FFE=942.75FFE=938.49

AC

ACACAC

FFE=942.67

AC

NAIL IN ASPHALTN: 1356939.70E: 2282477.10ELEV: 942.22

SSMHRIM: 940.75INV:927.10

SDMHRIM:940.31INV:934.11

SSMHRIM: 927.96

INV A:919.11INV B:919.06INV C:919.01

SSMHRIM: 927.96

SDMHRIM:925.53

INV A:921.28INV B:920.68INV C:920.08

SSMHRIM: 913.26INV:900.54

GASMKR

GASMKR

X

X XX X X

X

X

X

X

XX

X X

X X X X X

P,T,TV

P,T

P,T

P,T

P,T

P,TP,T P,T P,T P,T P,T

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4"PL

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24"R

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YIRIM:927.65INV:924.75

30"C

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SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

A

B

C

A

B

C

10"C

LAY

10"C

LAY

PARCEL: 15 159 09 071NOW OR FORMERLYEDUARDO OSAVIODB 25607, PG 525

PARCEL: 15 159 09 071NOW OR FORMERLYEDUARDO OSAVIODB 25607, PG 525

PARCEL: 15 159 09 001NOW OR FORMERLYJAMES A CLAUSELL

DB 6556, PG 728

PARCEL: 15 159 02 001NOW OR FORMERLYFRANCIS CARMENDB 6242, PG 169

PARCEL: 15 159 09 004NOW OR FORMERLY

HAZEL R STARKSDB 5234, PG 758

PARCEL: 15 159 09 005NOW OR FORMERLYMAGGIE M MINTERDB 11711, PG 646

PARCEL: 15 159 09 006NOW OR FORMERLY

RAMONA RIOS GUTIERREZDB 27130, PG 607

100'

R/W PARCEL: 15 159 09 007

NOW OR FORMERLYWORD CHURCH

INTERNATIONAL, INC.DB 27532, PG 512

±2,869 SQ.FT. BLDG ±3,329 SQ.FT. BLDG

DI 1.5X1.5RIM:942.42

936

935

934

933

932

931

930

929

928

927

926

925 925

930

930928 935 940

945

950

955

960

955

950

945

940

935

940

945

950

945

940

935

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928

946

952

WIRE FENCE

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20' IMPERVIOUS SETBACK

50' BUILDING SETBACK

50' BUILDING SETBACK

40' B

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1. THIS DOCUMENT WAS CREATED ELECTRONICALLY. THIS MEDIA SHOULD NOTBE CONSIDERED A CERTIFIED DOCUMENT UNLESS IT HAS BEEN PROPERLYSEALED AND ORIGINALLY SIGNED BY A REGISTERED LAND SURVEYOR AT THEOFFICE OF WELLSTON ASSOCIATES LAND SURVEYORS, LLC AUTHORITYO.C.G.A. 43-15-22.

2. THE UNDERGROUND UTILITIES SHOWN ON THIS DRAWING WERE COMPILEDFROM FIELD OBSERVATIONS AND UNDERGROUND UTILITIES MARKED BYOTHERS WITHOUT BENEFIT OF EXCAVATION. WELLSTON ASSOCIATES LANDSURVEYORS, LLC DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN.VERIFICATION OF UTILITIES SHOULD BE MADE BY THE INDIVIDUAL UTILITYCOMPANY PRIOR TO ANY CONSTRUCTION.

3. WELLSTON ASSOCIATES LAND SURVEYORS, LLC DOES NOT GUARANTEE THATALL EASEMENTS WHICH MAY AFFECT THE SUBJECT TRACT ARE SHOWN.

4. ONE FOOT CONTOUR INTERVAL SHOWN. ELEVATIONS SHOWN AREREFERENCED TO NAVD 88 DATUM.

5. BY GRAPHICAL PLOTTING ONLY, THE SUBJECT AREA LIES WITHIN ZONE "X" OFTHE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAPNO.13089C 0152J, DATED 5/16/2013.

6. PROPERTY LINES SHOWN HEREON WERE TAKEN FROM MATTERS OF RECORDAND EVIDENCE FOUND IN THE FIELD. THE SURVEYOR'S CERTIFICATIONEXTENDS ONLY TO THE TOPOGRAPHIC ASPECTS AND THE TOPOGRAPHICSURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY. THIS SURVEY IS NOTTO BE RECORDED AND SHOULD NOT BE USED TO CONVEY PROPERTY.

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SITE

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950

IRON PIN FOUND

BENCHMARK

PROPERTY LINE

CONTOUR LINE

SANITARY SEWER MANHOLE

STORM DRAIN MANHOLE

LIGHT POLE

CLEAN OUT

UTILITY POLE

GUY WIRE

WATER METER

WATER VALVE

FIRE HYDRANT

GAS VALVE

GAS METER

TELEPHONE PEDESTAL

SIGN

FENCE

STORM SEWER LINE

SANITARY SEWER LINE

OVERHEAD POWER, TELEPHONEAND CATV

ASPHALT

CONCRETE

LEGEND OF SYMBOLS

P,T,TV

SAN

WATER LINE W

GAS LINE G

DROP INLET

SPOT ELEVATION 950.10

ACAC UNIT

MAIL BOX

TREE

WOODS LINE

FLOOD LIGHT

GAS LINE MARKER GASMKR

FINISHED FLOOR ELEVATION F.F.E.

Aw

30 0 30 60 90

GRAPHIC SCALE IN FEET

HWY 278

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RD

DI 1.5X1.5RIM:942.42

151924.60THROAT

SDMHRIM:940.31INV:934.11

SDMHRIM:925.53

INV A:921.28INV B:920.68INV C:920.08

200923.11SDMH

201923.56CMF R/W

333927.09THROAT

YIRIM:927.65INV:924.75

335927.75YI

336927.49YI

X

X XX

X XX

X

X

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X

X X

X X X X X

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24"R

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30"C

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SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

A

B

C

A

B

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10"C

LAY

10"C

LAY

PARCEL: 15 159 09 071NOW OR FORMERLYEDUARDO OSAVIODB 25607, PG 525

PARCEL: 15 159 09 071NOW OR FORMERLYEDUARDO OSAVIODB 25607, PG 525

PARCEL: 15 159 09 001NOW OR FORMERLYJAMES A CLAUSELL

DB 6556, PG 728

PARCEL: 15 159 02 001NOW OR FORMERLY

FRANCIS CARMENDB 6242, PG 169

PARCEL: 15 159 09 004NOW OR FORMERLY

HAZEL R STARKSDB 5234, PG 758

PARCEL: 15 159 09 005NOW OR FORMERLYMAGGIE M MINTERDB 11711, PG 646

PARCEL: 15 159 09 006NOW OR FORMERLY

RAMONA RIOS GUTIERREZDB 27130, PG 607

100'

R/W

PARCEL: 15 159 09 007NOW OR FORMERLY

WORD CHURCHINTERNATIONAL, INC.

DB 27532, PG 512

±3,329 SQ.FT. BLDG

WIRE FENCE

CH

AIN

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K

WIRE

WIRE

18.0

0'24

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24.00'

83.50'

51.0

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20.00' 25.00' 20.00'

15.0

0'

20.0

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20.0

0'25

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20.0

0'20

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25.0

0'20

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20.0

0'25

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24.00'

24.00'20.00'

20.00'10.0

0'

10.0

0'

29.9

3'

30.0

8'

35.4

1'

6.00

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48.9

4'

10.4

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31.8

5'

3

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6

6

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64

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9.00

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9.00'

9.00

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9.00'

9.00'

9.00'

PROPOSED CHURCH BUILDING(92' x 107' = 9,844 SF)75 REQ'D PARKING76 PROPOSED PARKINGF.F.E. = 943.65

RETAINING WALL (± 210 LF)

43.7

9'

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"ALL UTILITIES, WATER, FIRE, SANITARY, GASAND ELECTRICAL LINES, AND LATERALS MUSTBE MARKED WITH LOCATOR WIRE ANDDETECTOR TAPE".

PROPOSED ASPHALT BASE & PAVING

DUMPSTER ENCLOSURE

8"

8" 12"

8"

H < 4'3'-3"

4' < H < 5'4'-0"

8"

12" 18"

10"

H < 7'5' < H < 6'5'-0" 6'-8"L

TSD

'a' REINF'b' REINF'c' REINF'd' REINF

SITE RETAINING WALL SCHEDULE

3"CLR

ST

D

L

12" M

IN

H

6" M

IN,

12" M

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2"CLR

2

1

2"CLR

NOTE: INSTALL EITHERPERIMETER DRAIN ORWEEP HOLES ATOWNER'S DIRECTION

NOTE: CONTROL JOINTS @24'-0" OC, MAX

DOWELS12

12" 12" 12" 12"

#4 @ 12"

40"(9) 50"(9) 50"

8"

#4 @ 12" #4 @ 12" #4 @ 12"

-- -- #4 @ 18" #5 @ 18"

#4 @ 18" #4 @ 18" #5 @ 18" #5 @ 18"

8" 12" 10"

GRANULAR,FREE-DRAININGBACKFILL

FILTER FABRIC

'a' REINF - LAPW/ DOWELS

DOWELS1'-0"MIN

PERIMETER DRAIN TODAYLIGHT

'c' REINF

'e' REINF

34"Ø WEEP HOLES

@ 6'-0" OC

#5 @ 18"

#4 @ 18" #4 @ 18" #5 @ 18" #5 @ 18"

'b' REINF -EQUALLY SPACED

'e' REINF 3-#4 BOT 4-#4 BOT 5-#4 TOP5-#4 BOT

5-#5 TOP5-#5 BOT

'd' REINF

12" M

IN,

18" M

AX

40"(9)

SCALE: NTS

1. FOOTING SIZES BASED ON 2,000 PSF BEARING PRESSURECAPACITY, SOIL/FTG FRICTION FACTOR OF 0.36.

2. WALLS ARE DESIGNED FOR ACTIVE EFP OF 40 PCF ANDPASSIVE EFP OF 250 PSF

3. ALLOWABLE TOE SURCHARGE = 100 PSF4. FOR LEVEL BACKFILL, ALLOWABLE HEEL SURCHARGE = 100

PSF5. NO SURCHARGE ALLOWED WITH SLOPED BACKFILL. MAX

BACKFILL SLOPE = 3:1. EXAMPLES OF SURCHARGESINCLUDE SIDEWALKS, PARKING LOTS, ROADS, DUMPSTERENCLOSURES, ETC.

6. NO BUILDING FOOTINGS ALLOWED WITHIN 8' OF RETAININGWALL FOOTING

7. SEISMIC DESIGN CATEGORY C OR LOWER8. VERIFY ALL SOIL ASSUMPTIONS WITH GEOTECHNICAL

REPORT9. AT CONTRACTOR'S OPTION, EXTEND DOWEL TO TOP OF

WALL AND OMIT 'a' REINFORCING

ADDITIONAL REMARKS:'e' REINF (WHERE NOTED)

#4 @ 18" #4 @ 18"#4 @ 18"

3" M

IN, 6

" MAX

20' IMPERVIOUS SETBACK

20' IMPERVIOUS SETBACK

20' I

MPE

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S SE

TBAC

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36.7% LOT IMPERVIOUSCOVERAGESEE VARIANCE NOTETHIS SHEET

±240 FT 6' HIGH PRIVACY FENCEMITIGATED FOR 10' IMPERVIOUS ENCROACHMENT

50' BUILDING SETBACK

50' BUILDING SETBACK

40' B

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PROPOSED ASPHALT BASE & PAVING

LOT IMPERVIOUS COVERAGE CALCULATIONS:

PAVING AREA = 31,613 SF (0.70 Acs.)SIDEWALK AREA = 4,305 SF (0.10 Acs.)BUILDING AREA = 13,175 SF (0.30 Acs.)

TOTAL IMP. AREA = 1.10 Acs (36.7%)

VARIANCE FOR SHY TEMPLE REQUEST AND BASIS OF REQUEST:

TWO (2) VARIANCES REQUIRED:

1)LOT IMPERVIOUS COVERAGE:

Allowable Percent Impervious Coverage:35% (1.05 Acres out of 3.0 Acres Total)Actual Percent Impervious Coverage: 36.7% (1.1 Acres out of 3.0 Acres Total)Required Variance for Percent Impervious:(1.7% Increase Over 35% Allowable)

(((The required parking count of 95 spaces puts the total impervious coverageapproximately 1.7 percent over the maximum allowable impervious coverage area of 35percent; therefore, a variance will be submitted and requested for the increase ofmaximum impervious coverage of 1.7 percent.)))

2)SIDE YARD IMPERVIOUS SETBACK:

Minimum Side Yard Impervious Setback: 20-FeetActual Side Yard Impervious Setback: 10-Feet (North Property Line Only)Required Variance for Side Yard Imp. Setback:(10-Feet Reduction)

(((The Proposed Church Building is located centered in the property such that the50-feet building setback lines from the north and south property lines do not conflictwith these setback distances.It most desirable to provide parking along the north side of the new church building,which requires a 10-feet impervious setback encroachment along the north property linefor a distance of approximately 180 feet.We are proposing 240 Linear Feet of 6-feet high Privacy Fence along the north propertyline where this 10-feet impervious encroachment occurs, along with additional treeplantings along this north property line, shown on the Landscape Plan Sheet LP-1.)))

SPECIAL LAND USE PERMIT (SLUP)

C.1 LETTER OF APPLICATION

SUMMARY OF EXISTING & PROPOSED SITE CONDITIONS:

EXISTING SITE CONDITIONS:

Project: Shy Temple Christian Methodist Episcopal ChurchLocation: 2030 Wesley Chapel Road Decatur, GAZoning: R-85 ResidentialTax Parcel ID: 15-159-09-007Community District: District 5District 5 Council Member: Marida Davis JohnsonSuper District Member: Loraine Cochran Johnson

Existing Site Acreage: 3.0 Acres

Allowable Percent Impervious: 35% (1.05 Acres out of 3.0 Acres Total)Existing Percent Impervious: 24% (0.72 Acres out of 3.0 Acres Total)

Allowable Side Yard Impervious Setback: 20-FeetExisting Side Yard Impervious Setback: 0-Feet (Portion of North Property Line)

Note: Approximately one-half (1.5 Acres - front half of property) is currently developed, with the existing rear half of theproperty remaining in undeveloped wooded site conditions.

Existing Number of Buildings: Two (2)1. Existing Church Sanctuary Building (2,869 SF, 100 seating capacity)2. Existing Sunday School/Administrative Building (3,329 SF)

Existing Parking Space Count: 62 Spaces, Including 2 HC SpacesExisting Commercial Driveways: One (1) Accessed from Wesley Chapel Road

Surrounding Property Owners:

South Property Line:

Five (5) Individual Lots Abutting South Property LineNorth and East Property Line:

One (1) Individual Lot Abutting the North and wrapping around the East Property LineWest Property Line:

Public Right of Way of Wesley Chapel Road Abuts the East Property LineNote:

Property Owner Names and Parcel Numbers Identified on the Existing Survey Drawing Included with the Special Land UseApplication Submittal Package.

REASON FOR SPECIAL LAND USE PERMIT:

The Purpose for the Special Land Use Permit (SLUP) is order to allow for the Existing Church Facility to Expand and Grow,including the demolition of the smaller church building and construction of their new large church sanctuary church buildingand the 75 parking spaces required for the 300 seating capacity.

SUMMARY OF PROPOSED PROJECT DESCRIPTION:

SITE DEMOLITION WORK:

Demolition Existing Church Sanctuary Building (2,869 SF, 200 Seating capacity) and associated paved parking spaces;Existing Classroom/Administrative/Fellowship Building to remain as-is;SITE CLEARING & GRUBBING WORK:

Site Clearing and Grubbing of existing trees in back half of property;NEW BUILDING & PARKING DATA:

New Proposed Church Sanctuary Building: One (1) 10,000 SF, 300 Seating CapacityTotal Required Parking: (1 Space/4 Seats) 75 Required Parking SpacesTotal Provided Parking: 75 Provided Parking SpacesMODIFIED DRIVEWAY:

Existing Driveway Location Remains the Same;New Asphalt Paved Driveway with new grades will be designed from existing concrete driveway apron up the new Buildingand Parking Lot Area.SITE GRADING & DRAINAGE IMPROVEMENTS:

Site Grading & Drainage Improvements Required for New Church Sanctuary Building (10,000 SF) including Site Paving forRequired 75 Parking Spaces Based upon 1 Parking Space Per 4 Seating Capacity.Underground Detention Pipe System will be required and proposed and will be located beneath the new parking lot paving.Storm Water Quality will be required and proposed by implementation of Proprietary Water Quality Unit.WATER & SANITARY SEWER UTILITIES:

WATER:

New 2-Inch Domestic Water Meter and RPZ Backflow PreventorSEWER:

New Church Building Sewer Lateral will be proposed to be connected into the existing sanitary sewer lateral.NEW TREE PLANTING PLAN:

New Tree Planting Plan and Shrubs will be planted as required to conform to the DeKalb County Tree Ordinance and will becoordinated with DeKalb County Arborist.

VARIANCE REQUIRED: TWO (2)

LOT IMPERVIOUS COVERAGE:

Allowable Percent Impervious Coverage: 35% (1.05 Acres out of 3.0 Acres Total)Actual Percent Impervious Coverage: 36.7% (1.1 Acres out of 3.0 Acres Total)Required Variance for Percent Impervious: (1.7% Increase Over 35% Allowable)

SIDE YARD IMPERVIOUS SETBACK:

Minimum Side Yard Impervious Setback: 20-FeetActual Side Yard Impervious Setback: 10-Feet (North Property Line Only)Required Variance for Side Yard Imp. Setback: (10-Feet Reduction)

STATEMENT OF CONDITIONS DISCUSSED WITH NEIGHBORS:

Pre-Submittal Community Meeting with surrounding neighbors, with hand delivered invitations to all residents locatedwithin 500-feet in accordance with “blue shaded map area” designating limits of 500-feet coverage provided by DeKalbPlanning, was held on Monday August 26, 7PM located at Shy Temple Church Property. Ms. Mereda Davis Johnson withDistrict 5 Commission was in attendance.Proposed Church Expansion Project was discussed regarding the demolition of the existing front church building andassociated parking, with proposed construction of the new 10,000 SF Church Building located in approximately the samelocation, where existing building currently is and providing for a total of 93 required parking spaces conforming to zoningregulations.

SPECIAL LAND USE PERMIT (SLUP)

C.2 IMPACT ANALYSIS: (Criteria: Sec 27-7.4.6)

A. Adequacy of the size of the site for the proposed use is of sufficient size (3.0 Total Acres), and can be verified by the attached SiteLayout Plan Sheet C-5.0 and Site Grading & Drainage Plan Sheet C-6.0. The required parking count of 93 spaces puts the totalimpervious coverage approximately 6.7 percent over the maximum allowable impervious coverage area of 35 percent; therefore, avariance will be submitted and requested for the increase of maximum impervious coverage of 6.7 percent.

B. Compatibility of the proposed church building expansion project with the surrounding properties and other land uses in the districtis affirmative, since the property exists currently as an existing church campus including two (2) church buildings and associatedparking.

C. Adequacy of existing public utilities, including water and sewer and power is affirmative; existing 4-Inch sewer lateral is anticipatedto be re-used for the new church building and a new 2-Inch domestic water meter and RPZ Backflow Preventor is proposed.

D. Adequacy of public street is sufficient, with the existing concrete apron driveway to remain as-is in the same place, with newasphalt paved driveway alignment on private property shown on site plan.

E. Properties located along Wesley Chapel Road will not be adversely affected by the new church building project; trip generationsare anticipated to remain similar to existing traffic patterns, with majority of traffic being on Sunday mornings.

F. Ingress and Egress for the proposed church building project will remain the same and or better conditions as currently exists, withno changes to the existing driveway point of access.

G. Proposed Church Building Use will not create any adverse pollution via noise, smoke, dust, odor or vibration.H. Proposed hours of operation for the church will remain the same with services held of Sunday mornings and Wednesday evenings

and will not create any hardships and or negative impacts.I. Manner of Operation for the Church Expanded Project will remain the same and will not adversely impact existing neighbors.J. Existing Zoning R-85 for the existing church property is consistent with all of the requirements of the zoning district classification,

with the exception of the two (2) proposed variances detailed in the Letter of Application (35% Maximum Allowable ImperviousCoverage and 20-Feet Minimum Side Yard Impervious Setback)

K. Church Expansion Project is consistent with the policies of the comprehensive Plan.L. Proposed Church Expansion Project will be designed to comply with the required Tree Ordinance specific to buffers and any tree

mitigation requirements and or tree banks.M. Adequate provision of refuse and service area will remain the same and or improved from current conditions.N. No limitation for the length of time for the Special Land Use Permit should be applicable.O. The size, scale and massing of the new church building expansion will be consistent with adjacent and nearby lots and buildings.P. Proposed church building expansion project will not have any effect on any historic buildings, sites, districts, or archaeological

resources.Q. Proposed church building expansion project does satisfy the requirements within the Supplemental Regulations for such special

land use permit.R. Proposed church building height will not create any negative shadow impact on any adjoining lot or building. The new building

height will be 32-feet tall; the existing building height is approximately 35 feet.S. Proposed church building expansion project will be consistent with the needs of the neighborhood and surrounding community and

will not be in conflict with the surrounding neighbors and community. The local neighbors and community are excited about thechurch building expansion project and was received well by the community during the pre-community meeting.

DI 1.5X1.5RIM:942.42

151924.60THROAT

SDMHRIM:940.31INV:934.11

SDMHRIM:925.53

INV A:921.28INV B:920.68INV C:920.08

200923.11SDMH

201923.56CMF R/W

333927.09THROAT

YIRIM:927.65INV:924.75

335927.75YI

336927.49YI

X

X XX

X XX

X

X

X

X

X

X X

X X X X X

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P

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P,T

P,T

P,T

P,T

P,T

P,T P,T P,T P,T P,T

P

2030

WES

LEY

CH

APEL

RO

AD

4"PL

ASTI

C

18"RCP

24"R

CP

30"C

MP

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

A

B

C

A

B

C

10"C

LAY

10"C

LAY

PARCEL: 15 159 09 071NOW OR FORMERLYEDUARDO OSAVIODB 25607, PG 525

PARCEL: 15 159 09 071NOW OR FORMERLYEDUARDO OSAVIODB 25607, PG 525

PARCEL: 15 159 09 001NOW OR FORMERLYJAMES A CLAUSELL

DB 6556, PG 728

PARCEL: 15 159 02 001NOW OR FORMERLY

FRANCIS CARMENDB 6242, PG 169

PARCEL: 15 159 09 004NOW OR FORMERLY

HAZEL R STARKSDB 5234, PG 758

PARCEL: 15 159 09 005NOW OR FORMERLYMAGGIE M MINTERDB 11711, PG 646

PARCEL: 15 159 09 006NOW OR FORMERLY

RAMONA RIOS GUTIERREZDB 27130, PG 607

100'

R/W

PARCEL: 15 159 09 007NOW OR FORMERLY

WORD CHURCHINTERNATIONAL, INC.

DB 27532, PG 512

±3,329 SQ.FT. BLDG

936

935

934

933

932

931

930

929

928

927

926

925 925

930

930928 935 940

945

950

955

960

955

950

945

940

935

940

945

950

945

940

935

930

928

946

952

WIRE FENCE

CH

AIN

LIN

K

WIRE

WIRE956

954952

950948

946

957

944948

943

942.5

942.5

943

942.5

942

942

942.5942

942

943

944

945

944

945

946947

938

942

942

942

938

942.5

942.5

942.5

942.5942

940

938

936

934

944

942

940

938

936

944944

944946

948950

952 954

937

PROPOSED CHURCH BUILDING(92' x 107' = 9,844 SF)75 REQ'D PARKING76 PROPOSED PARKINGF.F.E. = 943.65

941 942

942

936939

940938 939 940 941

950

949947

949

951

953

942940 940

CEN

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CEN

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DATE:

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FOR

THIS SEAL IS VALID ONLY IF SIGNED AND DATEDBY THE LICENSED PROFESSIONAL SHOWN.

435 S

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GRAPHIC SCALE

030 30 60

30

12015

NO

RTH

"ALL UTILITIES, WATER, FIRE, SANITARY, GASAND ELECTRICAL LINES, AND LATERALS MUSTBE MARKED WITH LOCATOR WIRE ANDDETECTOR TAPE".

EXISTING TREES

PRIVACY FENCE - 6 FT HIGH

EXISTING 4 - FT WIDESIDEWALK SHALL BEINCREASED TO 6- FT WIDE.ADD 2 - FT NEWCONCRETE SIDEWALKALONG EAST SIDE OFEXISTING SIDEWALK.

REQUIRED FOR 207'' TOTALROAD FRONTAGE.

PROVIDE FIVE (5) NEWSTREET TRESS REQUIREDBY CODE (TYP)