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HomeMy WebLinkAboutSub-Division Plan REV 9-20-2010- - -T -----------; 332.11' € 0.20' { N/F JAMES E. & LISA M. ORZECHOWSKI ' }o € MONUMENT € 100 € FOUND € 125 \ ° 150 f DETAIL NOT TO SCALE € t `� `_- ------ ----- MONUMENT MONUMENT S54'27'11 "E QUND S56'47'11"E - - �___ _ - S5 '47 181__E� _ FOUND _ � _. - _ ___ - --- 331.00_ _ .��� - - `� - 34.82` `� 2 �3 D 20 , \ \ \ \ 75 STEEL POSTS , �� FOUND E \ 1 (TYPICAL) IIVZP©� 160 B \ �, \H 4 TR 2g5 f ' 5 ``' ` \, ,\ '\j Z0 ;p. \ \ P \ \ > > \ , r lNC _ 34/1 C CONCERETE RIGHT TO DRAIN TOY- RETAINING rn co BE CONVEYED TO THE WALL N �) Nth TOWN OF MONTVILLE GARDE B- 0 \ 50 ss�� r� it PO 0000 �/'- 34- ( ` � SYS M .� ° \ \ \ \ \\ \ Lo F \ r� N pe) 71 Z / - AREA-- 93,41 "Sq. Ft. \ ti, �. \ . M N \ 2.14 ACRES 83.3 s ' 39 170 (JAMES E. & LISA M ' ORZECHOWSKI EXISTING WELL ' 7 � �, \ `� � � \ \ � � ;APPROXIMATE LOCATION � \ �XPOSED LEDGE (TVP) �` .\ �\ �. � 25 HELT CO. SHED 7984S 182.0 X WIRE 23. \ FCE/ r \ 2SORY� \ 2 6$•17 3-7 HELT CO. 82\5 HOUSE F�\ G \ ,i� o -q984 �� ` ` \ \ i < \ t ►moi y \TE- � \ �,, � � � \ \ � � < _ 1 � �_------_ € € IP € € FND € € € f 0.42' f € I € I € € 0.20` € PROPERTY € CORNER € € DETAIL NOT TO SCALE L--------..—.---- DATE OF COMPLETION OF ALL WORK COMMISSION CHAIRMAN / SECRETARY DATE - APPROVED BY THE THE WATER POLLUTION CONTROL AUTHORITY, THE PUBLIC WORKS DIRECTOR, THE UNCAS HEALTH DISTRICT, ASSESSOR, AND THE MAYOR. WATER POLLUTION CONTROL AUTHORITY DATE 0 IP FND PUBLIC WORKS DIRECTOR DATE DRILL HOLE SET UNCAS HEALTH DISTRICT DATE ASSESSOR DATE TO BE SET MAYOR APPROVED BY THE MONTVILLE PLANNING AND DATE ZONING COMMISSION CHAIRMAN DATE - - - - - -- - SECRETARY DATE PROPOSED CONTOUR NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN JOB# 10-045 .\ APPROXIMA i - ,� LOCATION E\ \ EXISTING/ G TS\ \ \ SEPTIC\ AREA= 329, 2 Sq. Ft. \ S TEM Zoo, 'y' \ X06 `� 7. AC S I l I I I I j 45.2 Z°v s o 25 1-1 60 N/F �� `.. `� r I , / / ` l J f ! 16.5' °g°oo NANCY B. ENOS ET AL °°o°ao °°0000010 °°° 0010 25.02 ���° t} %� ` ! 75' CONSTRUCTION ENTRANCE e \ I E7r`_r-7AIn c STONE WALL \ - PROPERTY LINE - - - STREET LINE 0 IP FND IRON PIPE FOUND 0 DH SET DRILL HOLE SET El MONUMENT OR DRILL HOLE TO BE SET REBAR OR DRILL HOLE 0 TO BE SET UTILITY POLE --t- BUILDING SETBACK LINE - - - - - -- - EXISTING CONTOUR PROPOSED CONTOUR APPROXIMATE TEST PIT LOCATION APPROXIMATE PERC LOCATION H HOUSE P PRIMARY SEPTIC AREA R RESERVE SEPTIC AREA w WELL TOPSOIL STOCKPILE SILTFENCE FD FOOTING DRAIN 34/1C ASSESSOR'S MAP/LOT NUMBER [__`�45 STREET ADDRESS AS AS ASSIGNED BY ASSESOSOR /f tiQ,. 'moo / i l 1 N/F JAMES L. QUIDGEON 155 1 / / / / / / �' / / / / / c / f DH SET TO BE CONVEYED 150 TO TOWN OF MONTVILLE (SEE DETAIL) - ' 25 F 100 �\ / / 1 \ GMAC MORTGAGE LLC moo. 125 f 50 5 \ N/F f MICHAEL J. TOURANGEAU \ 5'j ©DH ti„��rN SET 75 { g•�� I DIETER &'GARDNER LAND SURVEYORS • PLANNERS P.O. BOX 335 1641 CONNECTICUT ROUTE 12. GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 EMAIL: DIETER.GARDNEROSNET.NET I € I I € o2 E € 420 € ti o6 1- € N '` f € IAN r I a� € € € DETAIL NOT TO SCALE € GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 f 160 Ly.,54 N86'51'03"W 11.66' P LA N s 1-10 w I T'.T G- J -AL C 0 1E3 S 0 1NZ JACOBS0N SL.7BDIVISION PROPERTY 0p DONNA BELLE JAC013SOIST 437 KITEMALTG- ROAD MONTV'ILLE 9 COT`TNECTICT_TT SCALE: 1-99=4-09 SEPTEMBER 2010 N82 -20'2.2"W 15.64' SHEET 2 OF 3 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC, IT IS A BOUNDARY SURVEY BASED ON A RESURVEY CONFOMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T—D. TO MY KNO"GF' AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. _ f TITLE:' LAND WhVEYOR CT No. 14208 DATE: — ­SEPTEMBER 20, 2010 EROSION & SEDIMENTATION CONTROL PLAN THIS PROJECT IS FOR THE DEVELOPMENT OF A TWO LOT RESIDENTIAL SUBDIVISION. (ONE NEW LOT) 347 K|TEMAU0R0AD CONTAINS AN EXISTING HOUSE. CONSTRUCTION SEQUENCE: HOUSE ) STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAY AND HOUSE. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. J. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREA. 5.INSTALL/CONNECT UTIL|TIES 8. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. GENERAL NOTES ). MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS HAVE BEEN STABILIZED. 2. UW|TS.OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES ARE TOrBE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEU|EMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. 3SLOPES IN H|Cn MAINTENANCE AREAS SnxU- NOT EXCEED 3'1 (H:V) 4. NO DRIVEWAY SHAH BE GREATER THAN 207. SLOPE AT ANY POINT. ANY DRIVEWAY HAVING A GRADE OF 10xn0R MORE. BUT NOT EXCEEDING 2O7., SHALL BE PAVED FOR THE LENGTH OF THE DRIVEWAY EXCEEDING lO%JGRADE. TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 lbs./ 1000 S.F. APPLY 10-10-10 FENTIUZER, OR EQUIVALENT, ATA RATE OF 7.5 lbs.11000 3.F. AND LIMESTONE AT A RATE OF QO |bs./lOOO S.F. APPLY STRAW OR HAY MULCH AT x RATE OF 70 |by./1000 S.F. PERMANENT SEEDING SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE 8TUN[8 LARGER THAN 2" IN DIAMETER. APPLY LIMESTONE ATA RATE OF QO S.F. FERTILIZE WITH 10-10-10. OR EQUIVALENT, AT A RATE OF 7.5 |b WORK LIMESTONE AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4^ WITH A HARROW DR EQUIVALENT. SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDRUGEEOEH. LIGHTLY DRAG OR ROLL THE 8[EO SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR BETWEEN AUGUST 15 AND SEPTEMBER 30]F SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYOR8gEEUER IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 |bo,/1000 S.F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SPRING 2011. SANITARY DESIGN CRITERIA ~' ~' `` / \ / N/F WEST FARMS LAND TRUST INC. HELT CO. CP 7983 7984S PA VED DRIVE HELT CO. HOUSE 7984 34/1 13471 | `~ HELT CO. \ 36 - � 3uu, /N/F -- \ | \ w | \ U-) '' |- NANCY ( B. ENOS ET AL N/F . _ ` ` CONVEYED OUT BY JACOBSON n0wARo R. Jr. BEETHAw / JANUARY 22. 1965 � CP 7987m��| -- ' ) \ \ ELEANOR W. HOWARD--��'-- \ \ ° \ _~ \ JACOBSONJAMES L. QUIDGEON c-) I \ TO MYRTLE L. STAUBLEY ` APRIL 21. 1970 \ \ \ 34/1%-/ \ CP 7987N/F1 -1 - JACOBSON TO \ iGMAC MORTGAGE RICHARD J. /k KATHERINE B � GEORGE MAY8. 1970 [34\ :/l Dc / 300' --- -- \ /ao N/F ( 1 / / MICHAEL J. TDURANQExu �z / m/ . _ � J. A. 34-5 K|TEWAUG ROAD IS LAYIED OUT FOR A FOUR BEDROOM HOME. 347 v3TEMAUG ROAD IS LxYEO OUT FOR FOUR BEDROOM HOME. B ALL PERCOLATION RATES ARE BETWEEN 1.0 TO 10.0 MIN/INCH C. A LEACHING SYSTEM FOR A FOUR BEDROOM HOME REQUIRES 680 S.F. OF EFFECTIVE LEACHING AREA. D. CONVENTIONAL STONE LEACHING TRENCHES SELECTED FOR FOR LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE: 3SF. MINIMUM LENGTH OF STONE LEACHING TRENCH REQUIRED: 8808.F/3S.F./LF = 22O' E. MINIMUM LEACHING SYSTEM SPREAD: MLS8 = MF x FF x PF np nyORAuuC FACTOR BASED OF GRADIENT AND, DEPTH TO RESTRICTION FF FLOW FACTOR, 20 FOR FOUR BEDROOM HOME DESIGN PF = PERC FACTOR, 1.2 FOR PERC RATE BETWEEN 51 & 100 MIN/INCH STREET ADDRESS (�RVDI{]N[ RESTlRI{3lDN. ±�� FF pF REMARKS 347 K|TEMAUQ RD 8.1 - 10% 48.1 TO GO^ 16 2.0 1-2 38.4' SEE NOTE I 345 N|TEMAUQ RD - - - - - - SEE woTc 2 NOTE 1. REQUIRED BY HEALTH CODE TO MEET B-100. NOTE 2. MLSS DOES NOT APPLY, ALL RESTRICTIONS GREATER THAN 60^ IN DEPTH F. EFFECTIVE LEACHING SYSTEM PROVIDED FOR CONCEPTUAL LOT LAYOUT DESIGN. 317 K|TEWAUQ RD 3 - 75' LONG STONE TRENCHES FOR RESERVE 3 x 75' x 3 SF/LF ~ 875 SF AREA 345 x]TEMAUC RD 3 - 75' LONG STONE TREmCHES, PRIMARY AND RESERVE 3 x 75' x 3 SF/LF ~ 875 SF G. PER THE STATE HEALTH CODE: THE 347 NlTEWwJG ROAD B-lOO SEPTIC SYSTEM AND THE j45mrcVAus ROAD SEPTIC SYSTEM DO NOT REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN. H FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE sEp�c srSncNI A RODENT PROOF COVER SHALL BE PROVIDED AT THE FUuwOATI0w OUTLET DRAIN AT DAYLIGHT. STONE WALL ------ -- ------ PROPERTY LINE --------------- STREET LINE 34/1 C ASSESSOR'S MAP/LOT NUMBER 345 STREET ADDRESS AS AS ASS|G2mED BY AS5ESOSOR UTILITY POLE r - NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VAUD WITHOUT THE EMBOSSED SEAL AND 4ioSIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN ' UB 10-045 THE WORD "CERTIFY" /S UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESS/OwxLOP|m|Om BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. 300, JACOBSON TO ALBERT H. Jr LOIS D. OuELLETTE APRIL 29. )gBJ N/F ALBERT H. JR. &c MAR/ON H. DUELLErTE PROPERTY HISTORY MAP GRAPHIC SCALE / IN FEET ) 1 inch = 100 ft. DIETEK����1P���� �r ��/k ��U��� ���� R ��u� �� �������������u� LAND SURVEYORS ° PLANNERS P.O. BOX 335 1641 CONNECTICUT ROUTE 12 GALES FERRY, CT. 136335 (880) 464-7455 FAX (880) 484-5028 EMAIL: D\ETER.GARDNEROSNET.NET DEEP TEST PIT PERCOLATION TEST DATA WITNESSED AND RECORDED ON 12/15/05 BY DAVID COUCwum' RS AND GARY J. vNNxLSK|. P.E. TP ATP B TP C 0-7^ TOPSOIL 0-5~ TOPSOIL 0-8^ TOPSOIL 7-35^ BROWN SANDY LOAM 5-23~ BROWN SANDY LOAM 6-28^ BROWN SANDY LOAM 35-58^ GREY SAND 23-49^ GREY MEDIUM SAND 28-30^ GREY SAND LEDGE 058^ 49-58^ WATER 30-50^ WATER NO WATER LEDGE 0 58^ NO [EDGE NO MOTTLING WATER 0§4Q^ WATER @30^ NO ROOTS NO MOTTL/NG MOTTLING 0 20^ NO ROOTS NO ROOTS TP D 0-0' TOPSOIL 8-25' BROWN SANDY LOAM 25-50" GREY SAND 50-80^ WATER NO LEDGE WATER 05O^ NO MOTTLING NO ROOTS TP G 0-7- TOPSOIL 7-30' BROWN SANDY LOAM 3O-72" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP E O -b' TOPSOIL 5-20" BROWN SANDYLOAM 30-82^ GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP * 0-7- TOPSOIL 7-26" BROWN SANDY U}Aw 28-72" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP JTP K O -g^ TOPSOIL 0-10" TOPSOIL 9-20^ BROWN SANDY LOAM 10-42" BROWN SANDY u]AW 20-50' GREY SANDY TILL , LEDGE 05O WATER ATER 035^ LEDGE @5DNO MOTTL|NO WATER 0 35, NO ROOTS MOTTLING 035, NO ROOTS TP F 0-7' TOPSOIL 7-29' BROWN SANDY LOAM 29-70" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP | 0-4^ TOPSOIL 4-25' BROWN SANDY LOAM 25-43' GREY SANDY TILL LEDGE@n 43"' NO WATER MOTTLING @ 43~ NO ROOTS TP L O -r TOPSOIL 7-27^ BROWN SANDY LOAM 27-43" GREY SANDY TILL LEDGE @ 42^ WATER 0 42" NO MOTTLING NO ROOTS PERCOLATION TEST PERFORMED BY GARY J. WINALSKI, PE ON 12/15/05 PERC AB READING PRESOAK 1-7 HOURS DEPTH 33' TIME READING v:4O 2O~ 1'50 22 1/2^ 2:OO 24" 2:1O 25 1 2:2O 26 1 2:3U 27 1 23 1/4~ PERC. RATE: 10.0 MINS/INCH PERC EF PRESOAK 1.25 HOURS DEPTH 36' 11ME READING 3-05 22 3/4^ 3:)5 27~ ��25 3O' 3:35 32' 3:45 34~ 3.55 38' 4: 05 DRY PERC` RATE 5.0 MINS/INCH PERC CD PRESOAK 1-5 HOURS DEPTH 33" TIME READING 1:55 19 1/2^ 2'O5 �� 2:l5 24' 2:25 25 //2" 2:35 27' 2:45 28 1/2^ 2:55 3O^ PERC. RATE: 6.7 MINS/INCH PERC CU PRESOAK 1.5 HOURS DEPTH 33' TIME READING 3:2O 24^ 3:3O 2r 3'4U 29" 3x50 30 1/2' ^uOo 3211 4:10 33 1/2^ 4,2O 36^ PERC. RATE. 6.7 w|m3/1wCn PERC BETWEEN |JKL PRESOAK 1.25 HOURS DEPTH 26^ TIME READING \Ct55 14� HARD WOOD STAKE 1l:05 17^ 11;15 19^ 100* 11:25 20 1/2^ 11:35 22^ 11:*5 23 1/4~ 11:55 2^ 1/2^ 12:05 25 3/*~ PERC. RATE: 8.0 wiwS/1mcH 1. FILTER FABRIC SMALL BE MIRAFI 50DX, EXXON GTF 200, AMOCO 1189 OR APPROVED EQUAL CONSTRUCTION ENTRANCE NOT TO SCALE |. FILTER FABRIC SHALL BE M|RAF "SILT EXXON GTF 180, AMOCO 1380. OR APPROVED EQUAL FILTER FABRIC SEDIMENT BARRIER NOT TO SCAIF IP Ft 0 F:p IE n I-ry Fl][s 1-r 0 1?. IV m Al IP D]EF:F» ,rF:S,-r ]P][,"r DAL~"rzN AL 1`4 D ����F�Z l?, A,- rr]['V1E] AL 17%-T ID ID IE: rr.A][I� S F, lz 0 IP F: IR rr �v 0 IF 1) 0INT T�T ,k 1B IE: IL I, IE ][A C 0 113 S 07**T -4� 3 7 IK][rr IE: M AU Gx- FZ 0,AL 1E) M 01---; rrVj ]L]L]E� C 0]--*T]%Z ]E C rr I C 7 T rr SR1PrrRM1B1El:Z 2010 SHEET 3 OF 3 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A COMPILATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS "D". TO MY KNOWLEDGE, AND �3ELJEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: / uAwb SURVEYOR CT No. 14-208 FILTER FABRIC HARD WOOD STAKE COMPACTED BACKFILL 100* FLOW |. FILTER FABRIC SHALL BE M|RAF "SILT EXXON GTF 180, AMOCO 1380. OR APPROVED EQUAL FILTER FABRIC SEDIMENT BARRIER NOT TO SCAIF IP Ft 0 F:p IE n I-ry Fl][s 1-r 0 1?. IV m Al IP D]EF:F» ,rF:S,-r ]P][,"r DAL~"rzN AL 1`4 D ����F�Z l?, A,- rr]['V1E] AL 17%-T ID ID IE: rr.A][I� S F, lz 0 IP F: IR rr �v 0 IF 1) 0INT T�T ,k 1B IE: IL I, IE ][A C 0 113 S 07**T -4� 3 7 IK][rr IE: M AU Gx- FZ 0,AL 1E) M 01---; rrVj ]L]L]E� C 0]--*T]%Z ]E C rr I C 7 T rr SR1PrrRM1B1El:Z 2010 SHEET 3 OF 3 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A COMPILATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS "D". TO MY KNOWLEDGE, AND �3ELJEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: / uAwb SURVEYOR CT No. 14-208