWN OF BORING FES FLARED END SECTION SOUTH WINDSOR CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY. SEPTEMBER 2, MW Q MONITORING WELL CB CATCH BASIN 1964. MAP NUMBER 17278." TP-1 61 TESTPIT MH MANHOLE 1 -1 00o WETLAND FLAG DMH DRAIN MANHOLE 8. MAP TITLED "PLAN SHOWING LAND TO BE ACQUIRED FROM JOHN DZEN ET AL, TOWN OF SOUTH 100.0 x SPOT ELEVATION EMH ELECTRIC MANHOLE WINDSOR, CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY. OCTOBER 25, 1973. MAP HANDICAP SYMBOL SMH SEWER MANHOLE NUMBER 18441." © AIR CONDITIONING TMH TELEPHONE MANHOLE EB ELECTRIC BOX WMH WATER MANHOLE 9. MAP TITLED "LAND TO BE ACQUIRED FROM STEVEN DZEN, TOWN OF SOUTH WINDSOR, EM ELECTRIC METER HYD. HYDRANT CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY. JULY 18, 1955, MAP NUMBER FA FIRE ALARM GG GAS GATE 12713-A.° ©M GAS METER WG WATER GATE ©H HAND HOLE D DRAIN LINE 10. MAP TITLED "LAND AND RIGHT OF WAY TO BE ACQUIRED FROM WILLIAM SHUTERAN, TOWN OF PD PEDESTRIAN PUSH BUTTON E ELECTRIC LINE SOUTH WINDSOR, CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY MARCH 2, 1965. PP PAY PHONE FA FIRE ALARM MAP NUMBER 17322." SC SIGNAL CONTROL G GAS LINE T TELEPHONE BOX S SEWER LINE 11. MAP TITLED " LAND TO BE ACQUIRED FROM WALTER G. TWARDOWSKI, TOWN OF SOUTH WATER METER T TELEPHONE LINE WINDSOR, CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY. NOVEMBER 30, 1961. MAP o PARKING BUMPER W WATER LINE NUMBER 14936." • 1 LUMINAIRE OHW OVERHEAD LINE 2 LUMINAIRE MW MONITORING WELL 12. MAP TITLED "LAND TO BE ACQUIRED FROM MARY L. BELKNAP TOWN OF SOUTH WINDSOR, •_• 3 LUMINAIRE TP TESTPIT CONNECTICUT. THE CONNECTICUT LIGHT AND POWER COMPANY. APRIL 26, 1955. MAP NUMBER 4 LUMINAIRE RIM= RIM ELEVATION 12657-A." ® SPAN POLE INV= INVERT ELEVATION EDGE OF PAVEMENT ELEV. ELEVATION 13. MAP TITLED "LAND TO BE ACQUIRED FROM SOPHIA J. HAWKINS TOWN OF SOUTH WINDSOR, - - - EDGE OF GRAVEL F.F.E. FINISH FLOOR ELEVATION CONNECTICUT. DECEMBER 29, 1954. MAP NUMBER 12610-1." O/H OVERHEAD -. . . . . . . .-. . . . .- EDGE OF TRAVELED WAY EDGE OF PATH TYP. TYPICAL 14. MAP TITLED "LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT AND POWER COMPANY - - - - - - - - - - BUILDING OVERHANG E PROPERTY LINE ACROSS THE PROPERTY OF WILLIAM P. AND CHARLOTTE KALBER, TOWN OF SOUTH WINDSOR: CURB CONCRETE PAD COUNTY OF HARTFORD: STATE OF CONNECTICUT. MARCH 29, 1955." T T T STEEL GUARD RAIL rl n n WOOD GUARD RAIL PARKING STRIPE 15. MAP TITLED "LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT AND POWER COMPANY X BARBED WIRE FENCE ACROSS THE PROPERTY OF SOPHIA J. HAWKINS, JULY 28, 1954." O ❑ CHAIN LINK FENCE WOOD FENCE ® RIP -RAP 16. MAP TITLED "LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT AND POWER COMPANY UNDERGROUND DRAINAGE LINE ACROSS THE PROPERTY OF STANLEY J. STRAUGH, JULY 29, 1954." - - UNDERGROUND SEWER LINE OVERHEAD WIRE 17. MAP TITLED "LOCATION OF RIGHT OF WAY OF THE CONNECTICUT LIGHT AND POWER COMPANY UNDERGROUND ELECTRIC LINE ACROSS THE PROPERTY OF STEVEN DZEN, JULY 28, 1954." UNDERGROUND GAS LINE UNDERGROUND WATER LINE 18. MAP TITLED "LAND TO BE ACQUIRED FROM SAMUEL D. AND BERTHA MAE EVANS, TOWN OF UNDERGROUND TELEPHONE LINE SOUTH WINDSOR, CONNECTICUT. NOVEMBER 18, 1964. MAP NUMBER 17292." STONE WALL TREE LINE 19. MAP TITLED "PLAN SHOWING LAND TO BE ACQUIRED FROM JOHN DZEN ET AL, TOWN OF SOUTH STREAM WINDSOR, CONNECTICUT. NOVEMBER 25, 1973. MAP NUMBER 184411." WETLAND EDGE PROPERTY LINE EASEMENT LINE STATE FREEWAY LINE STATE HIGHWAY LINE CITY/TOWN LAYOUT LINE - ZONING BOUNDARY LINE SHRUBS DECIDUOUS TREE EVERGREEN TREE MARSH AREA General Notes THE PROPERTY LINES SHOWN ON THIS PLAN ARE BASED UPON AN ACTUAL FIELD SURVEY CONDUCTED BY VHB IN DECEMBER 2005. THIS EXISTING CONDITIONS SHOWN ON THIS PLAN WERE DEVELOPED FROM AN AERIAL PHOTOGRAMMETRIC MAPPING BY EASTERN TOPOGRAPHICS, INC, BASED OF AERIAL PHOTOGRAPHS TAKEN ON APRIL 6, 1999 AT THE TIME OF OUR FIELD SURVEY, THE SITE WAS PARTIALLY COVERED BY SNOW AND ICE. ACCORDINGLY, ALL GROUND FEATURES MAY NOT BE SHOWN. AN UPDATED SURVEY IS RECOMMENDED UPON COMPLETE SNOW MELT. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT. ACCORDINGLY, ALL ENCUMBRANCES MY NOT BE SHOWN. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON FIELD OBSERVATIONS AND INFORMATION OF RECORD. THEY ARE NOT WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS PLAN. HORIZONTAL DATUM IS BASED ON CT GRID SYSTEM, NAD 83. ELEVATIONS SHOWN ON THIS PLAN REFER TO THE NAVD OF 1988. LOT 3 LIES WITHIN ZONE C (AREA OF MINIMUM FLOODING) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR THE TOWN OF SOUTH WINDSOR, CONNECTICUT COMMUNITY PANEL NUMBER 090036 0004E, EFFECTIVE DATE DECEMBER 16,2005. THE WETLANDS SHOWN ON THIS PLAN WERE DELINEATED BY VHB, INC., AND FIELD SURVEYED BY VHB IN MAY 2005. Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 54 Tuttle Place Middletown, Connecticut 06457 860-632-1500 • FAX 860-632-7879 No. I Revision Designed by Drawn by / CAD checked by CCD I \PProved by Scale Not to Scale fate January 12, 2006 Project Title Connecticut Fight and and Power company Barber Hill Road South Windsor, Connecticut Issued for Map 115 Lot 26 Map 127 Lot 3 Map 128 Lot 12 Drawing Title Legend - NotOs Map References sp, Cr\ M a -3 NO. 70118 SURVE Drawing Number Sv-2 Sheet of 2 2 Project Number 41095