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HomeMy WebLinkAboutPlansTAX MAP 33 PARCEL 39 AREA: 5.42± Acres OAK MF216 CLEAR BRUSH AND INSTALL 1301 S.F. MODIFIED RIPRAP. INLET PROTECTION PAD. DEPTH OF PAD APPROX. 12. HAND PLACE ON CHANNEL SIDESLOPES. Q N/F INV=126.25 O CHARLES E. JR. & � TAMARA M. VAILL 2 VOLUME 360, PAGE 921 (REFERENCE MAP C) J j WOOD FRAME PLANTER (ENCROACHMENT) SHED OF DRIVE � �OACHMENT) RBF SET WF45m 0 WF23b cs � o , --- 0 0 TEMP _ I STOCK 0 ; AREA cn m WF26b m x m RBR SET 9n WF17n WF47m' PROPOSED �- SILT FENCE REPLACE EXISTING FAILED CMP WITH NEW 36" RCP WITH FLARED END SECTIONS, AS SHOWN. (SEE INSTALLATION DETAILS) INV=126.10 WF21 n CLEAR BRUSH AND INSTALL 520E MODIFIED RIPRAP OUTLET PROTECTION PAD. DEPTH OF PAD APPROX. 12". '3 HAND PLACE ON CHANNEL SIDESLOPES. �O� ZF` N /F MTIC ACQUISITIONS, LLC VOLUME 412, PAGE 205 RBF SET CONSTRUCTION NOTES: 1. ALL WORK PROPOSED IS EXPECTED TO TAKE NO LONGER THAN 1-2 DAYS. 2. WATERCOURSE IN QUESTION IS INTERMITTENT. AS SUCH, ALL WORK SHALL BE DONE WHEN THE WATERCOURSE IS COMPLETELY DRY AND NO PRECIPITATION IS FORECASTED FOR A MINUMIM OF 72 HOURS. J. THE OUTLET PROT FCTIION APRON SHALL. BE CONSTRUCTED OF MODIFIED RIPRAP TO DEPTH OF APPROX. 12 INCHES. INTIAL APRON PLACING MAY BE DONE BY NECHMCAL MEANS, HOWEVER THE FINAL APRON GRAAAT 1ON SHALL BE COMPLETED BY HAND PLACING. APRON SHALL EXTEND UP EXISTING CHANNEL SIDESLOPES. SIDESLOPES TO BE GRADED TO 2:1 OR FLATTER. REMOVE SCRUB TREES/BRUSH, AS REQUIRED TO INSTALL APRON. APRON TO BE INSTALLED AT 0.5X - 1.OX SLOPE UNTIL DOWNSTREAM EXISTING GRADE IS MET. 4. PIPE LENGTH AS SHOWN IS APPROXIMATELY 24 FEET, PLUS STANDARD CONCRETE FLARED END SECTIONS ON EACH END OF THE PIPE: SLOPE FROM EDGE OF DRIVEWAY TO FLARED END SECTIONS SHALL NOT EXCEED 3:1 SLOPE: CONTRACTOR TO MODIFY PIPE LENGTH ACCORDINGLY TO ACHIEVE 3:1 SLOPE, 5. UPSTREAM DISTURBANCE TO BE KEPT TO A MINIMUM BY INSTALLING NEW PIPE AND FLARED END IN EXISTING CHANNEL THOSE AREAS DISTURBED SHALL BE STABILIZED WITH JUTE NEMNG. APPLIED AS PER MANUFACTURER RECOMMENDATIONS, OR W17H 2" CRUSHED STONE: 6. DOWNSTREAM DISTURBANCE SHALL BE STABIUZED WITH THE OUTLET PROTECTION APRON. STABILIZE SLOPE BETWEEN DRIVEWAY AND FLARED END WITH JUTE NETTING (SEE NOTE ABOVE) OR 2" CRUSHED STONE: ELEVATION TABLE: UPSTREAM PIPE INVERT 12225 126.25 PIPE INVERT UNDER UPSTREAM END OF DRIVEWAY UNKNOWN 126.20 DOWNSTREAM PIPE INVERT 12Z15 126.10 FINISH DRIVEWAY GRADE AT CROSSING 130.22 130.50 PIPE TO BE LAID AT 0.5% SLOPE. FLARED END SECTIONS TO BE LAID BETWEEN 0% AND 1Z. DEPENDING ON FIELD CONDITIONS. THE INTENT IS TO MINIMIZE DISTURBANCE: PIPE SECTION (NOT TO SCALE) DRIVEWAY: ELEV. 130.75 1.0. COMPACTED -�- PROCESSED GRAVEL AND/OR ASPHALT 2' 5. SPRINGUNE CLASS Ill �� E 36 COMPACTED 3/4" RCP CRUSHED STONE LOOSELY PLACED 0.5' PROCESSED GRAVEL 6.5' APPROX. LIMIT OF EXCAVATION PIPE INSTALLATION NOTES: 1. NEW PIPE SHALL BE CLASS 111 REIIIFORCED CONCRETE WITH BELL & SPIGOT ENDS AND RUBBER OR FLEXIBLE PLASTIC JOINTS. 2. BEDDING UNDER PIPE SHALL BE 6* LOOSELY PLACED PROCESSED GRAVEL 3. PROVIDE 3/4" CRUSHED STONE (COMPACTED) FROM BEDDING LAYER TO SPRINGLINE OF PIPE. 4. BEDDING FROM SPRINGLINE TO TOP OF PIPE SHALL BE COMPACTED PROCESSED GRAVEL 5. PROVIDE MIN. 1' PROCESSED GRAVEL COVER OVER PIPE. COMPACTED ASPHALT PLACED OVER PROCESSED GRAVEL IS ACCEPTABLE SO LONG AS 1* MIN. IS ACHIEVED BETWEEN A COMBINATION OF PROC. GRAVEL AND ASPHALT. 1 ' OF COVER IS OVER MAIN PIPE RUN. BELL SECTION OF PIPE WILL HAVE SLIGHTLY LESS COVER. 6. REFER TO THE "ELEVATION TABLE" FOR DETAILED PROPOSED PIPE, DRIVEWAY, AND FLARED END ELEVATIONS. INLAND WETLAND DISTURBANCE: LOCATION UPSTREAM OF DRIVEWAY: 1301 S.F. DIRECT WETLAND DISTURBANCE DOWNSTREAM OF DRIVEWAY: 520.* S.F. DIRECT WETLAND DISTURSANCE REIIMVNIDER OF PROTECT. 3001 S.F. OF UPLAND REVIEW AREA DISTURBANCE P LAN 2'-10" 5'-3' SECTION X -X NOTE: 1. FILTER FABRIC SHALL BE ">/IIRAFI "SILT FENCE", EXXON GTF 180, AMOCO 1380, OR APPROVE=D EQUAL. END VIEW SILTFENCE BARRIER- NOTTO SCALE GENERAL NOTES 1. SURVEY DATA PROVIDED BY THE MOHEGAN TRIBAL GOVERNMENT. 2. ALL FILL MATERIAL SHALL BE CLEAN AND FREE OF STUMPS, ROOTS, ORGANICS, CONSTRUCTION DEBRIS AND/OR TOPSOIL. 3. ALL GRAVEL SHALL BE IN CONFORMANCE WITH CT DOT SPECIFICATIONS. 4. ALL EXISTING UTILITIES SHALL BE ACCURATELY LOCATED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL UTILIZE "CALL -BEFORE -YOU --DIG" SERVICES AT 1-800-922-4455 PRIOR TO CONSTRUCTION. 5. NO REVISION TO THIS DESIGN SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE DESIGN ENGINEER. 6. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO PROPERLY MAINTAIN THE PROPOSED PIPE. MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO, THE B1 -ANNUAL CONDITION INSPECTION OF THE PIPE (AND CORRECTIVE ACTION IF REQUIRED), REMOVAL OF ACCUMULATED UPSTREAM AND DOWNSTREAM DEBRIS AND SEDIMENT, REPLACING AND/OR REALIGNING STONES IN AND AROUND THE INLET AND OUTLET, AND CORRECTING SIDE SLOPE EROSION BETWEEN THE DRIVEWAY AND PIPE CROWN ON BOTH SII)ES OF THE DRIVEWAY. SURVEY NOTES 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-30OB-1 THROUGH 20-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "IMPROVEMENT LOCATION SURVEY"; THE BOUNDARY DETERMINATION CATEGORY IS "RESURVEY" BASED ON THE MAP REFERENCED HEREON; THIS SURVEY CONFORMS TO HORIZONTAL CLASS "D" AND TOPOGRAPHIC "T-2" STANDARDS OF ACCURACY. THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH, LIMITED FIELD MEASUREMENTS AND OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIEI_D SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. NORTH ORIENTATION IS 1983 NORTH AMERICAN DATUM (NAD83). VERTICAL DATUM IS 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). 2. ALL SUBTERRANEAN 11 FATURES AND IMPROVEMENTS HAVE NOT BEEN NOTED OR DEPICTED HEREON. 3. THIS PROPERTY IS LOCATED IN AN R40 ZONING DISTRICT. 4. FOR BOUNDARY LINES AND WETLANDS DELINEATION, REFERENCE IS MADE TO A PLAN ENTITLED: "PROPERTY SURVEY PREPARED FOR THE MOHEGAN TRIBE OF INDIANS OF CONNECTICUT DERRY HILL ROAD MONTVILLE, CONNECTICUT SCALE: 1 "=50' FEBRUARY 2008 JOB I.D. NO. 07-1578" BY BOUNDARIES, LLC 5. RECORD TITLE TO THIS PARCEL IS REFERENCED TO A WARRANTY DEED FROM CHARLES E. VAILL AND JOAN M. VAILL TO MTIC ACQUISITIONS, LLC, DATED AUGUST 5, 2003, RECORDED IN TOWN OF MONTVILLE LAND RECORDS VOLUME 412, PAGE 205. 6. THIS PROPERTY IS KNOWN AS MAP 33 LOT 39 OF THE TOWN OF MONTVII_LE LAND RECORDS. 7. LIMITS OF INLAND WETI-ANDS WERE DELINEATED BY DEMIAN A. SORRENTINO, C.S.S. DURING 2008. BENCHMARK TO BE PROVIDED BY THE MOHEGAN TRIBAL GOVERNMENT PRIOR TO CONSTRUCTION. LEGEND NOTE unury POLE `-- 1. CULVERT END (FLARED END) SECTIONS SHALL \140 DERRY ` CONFORM TO CONNECTICUT DEPARTMENT OF SNE `.HILL ROAD S N E TTRANSPORTATION STANDARD SPECIFICATION ENGLAW TELEPHONE I �`' S N F T FORM 814A SECTION: M.08.01-22. t t PERR'V 809 aA s 810 ADUM OR s °°' "` S.F. SQUW FELT cow COMCRIE-M __ �---�.. DH DRILL HOLE ASSUME NOT TO SCALE N/F NOW OR FOR AMY STREETLI N E I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. /Zv r i . DL INIAN A. SORRENTINO, C&S DATE 'TO MY KNOWLEDGE AND BEIJEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.' 70125 7/18/2016 STEVEN R. MARIEN, LS LICENSE NO. DATE NO. I DATE I REVISION DESCRIPTION 1 7/15/16 AS PER TOWN COMMENTS r -r-"AWING IS NOT AUTHEtJTC WITHOUT THE STAMP OR SEAL OF THE ENGINEER: BARRY ELLISON JR., P.E. CT PE _'-'ENSE NO. 24324 41. a� 20 40 DRAWING TITLE Scale: I"= 20 feet DRIVEWAY CULVERT REPLACEMENT PLAN SHEET N0. DATE DRAWING SCALE DESIGN ENG. • -A iance 1 OF 1 11/25/13 1"=20' BEE PREPARED FOR v' I Engineering, LLC ns • Subdivisions* Plot Plans* Septic Systems MOHEGAN TRIBAL GOVERNMENT 8 7amies Way DRIVEWAY CULVERT REPLACEMENT PL Oadale, CT 06370 AT 140 DERRY HILL ROAD (860) 334-6050 UNCASVILLE, CT Lmail: alliancecivil@sbcglobal.net WELL wT_ WEnAND RAG a CAMH a4M sO SNOMY U4M%X E #A&V KnAW COIWWG/G PIPE CPP CORRUGATED PL 4SIIIC PIPE CMP COMWCATED METAL PIPE 20 40 DRAWING TITLE Scale: I"= 20 feet DRIVEWAY CULVERT REPLACEMENT PLAN SHEET N0. DATE DRAWING SCALE DESIGN ENG. • -A iance 1 OF 1 11/25/13 1"=20' BEE PREPARED FOR v' I Engineering, LLC ns • Subdivisions* Plot Plans* Septic Systems MOHEGAN TRIBAL GOVERNMENT 8 7amies Way DRIVEWAY CULVERT REPLACEMENT PL Oadale, CT 06370 AT 140 DERRY HILL ROAD (860) 334-6050 UNCASVILLE, CT Lmail: alliancecivil@sbcglobal.net y. v,. k r s CONSTRUCDON NOTES: 1. ALL WORK PROPOSED IS EXP ECTED TD TAKE NO LONGER THAN 1-2 DAYS. ` a 2. WATERCOURSE IN QUESTION IS INTERMITTENT: AS SUCH, ALL WORK SHALL t BE DONE WHEN THE WATERCOURSE IS COMPLETELY DRY AND NO . PRECIPITATION 1S FORECASTED FOR A MINUMIM OF 72 HDQRS. J. THE OUTLET PROTECTION APRON SHALL BE CONSTRUCTED OF MODIFIED ` TAX MAP- PA EL RIPRAP TO DEPTH OF APPROX. 12 INCHES. INTIAL APRON PLACING MAY BE DONE BY MECHANICAL MEANS, HOWEVER THE FINAL APRON GRADATION `39 SHALL BE COMPLETED BY HAND PLACING. APRON SHALL EXTEND UP —1 • `, EXISTING CHANNEL SIDESLOPES. SIDESLOPES TO BE GRADED TO 2:1 OR ` FLATTER. REMOVE SCRUB TREES/BRUSH, AS REQUIRED TO INSTALL AREA. ACRESAPRON. APRON TD BE INSTALLED - AT 0.5% 1.07 SLOPE UNTIL 0 DOWNSTREAM EXISTING GRADE IS MET. 1842��,58'+ �` 4 PIPE LENGTH AS SHOWN !S APPROXIMATELY 24 FEET, PLUS STANDARD OAK 'T CONCRETE FLARED END SECTIONS NS ON EACH END OF THE PIPE SLOPE _ FROM EDGE OF DRIVEWAY TO FLARED END SECTIONS SHALL NOT EXCEED - 0 MODIFY PIPE LENGTH ACCORDINGLY TOWF45r WF21b 3. 1 SLOPE- CONTRACTOR 7 --�, ACHIEVE _ EVE 3.1 SLOPE. £t i r r -p I` }y: 5. UPSTREAM DISTURBANCE TO BE KEPT TO A MINIMUM BY INSTALLING NEW PIPE AND FLARED END 1N EXISTING CHANNEL, THOSE AREAS DISTURBED r. " SHALL BE STABILIZED WITH JUTE NETTING, APPLIED AS PER O MANUFACTURER RECOMMENDATIONS, OR WITH 2 CRUSHED STONE f MANU S . t rV� wF23b f �6. 1 DOWNSTREAM DISTURBANCE SHALL BE STABILIZED WITH THE OUTLET Cs PROTECTION APRON. STABILIZE SLOPE BETWEEN DRIVEWAY AND FLARED c .n -_-- -_ --- C? Y END WITH JUTE NETTING (SEE NOTE ABOVE) OR 2" CRUSHED STONE. WF47m, WF29b = ELEVATION TABLE: LOCATION EXISTING ELEV. PROPOSED ELEV. M REPLACE EXISTING FAILED CMP WITH NEW 36" RCP WITH UPSTREAM PIPE INVERT 127.25 126.25 oA FLARED END SECTIONS AS SHOWN. `�. N/F WF49m PIPE INVERT UNDER UPSTREAM (SEE INSTALLATION DETAILS) `''�,r END OF DRIVEWAY UNKNOWN 126.20 WF26b Ca WF19n s CHs ARLESE. JR. & DOWNSTREAM PIPE INVERT 127.15 126.10 't '-- ,, FINISH DRIVEWAY GRADE TAMARA M. VAIL wFSrm ' AT CROSSING 130.22 130.50 . - ; - ; VOLUME 360, PACE 2 NOTE: PIPE TO BE LAID AT 0.5% SLOPE. FLARED END SECTIONS TO BE LAID s BETWEEN 07 AND 17o, DEPENDING ON FIELD CONDITIONS. THE INTENT IS TO REI^ E R E N C E MAP C w MINIMIZE DISTURBANCE. M�,. `t..._ © INSTALL 37LONG MdDIFIED RIPRAP » r OUTLET PROTECTION PAD. MATCH EXISTING CHANNEL LIMITS. DEPTH INLAND WETLAND DISTURBANCE: ,c OF PAD APPROX. 12" : HANDPLACE '- : WOOD R A ©N ON CHANNEL SIDESLOPES. ME PL/ I ' LOCATION r y - r ~� ` WF2tn (ENCROACHMENT)INFI 7n ___ __..� t UPSTREAM OF DRIVEWAY: 130± S.F. DIRECT WETLAND DISTURBANCE � DOWNSTREAM OF DRIVEWAY: 520± S.F. DIRECT WETLAND DISTURBANCE REMAINDER OF PROJECT: 300± S.F. OF UPLAND REVIEW AREA DISTURBANCE �f f y � f , r 1 1 SHEDt , i N` , y i GENERAL NOTES 1. SURVEY DATA PROVIDED BY THE MOHEGAN TRIBAL GOVERNMENT. 2. ALL FILL MATERIAL SHALL BE CLEAN AND FREE OFT CONSTRUCTION UMP ,ROOT , S ORGANICS, N RUCTION DEBRIS AND/OR TOPSOIL. 3. ALL GRAVEL SHALL BE IN CONFORMANCE WITH CT DOT SPECIFICATIONS. r r HOUSE '1 ; 1 ��`� �`' �''���� � `S� ���� 4 ALL EXISTING UTILITIES /Q - ES SHALL BE ACCURATELY LOCATED PRIOR TO 'Q CONSTRUCTION. THE CONTRACTOR SHALL UTILIZE ` "CALL -BEFORE -YOU -DIG" SERVICES AT 1-800-922-4455 PRIOR TO ` CONSTRUCTION. y - 1 Q B R EDGE 0E DRIVE 5NO RE VISION TO THIS DESIGN SHALL BE MADE WITHOUT THE WRITTEN L OF THE DESIGN ENGINEER. (ENCROACHMENSET _ , - - 6 H PROPERTY OWNER TO PROPER IT IS THE RESPONSIBILITY OF THE OP LY MAINTAIN THE PROPOSED PIPE. MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO, THE BI -ANNUAL CONDITION INSPECTION OF THE PIPE (AND t CORRECTIVE ACTION IF REQUIRED), REMOVAL OF ACCUMULATED UPSTREAM AND DOWNSTREAM DEBRIS AND SEDIMENT, REPLACING AND/OR REALIGNING STONES IN AND AROUND THE INLET AND OUTLET, AND CORRECTING SIDE SLOPE EROSION BETWEEN THE DRIVEWAY AND PIPE - CROWN ON BOTH SI .. '` DES OF THE DRIVEWAY. RB . w. s SET w. .......... -� BENCHMARK TO BE PROVIDED BY THE MOHEGAN TRIBAL GOVERNMENT PRIOR TO CONSTRUCTION. STREETLINE DATE I REVISION DESCRIPTION THIS DRAWING IS NOT AUTHENTIC WITH OUT THE STAMP OR SEAL OF THE ENGINEER: BARRY EW SON JR., P.E. CT PE UCENSE NO. 24324 r PIPE SECTION (NOT TO SCALE) DRIVEWAY. • ELEV. 130.75 1.0' COMPACTED PROCESSED GRAVEL ANDIOR ASPHALT 5.2' CLASS Illi© (SPRINGLINE 36„ SPRINGLINE COMPACTED 3/4" RCP CRUSHED STONE LOOSELY PLACED 0.5' � � � � P o � � PROCESSED GRAVEL 6.5' APPROX. LIMIT OF EXCAVATION PIPE INSTALLATION NOTES: 1. NEW PIPE SHALL BE CLASS il! REINFORCED CONCRETE WITH BELL & SPIGOT ENDS AND RUBBER OR FLEXIBLE PLASTIC JOINTS, 2, BEDDING UNDER PIPE SHALL BE 6" LOOSELY PLACED PROCESSED GRAVEL. 3. PROVIDE 314" CRUSHED STONE (COMPACTED) FROM BEDDING LAYER TO SPRINGLINE OF PIPE. 4. BEDDING FROM SPRINGLINE TO TOP OF PIPE SHALL BE COMPACTED PROCESSED GRAVEL. 5. PROVIDE MIN. I' PROCESSED GRAVEL COVER OVER PIPE. COMPACTED ASPHALT PLACED OVER PROCESSED GRAVEL IS ACCEPTABLE SO LONG AS I' MIN, IS ACHIEVED BETWEEN A COMBINATION OF PROC. GRAVEL AND ASPHALT. 1' OF COVER IS OVER MAIN PIPE RUN. BELL SECTION OF PIPE WILL HAVE SLIGHTLY LESS COVER. 6" REFER TO THE "ELEVATION TABLE" FOR DETAILED PROPOSED PIPE, DRIVEWAY, AND FLARED END ELEVATIONS. I X 6'-0" PLAN 2'-10" 5'-3" I SECTION X -X 1 15" NOTE: I. CULVERT END (FLARED END) SECTION SHALL CONFORM TO CONNECTICUT DEPARTME T OF TRANSPORTATION STANDARD SPECIFICATION FORM 814A SECTION: M.08.01-22. BLARED END NOT TO SCALE �1 L MHOTT- 0, 1;j 20 40 DRAWING TITLE Stale: V= 20 et DRIVEWAY CULVERT R-EPLACEMENT PLAN f SHEET NO. DATE DRAWING SCALE DESIGN ENG. liance 1 OF 1 11/25/13 1 "=20' BEE Civil Engineering, LLC PREPARED FOR Site Plans • Subdivisions • Plot Plans • Septic Systems MOHEGAN TRIBAL GOVERNMENT !` S 7anfies Way DRIVEWAY CULVERT REPLACEMENT PLAN Oadafe, CT 06370 AT 140 DERRY HILL ROAD (860) 334-6050 UNCASVILLE, CT Email: alliancecivfl�sbcglobal.net 19 �w y Ik .• y2' 1 nlY— ! J.`tv INCHED i DELTA=30'00'00"GRANITE - ' Ll � S CHD=25.88' MS REC - CH BRG=N 17* 12'02 "E IV r - WALTER F. KENNEY & VIRGINIA C. KENNEY VOLUME 131, PAGE 428 (REFERENCE MAP B) N F MTIC ACQUISITIONS, LLC VOLUME 396, PAGE 944 N F MOHEGAN HILL DEVELOPMENT, LLC VOLUME 476, PAGE 987 DH N87 -45'45"E 200.00' y, REC (REFERENCE ONLY) N/F CHRISTINE DUPONT VOLUME 324, PAGE 39 (REFERENCE MAP D) LOC.114 � rlON.T4..AP SCALE: 1" = 3000' SURTEY W0 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "PROPERTY SURVEY", THE BOUNDARY DETERMINATION CATEGORY IS "RESURVEY", THE HORIZONTAL ACCURACY CONFORMS TO CLASS "A-2'; IT IS INTENDED TO BE USED FOR PROPERTY LINE DELINEATION. 2. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS HAVE NOT BEEN NOTED OR DEPICTED HEREON. J. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON JANUARY 29, 2008. THE FIELD SURVEY OF THE SUBJECT PARCEL WAS COMPLETED ON FEBRUARY 15, 2008. 4. RECORD TITLE TO THIS PARCEL IS REFERENCED TO A WARRANTY DEED FROM CHARLES E. VAILL AND JOAN M. VAILL TO MTIC ACQUISITIONS, LLC, DATED AUGUST 5, 2003, RECORDED IN TOWN OF MONTVILLE LAND RECORDS VOLUME 412, PAGE 205. 5. LIMITS OF INLAND WETLANDS WERE DELINEATED BY DEMIAN A. SORRENTINO, C.S.S.. 6. CONNECTICUT GRID COORDINATES FOR THE SURVEY CONTROL POINTS, WERE SUPPLIED BY THE MOHEGAN TRIBAL GOVERNMENT, CAD DOCUMENT CONTROL DIVISION. 7. EXISTENCE OF THIS CART PATH INDICATES POSSIBLE UNRECORDED RIGHTS TO PASS AND REPASS. REFERENCE .MAPS `SET cn A. "RESUBDIVISION PLAN, PROPERTY OF CHARLES VAILL, 140 DERRY HILL ROAD, UNCASVILLE, GT., SEWER EASEMENT 1N N \ 23 37m UTILITY POLE –�lw / ,:./ REVISED 3/5/99, SCALE: 1 "=50; KING & MULLEN LAND SURVEYORS." MAP #1685. FAVOR OF THE TOWN j i\ B. "FINAL MAP SHOWING SUBDIVISION, ALFRED RAAB, BUILDER, TOWN OF MONTVILLE, SCALE: 1`50', ,+ =50 , �- - GUYWIRE OF MONTViLLE o % r AREA: 7045± S.F. NOV. 1965, " (NO SIGNATURE). MAP 1252. SNET SOUTHERN NEW STEEL (VOLUME 157, PAGE 419) \' — — -� `, CRUSHED CMP ENGLAND TELEPHONE PIN REC (36"HIGH X 48"WIDE) t uo "FINAL FINAL SUBDIVISION MAP, PROPERTY OF ALFRED RAAB, SCALE: 1"-50', DATE: 11/11/74, BERNARD f MORE OR LESS / Nf F ` 19n 49m " RBR 2sn F STONE & ASSOC. INC. MAP VOLUME 2, PAGE 29. REC RECOVERED S s SET CHARLES E. JR. & S. F. SQUARE FEET p $BIC' �, TAMARA M. VAILL 2 m �- 51m 55m D. "PLAN OF PROPERTY FOR JOHN L. JR. AND ALICE BLATTI_ER IN THE TOWN OF MONTVILLE, SCALE: STONE WALL S87' 15'00'W 109.06 VOLUME 360, PAGE 921 Z c7 cs� �'' 57m 1 = 60FT, BY CHANDLER & PALMER, MAY 1959, NORWICH, CONN.- MAP 1171. R8R P-AR,CEl �'- \ SET p RBR I N CTi (REFERENCE MAP C) �? o . N • ANGLE POINT SET o �� RBR SET 4 PVC O o JP IRON PIPE STEEL I RBR m WOOD FRAti9f= PLANTER 21 n PIN REC ° o SET TOTAL (ENCROACHA.fEN L) 17n 53m 59 MS MERESTONE 109.06 (TOTAL) RBR REBAR ` S8T15'00"W 0.4' y o fI CONC CONCRETE II IP REC 24 "RCP DH DRILL HOLE p 3.07' o SHED 4"PVC o O i5n 23n N/F NOW OR FORMERLY N F WOOD RAIL I \� I FENCE WELL p GEDEON H. & CINDERBLOCK �. o O g"PVC 25n N F o LAURA M. PELLAND Q CULVERT W/-- IOc WETLAND FLAG / R=30.00 �. METAL GRATE PHILLIP A. ORBS & o n VOLUME 109, PAGE 370 n o L=46.04' HOUSE GRAPHIC SCALE pn CATCH BASIN PAULA S. ORBS `� Nf F TAN=28.94' o t 2n VOLUME 307, PAGE 10 z z CARL H. & i DELTA=8T55'48" RBR ` so 0 2s ga ,� z� SANITARY MANHOLE O EDGE OF DRIVE S (RE ERENGE MRP B) m° DIANNE K. DOBRATZ –CHD=41.6,5' (ENCROAGHMENT)l SET 28n INLAND WETLAND p S VOLUME 132, PAGE 1141 CH BRG–N41 06 54 E �j RRIP AP o (REFERENCE MAP C) r ' !T N 729102.96 OVERHEAD WIRES RBR „SPP �� -- f- �� ( IN FEET p 9n E 1180161.64 RBR _ -� ' I I I inch = 50 ft. RCP REINFORCED CONCRETE PIPE o SET 165.59' SET 4n 149 :2' RBR SET n 30n r 30 "CPP CPP CORRUGATED PLASTIC PIPE p N88 02 14 'W – ` CMP CORRUGATED METAL PIPE ° _._.- � SNET < o ..�-- - — - - -- _ N88'02'14"W - �� N y __ SNET _ Y T ,�, 808 SNc T a SNET _ SNET ° os 810 J-T-LL(811 jo ✓ZD mJ 813 L.L.C. LAND SURVEYING - HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. Box 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 O 2008 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR 0WNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. DEMIAN A. SOR,RENTINO, C.S.S. DATE 'TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." SEAN T. BROOKS L.S. 70234 LICENSE NO. DATE PROPERTY SURTE"Y_�_'___ PREPARED FOR TJ__fE .MOJ�fEGAW BRIBE OF lJVD1,AJVS OF COWWECTICUT' DERRY HILL ROAD MONTVILLE, CONNECTICUT SCALE: 7"=50' FEBRUARY 2008 JOB I.D. NO. 07-1578 w �c w � N/F N/F JOSEPH P. & MARI LYN J. MCFARLAND & Nf F DONNA M. MACKSTUTIS o GEORGE R. McFARLAND o CAROLE SIRPENSKI VOLUME 479, PAGE 367 ` CO—TRUSTEES VOLUME 333, PAGE 820 � VOLUME 178, PAGE 475 (REFERENCE MAP B) (REFERENCE MAP B) (REFERENCE MAP 8) ^- O N 1 nlY— ! J.`tv INCHED i DELTA=30'00'00"GRANITE - ' Ll � S CHD=25.88' MS REC - CH BRG=N 17* 12'02 "E IV r - WALTER F. KENNEY & VIRGINIA C. KENNEY VOLUME 131, PAGE 428 (REFERENCE MAP B) N F MTIC ACQUISITIONS, LLC VOLUME 396, PAGE 944 N F MOHEGAN HILL DEVELOPMENT, LLC VOLUME 476, PAGE 987 DH N87 -45'45"E 200.00' y, REC (REFERENCE ONLY) N/F CHRISTINE DUPONT VOLUME 324, PAGE 39 (REFERENCE MAP D) LOC.114 � rlON.T4..AP SCALE: 1" = 3000' SURTEY W0 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-3008-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY IS "PROPERTY SURVEY", THE BOUNDARY DETERMINATION CATEGORY IS "RESURVEY", THE HORIZONTAL ACCURACY CONFORMS TO CLASS "A-2'; IT IS INTENDED TO BE USED FOR PROPERTY LINE DELINEATION. 2. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS HAVE NOT BEEN NOTED OR DEPICTED HEREON. J. LAND RECORD AND RELATED RESEARCH WAS COMPLETED ON JANUARY 29, 2008. THE FIELD SURVEY OF THE SUBJECT PARCEL WAS COMPLETED ON FEBRUARY 15, 2008. 4. RECORD TITLE TO THIS PARCEL IS REFERENCED TO A WARRANTY DEED FROM CHARLES E. VAILL AND JOAN M. VAILL TO MTIC ACQUISITIONS, LLC, DATED AUGUST 5, 2003, RECORDED IN TOWN OF MONTVILLE LAND RECORDS VOLUME 412, PAGE 205. 5. LIMITS OF INLAND WETLANDS WERE DELINEATED BY DEMIAN A. SORRENTINO, C.S.S.. 6. CONNECTICUT GRID COORDINATES FOR THE SURVEY CONTROL POINTS, WERE SUPPLIED BY THE MOHEGAN TRIBAL GOVERNMENT, CAD DOCUMENT CONTROL DIVISION. 7. EXISTENCE OF THIS CART PATH INDICATES POSSIBLE UNRECORDED RIGHTS TO PASS AND REPASS. REFERENCE .MAPS `SET cn A. "RESUBDIVISION PLAN, PROPERTY OF CHARLES VAILL, 140 DERRY HILL ROAD, UNCASVILLE, GT., SEWER EASEMENT 1N N \ 23 37m UTILITY POLE –�lw / ,:./ REVISED 3/5/99, SCALE: 1 "=50; KING & MULLEN LAND SURVEYORS." MAP #1685. FAVOR OF THE TOWN j i\ B. "FINAL MAP SHOWING SUBDIVISION, ALFRED RAAB, BUILDER, TOWN OF MONTVILLE, SCALE: 1`50', ,+ =50 , �- - GUYWIRE OF MONTViLLE o % r AREA: 7045± S.F. NOV. 1965, " (NO SIGNATURE). MAP 1252. SNET SOUTHERN NEW STEEL (VOLUME 157, PAGE 419) \' — — -� `, CRUSHED CMP ENGLAND TELEPHONE PIN REC (36"HIGH X 48"WIDE) t uo "FINAL FINAL SUBDIVISION MAP, PROPERTY OF ALFRED RAAB, SCALE: 1"-50', DATE: 11/11/74, BERNARD f MORE OR LESS / Nf F ` 19n 49m " RBR 2sn F STONE & ASSOC. INC. MAP VOLUME 2, PAGE 29. REC RECOVERED S s SET CHARLES E. JR. & S. F. SQUARE FEET p $BIC' �, TAMARA M. VAILL 2 m �- 51m 55m D. "PLAN OF PROPERTY FOR JOHN L. JR. AND ALICE BLATTI_ER IN THE TOWN OF MONTVILLE, SCALE: STONE WALL S87' 15'00'W 109.06 VOLUME 360, PAGE 921 Z c7 cs� �'' 57m 1 = 60FT, BY CHANDLER & PALMER, MAY 1959, NORWICH, CONN.- MAP 1171. R8R P-AR,CEl �'- \ SET p RBR I N CTi (REFERENCE MAP C) �? o . N • ANGLE POINT SET o �� RBR SET 4 PVC O o JP IRON PIPE STEEL I RBR m WOOD FRAti9f= PLANTER 21 n PIN REC ° o SET TOTAL (ENCROACHA.fEN L) 17n 53m 59 MS MERESTONE 109.06 (TOTAL) RBR REBAR ` S8T15'00"W 0.4' y o fI CONC CONCRETE II IP REC 24 "RCP DH DRILL HOLE p 3.07' o SHED 4"PVC o O i5n 23n N/F NOW OR FORMERLY N F WOOD RAIL I \� I FENCE WELL p GEDEON H. & CINDERBLOCK �. o O g"PVC 25n N F o LAURA M. PELLAND Q CULVERT W/-- IOc WETLAND FLAG / R=30.00 �. METAL GRATE PHILLIP A. ORBS & o n VOLUME 109, PAGE 370 n o L=46.04' HOUSE GRAPHIC SCALE pn CATCH BASIN PAULA S. ORBS `� Nf F TAN=28.94' o t 2n VOLUME 307, PAGE 10 z z CARL H. & i DELTA=8T55'48" RBR ` so 0 2s ga ,� z� SANITARY MANHOLE O EDGE OF DRIVE S (RE ERENGE MRP B) m° DIANNE K. DOBRATZ –CHD=41.6,5' (ENCROAGHMENT)l SET 28n INLAND WETLAND p S VOLUME 132, PAGE 1141 CH BRG–N41 06 54 E �j RRIP AP o (REFERENCE MAP C) r ' !T N 729102.96 OVERHEAD WIRES RBR „SPP �� -- f- �� ( IN FEET p 9n E 1180161.64 RBR _ -� ' I I I inch = 50 ft. RCP REINFORCED CONCRETE PIPE o SET 165.59' SET 4n 149 :2' RBR SET n 30n r 30 "CPP CPP CORRUGATED PLASTIC PIPE p N88 02 14 'W – ` CMP CORRUGATED METAL PIPE ° _._.- � SNET < o ..�-- - — - - -- _ N88'02'14"W - �� N y __ SNET _ Y T ,�, 808 SNc T a SNET _ SNET ° os 810 J-T-LL(811 jo ✓ZD mJ 813 L.L.C. LAND SURVEYING - HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. Box 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 O 2008 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR 0WNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. DEMIAN A. SOR,RENTINO, C.S.S. DATE 'TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." SEAN T. BROOKS L.S. 70234 LICENSE NO. DATE PROPERTY SURTE"Y_�_'___ PREPARED FOR TJ__fE .MOJ�fEGAW BRIBE OF lJVD1,AJVS OF COWWECTICUT' DERRY HILL ROAD MONTVILLE, CONNECTICUT SCALE: 7"=50' FEBRUARY 2008 JOB I.D. NO. 07-1578