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Home My WebLink AboutAs Builti DA0neDrive\C8r1son Projects\20-014 Mike Yost\20014-2.dwg z kn NOTES: 1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH M THE REGULATIONS OFF CONNECTICUT STATE AGENCIES, SECTIONS 20-300B MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND .MAPS. THE TYPE OF SURVEY IS AN IMPROVEMETN LOCATION SURVEY, AS --BUILT, THE BOUNDARY DETERMINATION CATEGORY IS A RESURVEY COMPILED FROM THE A--2 SURVEY MAP s REFERENCED BELOW. THE HORIZONTAL ACCURACY CONFORMS TO CLASS D NO DECLARATION IS EXPRESSED OR IMPLIED. BY THIS MAP OR COPIES THEREOF UNLESS THE F- 0 PRINT BEARS THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE ., F SURVEYOR WHOSE NAME AND REGISTRATION NUMBER APPEAR BELOW OR THEREON. 2. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE CONDITIONS DETERMINED BY FIELD SURVEY ON MARCH 11, 2022 3. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY !'HE RESPECTIVE-; UTILITY COMPANIES OR GOVERNMENTAL .AGENCIES, FROM PAROLE TESTIMONY AND FROM OTHER ` SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH .{ Ul ARE UNKNOWN. TO JAMES BERNARDO LAND SURVEYING, LLC. THE SIZE, LOCATION AND �d EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG cr 1-800-922-4455. MAP REFERENCE: PLAN SHOWING EXISTING CONDITIONS PROPERTY OF YOST HOLDINGS LLC 2260 CONNECTICUT ' ` ROUTE 32 A.K.A. NORWICH -NEW LONDON TURNPIKE AND MEADOW- LANE MONTViLLE , CONNECTICUT SCALE: 1"=20' AUGUST 2019 BY DIETER & GARDNER. N 90"00'00"E 400.42 ' ..� SIGN S 04078 '3 " W 4.07' CONCRETE BITUMINOUS PAVEMENT ' A/C PAD RAMPIse RAMP b vCC LO QC Do ; CONCRETE cc % j SIGN -IF PROPANEPAD�= .s O _ - _ COVERS00 ,j -cs-- - �* SIGN$... . SIGN 00 SIGN 1 T AIR-VENTCONCRETE- EXISTING BUILDING cn - an ` � w w �- DUMPSTER PAD �- w �n I z w p �- z TH=139.0 z4w�0i-z©Fa-err �.� Q ELEC D®NZ=-�'©�aaa� C/O METER Z �w zz�o SIGN , /j C/0 CONCRETE a SIGNS 0 � N >- - a F - o ca ___jC/0 w w Z w a U _ to . to t- w AIR VENT CONCRETE w ,Oo tQ- °°.� � w - � z - AIR VENT �tW-� z©ofy6a �� {�} S 02"00'22" W - 45,77 o � b ° z o 0- c'. � L'J o� as Mwa�z J�w�W�- w sopU >-szJ< w0��.�� -wa �_Qo.Tw-�Q _ BITUMINOUS PAVEMENT zz d O Q 4 w ? D F0 � vi v) o IGNS CBSIGN (1 7-137.6. P N 87'15157" W 15 .0.18 1� EH 131TUMINOUS PAVEMENT 4 rq -�t LTR DESCRIPTION DATE REVISIONS STORM WATER INFILTRATION SYSTEM 4 (NOT FIELD VERIFIED) + tx? w I LP EAST CONCRETE 0 19M PAD/SLAB AREA (� !1 II Foil 11 Il[] 11 I! 101 0 w �' ! 11 II fl If II ll II H it ( z -Ir- -fl-- -Ir -Jr- -Ir -Ir -!h -1- 0 CU I ll I! II II Il II U Il (( ( z I I! 11.11 II II !I II Il 11 ( - 1- 4- 4-_+ -IF-I Cn vQ !- -1�- -4-- -11- -r(l-- -1(- --(I- --If- -I(- --((- 4 !I 11 N II f l Il it 11 IPUJ !- 4- -41� Il Il-- jl- -.1I- -!(- - Ik- .I L. 4 Lu o Z 11 fl H !I if II II N !I l- J 1._ JhJL_JLJLJLJLJLJLJLJ �. RMA � � o ! o I !1 !1 p I 1! If 11 N II ,�0 0�- Q z CB 0 TF==135.5 DMH �=134.4 :D R=135.3 I O LEGEND 000 -� 0 0 THE FOLLOWING SYMBOLS/ABBREVIATIONS P MAY APPEAR ON THIS DRAWING --T '=-- - 11Cu w AC ACRES HTBy`---HIGH_TLI E BUSH :� AIR VENT uJ SIGN FMM CU BF BASEMENT FLOOR SP SPARTINA PATENS ) BCLCui z Cn - " ' W ' 1625 BIT- BITUMINOUS SA SPARTINA ALTERNAFLORA N 87-- BCLC BITUMINOUS CONCRETE UP CURBING TBR TO BE REMOVED , �----_._.�._. � ' -" 0 LL CONC CONCRETE TYP TYPICAL gCLC P--5 DIA DIAMETER SOIL PERC TE -ST -LOCA -TION j THs GALLWAN LANE 0 DB DISTRIBUTION BOX SOIL DEEP TEST LOCATION --- 1�- EOP EDGE OF PAVEMENT WELL Sheet No. ELEV ELEVATION APO HYDRANT FF FINISHED FIRST FLOOR TREE LF LINEAR FOOT BUILDING SETBACK LINE (MIN) MINIMUM CLEARING LIMIT UNE '! MA MORE OR LESS EXISTING TREELINESHEET I l OF 1 N/F NOW OR FORMERLY - - - -158- - - - EXISTING CONTOUR i + TO THE BEST OF MY KNOWLEDGE: AND BELIEF THIS MAP IS Scale: PVC POLY VINYL CHLORIDE 58 NEW CONTOUR GRAPHIC SCALE SUB TANTIALLY CORRECT AS NOTED HEREON. SCH40 SCHEDULE 40 SEDIMENT FENCE 20 0 10 20 40 so Date 5.4x SPOT ELEVATION =- — — -- - STORM DRAIN PIPE MARCH 18, 2022 I SF SQUARE FEET STONE WALL IN FEET ) MES BER NAR 0 LICENSE #70121 Project roject ALO. TR TO REMAIN S— SANITARY .SEWER20014-.2 1 inch 20 ft.- WATER W