Loading...
Maps (1) � 1 � I cin ; 1 0 1 I m I LOT LOT 51 1 MH1, RIM=220.5 I REPUTED STORM TECH �. y; N'e INV.iN=214.9 1 LOCATION(BURRIED) ` `, ; a � INV.OUT=214.7 - 1 71 LF 35" SPAN x 24" RISE "-.:. ALUMINIZED STEEL Type 2 PIPE:-ARCH ® 0.2% N66o - UTILITY ' 1 EXISTING CB TO BE REPLACED a =, ! j WITH NEW CB, TG=219.9 C33A, TG=222.9 SERVICE a s -CONCRETE INV.ELEV.(EX.24")=215.5 NV.OUT=219.4 BOXES MONUMENT L(1 T 2 t - _ - EXISTING 8" SDR-35 '' ", \ y� f SEWER MAIN 29.5 LF `< 220-- - MH3, RIM=223.4 ISOLATOR fOR pow 1 = - - _`- SCOTSE -22o-- ROAD INVJN=217-2 - o r NV.OUT=217.1 C82A, TC=219.5 a_ `` ? _.•� �I3_ - O p_ _ ' t E'XISTING MH, IM=224.4 NVJN=213.5 INV.•N=217.1 �, s , o ~-INV.OUT=213.4 INV.OUT=217.0 Ca 2u LF 18" HDPE-----__,_ N� 85 LF 8" SDR-21 0.7% _2"-4" STREET 205 LF- 0 ; 7% -i __ o 23 LF 35" SPAN x 24" RISE t a CB1 A, TG=220.2 TREES 8" SDR-35 139 LF INVJN=215.9 ALUMINIZED STEEL Type 2 Q 1.5% 8" SDR-35 @ 1.2% ! /,� `- INV.OUT=215.8 WIPE-ARCH 'Q 0.2% ``� EDGE OF ® VIN-215 68 PAVEMENT � / '}" . 1 N -- CB4A, TG=225.6 �,._=-. 220 68' LF LOT INV.1N=222.7 - �' 'M`/� / 24; HDPE 11 ENV.OUT=222.6 � ,.�`'`� � _____.__..___------ / / 86 LF LF 35" SPAN x 24°' RISE _ 8" SDR-21 19 0.5% ALUME-I A CHD STEEL Type 2 CB5A, TG=226.2 80 LF @ 0.7% PP Z INV.OUT=223.1 18" HDPE -- - _ _ THE EXISTING CB ADJACENT N, 0 /"� I NVJN 216.p0.2 � @ 1.0% ' ,--''` oo s� �-- `" 2 � .96 LF 13" HDPE TO LOT 50 SHALL REMAIN W _ ✓��~ ,,o"�'� 144 LFJ INV.OUT=215.9 ' @ 0.5% EXISTING INVERT=219.2 18" HDPE C137, TG=220.7 / 38 LFkC) MH4, RIM=226.6 �_._ - '' ' ' o / @ 1.2% INVJN=217.6 `r �° 24" HDPE LOT INV.OUT=220.1 175 LF INV.0UT=217.4 0 0.5% �... 18" HDPE i _.._._ /4" CURBSIDE ® 1.5% CB3, To C82, TC=220.6 ®o NVJN=219.5 UNDERDRAIN NV.IN=219.4 NV.OUT=1216.9 22 LF INV.CUT=219.2 'OUTLET CONTROL �I STRUCTURE, TG=219.4 ASPHALT-/' \ 18" HDPE iNV.!N(22")=216.2 O DRIVEWAY ® @ 1.0% o �' INV.OUT=216.4 OSEWER CLEAN --- i B4, TG=225.5 -MH2, RIM=220.9 �! OUT(TYP.) t INV.iN=221.8 INV.iN=214.7 l ` INV.IN=221.8 NV.OUT=214.5 INV.OUT=221.7 27 LF } EXISTING Dc r` `8" HDPE UTILITY 6Dc f 2 LF 9 13 % EASEMENT I 18" HDPE i @ 1.5% i J r s I s - I ,k t. --C135, TG=226.4 I !NV.OUT=223.1 ri `i 1 t i LOT 4 LOT 6 co J LOT 5 0 - 00 s i rno rn0 C t P'1V� i 327.92' 77, '- N77•1800 cn 187 s�, A 77 o J , O 76� 279.63' _.. \ ---------------- S87-091459'W t t t CER TIFIED To: FINAL ROAD DRAINA GL' A,SBUIL T 1, MID HUDSON DEVELOPMENT CORP, TOTAL AREA: 0. 83 ACRES FOR 2, WESTCOR LAND TITLE INSURANCE COMPANY 3, RHINEBECK BANK, its successorsand/or assigns THL' ,SIL VL'R FOX L',S'TATL'S 4, ROMBOUT ABSRACT CO, SUBDIVISION NOTES 1 1911NG THE SAME 6 OF DEEDS, ATRCEL AS PAGE3090ESCRIBED IN AND SUBJECTDTO LIBER 6' 77 RIS SURVEY WAS OICATED PREPAREDRINON SIGNIFY ACCORDANCEAWITH TOWN OF WAPPINGERS FALLS DUTCHESS MAY, RESTRICTIONS AND CONDITIONS THEREIN. THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS 2. TOGETHER WITH ANY RIGHT, TITLE OR INTEREST IN ADOPTED BY THE NEW YORK STATE ASSOCIATION OF SCALE; 1" = 40' JUL Y 4, 2012 AND TO THE CENTER OF THE PUBLIC ROADS SHOWN PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS HEREON. SHALL RUN ONLY TO THE PERSONS FOR WHOM THE UPDATED AUGUST 22, 2013 3. BEING LOT NO._ AS SHOWN ON FILED MAP NO.-__. SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 4, UNAUTHORIZED ALTERATION OR ADD177ON TO A TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING SURVEY MAP BEARING A LICENSED LAND SURVEYORS INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES SEAL IS A VIOLATION OF SECT70N 7209, OF THE LENDING INSTITUTION. CERTIFICATIONS ARE ROBERT V. OS WALD SUBDIVISION 2, OF THE NEW YORK STATE EDUCA77ON NOT TRANSFERABLE TO ADD177ONAL INSTITUTIONS OR LAW. SUBSEQUENT OWNERS. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY 7. THIS SURVEY IS SUBJECT TO ANY FINDINGS OF A MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S TITLE SEARCH. LAND SURVEYING EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID 8. SUBSURFACE STRUCTURES AND UTILITIES WHICH TRUE COPIES. WERE NOT VISIBLE AT THE TIME OF THE SURVEY HAVE NOT BEEN SHOWN. 9. HALL RIGHTS RESERVED. COPYING OR REPRODUCTION 5 WA SH AD, LAGRANGEVILLE, NEW YORK 12540 FILE NO, 2012,029 OF THIS PLAN OR ANY PORTION THEREOF PROHIBITED (845)-226-6436 FAX (845)-226-1315 WITHOUT THE WRITTEN PERMISSION OF THE DESIGN DISC # ENGINEER / SURVEYOR.