GENERAL SITE NOTES: STATE LINE ROAD(50' ROW) N86°07'35E …

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GENERAL SITE NOTES:

1. THE LOCATION OF EXISTING PIPING AND UNDERGROUND UTILITIES, SUCH AS GAS MAINS, WATER MAINS,ELECTRIC DUCT LINES, ETC... AS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BESTAVAILABLE INFORMATION, BY ACTUAL OR FURNISHED SURVEYS, AND TAKEN FROM THE RECORDS OFTHE PARENT UTILITY COMPANIES DRAWINGS OF THE EXISTING FACILITIES. HOWEVER, THE ENGINEERDOES NOT ASSUME THE RESPONSIBILITY FOR THE POSSIBILITY THAT, DURING CONSTRUCTION, UTILITIESOTHER THAN THOSE SHOWN MAY BE ENCOUNTERED OR THAT ACTUAL LOCATION OF THOSE SHOWNMAY BE DIFFERENT FROM THE LOCATIONS DESIGNATED ON THE PLANS.

KENTUCKY ONE CALL CENTER: 1-800-752-60072. IN THE EVENT OF A CONFLICT BETWEEN THE PLANS, SPECIFICATIONS, STANDARD NOTES, OR THE

REQUIREMENTS OF OFFICIALS OF INVOLVED GOVERNMENT BODIES, PLEASE CONTACT ENGINEER OFRECORD.

3. THE CONTRACTOR SHALL MAKE A PHYSICAL INSPECTION OF THE SITE BEFORE SUBMITTING A PROPOSALFOR THE PROJECT. IT IS ASSUMED THAT THE CONTRACTOR HAS EXAMINED THE PLANS, SPECIFICATIONSAND THE SITE PRIOR TO SUBMITTING A PROPOSAL. ANY ITEMS THAT WOULD BE REASONABLY REQUIREDFOR CONSTRUCTION, WHETHER OR NOT SPECIFICALLY DENOTED IN THE PLANS SHALL BE PROVIDED BYTHE CONTRACTOR.

4. WHEN THE WORK AREA IS AN AREA OF DIRECT PUBLIC ACCESS, THE CONTRACTOR SHALL BERESPONSIBLE FOR ERECTING BARRICADES AND CONSTRUCTION WARNING SIGNS IN ACCORDANCE WITHTHE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE INSPECTORS OF ALLCONCERNED GOVERNMENT AGENCIES DURING ALL PHASES OF CONSTRUCTION.

6. BEARINGS AND/OR DISTANCES SHOWN ON THE PLANS SHALL TAKE PRECEDENCE OVER SCALE. SHOULDA CONFLICT EXIST, NOTIFY THE ENGINEER IMMEDIATELY.

7. ANY TEMPORARY CONSTRUCTION DURING THIS PROJECT SHALL BE MADE IN SUCH A MANNER AS TOADEQUATELY DRAIN AND BE MAINTAINED FOR THE LIFE OF THE TEMPORARY CONSTRUCTION, THETERM OF THE PROJECT, OR A PERIOD OF ONE YEAR. TEMPORARY TURN AROUNDS SHALL BECONSTRUCTED IN SUCH A MANNER AS TO ADEQUATELY DRAIN AND HAVE A SMOOTH TRANSITION FROMFINISHED PAVEMENT ELEVATIONS TO FINISHED STONE ELEVATIONS.

8: ANY EXISTING OR PROPOSED VALVES, FIRE HYDRANTS, METER VAULTS, MANHOLES, SPRINKLER HEADS,ELECTRIC METERS/VAULTS, PULL BOXES, TRANSFORMERS(THIS SHALL INCLUDE ANY PADS GRATES, LIDSSIGNS, POSTS OR ANY OTHER ITEMS ASSOCIATED WITH SUCH APPURTENANCES), TELEPHONEPEDESTALS, CABLE BOXES, FIBER OPTIC VAULTS(BOXES), REMOTE FIRE DEPARTMENT CONNECTIONS,CLEANOUTS, SPIGOTS, LIGHT POLES, FLOOD LIGHTS, AREA DRAINS, CATCH BASINS OR OTHER SUCHAPPURTENANCES LOCATED WITHIN THE CONSTRUCTION SITE WHICH ARE NOT SPECIFIED TO BEREMOVED SHALL BE ADJUSTED TO MATCH FINISHED GRADES.

9: ANY ALTERCATION TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER & APPROPRIATE GOVERNING AGENCIES PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. FAILURE TO DO SO COULD

RESULT IN A DELAY OR NON-ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.10: ALL SITE LIGHTING SHALL BE DIRECTED INWARD ONTO SITE, TO INCLUDE SHIELDED HOODS. NO SITE

LIGHTING SHALL SPILL ONTO ADJACENT PROPERTIES.11: SIGNAGE, STRIPING AND PAVEMENT OUTSIDE OF DEVELOPMENT ENTRANCE SHALL CONFORM WITH CITY

OF OAK GROVE OR KENTUCKY DEPARTMENT OF TRANSPORTATION REQUIREMENTS AS REQUIRED.12: ALL DIMENSIONS ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE.13: SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.14: CONCRETE WALKS & PADS SHALL HAVE A BROOM FINISH. ALL CONCRETE SHALL BE 3000 PSI UNLESS

OTHERWISE NOTED. CURB RAMPS & SIDEWALK SLOPES SHALL BE CONSTRUCTED IN ACCORDANCE WITHALL CURRENT LOCAL REQUIREMENTS. IF APPLICABLE, THE CONTRACTOR SHALL REQUEST INSPECTIONOF SIDEWALK AND RAMP FORMS PRIOR TO PLACEMENT OF CONCRETE.

15: CONTRACTION JOINTS SHALL BE CONSTRUCTED TO A DEPTH OF AT LEAST 1/4 THE CONCRETETHICKNESS, & SHALL DIVIDE CONCRETE ROUGHLY INTO SQUARES WITH MAXIMUM 10' SEGMENTS.

16: ALL SIDEWALKS, CURB RAMPS AND HANDICAP PARKING SPACES SHALL MEET ALL ADA AND FAIR HOUSING ACT REQUIREMENTS

BOUNDARY LINE

SITE LEGEND

ROADWAY CENTERLINE

GAS MAIN & SERVICE LINEUNDERGROUND ELECTRICWATER MAIN & SERVICE LINESANITARY SEWER MAIN & SERVICESTORM SEWER LINEOVERHEAD POWER LINEUNDERGROUND ELECTRIC

STREET LIGHT

SANITARY SEWER MANHOLEPOWER POLE

WATER VALVE

STORM SEWER INLET

ELECTRICAL TRANSFORMER

WATER METER

FIRE HYDRANT

UTILITY POLE

PROPERTY LINE

LOT LINE

TELEPHONE BOX

PUDE

MBSL

EXISTING IRON PIN

PROPOSED IRON PIN

FENCELINE

STREAM LINE

SILT FENCEEXISTING CURB

UNDERGROUND TELEPHONE

BENCHMARK

REFERENCE POINT (CONTROL)

PROPOSED WATER MAIN (SIZE TBD)

PROPOSED SANITARY SEWER

CONCRETE

Feet

100500

GRAPHIC SCALE1" = 50'

GENERAL SITE INFORMATION:

CONTRACTOR: CHRIS BLACKWELL CONSTRUCTION251B WARFIELD BLVD.CLARKSVILLE, TN 37043

CURRENT ZONING: RMHDEED REF. #O.R.V. 687, PG 251PARCEL ID: 146-00 00 005.00

TOTAL ACREAGE: 487,001 SF (11.18 +\- ACRES)PROPOSED BUILDING COVERAGE: 90,405 SF (18.6%)PROPOSED IMPERVIOUS AREA AND RATIO: 198,410 SF (40.7%)BUILDING HEIGHT: 35' MAXIMUM# OF UNITS: 108PARKING REQUIRED: 206PARKING PROVIDED: 221

BUILDING

TYPE

UNITS PER

BUILDING

BEDROOMS/UNIT

BUILDING

SQ. FT.

# OF

BUILDINGS

A 2 3 BDRMS/UNIT 1820 22

B 2 2 BDRMS/UNIT 1,820 22

C 2 1 BDRM/UNIT 1,032 10

TOTAL 108 240 BDRMS 90,400 54

6/9/16

185

186

187

188189

190

191192

193

194

24

23

135

147

146

145

144

143

142

141

140

139

138

137

136

134

133

SHADOW RIDGE, PHASE 1 DEED

BOOK 503, PG 219 REGISTER'S

OFFICE OF CHRISTIAN COUNTY,

KY

FOX MEADOW, SECTION 3

PLAT BOOK G, PG 23

REGISTER'S OFFICE OF

MONTGOMERY COUNTY, TENNESSEE

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SAS MANHOLE

TC=554.00

IE=545.09

SAS MANHOLE

TC=551.81

IE=546.46

SAS MANHOLE

TC=560.48

IE=551.21

SAS MANHOLE

TC=558.16

IE=550.10

SAS MANHOLE

TC=550.65

IE=547.81

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IE: 552.48

IE: 552.20

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SEE ARCHITECTURALPLANS FOR EXACTLOCATION AND SIZE OFPATIO'S

20' TYP.20' TYP.

14' TYP.

60' TYP.

30.3' TYP.

40.2'

25.7'

10'

40' TYP.

SEE ARCHITECTURALPLANS FOR EXACTBUILDING DIMENSIONS

SEE ARCHITECTURALPLANS FOR EXACTBUILDING DIMENSIONS

R10' TYP.

N86°07'35"E 527.87

S3°4

7'05"

E 9

12.80

N89°31'10"W 490.76

N11°

22'35

"W 6

34.68

N11°

04'07

"W 1

81.86

N2°3

7'57"

E 3

3.56 N59°27'36"E 72.44

18" HDPP 18" HDPP18" HDPP

AREA DRAINTC:551.23IE:549.30

AREA DRAINTC:551.26IE:549.07

AREA DRAINTC:552.31IE:549.03

L17 C10

L16

L14

C8

L13

L12

L11

30', TYP.

32.5'

R5', T

YP.

BUMPER BLOCKS

60'

37.5'

5' SIDEWALKS

5' SIDEWALK

DUMPSTER PAD

BUILDING 1700

TYPE 'A'F.F.E.=

BUILDING 1900

TYPE 'B'F.F.E.=

BUILDING 1800

TYPE 'A'F.F.E.=

BUILDING 2000

TYPE 'B'F.F.E.=

BUILDING 1300

TYPE 'A'F.F.E.=

BUILDING 1500

TYPE 'B'F.F.E.=

BUILDING 1400

TYPE 'A'F.F.E.=

BUILDING 1600

TYPE 'B'F.F.E.=

BUILDING 500

TYPE 'A'F.F.E.=

BUILDING 700

TYPE 'B'F.F.E.=

BUILDING 600

TYPE 'A'F.F.E.=

BUILDING 800

TYPE 'B'F.F.E.=

BUILDING 100

TYPE 'A'F.F.E.=

BUILDING 300

TYPE 'B'F.F.E.=

BUILDING 200

TYPE 'A'F.F.E.=

BUILDING 400

TYPE 'B'F.F.E.=

BUILDING 2300

TYPE 'A'F.F.E.=

BUILDING 2100

TYPE 'B'F.F.E.=

BUILDING 2700

TYPE 'A'F.F.E.=

BUILDING 2500

TYPE 'B'F.F.E.=

BUILDING 3100

TYPE 'A'F.F.E.=

BUILDING 2900

TYPE 'B'F.F.E.=

BUILDING 3500

TYPE 'A'F.F.E.=

BUILDING 3300

TYPE 'B'F.F.E.=

BUILDING 3900

TYPE 'A'F.F.E.=

BUILDING 3700

TYPE 'B'F.F.E.=

BUILDING 2400

TYPE 'A'F.F.E.=

BUILDING 2200

TYPE 'B'F.F.E.=

BUILDING 2800

TYPE 'A'F.F.E.=

BUILDING 2600

TYPE 'B'F.F.E.=

BUILDING 3200

TYPE 'A'F.F.E.=

BUILDING 3000

TYPE 'B'F.F.E.=

BUILDING 3600

TYPE 'A'F.F.E.=

BUILDING 3400

TYPE 'B'F.F.E.=

BUILDING 4000

TYPE 'A'F.F.E.=

BUILDING 3800

TYPE 'B'F.F.E.=

BUILDING 4800

TYPE 'A'F.F.E.=

BUILDING 5000

TYPE 'B'F.F.E.=

BUILDING 4500

TYPE 'A'F.F.E.=

BUILDING 4600

TYPE 'B'F.F.E.=

BUILDING 4300

TYPE 'A'F.F.E.=

BUILDING 4400

TYPE 'B'F.F.E.=

BUILDING 4100

TYPE 'A'F.F.E.=

BUILDING 4200

TYPE 'B'F.F.E.=

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10' TYP.

Line Table

Line #

L11

L12

L13

L14

L16

L17

Length

169.03'

744.10'

139.24'

742.45'

685.44'

144.19'

Direction

S78° 37' 20"W

N11° 22' 40"W

N86° 07' 30"E

N11° 22' 40"W

S11° 22' 40"E

N86° 07' 30"E

Curve Table

Curve #

Length

34.03

28.80

Radius

20.00

20.00

Delta

097.50

082.50

Chrod Direction

N37° 22' 30"E

S52° 37' 30"E

Chord Length

30.07'

26.37'