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HomeMy WebLinkAboutAs-BuiltN-) m 0 Of V 0 z Li a- W'S L.L.C. LAND SUR%EWNG - CIVIL ENGINEERING - LAND PLANNING COMMERCIAL & RESIDENTZAL DEVELOPMENT INLAND WETLAND DELINEATION P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT' 06351 TELEPHONE (060) 376-2006 FAX (860) 376-5899 2011 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 OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES 11C. C8 (TYPE 'C T. F. 360.59 INV 355.20 (IN) INV 354.89 (OUT) SHADED AREA DENOTES PROPOSED 30' DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF MONTVILLE. LOT LINE IS CENTERLINE OF EASEMENT. (SEE PROFILE ON SHEET 3) DMH TF 321.74 INV 318.49 (IN) CB (TYPE 'C) T.F. 340.42 INV 334.67 (IN) r 14 -7- 15"HDPE 15+00 16+00 17+00 12 "HOPE 18+00 INV 333.22 (OUT) +00 CB (TYPE 'C) Lc) T.F. 340.38 Ro"A �NIEADOAV INV 0)335.57 (IN) 4'15HDPE_ ,2"HDPE INV (S)335.47 ON) 0 INV (E)335.67 (OUT) )RA TED 6"' PERFORATED 7 HDPE BITUMINOUS "CAPE COD" Z18 'qDPE DOUBLE CB (TYPE 'C') A 41N DOUBLE C8 (TYPE 'C) UNDERDRAIN STYLE CURB (TYP) T. F. 340.63 (00 T.F. 34 6.31 1� F-77 INV 337.72 (IN) INV 343.51 ON) C8 (TYPE 'C) L6INV 335.91 (OUT) INV 342.89 (OUT) T. F. 34 7.4 0 BITUMINOUS DRIVE CB (TYPE 'C) HDPE INV 344.58 (IN) T.F. 341.156" PERFORATED INV 343.91 (OUT) LLJ C8 (TYPE 'C) HOPE INV (NW 102 BENCH MARK )337.74 ON T.F. -341.14 UNDERDRAIN INV (SW)337.63 (IN) ;z INV 337.93(IN) 103 DRILL HOLE SET ON INV (SE)JJ7.52 (OUT) INV 338. 08 (OUT) CATCH BASIN FRAME RTE Y WO 7TS ELEVATION 344.47 ,SU DOUBLE C8 (DROP INLET) CB (TYPE 'C) T.F. 345.94 OPEN T.F 344,25 INV 343.75 (IN)f2" 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE INV 340.97 (OUT) INV 344,09 (IN)6" SPACE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS INV 340.04 (OUT) 20-3008-1 THROUGH 20-3008-20 AND THE "STANDARDS CONCRE- E COVER T FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" T F 351.80 AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A P.E-AW FA' VS`i DO WROAD INV INACCESSIBLE TOPOGRAPHIC SURVEY, BASED ON DEPENDENT RESURVEY SCALE: 1 40' YARD DRAIN AND CONFORMS TO TOPOGRAPHIC CLASS T-2 AND VERTICAL T. F 354.92 j CLASS V-2 ACCURACY STANDARDS. IT IS INTENDED TO INV 352.80 (OUT) DEPICT AS BUILT CONDITIONS OF FAWNS MEADOW ROAD. PROPERTYISTREETLINE DEPICTED HEREON WAS DERIVED DIRECTLY FROM REFERENCE MAP 4A. 2. THE ACTUAL FIELD SURVEY WAS COMPLETED ON -7 364--354---- cc 354 MAY 20, 2011. T + + 3. BEARINGS AND NORTH ORIENTATION AS DEPICTED HEREON cll-j ARE BASED UPON REFERENCE MAP 4A. VERTICAL DATUM Q) DEPICTED HEREON ARE BASE UPON REFERENCE MAP 4A co (.6 + rn (a) 4. MAP REFERENCE: + J60m-350 all Lo -350- ;!� cod + A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICUT, PREPARED FOR CIO co co Q-_ � STONEHENGE PILLARS, LLC, JUNE 2005, REVISED TO: c6 c6 Uc ui U-) JANUARY 18, 2006, SHEETS 1 THROUGH 16," + + U-) CID OF to --j III ROAD PREPARED BY CLA ENGINEERS, INC. PROF -TIE - fAINN'S ROAD I !Aa) & ABBREVIA)TOWS I" = 0RRIZONTAL SCALE: 1 "=4 4'' TICAL TYP TYPICAL CATCH BASIN DMH DRAINAGE MANHOLE 0 REBAR SET rE�j L DOUBLE CATCH BASIN MBGR METAL BEAM GUARD P AIL @ DRILL HOLE SET 0 LIGHT POLE El CONCRETE MONUMENT SET x ".00 EXISTING SPOT GRADE --340-- EXISTING CONTOUR LINE 0 ANGLE POINT PC POINT OF CURVATURE 0 ELECTRIC MANHOLE N/F NOW OR FORMERLY PT POINT OF TANGENCY CB CATCH BASIN UTILITY HANDHOLE STA STATION HOPE HIGH DENS17Y iDOLYETHLYENE 0 DRAINAGE MANHOLE L LEFT INV INVERT SUBDIVISION LOT NUMBER R RIGHT T.F. TOP OF FRAME 5. THE EXISTING RIGHT OF WAY AREA FOR FAWN'S MEADOW ROAD IS 1.85± ACRES (80,795± SF). 6. EXACT UNDERGROUND LOCATIONS OF TELEPHONE, ELECTRIC, CATV AND ROAD UNDERDRAINS ARE UNKNOWN. THEREFORE THESE UTILITIES ARE NOT SHOWN. 20+00 �OPOC�'RAP3-CIC S1lRTEY �Mlr qDOW ROAGRAPHIC SCALE TI-AS-J3T111TP.EAX/PR0E-T-EE - F-.��5 40 0 20 40 80 lw PREPARED FOR IN FEET R D P�A4EJV7-"' I inch = 40 ft I -AWN S MWCAU Rr "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON." MONTVILLE, CONNECTICUT SCALE: 1 if =40" AUGUST 2011 JOB I.D. NO. 10-1933 70016 SHEET 1 OF 3 JOHN U. FAULISE JR, L.S. LICENSE NO. HATE REV 'A4 PER TOWN ENGINEER'S COMMENTS 10-21-11 4' WIDE, 2' HIGH CONCRETE BOX CULVERT WITH NATIVE STONE ON INSIDE BOTTOM OF CULVERT (18"t HIGH CLEAR OPENING) RIP RAP AREA INV 333.58 ON I rl w2llll� -womma vim TYP TYPICAL Q REBAR SET n d DRILL HOLE SET El CONCRETE MONUMENT SET a3 01, ANGLE POINT NIF NOW OR FORMERLY CB CATCH BASIN HDPE HIGH DENSITY POLYETHLYENE INV INVERT T F. TOP OF FRAME L CATCH BASIN L� DOUBLE CATCH BASIN LIGHT POLE -¢- — EXISTING CONTOUR LINE 0 ELECTRIC MANHOLE UTILITY HANDHOLE p DRAINAGE MANHOLE s SUBDIVISION LOT NUMBER DMH DRAINAGE MANHOLE MBGR METAL BEAM GUARD RAIL x wo.00 EXISTING SPOT GRADE L.L.C. LAND SURVEWNG N CIVIL ENGINEERING N LAND PLANNING COMMERC01 & RESIDENTIAL DEVELOPMENT INLAND WETLAND DELINEATION P.O. BOX 18'4 179 PACHWUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376--5899 Q 2011 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 OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. BITUMINOUS "CAPE COD" STYLE CURB (TYP) iiD/10 / -INV 339.03 ON STONE INSIDE OF BOX CULVERT I NO POINT SET AT THIS PROPERTY CORNER, POINT IS ON ELECTRIC MANHOLE BITUMINOUS DRIVE SHADED DENOTES PROPOSED DRAINAGE FAVORIN OF PROFILEOF MONTVILLE ON F-AWMS ROAD SCALE: I" = 40' DPE / FE HDPE INV 296.12 WITH RIP RAP DMH (MANHOLE FRAME NOT ATTACHED TO CONCRETE RISER) .— — T.F. 304.79 D � INV 300.06 (IN) INV 300.03 (OUT) (SEF NOTE J7) �UTILITY BOXES (TYP) TRANSFORMER PAD (TYP) DMH (MANHOLE FRAME NOT ATTACHED TO CONCRETE RISER) T.F. 314.44 INV 309.60 ON) INV 303.59 (OUT) (SEE NOTE #7) DOUBLE CB (TYPE 'C') T.F. 327.44 INV 324.54 (IN) INV 323.71 (OUT) 21+00 10=001 23+00 7'RO,�'I1�' - j7A_1�VN'S IVIE.1-AD01N SCALE: 1 " = 40' HORIZONTAL 7" = 4' VERTICAL 24+00 344 340 336 332 328 324 320 \l SURTEY WO7ES I. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300E-1 THROUGH 2O-30OB-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. IT IS A TOPOGRAPHIC SURVEY, BASED ON DEPENDENT RESURVEY AND CONFORMS TO TOPOGRAPHIC CLASS T-2 AND VERTICAL CLASS V-2 ACCURACY STANDARDS. IT IS INTENDED TO DEPICT AS BUILT CONDITIONS OF FAWN'S MEADOW ROAD, PROPERTY/STREETLINE DEPICTED HEREON WAS DERIVED DIRECTLY FROM REFERENCE MAP 4A. 2. THE ACTUAL FIELD SURVEY WAS COMPLETED ON MAY 20, 2011. 3. BEARINGS AND NORTH ORIENTATION AS DEPICTED HEREON ARE BASED UPON REFERENCE MAP 4A. VERTICAL DATUM DEPICTED HEREON ARE BASE UPON REFERENCE MAP 4A 4. MAP REFERENCE: A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICUT, PREPARED FOR STONEHENGE PILLARS, LLC, JUNE 2003, REVISED TO: JANUARY 18, 2006, SHEETS 1 THROUGH 16," PREPARED BY CLA ENGINEERS, INC. 5. THE EXISTING RIGHT OF WAY AREA FOR FAWN'S MEADOW ROAD IS 1.85± ACRES (80,795± SF). 6. EXACT UNDERGROUND LOCATIONS OF TELEPHONE, ELECTRIC, CATV AND ROAD UNDERDRAINS ARE UNKNOWN. THEREFORE THESE UTILITIES ARE NOT SHOWN. 7. ON OCTOBER 19, 2011, THE ENTIRE FRAME TOPS AND ABOUT I' OF THE CONCRETE MANHOLE RISERS BELOW THE FRAME TOPS WERE EXPOSED ON BOTH DRAINAGE MANHOLES IN THE DRAINAGE EASEMENT EXTENDING OFF THE CUL-DE-SAC. 7-01POGRAPHIC SUR`_VEY "AS-7;'UIL'Z TL✓LN/'P7Z()�ZLE - f AlN_7V'S �ME�DOIN RO �D' PREPARED FOR PICERJV�E DE"VE.L0P.�A4EJVT" GRAPHIC SCALE i7A W �S MF_4DOW ROAD 40 o 2D 40 9D lw "TO MY CORRECT KNOWLEDGE AND HEREON. LEI THrs MAP IS SUBSTANTIALLY MONTVILLE, C (INS) 1 inch = 40 f L JOHN U. FAULISE JR. L.S. LICENSE NO. DATL SCALE: 1"-40" AUGUST 2011 JOB I.D. NO. 10-1933 SHEET 2 OF 3 REV "A" PER TOWN ENGINEER'S COMMENTS 10-21-11 a3 01, 344 �N N 4 ti Lo J � 340 ca � a � v o + 4' *IDE, 2' HIGH CONCRETE BOX EXISTING GRADE AT OF CULVERT WITH NATIVE STONE ON ROAD � � N 336 INSIDE BOTTOM OF CULVERT (78"± HIGH CLEAR OPENING) co N Iry 336.61' II a 332' 7s m INV 332.68ca �� \ J 328 Y5A \ INV 325.93 \T'r 324 INV 324.54 I � INV 326.22 INV 323.71 320 F cap op L6 Cr) o6 CN cl� 21+00 10=001 23+00 7'RO,�'I1�' - j7A_1�VN'S IVIE.1-AD01N SCALE: 1 " = 40' HORIZONTAL 7" = 4' VERTICAL 24+00 344 340 336 332 328 324 320 \l SURTEY WO7ES I. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300E-1 THROUGH 2O-30OB-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. IT IS A TOPOGRAPHIC SURVEY, BASED ON DEPENDENT RESURVEY AND CONFORMS TO TOPOGRAPHIC CLASS T-2 AND VERTICAL CLASS V-2 ACCURACY STANDARDS. IT IS INTENDED TO DEPICT AS BUILT CONDITIONS OF FAWN'S MEADOW ROAD, PROPERTY/STREETLINE DEPICTED HEREON WAS DERIVED DIRECTLY FROM REFERENCE MAP 4A. 2. THE ACTUAL FIELD SURVEY WAS COMPLETED ON MAY 20, 2011. 3. BEARINGS AND NORTH ORIENTATION AS DEPICTED HEREON ARE BASED UPON REFERENCE MAP 4A. VERTICAL DATUM DEPICTED HEREON ARE BASE UPON REFERENCE MAP 4A 4. MAP REFERENCE: A. "RESUBDIVISION PLAN, FAWN'S VIEW, LYNCH HILL ROAD, MONTVILLE, CONNECTICUT, PREPARED FOR STONEHENGE PILLARS, LLC, JUNE 2003, REVISED TO: JANUARY 18, 2006, SHEETS 1 THROUGH 16," PREPARED BY CLA ENGINEERS, INC. 5. THE EXISTING RIGHT OF WAY AREA FOR FAWN'S MEADOW ROAD IS 1.85± ACRES (80,795± SF). 6. EXACT UNDERGROUND LOCATIONS OF TELEPHONE, ELECTRIC, CATV AND ROAD UNDERDRAINS ARE UNKNOWN. THEREFORE THESE UTILITIES ARE NOT SHOWN. 7. ON OCTOBER 19, 2011, THE ENTIRE FRAME TOPS AND ABOUT I' OF THE CONCRETE MANHOLE RISERS BELOW THE FRAME TOPS WERE EXPOSED ON BOTH DRAINAGE MANHOLES IN THE DRAINAGE EASEMENT EXTENDING OFF THE CUL-DE-SAC. 7-01POGRAPHIC SUR`_VEY "AS-7;'UIL'Z TL✓LN/'P7Z()�ZLE - f AlN_7V'S �ME�DOIN RO �D' PREPARED FOR PICERJV�E DE"VE.L0P.�A4EJVT" GRAPHIC SCALE i7A W �S MF_4DOW ROAD 40 o 2D 40 9D lw "TO MY CORRECT KNOWLEDGE AND HEREON. LEI THrs MAP IS SUBSTANTIALLY MONTVILLE, C (INS) 1 inch = 40 f L JOHN U. FAULISE JR. L.S. LICENSE NO. DATL SCALE: 1"-40" AUGUST 2011 JOB I.D. NO. 10-1933 SHEET 2 OF 3 REV "A" PER TOWN ENGINEER'S COMMENTS 10-21-11 c� c3 N o' m V) Q w t-- Ljj 0) I i a C) LijD 0 CLI CL 0 S NOI. 6" PERFORATED HDPE UNDERDRAIN CB (TYPE 'C') T.F. 347.40 INV 344.58 (IN) INV 343.91 (OUT) CB (TYPE 'C) T.F. 347.51 INV (SW) 343.34 (IN) INV (NW) 341.99 (IN) INV (NE) 342.08 (OUT) 348 344 340 336 332 IE(�EJVD &,AJ3BREY1A7_'T/0WS 328 TYP TYPICAL 0 REBAR SET Q DRILL HOLE SET El CONCRETE MONUMENT SET 324 ANGLE POINT NIF NOW OR FORMERLY CB CATCH BASIN HDPE HIGH DENSITY POLYETHLYENE 320 INV INVERT T. F. TOP OF FRAME �m� CATCH BASIN LTJ DOUBLE CATCH BASIN 316 LIGHT POLE --340-- EXISTING CONTOUR LINE {E ELECTRICMANHOLE ® UTILITY HANDHOLE 312 0 DRAINAGE MANHOLE SUBDIVISION LOT NUMBER 308 DMH DRAINAGE MANHOLE MBGR METAL BEAM GUARD RAIL x 300.00 EXISTING SPOT GRADE 304 300 rt rs 296 L.L.C. LAND SURVEYING CIVIL ENGINEERING - LAND PLANNING a COMMERCIAL & RESIDENTIAL DEVELOPMENT M INLAND WETLAND DELINEATION P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 2011 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 OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. -a i SHADED AREA QDEMOTES PROPOSED 30' DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF MONNILLE 00 16 15 "HDPE DMH DMH FE (HDPE) T, F. 341.83 T.F. 321.74 INV 307.09 INV 335.68 (IN) INV 318.49 (IN) WITH RIP RAP INV 330.83 (OUT) INV 310.90 (OUT) AT OUTLET '3 �-p ryLi'v- RAIJVA #2 & 3) G E EAS E!A4 EW7--/ (.L 0 7S SCALE: 1 = 40 c� ) + o n N 6 U LQ W � �- Q m U LXj U co «0 + a _ EXISTING GRADE AT `L i o OF DRAINAGE EASEMENT i N, �} SON INV 342.08 INV 343.34 INV 343.91 IW 323.71ZE i i IN'v` 335.68 \ C/) INV 324.54 EXISTING GRADE AT OF DRAINAGE EASEMENT L7\\ INV 330.83-1\ I i 's, t co + \ I o + 0 - INV 309.60 Ln _ L -,Li INV 309.59 �''s y i w INV 318.49 1 i tiQ a� INV 310.90 FE (HDPE) INV 307.09 t: INV 300.06 �`�'DN� FE (HDRE) INV 300.03`Z- INV 296,12 i ` \ Lo r: O c9 tc) r: m <: co `� N 1 \� v N 30+Otq 32+00 PROF -TIE - T)R.,AIN.AGE EASE..',"A4EW7"(E0J_S" #2 &3) SCALE: I" = 40' HORIZONTAL 1" = 4' VERTICAL 54+00 53+00 f � t SHADED AREA---�=-�� t DENOTES PROPOSED 30' `zx ©--~= ��? DRAINAGE EASEMENT FE (HDPE) `� � � ; f° / � �� � �f/ / j / INV 296.12 IN FAVOR OF THE TOWN z} t� /-- WITH RIP RAP OF MONNILLE _� - - �` DMH (MANHOLE FRAME NOT ,, f - - ` ` 1 - ATTACHED TO CONCRETE RISER) �^ T F 304 79 -MEADO )kOAD .* 328 324 im 316 312 m 304 300 2961 `\ r' D ' ' , - I MV 300.06 (IN) INV 300.03 (OUT) (SEE NOTE J7 ON SHEET 2) DMH (MANHOLE FRAME NOT \ ATTACHED TO CONCRETE RISER) T.F. 314.44 INV 309.60 (IN) �> INV 309.5.9 (OUT) jUTILITY BOXES (SEE NOTE 7 ON SHEET 2) / (NP) TRANSFORMER PAD (T'P) \ DOUBLE C8 (TYPE 'C') T.F. 327.44 07 INV 324.54 (IN) INV .323.71 (OUT) /",*w - c E S U IF r PL�'N- DRA_TW_A(jE,EASE�MEJVT-(_L0TS #_5 & 6) SCALE: 1 40' 0 50. psZO�IDRAl,VAqE+00 52+00 53+00 5<.�� L'E - #5 & 6) SCALE: I" = 40' HORIZONTAL " = 4' VERTICAL "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. " JOHN U. FAULISE JR. L.S. LICENSE NO, DATE To0/PGR,117':1-CIC SUR/)/7Ey " �5-23'UI177'lA'N/TIZOFZLE - .T-A1N'N'S :MEADOW R01/"`_ALD' PREPARED FOR 1>10ERWE DE/`VE10PJV1EJVT_" FAWN'S MEADOW ROAD MONTVILLE, CONNECTICUT SCALE: 1"=40' AUGUST 2011 JOB I.D. N0. 10-1933 SHEET 3 OF 3 REV 'A" PER TOWN ENGINEER'S COMMENTS 10-21-11 m U EXISTING GRADE AT `L OF DRAINAGE EASEMENT i N, �} SON IW 323.71ZE C/) INV 324.54 \ t \ I o + - INV 309.60 Ln _ L -,Li INV 309.59 �''s y w i t: INV 300.06 �`�'DN� FE (HDRE) INV 300.03`Z- INV 296,12 ` \ \� v r; o L6 op of (6 4 50. psZO�IDRAl,VAqE+00 52+00 53+00 5<.�� L'E - #5 & 6) SCALE: I" = 40' HORIZONTAL " = 4' VERTICAL "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. " JOHN U. FAULISE JR. L.S. LICENSE NO, DATE To0/PGR,117':1-CIC SUR/)/7Ey " �5-23'UI177'lA'N/TIZOFZLE - .T-A1N'N'S :MEADOW R01/"`_ALD' PREPARED FOR 1>10ERWE DE/`VE10PJV1EJVT_" FAWN'S MEADOW ROAD MONTVILLE, CONNECTICUT SCALE: 1"=40' AUGUST 2011 JOB I.D. N0. 10-1933 SHEET 3 OF 3 REV 'A" PER TOWN ENGINEER'S COMMENTS 10-21-11