Upload
others
View
1
Download
0
Embed Size (px)
Citation preview
N
S
EW
1492
Mad
ison
Str
eet
Suite
LL
Clar
ksvi
lle, T
N 3
7040
Ph #
931
-245
-309
5
ST
AT
E L
INE
RO
AD
AP
AR
TM
EN
TS
SIT
E L
AY
OU
T P
LA
N
STAT
E LI
NE
ROAD
, OAK
GRO
VECH
RIST
IAN
COU
NTY
, KEN
TUCK
YJu
ne 9
, 201
6SH
EET:
C
1.00
REVI
SION
SDA
TECO
MM
ENTS
DRAW
N B
Y: K
.COO
KCH
ECKE
D BY
: C. B
URCH
ETT
FILE
- Z:
\Pro
ject
s\20
16\0
017-
16(S
tate
line
Rd A
part
men
ts)\
Stat
elin
eRo
ad-Q
UADS
.dw
g
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
SH
AD
OW
R
ID
GE
, P
HA
SE
2
PLA
T C
AB
IN
ET
7, P
AG
E 418
RE
GIS
TE
R'S
O
FF
IC
E O
F
CH
RIS
TIA
N C
OU
NT
Y, K
Y
ST
AT
E L
INE
RO
AD
(50' R
OW
)
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
6
0
' M
B
S
L
60' MB
SL
10' M
BS
L
10' MBSL
IE: 551.81
15" CM
P
18" CM
P
IE: 552.07
IE: 552.48
IE: 552.20
S
T
A
T
E
L
IN
E
R
O
A
D
(5
0
' R
O
W
)
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.=
B
U
IL
D
IN
G
4
7
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
4
9
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
5
1
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
5
2
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
5
3
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
5
4
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
9
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
1
1
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
1
0
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
B
U
IL
D
IN
G
1
2
0
0
T
Y
P
E
'B
'
F
.F
.E
.=
5
5
0
.5
0
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'