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HomeMy WebLinkAboutSite Plan - Phase I Layout Plan1. In General, Lower Case Text Identifies Existing Features/Conditions. 2. IN GENERAL, UPPER CASE' TEXT /DSAWRES PROPOSED FEATURES/CONDMONS 3. UNLESS OTHERWISE SPECIFIED. FOR LOCATION OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TV AND OTHER FACILITIES OF PUBLIC UTILITY COMPANIES, INQUIRE OF "CALL BEFORE YOU DIG, INC." AT 1-800-922-4455. 4. REFERENCE IS MADE TO THE FOLLOWING MAP: CAMP OAKDALE, PROPERTY OF THE TOWN OF MONTVILLE, PERIMETER SURVEY, DATE: OCTOBER 2002, REVISED THROUGH 3/8/07, SCALE: 1"=100', SHEETS 1-3 OF 3, BY LAND SURVEY & TECHNICAL SERVICES 5. EXISTING TOPOGRAPHY BASED ON FIELD SURVEY BY LAND SURVEY & TECHNICAL SERVICES IN OCTOBER, 1996. 6. VERTICAL DATUM IS ASSUMED. 7. INLAND WETLAND SOILS WERE FLAGGED BY RICHARD SNARSKI, CPSS #1975, NEW ENGLAND ENVIRONMENTAL SERVICES, ROUTE 354, SALEM, CT. 06415. 8. SKATEBOARD FEATURES AND RAMPS SHOWN ON THIS DRAWING ARE AS DESIGNED BY JEFF PAPROCKI AND ARE SHOWW FOR GENERAL LAYOUT PURPOSES ONLY. NATHAN L. JACOBSON & ASSOCIATES, INC. DOES NOT ASSUME RESPONSIBILITY FOR THE DESIGN OF THE SPECIFIC SKATEBOARD FEATURES. CAMP OAKDALE MONTVILLE , CONNECTICUT PHASE 1 LAYOUT PLAN CONCEPTUAL DESIGN ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF NATHAN L. JACOBSON & ASSOCIATES, INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND NATHAN L. JACOBSON & ASSOCIATES, INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. Nathan L. Jacobson & Associates, Inc. 86 Main Street P.O. Box 337 Chester, Connecticut 06412-0337 Tel: (860) 526-9591 Fax: (860) 526-5416 www.nija.com Consulting Civil and Environmental Engineers Since 1972 FILE COP" THOMAS H. FENTON, P.E. CT REGISTRATION No. 14400 © COPYRIGHT 2005 NATHAN L. JACOBSON & ASSOCIATES, INC. ALL RIGHTS RESERVED. REVISIONS No. DESCRIPTION DATE 1 REVISE NOTES & ADD WETLAND 3/8/07 FLAG NUMBERS DATE: DECEMBER 18, 2006 SCALE: 1 "=20' PROJECT No.: 08070006 CADD FILE: 08070006SP DESIGNED: THF DRAWN: KLD CHEC'<ED: SHEET No.: 1 OF 3 1. In General, Lower Case Text Identifies Existing Features/Conditions. 2. IN GENERAL. UPPER CASE TEXT MfhWRES PROPOSED f MRES/CONDMONS 3. UNLESS OTHERWISE SPECIFIED. FOR LOCATION OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TV AND OTHER FACILITIES OF PUBLIC UTILITY COMPANIES, INQUIRE OF "CALL BEFORE YOU DIG, INC." AT 1-800-922-4455. 4. REFERENCE IS MADE TO THE FOLLOWING MAP: CAMP OAKDALE, PROPERTY OF THE TOWN OF MONTVILLE, PERIMETER SURVEY, DATE: OCTOBER 2002, REVISED THROUGH 3/8/07, SCALE: 1"=100', SHEETS 1-3 OF 3. BY LAND SURVEY & TECHNICAL SERVICES 5. EXISTING TOPOGRAPHY BASED ON FIELD SURVEY BY LAND SURVEY & TECHNICAL SERVICES IN OCTOBER, 1996. 6. VERTICAL DATUM IS ASSUMED. 7. INLAND WETLAND SOILS WERE FLAGGED BY RICHARD SNARSKI, CPSS #1975, NEW ENGLAND ENVIRONMENTAL SERVICES, ROUTE 354, SALEM, CT. 06415. 8. SKATEBOARD FEATURES AND RAMPS SHOWN ON THIS DRAWING ARE AS DESIGNED BY JEFF PAPROCKI AND ARE SHOWN FOR GENERAL LAYOUT PURPOSES ONLY. NATHAN L. JACOBSON & ASSOCIATES, INC. DOES NOT ASSUME RESPONSIBILITY FOR THE DESIGN OF THE SPECIFIC SKATEBOARD FEATURES. CAMP OAKDALE N.��, FA AM MONTVILLE , CONNECTICUT PHASE 2 LAYOUT PLAN CONCEPTUAL DESIGN ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF NATHAN L. JACOBSON & ASSOCIATES. INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND NATHAN L. JACOBSON & ASSOCIATES, INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. Nathan L. Jacobson & Associates, Inc. 86 Main Street P.O. Box 337 Chester, Connecticut 06412-0337 Tei: (860) 526-9591 Fax: (860) 526-5416 Y X'` www.nlja.com Consulting Civil and Environmental Engineers Since 1972 THOMAS H. FENTON, P.E. CT REGISTRATION No. 14400 © COPYRIGHT 2005 NATHAN L. JACOBSON & ASSOCIATES, INC. ALL RIGHTS RESERVED. REVISIONS No. DESCRIPTION DATE 1 REVISE NOTES & ADD WETLAND 3/8/07 FLAG NUMBERS DATE: DECEMBER 18, 2006 SCALE: 1 "=20' PROJECTNO.: 08070006 CADD FILE: 08070006SP DESIGNED: THF DRAWN: KLD CHECKED: SHEET No.: 20F3 C HEAVY DUTY FRAME AND GRATE (NEENAH MODEL NO. R-2501 WITH TYPE "G" GRATE OR APPROVED EQUAL) T.F. APPLIES HERE MORTAR FROSTPROOFING PROPOSED GRADE MASONRY SHALL BE PARGED -- WITH MORTAR ENTIRE INSIDE AND OUTSIDE CIRCUMFERENCE, (ry'•) I:n 0z w 0w w� U wz CD 5" MIN. 6" 4'-0" UNLESS SPECIFIED ON PLANS 2 8" MIN. (INCREASE TO 10" FOR 5' AND 6' INSIDE DIAMETER BASES) IF REQUIRED, ADJUST TO GRADE WITH 12" MAX. HT. x 8" WIDE 4000 PSI, PRECAST CONCRETE GRADE RINGS (ASTM C 478), BRICK, OR MASONRY CONCRETE UNITS CONCENTRIC PRECAST REINFORCED CONCRETE ENTRANCE SLAB (ASTM C 478) FILL ALL LIFTI N G HOLES WITH MORTAR, (TYP.) -RISER AND BASE MIN. REINFORCEMENT SHALL BE IN CONFORMANCE WITH ASTM C 478 - PRECAST REINFORCED CONCRETE RISER (ASTM C 478) -APPROVED RUBBER 0 -RING GASKET OR MORTAR JOINTS, (Typ•) -KNOCKOUT FOR PIPES (MIN. 17" FROM INVERT TO INSIDE BOTTOM OF BASE), (TYP.) -PRECAST REINFORCED CONCRETE BASE, (ASTM C 478) It 6" MIN. 3/4" 'Ns CRUSHED STONE 6" (T"° ) - 6", (TYP.) SECTION A STANDARD PRECAST CONCRETE SURFACE INLET N.T.S. 3 1 1/2" BITUMINOUS CONCRETE CLASS 2 ON 1 1/2" BITUMINOUS CONCRETE CLASS 1 :. 0. 8" PROCESSED AGGREGATE BASE a. 1' MIN OVERLAP G. O O o tj o EQUAL B EQUAL.I I � I I I APPROVED COMPACTED SUBGRADE 3/4" CRUSHED STONE 1 + D 1 1 GEOTEXTILE PERF CPEP (HOLES DOWN) I, ORIGINAL GROUND OR PREPARED I SURFACE, A.O.B.E., AND VERTICAL EXCAVATION LIMIT UNLESS OTHERWISE IN UNSTABLE SOIL CONDITIONS OR ORDERED BY ENGINEER ROCK, INCREASE 4" DEPTH OF CRUSHED STONE BENEATH PIPE B C + 2'-0" TO 12". PROVIDE ADDITIONAL 3/4" CRUSHED STONE, A.O.B.E. AND ADDITIONAL GEOTEXTILE, A.O.B.E. TYPICAL PAVEMENT SECTION WITH PERFORATED STORM DRAINAGE PIPE N.T.S. NOTES:- 1. CONTRACTOR SHALL PROTECT EXCAVATIONS BY SHORING, BRACING, SHEET PILING, UNDERPINNING OR OTHER METHODS TO PREVENT CAVE-IN OR LOOSE SOIL FROM FALLING INTO THE EXCAVATION AND DAMAGING THE WORK OR ADJACENT STRUCTURES AND UTILITIES. SUBGRADE, ABOVE THIS LINE: UNDER PAVEMENT: SEE APPLICABLE PAVEMENT SECTION QFF PAVEMENT: TOPSOIL UNLESS OTHERWISE SHOWN ON DRAWINGS GRANULAR FILL MEETING GRADING "C" OF ARTICLE M.02.06 OF THE CTDOT STANDARD SPECIFICATIONS PIPE ORIGINAL GROUND OR PREPARED SURFACE, A.O.B.E., AND VERTICAL EXCAVATION LIMIT UNLESS OTHERWISE ORDERED BY ENGINEER u��u��levu=u B r + 2'-0" COMMON FILL UNDER VEGETATED AREAS, OTHERWISE GRANULAR FILL EXCEPT A.O.B.E. 1'-0" MIN. 0.1 BC, CAREFULLY SHAPE TO FIT PIPE 6" MIN. IN UNSTABLE SOIL CONDITIONS OR ROCK, PROVIDE 12" MIN. SELECT FILL MATERIAL, A.O.B.E. (IF CRUSHED STONE IS USED, IT SHALL BE 3/4" SIZE AND SHALL BE WRAPPED IN GEOTEXTILE, A. 0. B. E.) TYPICAL TRENCH SECTION STORM DRAINAGE PIPE NOTES: N.T.S. 1. CONTRACTOR SHALL PROTECT EXCAVATIONS BY SHORING, BRACING, SHEET PILING, UNDERPINNING OR OTHER METHODS TO PREVENT CAVE-IN OR LOOSE SOIL FROM FALLING INTO THE EXCAVATION AND DAMAGING THE WORK OR ADJACENT STRUCTURES AND UTILITIES. FINISHED GRADE IN PAVED AREAS FINISHED GRADE IN UNPAVED AREAS LAYOUT POINT OF APPLICATIO HEAVY DUTY MANHOLE FRAME AND COVER (NEENAH MODEL R-1642 OR 8" MIN. (INCREASE TO 10" FOR 5' ACCEPTED SUBSTITUTION) WITH THE AND 6' INSIDE DIAMETER BASES) WORD "STORM" CAST INTO COVER. MASONRY SHALL BE PARGED WITH T.F. APPLIES HERE MORTAR ENTIRE INSIDE AND OUTSIDE CIRCUMFERENCE, (TYP.) MORTAR FROSTPROOFING, (TYP.) FINISHED PAVEMENT 4 MIN. PROPOSED GRADE ECCENTRIC MANHOLE ENTRANCE SLAB (ASTM C 478) IF REQUIRED, ADJUST TO GRADE WITH 12" MAX. HT. x 8" WIDE 4000 PSI, PRECAST CONCRETE GRADE RINGS e1.a11f a .:... e FILL ALL LIFTING HOLES WITH n (ASTM C 478), BRICK OR MASONRY CONCRETE UNITS - 4 ... _..-.. MORTAR, (TYP.) a> APPROVED RUBBER 0 -RING GASKET OR MORTAR MIN. REINFORCEMENT SHALL BE IN " JOINTS, (TYP.) CONFORMANCE WITH ASTM C 478 0 24 I.D. a TOP STEP TO BE 20" MAX. BELOW TOP OF FRAME POLYPROPYLENE PLASTIC MANHOLE (PROVIDE 12" BETWEEN STEPS AND LOCATE BOTTOM STEP, (TYP-)STEP 18" MAX. FROM SOLID FOOTING) KNOCKOUT FOR PIPES MIN. 4" FROM TOP AND 12" FROM BOTTOM OF BASE, (TYP.) e f " ►�� PRECAST REINFORCED CONCRETE BASE (ASTM C 476) 6" MIN. a a a 1 'r 6" MIN. 3/4" CRUSHED STONE 6" 4'-0" 6w, (TYP.) 5" MIN. UNLESS SPECIFIED ON PLANS SECTION SHALLOW PRECAST STORM SEWER MANHOLE N.T.S. L WHEN 5' OR 6' DIAMETER BASES ARE SPECIFIED ON T --E PLANS, PRECAST REINFORCED CONCRETE TRANSITION SECTIONS SHALL �E PLACED ABOVE THE BASES. WALL THICKNESSES SHALL INCREASE 1" FOR E -'-VH 1' INCREASE IN INSIDE DIAMETER OF BASE. 5 A CUL ENE 59 CULVERT END PLAN 1 1 j�3 w A Existing OR PROPOSED GRADE IT 1 777 LD RIPRAP TYPE - - - 1(2n� MODIFIED Lit_`�' _ 18 INTERMEDIATE 12" FOR CULVERT END ```````----- - ----- '' 36 STANDARD GEOTEXTILE 6" GRANULAR FILL FOR MODIFIED/INTERMEDIATE RIPRAP OR 12" FOR STANDARD RIPRAP SECTION A- A PREFORMED SCOUR HOLE N.T.S. DIMENSIONS FOR PREFORMED SCOUR HOLE A B (1"t) (MAX.) TYPE 1 12 1 15 18 PIPE DIAMETER OR SPAN in 1 24 30 36 42 48 54 60 B 5 6 8 10 13 15 18 20 23 25 C 6 8 9 12 15 18 21 24 27 30 D DEPENDS ON RIPRAP TYPE 2Sp 2.0 2.6 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 3Sp 3.0 3.9 4.5 6.0 7,5 9.0 10.5 12.0 13.5 15.0 F=0.5 Sp 0.5 0.625 0.75 1 1.25 1.5 1,75 2 2.25 2.5 TYPE 2 12 15 18 PIPE DIAMETER OR SPAN in 24 30 36 42 48 54 60 8 8 10 12 16 20 24 28 32 36 40 C 9 11 14 18 23 27 32 36 41 45 D DEPENDS ON RIPRAP TYPE 2Sp 2.0 2.6 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 3Sp 3.0 3.9 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 F=Sp 1.0 1.3 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 A W A PLAN UTA. END MEW DIMENSIONS FOR POLYETHYLENE CULVERT END PIPE DIA. A B (1"t) (MAX.) H L (1"t) (0.5"t) W (2-t) 12" & 15" 6.5" 10" 6.5" 25" 29" 18" 7.5" 15" 6.5" 32" 35" 24" 7.5" 18" 6.5" 36" 45" 30" 10.5" N/A 7.0" 53" 68" 36" 10.5" N/A 7.0" 53" 68" SIDE VIEW POLYETHYLENE CULVERT END N.T.S. NOTES: 1. In General, Lower Case Text Identifies Existing Features/Conditions. 2. IN GENERAL, UPPER CASE TEXT IDENTIFIES PROPOSED FEATURES/CONDITIONS 3. UNLESS OTHERWISE SPECIFIED. FOR LOCATION OF UNDERGROUND ELECTRIC, TELEPHONE, GAS, CABLE TV AND OTHER FACILITIES OF PUBLIC UTILITY COMPANIES, INQUIRE OF "CALL BEFORE YOU DIG, INC." AT 1-800-922-4455. 4. REFERENCE IS MADE TO THE FOLLOWING MAP: CAMP OAKDALE, PROPERTY OF THE TOWN OF MONTVILLE, PERIMETER SURVEY, DATE: OCTOBER 2002, REVISED THROUGH 3/8/07, SCALE: 1"=100', SHEETS 1-3 OF 3, BY LAND SURVEY & TECHNICAL SERVICES MONTVILLE , CONNECTICUT DETAILS AND PROJECT NOTES CONCEPTUAL DESIGN 11 ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF NATHAN L. JACOBSON & ASSOCIATES, INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND NATHAN L. JACOBSON Se ASSOCIATES. INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. Nathan L, Jacobson & Associates, Inc. 86 Main Street P.O. Box 337 Chester, Connecticut 06412-0337 Tel: [860] 526-9591 Fax: [860] 526-5416 ' www.nija.com Consulting Civil and Environmental Engineers Since 1972 THOMAS H. FENTON, P.E. CT REGISTRATION No. 14400 © COPYRIGHT 2006 NATHAN L. JACOBSON & ASSOCIATES, INC. ALL RIGHTS RESERVED. 1 REVISE NOTES 3/8/07 No. DESCRIPTION DATE REVISIONS DATE: DECEMBER 18, 2006 SCALE: AS NOTED PROJECT No.: 08070006 CADD FILE: 08070006DT DESIGNED: THF DRAWN: KLD CHECKED: SHEET No.: 30F3 S 6727'58" E / ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF LAND SURVEY & TECHNICAL SERVICES, INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND LAND SURVEY & TECHNICAL SERVICES, INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. GRAPHIC SCALE 100 50 0 100 200 300 SCALE IN FEET OC COPYRIGHT 2002 LAND SURVEY &TECHNICAL SERVICES, INC. ALL RIGHTS RESERVED. NOT VAUD WITHOUT ORIGINAL SEAL TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. JEFFRE e A. SANHUKN, L.S. UI NEDIS IKA HUN No. 126b5 THIS MAI' IS NOT VALID WITHOUT THE LIVE SIGNATURE AND EMBOSSED SEAL OF THE LICENSED LAND SURVEYOR NOTED ABOVE. JEFFREY A. SANBORN, LS. SITE LOCATION MAP SCALE: 1" = 2,000' NOTES 1. This survey was prepared pursuant to the Regulations of Connecticut State Agencies Sections 20-300b-1 through 20-300b-20 as a Class A-2 Perimeter Survey. Boundary Determination Category is Dependent Resurvey. 2. Underground or overhead encroachments, structures, and systems were not investigated as a part of this survey, except as shown or noted hereon. 3. Stone walls and/or fences may deviate slightly from principal courses shown. 4. Peripheral property lines of adjacent owners are shown for general informational purposes only and are not to be construed as being accurately located or shown hereon. 5. Horizontal datum is approximate North. 6. There are various minor occupation encroachments by adjacent owners as shown. 7. Locations of cultural features were obtained with map—grade GPS methods and should be considered approximate only. MAP REFERENCES: 1. "PLAN MADE FOR THE TOWN OF MONTVILLE SHOWING CAMP OAKDALE PROPERTY SCALE: 1" = 200 FT. FEBRUARY 25, 1970" by Chandler & Palmer, M.L.R. Map No. 380 2. "PLAN MADE FOR SNM ASSOCIATES OXOBOXO BROOK ROAD & WILLIAMS ROAD MONTVILLE, CONNECTICUT SCALE: 1" = 100 FT. DEC. 131 1979 REVISED TO JUNE 30, 1980" by Chandler & Palmer, M.L.R. Map No. 613 3. "MILLSTONE — MONTVILLE — MANCHESTER R/W RIGHT OF WAY TO BE DEEDED TO TOWN OF MONTVILLE MONTVILLE, CONN. THE HARTFORD ELECTRIC LIGHT CO. SCALE: 1" = 40' DATE: 10-02-74 REVISED TO 10/2/74" M.L.R. Map Vol. 2, Pg. 30 4. "PROPERTY SURVEY LOTS 21, 21E & 22A PROPERTIES OF ROGER J. VIENS & ROGER VIENS, JR. FELLOWS ROAD MONTVILLE, CONNECTICUT SCALE: 1 0) = 100' DATE: JANUARY 1998" by Total Technology, Inc., M.L.R. Map No. 1542 5. "PROPERTY SURVEY FOR MONTVILLE ASSOCIATES RAYMOND HILL ROAD (ROUTE 163) & OXOBOXO DAM ROAD SCALE: 1 " = 200' NOVEMBER 16, 1987" by Peter Flynn, L.S., M.L.R. Map No. 939 6. "PLAN OF LAND OWNED BY SHIRLEY A. COGGESHALL MONTVILLE, CONN. SCALE: 1 " = 100' APRIL 1965 K.F. CRAWFORD, L.S. TRACED BY CHANDLER & PALMER MARCH 17, 1971 ADDITIONS BY CHANDLER & PALMER MARCH 18, 1971 " M.L.R. Map No. 383 7. "COLUMBIA — WATERFORD R.O.W. LAND TO BE PURCHASED FROM HUGO AND AGNES B. ZIMMER MONTVILLE, CONN. THE HARTFORD ELECTRIC LIGHT CO. SCALE: 1" = 100' DATE: 10/17/66" M.L.R. Map No. 315 8. "COLUMBIA — WATERFORD R.O.W. LAND TO BE PURCHASED FROM ISAAC LIFSCHUTZ MONTVILLE, CONN. THE HARTFORD ELECTRIC LIGHT CO. SCALE: 1" = 100' DATE: 10/27/66" M.L.R. Map No. 238 9. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF MONTVILLE RAYMOND HILL ROAD FROM THE NORWICH—HADLYME ROAD SO -EASTERLY TO OXOBOXO BROOK ROUTE NO. 163 SCALE: 1" = 40' APPROVED 12-31-36 NUMBER 85-02" sheets 5 and 6 of 6 CAMP OAKDALE REVISIONS PROPERTY OF THE TOWN OF MONTVILLE MONTVILLE CONNECTICUT Na DEscRIRnoN BY GATE 1 Facilities Added RAS /7/03 Date: OCT. 2002 PERIMETER SURVEYFlag Project No. 2-0184-7 2 Facilities Added JAS 11/10/06 3 Additional sAdWdeetlland CEE 3/8/07 Field Book: 42 Sheet No. 1 OF 3 Dram Ely: JAS Land Survey & Technical Services, Inc. 86 Main Street P.O. Box 337 = - Chester, Connecticut 06412-0337 = An Affiliate of Nathan L. Jacobson & Associates, Inc. scale: 1 " = 100' I Checked By: JAS Drwg. No. — I i i ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF LAND SURVEY & TECHNICAL SERVICES, INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND LAND SURVEY & TECHNICAL SERVICES, INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. Not Found GRAPHIC SCALE 100 5^ 0 100 200 300 SCALE IN FEET TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. JEFFREY A. SANBORN, L.S. CT REGISTRATION No. 12883 THIS MAP IS NOT VALID WITHOUT THE LIVE SIGNATURE AND EMBOSSED SEAL OF THE l icENSED LAND SURVEYOR NOTED ABOVE. N/F Daniel W. Sr. & Maureen A. Kobyluck Concrete Monument 0 Found N 60 50'12" E 20.00' Concrete Monument , Found N 42'33'56" E 10- AM' W1' ii 109.86' N 2979'15" E 58.19' 28' W.oak W/ Concrete Mon.ur N 515839" E Found 38.35' N 87J6'510 E x Concrete Monumen Found 18.31' 14' Ash W/W 10" Tree W/w Concrete Monument Found N/F The Connecticut Light & Power Company ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF LAND SURVEY & TECHNICAL SERVICES, INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND LAND SURVEY & TECHNICAL SERVICES, INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. N/F Joseph W. & Irene M. Maciejny and Charlene R. Maciejny s G% „may F Boundary Line Along Centerline 3F�'os Of Oxoboxo Brook 11ron Pipefound 32" W / 71.30' Iron Pipe found V ' Maple WA I 47.41 7 ,` 18' Maple WA 6'7 hro • • 20' Mope WA � ►�O 141 Stump W N 397958 W 36' Stump W/W�FoundIron /Pe � 73.40' Iron Pipe found 32' �► w/W Iron Pipe found ��`N 5602'10" WS 42:3433" W 67.35 73.72' Iron Pipe foun 4, Iron Pipe found 14' Ash W/Wiron Pipe found Iron Pipe found Iron Pipe fA rox. Location 126Ash WW1W PP 22' Maple W/W \ 20' Sewer Easement 12' Maple W/W Iron Pipe found • bt Ng• 0 \ 30' Maple W/W lo- Maple W/W N/F Roger Viens Jr. Found to Monument GRAPHIC SCALE 100 50 0 100 200 300 SCALE IN FEET Iron Pipe found N/F Roger Viens Jr. i Concrete Monument r ound L N/F Joseph F. & Lois M. Matera 18' Beech W/W 12' Maple W/W ,,� N/F Raymond W. Coggeshall, et. al. TO MY KNOI'�_EDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS 'DOTED HEREON. JEFFrr-r M. 3kViDUMIN, L.J. ,---- THIS Fnr,P IS NOT VALID WITHOUT THE LIVE SIGNATURE AND EMBOSSED SEAL Occ hu LICENSED LAND SURVEYOR NOTED ABOVE. N 35'5839" E Iron Rod 74.16' Found N 30159155" E 49.28' N 24'46'091" E 27.10' N 214448" E 21.40' �. 5" Dogwood W/W SO � O OA* 2x15' Mople W/W O \� SS• or- `SJj• � \S _ CP 6880 S 52'52'03" E S 31 '32'21 " E 22.35' 23.10' S 5673'40' E 22.91' So 09 � � S 6374'29" E 24" Oak W/W • Koch 11.17' S 66 38 22" E t� 1\10 � a°� 45.12' � �2 ' O°k W� W/W S 69'52'43" E Ab, � , Tulip 15.75' hCol. 12" Stump W/W Birch W1W N/F 5" oak W/W Raymond Mostowy CAMP nA KDALE Parcel 3 Tax Map 46 Lot 1 ±23.18 Acres (±1,009,600 Sq. Ft . ) Iron Rod Set (Typical) Of Scholfield Pond �141 ~ W �EOME 1 1537, rs, 1R/C nE UNE Sch of fl el d Pond A = 30 55'35" R = 367.95' L = 198.60' T = 101.79' Chord = N 39'37'09" W Chord Length = 196.20' z N N 0-10 cAJ TV\ NEL T 6871 0 'Po S S, �O- 1) �j. q'50. F O Drill Hole Found o Iron Pipe/Rod Found Iron Rod/Drill Hole To Be Set p Monument Found • Angle Point 14" oak W/W O�j4 03« 5' oak W/W 5 ' 5 18.10 12" Oak W/W 4" Birch W/W 0,24 5 52.35 541 VV '0g« E 5 0 « S 58 ,01' 69-34'2 9 S 34,93' A &V A � See Sheet 1 of 3 for Notes, Map References. and Location Plan 0 MAP KEY x"14" Beed, w/W W 25' Oak W/W 11- Beech W/W � lum Postire'.4. N/F The Connecticut Light & Power Company ANY ALTERATIONS TO THIS DRAWING MADE WITHOUT THE EXPRESSED WRITTEN APPROVAL OF LAND SURVEY & TECHNICAL SERVICES, INC. WILL BE AT THE SOLE RISK OF THE PERSON OR FIRM MAKING SUCH UNAUTHORIZED ALTERATIONS AND LAND SURVEY & TECHNICAL SERVICES, INC. WILL NEITHER HAVE NOR ACCEPT ANY LIABILITY OR LEGAL EXPOSURE ARISING FROM SAID UNAUTHORIZED ALTERATIONS. N/F Joseph W. & Irene M. Maciejny and Charlene R. Maciejny s G% „may F Boundary Line Along Centerline 3F�'os Of Oxoboxo Brook 11ron Pipefound 32" W / 71.30' Iron Pipe found V ' Maple WA I 47.41 7 ,` 18' Maple WA 6'7 hro • • 20' Mope WA � ►�O 141 Stump W N 397958 W 36' Stump W/W�FoundIron /Pe � 73.40' Iron Pipe found 32' �► w/W Iron Pipe found ��`N 5602'10" WS 42:3433" W 67.35 73.72' Iron Pipe foun 4, Iron Pipe found 14' Ash W/Wiron Pipe found Iron Pipe found Iron Pipe fA rox. Location 126Ash WW1W PP 22' Maple W/W \ 20' Sewer Easement 12' Maple W/W Iron Pipe found • bt Ng• 0 \ 30' Maple W/W lo- Maple W/W N/F Roger Viens Jr. Found to Monument GRAPHIC SCALE 100 50 0 100 200 300 SCALE IN FEET Iron Pipe found N/F Roger Viens Jr. i Concrete Monument r ound L N/F Joseph F. & Lois M. Matera 18' Beech W/W 12' Maple W/W ,,� N/F Raymond W. Coggeshall, et. al. TO MY KNOI'�_EDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS 'DOTED HEREON. JEFFrr-r M. 3kViDUMIN, L.J. ,---- THIS Fnr,P IS NOT VALID WITHOUT THE LIVE SIGNATURE AND EMBOSSED SEAL Occ hu LICENSED LAND SURVEYOR NOTED ABOVE. N 35'5839" E Iron Rod 74.16' Found N 30159155" E 49.28' N 24'46'091" E 27.10' N 214448" E 21.40' �. 5" Dogwood W/W SO � O OA* 2x15' Mople W/W O \� SS• or- `SJj• � \S _ CP 6880 S 52'52'03" E S 31 '32'21 " E 22.35' 23.10' S 5673'40' E 22.91' So 09 � � S 6374'29" E 24" Oak W/W • Koch 11.17' S 66 38 22" E t� 1\10 � a°� 45.12' � �2 ' O°k W� W/W S 69'52'43" E Ab, � , Tulip 15.75' hCol. 12" Stump W/W Birch W1W N/F 5" oak W/W Raymond Mostowy CAMP nA KDALE Parcel 3 Tax Map 46 Lot 1 ±23.18 Acres (±1,009,600 Sq. Ft . ) Iron Rod Set (Typical) Of Scholfield Pond �141 ~ W �EOME 1 1537, rs, 1R/C nE UNE Sch of fl el d Pond A = 30 55'35" R = 367.95' L = 198.60' T = 101.79' Chord = N 39'37'09" W Chord Length = 196.20' z N N 0-10 cAJ TV\ NEL T 6871 0 'Po S S, �O- 1) �j. q'50. F O Drill Hole Found o Iron Pipe/Rod Found Iron Rod/Drill Hole To Be Set p Monument Found • Angle Point 14" oak W/W O�j4 03« 5' oak W/W 5 ' 5 18.10 12" Oak W/W 4" Birch W/W 0,24 5 52.35 541 VV '0g« E 5 0 « S 58 ,01' 69-34'2 9 S 34,93' A &V A � See Sheet 1 of 3 for Notes, Map References. and Location Plan 0 MAP KEY