COWETA COUNTY - 3RD DISTRICT COWETA COUNTY - 2ND …

APPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINE

6

79

8

1

23 4

5

10 11 1213

1415

CORINTH ROAD

(80' R/W)

AARON YOUNG ROAD

(80' R/W)

BOHANNON ROAD

(80' R/W)

BEAVERS ROAD

(80' R/W

)

BOHANNON ROAD

AARON YO

UNG ROAD

(80' R

/W)

CORINTH RD

(80' R

/W)

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L.L.10

L.L.11

L.L.176

L.L.145

APPROXIMATE LAND LOT LINE


L.L.143

L.L.114

L.L.115

L.L.142

L.L.143

L.L.114

L.L.144

L.L.113

L.L.144

L.L.113

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L.L.143

L.L.146

L.L.142

L.L.147



L.L.144

L.L.145


COW

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2ND

DIST

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COW

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L.L.9

L.L.10


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L.L.11

L.L.177

L.L.12


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L.L.11

L.L.176

L.L.144

L.L.145

L.L.143

L.L.146

L.L.176

L.L.175

L.L.177

L.L.178


L.L.176

L.L.145

L.L.175

L.L.146

APPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINE

SHEET

SHEET TITLE

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C Moore Bass Consulting

DATE

FILE #

CONTRACT #

DRAWN BY

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ARCHIVE

V:\A

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A41.0097-PLAT.dwg

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oorebass.com

1350 K

eys F

erry C

ourt

McD

onough, G

eorgia 30253

(770) 914-9394 (O

ffice)

(770) 914-9596 (F

ax)

The Drawings, Specifications and other documents

prepared by Moore Bass Consulting, Inc. (MB) for

this Project are instruments of MB for use solely

with respect to this Project and, unless otherwise

provided, MB shall be deemed the author of these

documents and shall retain all common law,

statutory and other reserved rights, including the

copyright.

1350 KEYS FERRY COURT

McDONOUGH, GA 30253

LSF #1179

SEAL

7/1/19

1 OF 4

FINAL

SURVEY

CO

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270 N

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RJD/BKM

THIS BOX IS RESERVED FOR THE CLERK OF SUPERIOR COURTRECORDING INFORMATION.

VICINITY MAP (NOT TO SCALE)

FINAL SURVEY FOR:CORINTH LANDING

LOCATED INLAND LOTS 114, 142, 143, 144, 145,

146 & 176 - 2ND DISTRICTLAND LOTS 9, 10 & 11 - 3RD DISTRICT

COWETA COUNTY, GEORGIA

SITE

SMOKEY RD

DR BRUCE JACKSON RD

CORINTH RD

W GRANTVILLE RD

HANNAH RDEARL NORTH RD

GRANDMA BRANCH RD

BOHANNON RD MIKE POWERS RD

BEAVERS RD

BETHLEHEMCHURCH RD

OLD CORINTH RD

CORINTH RD

BUILDING PERMITS FOR LOTS STAMPED BY THE TRANSPORTATION AND ENGINEERING DEPARTMENT WILL BE RELEASEDSUBJECT TO THE FOLLOWING:

TE/A: SITE PLAN REQUIRED SHOWING BUILDING AND DRIVEWAY LOCATION.

TE/B: SITE PLAN REQUIRED SHOWING BUILDING LOCATION AND ELEVATION.

TE/C: SITE PLAN REQUIRED SHOWING BUILDING LOCATION, ELEVATION AND DRAINAGE/GRADING.

NO N.G.S. MONUMENT FOUND WITHIN 500 FEET OF ANY POINT ON THE SUBJECT PROPERTY.

ALL PROPERTY CORNERS REFERENCED AS I.P.S. INDICATES A 1/2" REBAR PLACED W/CAP LSF 001179 UNLESS OTHERWISENOTED.

MOORE BASS CONSULTING AND/OR ROBERT J. DEBIEN DO NOT GUARANTEE THAT ALL EASEMENTS AND SUB-SURFACECONDITIONS WHICH MAY AFFECT THIS PROPERTY ARE SHOWN.

THIS DRAWING HAS BEEN GENERATED ELECTRONICALLY. THIS MEDIA SHOULD NOT CONSIDEREDA CERTIFIED VALID DOCUMENT UNLESS IT HAS BEEN PROPERLY SEALED, SIGNED, AND DATED BY ROBERT J. DEBIEN INCONTRASTING COLOR OF INK PER O.C.G.A. 43-15-22.

THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT WHICH COULD REVEAL ENCUMBRANCES NOT SHOWN.ALL MATTERS TO TITLE ARE EXCEPTED.

THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTY OR ENTITY NAMED HEREON AND THE CERTIFICATION DOESNOT EXTEND TO ANY OTHERS.

THIS PLAT MAY NOT CONFORM TO THE BEARINGS AND DISTANCES RECORDED ON THE DEED AND/OR PLAT OF RECORD DUE TOSEVERAL FACTORS INCLUDING, BUT NOT LIMITED TO, THE NATURE OF THE ADVANCES IN SURVEYING TECHNOLOGY SUCH ASELECTRONIC DISTANCE MEASURING DEVICES AND THE ADVENT OF SURVEY GRADE G.P.S. MEASUREMENT EQUIPMENT.

THIS SURVEY IS REFERENCED TO THE NORTH AMERICAN DATUM (N.A.D.) OF 1983(1994 ADJUSTMENT) FOR HORIZONTAL DATUMAND THE NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) 1988 FOR THE VERTICAL DATUM. THE USE OF G.P.S. SURVEYMEASURING TECHNIQUES WERE USED FOR THESE DATUMS AND BASED ON THE POSITIONAL VALUES FOR THE VIRTUALREFERENCE STATION NETWORK DEVELOPED BY EGPS SOLUTIONS. THE ORTHOMETRIC HEIGHTS WERE DERIVED USING THEGEOID A12.

ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.

UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE. ADDITIONAL UTILITIES MAY EXIST ABOVE OR BELOW GROUND. NOCERTIFICATION OR GUARANTEE IS MADE AS TO THE ACCURACY OR THOROUGHNESS OF THE UTILITIES OR STRUCTURESSHOWN HEREON. PER GEORGIA LAW THE UNDERGROUND UTILITIES PROTECTION SERVICE MUST BE CALLED PRIOR TO THECOMMENCEMENT OF ANY AND ALL EARTH DISTURBING ACTIVITIES.

THE FIELD DATA UPON WHICH THIS PLAT IS BASED HAS A CLOSURE PRECISION OF ONE FOOT IN 24,234 FEET, AND AN ANGULARERROR OF 02" PER ANGLE. IT WAS A CLOSED LOOP TRAVERSE AND WAS ADJUSTED USING THE LEAST SQUARES METHOD.

THE CLOSURE PRECISION OF THE DATA SHOWN ON THE MAP OR PLAT. "THIS MAP OR PLAT HAS BEEN CALCULATED FORCLOSURE AND IS FOUND TO BE ACCURATE WITHIN ONE FOOT IN 859,444 FEET" THE CLOSURE PRECISION PLACED ON THESURVEY SHALL BE BASED ON AN ACTUAL MAP CLOSURE THAT HAS BEEN INDEPENDENTLY CALCULATED BY THE SURVEYOR BYUSING THE BEARINGS AND DISTANCES FROM THE FACE OF THE PLAT, AND SHALL NOT BE A GENERALIZATION.

ALL LOTS OR PARCELS SHOWN ON SURVEY ARE LINEAR AND ANGULAR MEASUREMENTS WERE OBTAINED USING A TRIMBLE S6ROBOTIC TOTAL STATION & CHAMPION TKO ROVER GPS UNIT. THE FIELDWORK WAS COMPLETED NOVEMBER 6, 2006 ON THISPROJECT.

SURVEY NOTES

LOT DESIGNATION

STORMWATER MANAGEMENT PLANA DETAILED HYDROLOGY REPORT AND STORMWATER MANAGEMENT PLAN IS NOT REQUIRED DUE TO

THE LOT SIZES BEING 5.0 ACRES (MINIMUM).

1. REDUCTION OF LIMITS OF CLEARING AND GRADING FOR PRESERVATION OF NATURAL FEATURES

AND UNDISTURBED NATURAL AREAS AROUND THE PERIMETER OF EACH HOUSE SITE. RUNOFF

FLOWS AS SHEET FLOW THROUGH THESE NATURAL VEGETATED AREAS TO ENHANCE WATER

QUALITY.

2. LARGER LOT SIZES (GREATER THAN 3.0 ACRES) CREATES A LIMITED AMOUNT OF IMPERVIOUS AREA.

EACH LOT INCLUDES APPROXIMATELY 0.11 ACRES OF IMPERVIOUS AREA (INCLUDING THE HOUSE

AND DRIVEWAY). TOTAL IMPERVIOUS AREA = [0.11 AC X 20 LOTS] + [2.24 AC OF ACCESS DRIVE] = 4.4

AC (1.9% OF THE TOTAL AREA).

3. ROOF DOWNSPOUTS ARE DIRECTED AWAY FROM THE HOUSE IN ALL DIRECTIONS ALLOWING THE

CONCENTRATED FLOW TO BE DISCHARGED TO PERVIOUS AREAS WHICH SERVE AS OVERLAND

FLOW/FILTRATION ZONES. THE FINISHED GRADE AROUND EACH HOUSE SHALL BE LESS THAN OR

EQUAL TO 3% OR A FOR A DISTANCE OF 25' AROUND THE PERIMETER OF THE HOUSE WITH GUTTER

DOWNSPOUTS ORIENTED TO ALLOW FOR SHEET FLOW ACROSS THE OVERLAND FLOW/FILTRATION

ZONES.

THE ACCESS ROAD, BRIDGES, CULVERTS, ETC. NEED TO BE BUILT TO WITHSTAND THE WEIGHT OF A FIREAPPARATUS OF 51,000 LBS AND HAVE AN UNOBSTRUCTED CLEARANCE HEIGHT OF AT LEAST 13'-6".

ANY PROPOSED HOUSE, WHICH IS LOCATED LOCATED MORE THAN 1,000 FEET FROM THE NEAREST FIREHYDRANT, WILL HAVE AN ISO PROTECTION CLASS RATING OF 9 INSTEAD OF 4, WHICH CAN RESULT INSUBSTANTIAL INCREASES IN INSURANCE PREMIUMS FOR THE PROPERTY OWNERS.

FIRE DEPARTMENT NOTE

I HEREBY CERTIFY THAT THE ACCEPTED ENGINEERING PROCEDURES AND DESIGN METHODS WERE USED TO ESTABLISHTHE LAYOUT OF THIS DEVELOPMENT; THAT THE STREETS, DRAINAGE STRUCTURES AND ANY OTHER DESIGN FEATURESHAVE BEEN CONSTRUCTED ACCORDING TO THE DEVELOPMENT CONSTRUCTION DRAWINGS AND REVISIONS APPROVEDBY THE COWETA COUNTY SUBDIVISION REVIEW COMMITTEE; AND THAT ALL APPLICABLE ENGINEERING REQUIREMENTSOF THE "LAND SUBDIVISION REGULATIONS" FOR RESIDENTIAL, COMMERCIAL AND/OR INDUSTRIAL SUBDIVISIONS AND ALLAPPLICABLE REQUIREMENTS OF THE "ZONING REGULATIONS" OF COWETA COUNTY, GEORGIA, HAS BEEN FULFILLED,EXCEPT AS OTHERWISE APPROVED BY THE REVIEW COMMITTEE.

ANTHONY L. WIGGINS, P.E. # 032281 DATE:

THIS PLAT DOES NOT CONSTITUTE A SUBDIVISION, AS CURRENTLY DEFINED BY COWETA COUNTY ZONING ANDDEVELOPMENT ORDINANCE : THEREFORE. COWETA COUNTY AFFIRMS THAT FORMAL REVIEW AND PLAT APPROVAL ISNOT REQUIRED PRIOR TO RECORDING OF THIS SURVEY.

ACKNOWLEDGEMENT SIGNATURE, COWETA COUNTY PLANNING DEPARTMENT DATE:

AFTER AN INSPECTION OF THE LANDS PLATTED, WETLANDS HAVE BEEN FOUND AND LOCATED AS SHOWN.

WETLANDS SHOWN UPON THIS FINAL PLAT ARE UNDER THE JURISDICTION OF THE U.S. ARMY CORPS OF ENGINEERS.DISTURBANCE TO THESE WETLAND AREAS IS PROHIBITED WITHOUT PROPER AUTHORIZATION.

ENGINEER/CERTIFIED WETLANDS SPECIALIST DATE

AS REQUIRED BY SUBSECTION (c) OF O.C.G.A. SECTION 15-6-67, THIS MAP OR PLAT HAS BEEN PREPARED AND ISSUEDFOR SUBMITTAL AND APPROVAL BY THE LOCAL JURISDICTION AS IS EVIDENCED BY THE APPROVAL CERTIFICATES,SIGNATURES, STAMPS, OR STATEMENTS HEREON. SUCH APPROVALS OR AFFIRMATIONS SHOULD BE CONFIRMEDWITH THE APPROPRIATE GOVERNMENTAL BODIES BY ANY PURCHASER OR USER OF THE SURVEY OR MAP AS TOINTENDED USE OF ANY PARCEL. FURTHER, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS MAP, PLAT,OR PLAN COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SETFORTH IN CHAPTER 180-7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONALENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-6-67. IT IS HEREBYCERTIFIED THAT PLAN SHOWN AND DESCRIBED HEREON IS A TRUE AND CORRECT SURVEY MADE ON THE GROUNDUNDER MY SUPERVISION, TO THE ACCURACY REQUIRED BY THE SUBDIVISION REGULATIONS OF COWETA COUNTY,GEORGIA, AND THAT THE MONUMENTS SHOWN HAVE BEEN PLACED TO THE SPECIFICATIONS SET FORTH IN SAIDREGULATIONS.

ROBERT J. DEBIEN, GA REGISTERED LAND SURVEYOR NO. 2964 DATE

I HEREBY CERTIFY THAT THIS FINAL PLAT IS A TRUE REPRESENTATION OF THE RESULTS OF AN ACTUAL SURVEY BYME OR UNDER MY SUPERVISION, CONFORMING TO THE NORMAL STANDARDS OF CARE OF PROFESSIONALSURVEYORS PRACTICING IN THE STATE OF GEORGIA AND THAT ALL MONUMENTS SHOWN HEREON ACTUALLY EXISTOR ARE MARKED "FUTURE" AND THAT THE SURVEYING REQUIREMENTS FOR FINAL PLATS OF THE "DEVELOPMENTREGULATIONS" AND "ZONING REGULATIONS" OF COWETA COUNTY, GEORGIA, HAVE BEEN FULFILLED. ACCORDING TOTHE STATE OF GEORGIA SAFE DAMS ACT MAP FOR COWETA COUNTY, GEORGIA, I HAVE DETERMINED THEDEVELOPMENT DOES NOT LIE IN A BASIN BELOW A CATEGORY II DAM.

ROBERT J. DEBIEN, GA REGISTERED LAND SURVEYOR NO. 2964 DATE

1. SURVEY FOR LAND CONTRACT ACCEPTANCE CORPORATION BY JIMMERSON-DICKSON, INC., ENGINEERS AND SURVEYORSDATED MARCH 31, 1976 AND RECORDED IN PLAT BOOK 21, PAGE 21.

2. COMPILED PLAT FOR H.T. BREMER BY JOHN R. CHRISTOPHER DATED NOVEMBER 18, 1983 AND RECORDED IN PLAT BOOK 32,PAGE 289.

3. PLAT OF SURVEY OF PROPERTY OF RICHARD BILSKIE BY T.Y. MATTOX DATED SEPTEMBER 9, 1970 RECORDED IN PLAT BOOK14, PAGE 185.

4. PLAT OF SURVEY OF DEER RUN BY LANDMARK SURVEYING, INC. DATED NOVEMBER 5, 1987 AND RECORDED IN PLAT BOOK 44,PAGE 271.

5. SURVEY FOR PAUL ROBINSON BY JASON D. TURNER DATED NOVEMBER 9, 2000 AND RECORDED IN PLAT BOOK 72, PAGE 223.

6. PLAT OF PROPERTY FOR BARBARA B. CHAPMAN BY CULLEN REID PATTON, JR., DATED JULY 15, 1977 AND RECORDED IN PLATBOOK 23, PAGE 13.

7. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY J. HUGH CAMP DATED DECEMBER 3, 1969 AND RECORDED IN PLAT BOOK13, PAGE 137.

8. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY J. HUGH CAMP DATED DECEMBER 8, 1969 AND RECORDED IN PLAT BOOK13, PAGE 139.

9. PLAT OF SURVEY OF FOUR SEASONS OF GEORGIA BY JIMMERSON-DICKSON, ENGINEERING AND SURVEYORS DATED APRIL 20,1970 AND RECORDED IN PLAT BOOK 14, PAGE 7.

10. PRELIMINARY TITLE COMMITMENT NO. 18577/20531EFFECTIVE DATE OF COMMITMENT: SEPTEMBER 17, 2006

11. DEED BOOK 4714, PAGE 308 OF CORINTH ACRES, LLC RECORDED AT COWETA COUNTY JULY 7, 2018.

AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP PANEL NUMBER: 13077C0240D, EFFECTIVE DATE FEBRUARY 6, 2013, APORTION OF THIS PROPERTY IS LOCATED WITHIN A FEDERALLY DESIGNATED FLOOD HAZARD ZONE.

100 YEAR FLOOD LINE SHOWN HEREON WAS PROVIDED BY THE COWETA COUNTY TRANSPORTATION

AND ENGINEERING DEPARTMENT FROM A FLOOD STUDY PREPARED BY DEWBERRY & ASSOCIATES.

LIVE STREAMS AND/OR WETLANDS EXIST ON THIS PROPERTY AND HAVE BEEN FIELD DELINEATED AND

LOCATED BY REGISTER NELSON ENVIRONMENTAL CONSULTANTS.

THIS SITE DISCHARGES INTO GOLDEN CREEK. IT DOES NOT DISCHARGE INTO AN IMPAIRED STREAM SEGMENT, OR WITHINONE MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT.

COMPANY: CORINTH ACRES, LLC

ADDRESS:270 N. JEFF DAVIS DRIVEFAYETTEVILLE, GA 30214

PHONE: (770) 461-0478

24 HOUR CONTACT

RICHARD FERRY(678) 251-5046

CIVIL ENGINEER

MOORE BASS CONSULTING, INC.

SURVEYOR

NAME:ADDRESS: 1350 KEYS FERRY COURT

McDONOUGH, GA 30253

PHONE: ph: (770) 914-9394fax: (770) 914-9596

NAME:

ADDRESS:

PHONE: ph: (770) 914-9394fax: (770) 914-9596

1350 KEYS FERRY CTMcDONOUGH, GA 30253

MOORE BASS CONSULTING, INC.

DEVELOPER

COMPANY: CORINTH ACRES, LLC

ADDRESS:270 N. JEFF DAVIS DRIVEFAYETTEVILLE, GA 30214

OWNER

1. PROJECT NAME: CORINTH LANDING2. OVERALL SITE AREA: 799.27 ACRES (34,835,828 SQ. FT.)3. DISTURBED AREA: 00.00 ACRES4. CURRENT ZONING: RC5. TAX ID #: 052 2144 0016. NUMBER OF LOTS: 157. BUILDING SETBACKS:

FRONT: 100'SIDE: 25'REAR: 50'

8. BOUNDARY SOURCE: SURVEY BY MOORE BASS CONSULTING, DATED JANUARY 20079. TOPOGRAPHIC SOURCE: COWETA COUNTY GIS AND MOORE BASS FIELD SURVEY, DATED NOVEMBER 6,

200610. PROJECT UTILITIES:WATER: COWETA COUNTYSEWER: ON-SITE SEPTIC SYSTEMS

1. THE OWNERSHIP AND MAINTENANCE OF THE PRIVATE DRIVEWAY AND EASEMENT SHALL BE THE PROPERTYOWNER'S RESPONSIBILITY.

2. ANY NECESSARY CONSTRUCTION SIGNAGE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.3. LOTS SERVED BY PRIVATE DRIVEWAY EASEMENTS MAY NOT BE FURTHER SUBDIVIDED.4. THE PROPERTY IS ZONED RC (RURAL CONSERVATION). ONLY ONE DWELLING IS PERMITTED PER PARCEL.5. IF IT IS DETERMINED BY THE DEVELOPMENT INSPECTOR THAT A DRIVEWAY DOES NOT PROVIDE ADEQUATE

SIGHT DISTANCE PER AASHTO POLICY, THE NEW DRIVEWAY LOCATION MUST BE FIELD VERIFIED BY THEPROJECT ENGINEER AND IF NECESSARY, SURVEY PLAT MUST BE REVISED TO REFLECT NEW LOCATIONS.

6. IT SHALL BE THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO SATISFY ANY UTILITY CONFLICTSTHAT MAY ARISE DURING CONSTRUCTION, INCLUDING OBTAINING ANY NECESSARY PERMITS ORENCROACHMENT EASEMENT AGREEMENTS.

ALL PROPOSED DRIVES AND EASEMENT DRIVES MEET AASHTO SIGHT DISTANCE REQUIREMENTS. (SEE EROSION CONTROL PLANSBY MOORE BASS CONSULTING FOR DRIVEWAY LOCATIONS)

ANTHONY L. WIGGINS, P.E. # 032281 DATE

COWETA COUNTY SURVEY CERTIFICATE

SURVEY CERTIFICATE

ENGINEER'S CERTIFICATE

WETLAND CERTIFICATE

FLOOD LINE NOTE

ACKNOWLEDGEMENT CERTIFICATE

SIGHT DISTANCE CERTIFICATION

OWNER / DEVELOPER INFORMATION

COWETA COUNTY NOTES

REFERENCES

RECEIVING WATERS

SITE DATANo. 2964

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SITE MAP - 1" = 1000'

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SUMMER DRIVE

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BOHANNON ROAD

(80' R/W)

BEAVERS ROAD

(80' R/W

) N/FTEMPLE-INLAND

CONTAINER CORP.D.B. 268 PG. 576

TAX ID.052-2144-001ZONED RR

ZONED RR

& LOVELLA N. MC MANUS

N/FDONALD SAMS BOHANNAN

D.B. 12023 PG. 72TAX ID.

053-2177-001ZONED RR

N/FRICHARD HAYNESD.B. 2660 PG. 460

TAX ID.052A-133

ZONED RR

DUE TO THE VAGUENESS

LEGAL DESCRIPTION AND

N/FBRENDA D. JORDAN

D.B. 865 PG. 466TAX ID.

053-2177-009ZONED RR

N/FPAUL LEE WEATHERS, JR

D.B. 1600 PG. 175P.B. 52 PG. 112


N/FRICHARD PAUL BILSKIE

D.B. 1215 PG. 379TAX ID.

052-2145-001ZONED RR

N/FMICHAEL ALAN BILSKIE

D.B. 1215, PG. 379P.B. 32, PG. 289

ZONED RR

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L.L.11

L.L.176

L.L.145


CMF

CMF

CMF

CMF

CMF

CMF

CMFIPF1/2" RB

(0.04' SOUTH)

IPF1/2" RB

(ON LINE)CMF

COW

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COUN

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3RD

DIST

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COW

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COUN

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2ND

DIST

RICT S39°42'37"E

1086.59'

S39°42'37"E

1269.60'

S41°33'53"E

1355.91'S40°35'34"E

3044.23'

N52°21'53"E

1540.31'

N78°07'59"E

394.50'

706.83'

100 YEAR FLOODPLAIN

EXISTING FLOOD PLAINEL 744.00


EXISTING FLOOD PLAIN

EL 748.42



APPR

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L.L.177

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L.L.11

L.L.176

18" CMP

S08°

36'20

"E51

1.62'

N71°25'24"E

634.96'

75' IMPERVIOUSSETBACK

50' UNDISTURBEDBUFFER

S04°

01'02

"E23

6.22'

L.L.176

L.L.175

L.L.177

L.L.178


L.L.176

L.L.145

L.L.175

L.L.146







100 YEARFLOODPLAIN

742.6

1'

289.93'

554.81'

1683.98'

501.02'192.17'

589.8

3'

220.99'

260.53

'

1279.07'

1498.10'

18" CMP

18" CMP

AREA:38.04 ACRES

1,656,897 SQ. FT .

CBA: 38.04 ACRES

AREA:38.06 ACRES

1,657,989 SQ. FT .

CBA: 38.06 ACRES

AREA:56.36 ACRES

2,455,228 SQ. FT .

CBA: AREA OUTSIDE FLOOD PLAIN54.28 +/- ACRES

2,364,659 +/- SQ. FT.

AREA:56.20 ACRES

2,447,859 SQ. FT .


2,168,642 +/- SQ. FT.

AREA:54.27 ACRES

2,364,108 SQ. FT .


2,182,162 +/- SQ. FT.

895,146 +/- SQ. FT.

C27

C28

C29

522.00

'

C30

C31

110.6

9'

666.02'

515.40'

180.33'

398.78'

S45°10'48"E1132.53'

S10°

59'01

"E12

04.43

'

100' B/L

25' B/L

25' B/L

25' B/L

50' B/L

50' B/L

N50°35'11"W230.89'

N58°15'17"W144.78'

N44°15'42"W104.04'

N34°28'01"W151.57'

N34°08'51"W183.58'

N49°23'08"W60.62'

N09°54'40"W224.68'

N09°35'09"E108.22'

N11°18'17"W230.32'

N22°35'52"W291.27'

N25°56'22"W442.96'

N18°08'41"W155.45'

N40°59'26"W149.82'

N52°41'40"E1498.10'

N37°18'20"W

398.78'

N37°30'26"W

180.33'

N37°36'48"W

1181.42'

S01°38'21"W

110.69'

N89°56'28"W

1279.07'

L=513.41'R=3639.63'CL=512.98'CD=S41°50'46"W

S45°53'14"W

260.53'

L=429.37'R=22307.80'CL=429.36'CD=S45°20'08"W

S44°47'03"W

547.99'

L=450.31'R=5897.75'CL=450.20'CD=S46°58'18"W

L=380.03'R=1518.27'CL=379.04'CD=S56°19'47"W

S63°30'02"W

220.99'

S17°14'18"E

589.83'

S62°15'09"E

192.17'

N72°49'09"E

501.02'

S32°21'53"E

1683.98'

N53°48'59"E

554.81'

S47°37'44"E

289.93'

S24°17'43"W

742.61'

S71°12'10"W

70.78'

N69°33'31"W

498.34'

100' B/L

100' B

/L

100' B/L

100' B/L

100' B/L

25' B/L

25' B/L25' B/L

25' B/L25' B/L

25' B/L

25' B/L

50' B/L

EX. R/WEX. R/W

EX. R/W

EX. R/W

CMF

EX. R

/WEX. R

/W

EX. R/W

EX. R/W



26.00'

CMF

1 inch = ft.( IN FEET )

GRAPHIC SCALE

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2, km

cm

illan, Jul 03, 2019 - 7:53:58am

A41.0097-PLAT.dwg

ww

w.m

oorebass.com

1350 K

eys F

erry C

ourt

McD

onough, G

eorgia 30253

(770) 914-9394 (O

ffice)

(770) 914-9596 (F

ax)








copyright.


McDONOUGH, GA 30253

LSF #1179

SEAL

7/1/19

2 OF 4

FINAL

SURVEY

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DEED BOOKPLAT BOOKPAGELAND LOTOPEN TOP PIPEREBARIRON PIN FOUND1/2" REBAR W/C LSF 001179CRIMP TOP PIPECURB & GUTTERRIGHT OF WAYNOW OR FORMERLYOVERHEAD POWER LINECORRUGATED METAL PIPESTORMWATER MANAGEMENT FACILITYTEMPORARY BENCHMARKPOINT OF BEGINNINGPOINT OF COMMENCEMENTREINFORCED CONCRETE PIPEDUCTILE IRON PIPEPOLYVINYL CHLORIDE PIPEHIGH DENSITY POLYETHYLENE PIPEPROPERTY LINECENTERLINEIDENTIFICATIONBUILDING SETBACK LINEBACK OF CURBCURVE LABELCURB INLETDRAINAGE EASEMENT

DBPBPGLLOTPRBIPFIPSCTPC&GR/WN/F-E-CMPSWMFTBMPOBPOCRCPDIPPVCHDPEPCIDB.S.L.BOCCCIDE

EDGE OF PAVEMENTFIRE HYDRANTLINE LABELNOW OR FORMERLYPK NAIL SETSANITARY SEWER EASEMENTUTILITY EASEMENTREFERENCESEWER CLEAN OUTSQUARE FOOTIRON PIN FOUNDIRON PIN SETCALCULATED POINTPOWER POLE (PP)FIRE HYDRANT (FH)WATER VALVE (WV)WATER METER (WM)JUNCTION BOX (JB)SANITARY SEWER MANHOLE (SSMH)DROP INLET (DI)R/W MONUMENTSINGLE WING CATCH BASINDOUBLE WING CATCH BASINCURB INLETHEADWALL (HW)FLARED END SECTIONLIGHT POST (LP)YARD INLETSEWER CLEAN OUT

EOPFHLN/FPKSSSEUEREFC/OSQ. FT.

LEGEND

DSTHIS BOX IS RESERVED FOR THE CLERK OF SUPERIOR COURT

RECORDING INFORMATION.

SEE SHEET 3 OF 4MATCH LINE

FLOODPLAIN WETLANDS

EXISTING LAKE

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

(GA WEST ZONE)

AutoCAD SHX Text

7/1/19

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W

W

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W

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6

7

9

8

10

11

JOE BROWN ROAD

CORINTH ROAD

(80' R/W)

I WALKERBROOKS ROAD

CORINTH RD

(80' R

/W)

CORINTH RD(80' R/W)

CORINTH ROAD

(80' R/W)N/F

FOUR SEASONSOF GEORGIASUBDIVISION

P.B. 13, PG. 137ZONED RR

N/FFOUR SEASONS

OF GEORGIASUBDIVISION


N/FBOARD OF EDUCATIONOF COWETA COUNTY

D.B. 3110 PG. 589TAX ID.

040-3010-001ZONED RC

N/FRICHARD PAUL BILSKIE

D.B. 1215 PG. 379TAX ID.

N/FMICHAEL ALAN BILSKIE

D.B. 1215, PG. 379P.B. 32, PG. 289

ZONED RR

N/FJAMES E. DORMINY

D.B. 192 PG. 276TAX ID.

040-3009-002ZONED RR



BLALOCK LAKE

10"D.I.P.

EX. R/W

EX. R/W




CMF

CMF

CMFCMF

CMF

CMF

CMFCMF

CMF

IPF1/2" OTP

(3.27' SOUTH)

IPF1/2" RB

30" CMP

24" CMP

24" CMP

30" CMP

10'X10'BOX CULVERT



EX.POND



EX. R

/W

EX. R

/W

EX. R/W

EX. R/W EX. R/W

EX. R/W

EX. R

/W EX. R

/WOL

D CO

RINT

H RO

AD

100' B/L

N78°07'59"E

394.50'

N78°02'50"E

706.83'

N51°58'07"E

1704.24'

S19°

41'23

"E

1312

.78'

S19°

52'42

"E

1642

.56'

100 YEAR FLOODPLAIN

100 YEARFLOODPLAIN

100 YEAR FLOODPLAIN100 YEAR FLOODPLAIN

EXIS

TING

FLOO

D PL

AIN

EL 74

3.90

100 YEAR FLOODPLAIN

EXIST

ING FLOOD PL

AIN

EL 74

3.95


EL 743.97

EXISTING FLOOD PLA

IN

EL 743.

98





EL 745.06



EL 747.75



EL 749.87



EXIS

TING

FLO

OD P

LAIN


L.L.144

L.L.145

COW

ETA

COUN

TY -

2ND

DIST

RICT

COW

ETA

COUN

TY -

3RD

DIST

RICT

L.L.9

L.L.10


APPR

OXIM

ATE

LAND

LOT

LIN

E

APPR

OXIM

ATE

LAND

LOT

LIN

E

S08°

36'20

"E51

1.62'

N71°25'24"E

634.96'



N06°

03'00

"E16

30.04

'

S18°

09'12

"E29

66.02

'

S18°

23'58

"E

451.6

9'N0

5°20

'33"E

1800

.10'

N23°

43'03

"E77

1.89'

S49°10'27"E

1070.29'

S49°10'27"E

478.70'

S04°

01'02

"E23

6.22'







100' B/L

100' B/L 25' B/L

25' B/L

25' B/L

25' B/L

25' B/L

25' B/L

100' B/L

100' B/L

100' B/L

100' B/L

APPROXIMATE LAND LOT LINEAPPROXIMATE LAND LOT LINE



100 YEAR FLOODPLAIN

100 YEARFLOODPLAIN

742.6

1'

498.34'

S04°

01'02

"E72

0.46'

N86°41'14"W289.45'

N01°46'44"E80.21'

N39°19'35"E300.76'N59°28'07"W

281.67'

EX. R/W

50' B/L

25' B/L

25' B

/L

25' B

/L

25' B/L

25' B/L

25' B

/L

25' B

/L

25' B/L

25' B/L

EX. R

/W

70.78'

N03°

23'47

"E84

7.28'

AREA:56.89 ACRES

2,478091 SQ. FT .

CBA: AREA OUTSIDE FLOOD PLAIN47.58 +/- ACRES2,072,226 SQ. FT.

AREA:55.24 ACRES

2,406,420 SQ. FT .


1,480,543 +/- SQ. FT.

AREA:57.53 ACRES

2,505,860 SQ. FT .


1,921,882 +/- SQ. FT.

AREA:49.25 ACRES

2,145,140 SQ. FT .


2,017,918 +/- SQ. FT.

AREA:49.20 ACRES

2,142,987 SQ. FT


1,997,531 +/- SQ. FT.

934.27

'

AREA:48.90 ACRES

2,130,043 SQ. FT .


895,146 +/- SQ. FT.

C1

C2

C3

C4

C5

C6

C7

C8

C9C10

C11

602.27'

1185.01'

C12

1086.71'

201.48

'

184.55

'

L=292.35'R=550.00'

CL=288.92'CD=N50°09'14"W

N65°22'52"W61.97'

N24°37'08"E204.63'

N84°38'30"W10.30'

N51°14'43"W60.20'

N34°06'08"W191.44'

N48°55'17"W245.65'

N20°27'51"W284.83'

N50°35'11"W230.89'

N58°15'17"W144.78'

N44°15'42"W104.04'

N34°28'01"W151.57'

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

N53°48'59"E

554.81'

S24°17'43"W

742.61'

S71°12'10"W

70.78'

N69°33'31"W

498.34'

N40°40'34"E

1320.29'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

L=308.88'R=2763.11'CL=308.72'

CD=N40°52'19"E

L=509.42'R=2970.08'CL=508.80'

CD=N52°28'40"E

L=325.88'R=2402.30'CL=325.63'

CD=N43°40'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

L=308.88'R=2763.11'CL=308.72'

CD=N40°52'19"E

L=509.42'R=2970.08'CL=508.80'

CD=N52°28'40"E

L=325.88'R=2402.30'CL=325.63'

CD=N43°40'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

L=308.88'R=2763.11'CL=308.72'

CD=N40°52'19"E

L=509.42'R=2970.08'CL=508.80'

CD=N52°28'40"E

L=69.47'R=6773.55'CL=69.47'

CD=N39°29'53"E

L=325.88'R=2402.30'CL=325.63'

CD=N43°40'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

N70°52'31"E

1029.16'

N70°52'31"E

776.84'

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=1283.43'R=2838.49'

CL=1272.52'CD=N57°01'40"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

L=150.30'R=9628.80'CL=150.30'

CD=N70°25'41"E

10"D.I.P.

W

W

W

W

W

W

W

W

W

W10"

D.I.P.

158.76'

18.72'


GRAPHIC SCALE

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HE

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3, km

cm

illan, Jul 03, 2019 - 7:54:30am

A41.0097-PLAT.dwg

ww

w.m

oorebass.com

1350 K

eys F

erry C

ourt

McD

onough, G

eorgia 30253

(770) 914-9394 (O

ffice)

(770) 914-9596 (F

ax)








copyright.


McDONOUGH, GA 30253

LSF #1179

SEAL

7/1/19

3 OF 4

FINAL

SURVEY

CO

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RJD/BKM

No. 2964

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LEGEND

DSTHIS BOX IS RESERVED FOR THE CLERK OF SUPERIOR COURT

RECORDING INFORMATION.

SEE SHEET 2 OF 4

MATCH LINE

SEE

SHEE

T 4 O

F 4

MATC

H LIN

E

SEE SHEET 2 OF 4

MATCH LINE

FLOODPLAIN WETLANDS

EXISTING LAKE

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text

(GA WEST ZONE)

AutoCAD SHX Text

7/1/19

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

EE

E

E

E

EE

E

10

11

12

13

14

15

CORINTH ROAD

(80' R/W)

WOODSIDE ROAD

REBEL ROAD

AARON YOUNG ROAD

(80' R/W)

AARON YO

UNG ROAD

(80' R

/W)

N/FDANNY MURPHY

& JACKIE MURPHYD.B. 1749 PG. 229

TAX ID.052-2143-005A

ZONED RR

N/FHAROLD F. STOVER& ANN N. STOVERD.B. 282 PG. 783


N/FPAUL. ROBINSON

& ALLISON ROBINSOND.B. 1633 PG. 35


N/FEDWARD NEWTON OYLER

D.B. 1416 PG. 290TAX ID.

052-2142-002ZONED RR

N/FFOUR SEASONS

OF GEORGIASUBDIVISION


N/FFOUR SEASONS

OF GEORGIASUBDIVISIONP.B. 14, PG. 7

ZONED RR

N/FFOUR SEASONS


ZONED RR

N/FRONALD M. STEPHENS

& CAROL STEPHENSD.B. 560 PG. 530


N/FFOUR SEASONS


ZONED RR

CMF

CMF

CMFCMF

CMF

CMF

CMF

CMF

CMF

CMF

IPF1/2" RB

(ON LINE)

IRONPOST FOUND

(ON LINE)

IRONPOST FOUND(0.18' NORTH)

IRONPOST FOUND(0.55' NORTH)

IPF1/2" RB BENT(0.59' EAST)



18"CMP

24" CMP

18"CMP

18"CMP

15"CMP

18"CMP

15"CMP

15"CMP

15" RCP

30" CMP

L.L.143

L.L.114

L.L.115

L.L.142

L.L.143

L.L.114

L.L.144

L.L.113

100 YEARFLOODPLAIN



EXIS

TING

FLO

OD P

LAIN

EL 7

56.3

0

EXISTING FL

OOD PLAIN

EL 756

.65

APPR

OXIM

ATE

LAND

LOT

LIN

EAP

PROX

IMAT

E LA

ND L

OT L

INE

L.L.143

L.L.146

L.L.142

L.L.147


GRAVELDRIVE

ASPHALTDRIVE

ASPHALTDRIVE

GRAVELDRIVE


APPR

OXIM

ATE

LAND

LOT

LIN

E

APPR

OXIM

ATE

LAND

LOT

LIN

E

S18°

23'58

"E

451.6

9'N0

5°20

'33"E

1800

.10'

N23°

43'03

"E77

1.89'

N27°

09'07

"E11

50.75

'

S07°

23'57

"E

599.1

6'

S01°

03'16

"E14

60.56

'

N16°

03'52

"E20

09.70

'

S02°

48'54

"E15

32.33

'N0

1°55

'21"E

2063

.32'

N09°

28'27

"E18

45.89

'

L.L.144

L.L.145

L.L.143

L.L.146







IPF1-1/4" OTP

EX. R

/WEX

. R/W

EX. R/W

100' B/L

100' B/L

100' B/L

100' B/L







EX.POND

100'

B/L

100' B/L

25' B

/L

25' B

/L

100' B/L

100' B

/L

50' B

/L

25' B

/L

25' B

/L

25' B

/L

25' B

/L

25' B

/L

25' B

/L

25' B

/L

25' B

/L 25' B

/L

25' B

/L

25' B

/L

25' B

/L





50' B/L 50' B/L

50' B

/L

100 YEAR FLOODPLAIN

100 YEAR FLOODPLAIN

100 YEAR FLOODPLAIN

100 YEAR FLOODPLAIN

100 YEAR FLOODPLAIN

100 YEAR FLOODPLAIN

25' B/L

25' B/L

25' B

/L

25' B

/L

N03°

23'47

"E84

7.28'

S21°29'36"E

410.27'

S05°

13'54

"W23

7.71'

AREA:49.25 ACRES

2,145,140 SQ. FT .


2,017,918 +/- SQ. FT.

AREA:49.20 ACRES

2,142,987 SQ. FT .


1,997,531 +/- SQ. FT.

AREA:57.95 ACRES

2,524,126 SQ. FT .


1,918,047 +/- SQ. FT.

AREA:57.77 ACRES

2,516,491 SQ. FT .


2,133,443 +/- SQ. FT.

AREA:64.20 ACRES

2,796,645 SQ. FT .


2,527,714 +/- SQ. FT.

AREA:59.87 ACRES

2,607,944 SQ. FT .


1,615,081 +/- SQ. FT.

15"CMP

840.1

8'

369.44'

270.24'

C12

C13

C14

C15

C16

C17C18

C19

C20

C21

C22

C23

C24

C25

C26

978.00

'

927.1

9'

1527.23'

774.9

7'

394.49'1143.46'

739.03'

1086.54'

1086.71'

201.48

'

184.55

'

EX. R

/W

EX. R/W

EX. R/W

L=239.03'R=9015.79'CL=239.03'

CD=N66°32'59"E

L=152.88'R=6876.29'CL=152.87'

CD=N66°25'38"E

L=353.56'R=2698.32'CL=353.30'

CD=N70°49'04"E

S87°36'15"W

2173.25'

N77°09'10"W

1009.27'

S28°58'46"W

840.18'

S61°33'13"W

369.44'

S84°48'53"W

1143.46'

N80°59'25"W

394.49'

S00°24'24"W

774.97'

S89°32'26"E

1527.23'

S00°32'37"W

927.19'

N40°46'36"E

978.00'

N40°46'36"E

36.81'

N68°19'20"E

47.64'

L=194.14'R=1829.63'CL=194.05'CD=S22°30'54"E

L=92.96'R=1311.41'CL=92.94'CD=S23°31'27"E

L=589.36'R=25522.25'CL=589.35'CD=S20°49'55"E

L=315.19'R=794.18'CL=313.12'CD=S8°48'03"E

L=201.41'R=4333.63'CL=201.40'CD=S3°54'01"W

L=210.84'R=16102.35'CL=210.83'CD=S4°51'24"WL=276.35'

R=4188.75'CL=276.30'

CD=N69°11'58"EN71°05'22"E

104.08'

L=501.25'R=6109.51'CL=501.11'

CD=N73°26'23"E

L=305.83'R=27951.73'CL=305.83'

CD=N75°28'36"E

N75°09'48"E

158.76'

L=271.29'R=3624.82'CL=271.23'

CD=N73°01'09"E

L=239.03'R=9015.79'CL=239.03'

CD=N66°32'59"E

L=152.88'R=6876.29'CL=152.87'

CD=N66°25'38"E

L=353.56'R=2698.32'CL=353.30'

CD=N70°49'04"E

L=276.35'R=4188.75'CL=276.30'

CD=N69°11'58"EN71°05'22"E

104.08'

L=501.25'R=6109.51'CL=501.11'

CD=N73°26'23"E

L=305.83'R=27951.73'CL=305.83'

CD=N75°28'36"E

N75°09'48"E

158.76'

L=271.29'R=3624.82'CL=271.23'

CD=N73°01'09"E

L=239.03'R=9015.79'CL=239.03'

CD=N66°32'59"E

N65°47'25"E

580.04'

L=152.88'R=6876.29'CL=152.87'

CD=N66°25'38"E

L=353.56'R=2698.32'CL=353.30'

CD=N70°49'04"E

L=276.35'R=4188.75'CL=276.30'

CD=N69°11'58"EN71°05'22"E

104.08'

L=501.25'R=6109.51'CL=501.11'

CD=N73°26'23"E

L=305.83'R=27951.73'CL=305.83'

CD=N75°28'36"E

N75°09'48"E

158.76'

L=271.29'R=3624.82'CL=271.23'

CD=N73°01'09"E

10"D.I.P.

158.76'

480.70'

104.08'

99.34'

18.72'


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