HomeMy WebLinkAbout1.00 General Application Materials_Part3S TA. 500 + 05. 00
0 / S 5.00'L
ELEV. ???'
S T A.500+05.00
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ELEV. 6304.61 ' 3
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S T A .500+44.38
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O/S 5.001R
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ELF V. 6304.74'
ELEV. 6305.21 '
RADIUS RETURN
RADIUS RETURN
S T A .500+44.43
n/s in nn'R
S TA. 500 + 75.85
GRADE BREAK 5TA. 500+05.00
EL E V= 630Q 30
Scale:
H: 1 " = 10'
V- I" = 5'
6295
TRACT A
EXISTING GRADE -i [- FINISHED GRADE
STA.501 +03.63
0 / S 8.33'R
ELEV. 6305.04'
RADIUS RETURN
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ELEV. 6305.09'
RADIUS RETURN
CABIN ACCESS RD CL STA 501 +03.82=
CONNECTOR RD CL STA 402+08.89
STA.501 +67.53
0 / S 7.50'R
S T A .502+02.63
n .l n nn,
S T A.502+02.63
0 / S 5.00'L
ELEV. 6305.96'
502+08
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ELEV. 6306.08'
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GRADE BREAK 5T,4.502+02.60
EL EV=6305.99
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IRRIGATION POND -1
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GRAPHIC SCALE
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( IN FEET )
I inch =10 ft.
40
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S T A. 400 + 30.04
�P 0/S 11.00'L-
RADIUS CENTER
\ S T A.400+30.04
\\ O/S 6.00'L
ELEV. 6305.31 '
P RADIUS RETURN
S T A. 400 + 25.04
0/S 11.00'L_
ELEV. 6305.21 '
RADIUS RETURN
0
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6315
6310
6305
6300
Scale:
H: 1 " = 10'
V.• I" = 5'
6295
BEGIN CONNECTOR ROAD CL
CHUKKA TRAIL CL CROSSING
S T A.400+83.04
EL E V.6306.33
GRADE BREAK
S T A.400+95.04
EL E V.6305.09
-2.00% - I.00%
GRADE BREAK
STA.401+15.04
EL E V.6305.89
EXISTING GRADE —i [— FINISHED GRADE
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CABIN ACCESS RD CL STA 501+03.82
STA.402+15.61 I
0 / S 4.93'L
ELEV. 6305.09'
RADIUS RETURN
STA.402+13.55 I �I
0 /S 0.00'
ifs fS S EL EV. 6305.04'
END CONNECTOR ROAD
J
S T A.402+ 18.48
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RADIUS CENTER
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0 / S 3.70'R o
ELEV. 6305.04'
RADIUS RETURN
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6315
6310
END CONNECTOR ROAD CL
S T A.402+ 13.68
EL E V.6305.04
-0.799 -2.121g ---------
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CABIN ACCESS CL CROSSING
S TA. 402 + 08.89
EL E V.6305.15
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STA. 600+8J.13�
0/S J5.15'L
ELEV. 6309.13'
STA . 600 + 87.35 c'
0/S 35.20'L
ELEV. 6309.75'
S TA. 600 + 65.33
0/S 33.06'L
ELEV. 6310.55' /
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6310 i
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S T A.600+34.87
0/S 37.57'L
ELEV. 6310.59'
RADIUS RETURN
S TA.
600+JJ. 39
0/S 22.91 'L
STOP SIGN
S T A.600+58.7J
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RADIUS CENTER
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STA.601 +09.12
0/S 31.99'L
ELEV. 6310.92'
DIUS RETURN
L.P.STA.500+78.70
L.P.ELEV.6310.59
PVI STA.500+54.01
PVI ELEV.5310.49
K=19.85
50.00' VC
2.001
6310
6305 Scale: CHUKKA TRAIL CL CROSSING
H: 1 " = 20' STA.600+22.03
V. 1 " = 10' ELEV.6311.33
6300
STA.601 +21.80
0/S 36.86'L LOT 7
\ RADIUS CENTER
P\ STA.601+21.86
6308 0 /S 12.00' L
ELEV. 6311.03' CLUBHOUSE
\ RADIUS RETURN
S T A.603+06.15
O/S 0.00,
END CLUBHOUSE DRIVE
TYPICAL SECTION
CL USHOUSE ORI VE CL _ 1
00
S T LLLn +
O/S 0.00,
BEGIN CLUBHOUSE DRIVE
TYPICAL SECTION
6�08 STA.603+06.15 STA.603+ 6.1
6309 0/S 37.00'R 0/S 12. R
E-tE E E E E� RADIUS CENTER ELEV. 6300 9'
� E- E�E�E RADIUS RETU N
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WT.STA.600+58.16 �-1�-T--L�-�-ram E 1
\� STA.600+58.16 0/S 37.00'R STA.603+30.96 =�
R25'% 0/S 12.00'R RADIUS CENTER 0/S 39.20'R ,
ELEV. 6310.88'-
1600
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S T A.603+ I 1.03
0/S 12.00'L
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ADIUS RETURN
TRACT A
6311
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00+33.17
0/S 36.3J'R - - _
ELEV. 6311.30'
RADIUS RETURN CLUBHOUSE DRIVE�`Tzt
STA0IS 683+ 53=
+58.22 CHUKKA TRAIL CL STA 114+71.78
S 12.2.05' L 6309
ELEV. 6310.93' tSHL D. ( T YP. I
RADIUS RETURN
S TA. 600 + 65.69
\0/S 20.12'L
ELEV. 6310.80'
TRACT C
CLUBHOUSE DRIVE CL STA 600+22.01=
CHUKKA TRAIL CL STA 112+84.32
H.P.STA.501 +79.79
H.P.EL EV.5311.04
PVI STA.501+87.70
PVI ELEV.5311.13
K=32.91
50.00' VC
S TA. 603 + 11.03
0/S 37.00'L
RADIUS CENT
603+691 STA.503+36.03
ELEV. 6310.50' - - ------- _
RADIUS RETURN
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L.P.STA.602+92.20
L.P.ELEV.5310.17
PVI STA.603+00.53
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ELEV.6310.92
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6315
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6300
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80
CHECKED B Y.- AMR
DRAWN BY.- VJT
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STA.800+78.13
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S T A.800+J9. 82 A.800+ 0,00 , Lo
0/S 60.31'L b� / ELEV. 6303.78'—
RADIUS CENTER
/ BEGIN ASPH. PAVE
END ROAD BASE PAVE. S .8Q0+80.27 '^ STA.800+91.77
b� END SHOULDER 0/S 12.�' R8. 0/S 41.10'L
ELEV. 6303.46' ELEV. 6303.24'
RADIUS RETURN � � s RADIUS RETURN
S T S 49. 7 06. 08 / �� \ \
0/S 49.75'L � STA.800+91.43
ELEV. 6304.61' / 2' SHLD. (TYP.) s 0/S 33.12'L
RADIUS RETURN S 800+44.77 �`� RADIUS CENTER
0/S 15.60'L s STA.800+96.41
/ ELEV. 6303.99' �� 0/S 29.91'L
RADIUS RETURN _h.303 LTV 630332'
6300
Scale:
H: I " = 20'
V. I" = 10'
6295
W BARN ACCEV CONNECT STA 800+00.00=
CHUKKA TRAIL L STA 107+99.78
BEGIN W BARN ACCESS CONNECT CL
CHUKKA TRAIL CL CROSSING
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ELEV. 6303.62'
/ RADIUS RETUR /\sS
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W BARN ACCESS ROAD CL CROSSING
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80
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FIELD l-WYE 2
STA. d0/+71.97
FIEL D l - PIPE C l 12 " SDR - 35 IN V. 6306.29
FIEL D l - PIPE F2: 6 " PERF SDR - 35 IN V. 9307. 36
12 " SOR -35 W YE IN V. 6306.29
PROPOSED GRADE FIEL D l - PIPE C3
ldl.dSL.F. of 12"5DR-35 @ 1.001
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FIELD l-WYE 3
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FIEL D l - PIPE C2: 12 " SOR - 35 IN V. 630d. 88
FIEL D l - PIPE F3 6 " PERF SDR - 35 IN V. 6305.95
12 " SDR - 35 W YE IN V. 630d. 88
FIEL D l - PIPE CJ
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STA.410df5d.88
FIEL D l - PIPE C3- 12 " SDR - 35 IN V. 6303 d6
FIEL D l - PIPE Fd : 6 " PERF SOR - 35 IN V. 630d. 53
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FIEL D l - PIPE C5 /2 " SOR - 35 IN V. IN 6302.25
320 -PIPE 2:12" SDR -35INV. OUT 6301.25
d00+80
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FIELD l-WYE 6
FIEL D l - WYE 5 S TA. J07+37.68
5 TA. J05+96. 29 FIEL D l - PIPE C7: 12 " SDR - 35 IN V. 630d 59
FIEL D l - PIPE C6 : 12 " SDR - 35 IN V. 6303.17 FIEL D l - PIPE F6 6 " PERF SDR - 35 IN V. 6306.35
FIEL D l - PIPE F5 : 6 " PERF SOR - 35 IN V. 630d 9d /2 " SOR - 35 W YE IN V. 630d 59
12 " SDR - 35 W YE IN V. 6303.17
6310 EXISTING GRADE
l2"SOD 0VER MHCOVER
6300
6295
FIEL D l - PIPE C5
90. 70 L . F. o f 12" SDR -35 02s
FIEL D l - PIPE C6
ldl.dOL.F. of l2"SDR -35 1.000
PROPOSED GRADE
dO3+20
dO3+60
dOd+00
dOd+do
6320
6315
6310
6305
6300
6295
6290
�6285
0
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dOd+80 dO5+00
FIEL D l - W YE 7 6320
S TA. J08+79.07
FIEL D l - PIPE C8: 12 " SDR - 35 IN V. 6306, 00 FIEL D l - PIPE C8
FIELD l - PIPE F7: 6"PERF SDR -35INV. 6307.77� ldl.dOL.F. of 12"5DR-35 1.009 6315
12 " SDR - 35 WYE IN V. 6306.00
6310
6305
FIEL D l - PIPE C7
ldl. dO L . F. of 12 " SDR - 35 1. 00s 6300
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FIEL D l - PIPE C9
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FIEL D l - PIPE F9: 6 " PERF SDR - 35 IN V. 6310.59
12 " SDR -35 W YE IN V. 6308.83
d08+00
FIELD l-WYE l0
S TA. J/3+03.2d
FIEL D l - PIPE C l l 12 " SOR - 35 IN V. 63/0.2d
FIEL D l - PIPE Flo: 6"PERF SDR -35INV. 6312.00
12 " SDR - 35 WYE IN V. 63/0.2d
d08+80
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6320
PROPOSED GRADE
6315
6310
FIEL D l - PIPE Cll 6305
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STA. did+dd 637 6300
FIEL D l - PIPE F l l 6 " PERF SDR - 35 IN V. 6313. J2
FIEL D l - PIPE C 1112 " SDR - 35 IN V. 6311.65
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108.26 L . F. o f 12 " SDR - 35 @ 0. 309 /08.26 L . F. o f 12 " SDR - 35 @ 0. 30S FIEL D 2- W YE 2
STA: l0/f1280
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CUL VER T 2 AL I6NMENT CUL VER T 2 AL I6NMENT
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FIEL D 2 - PIPE C5
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EXISTING GRADE PROPOSED GRADE
FIELD 2- W YE 5 LFIEL D 2 - PIPE Cd
STA. lOd+37.58 108.25L.F. of 12"5DR-35 0.300
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12 " SDR - 35 W YE IN V. 9292.52
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S TA . 100+ 00. 00 TO S TA . 105+ 00. 00
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LFIEL D 2 -PIPE C3
FIELD 2- W YE J 108.26 L. F. o f 12" SDR - 35 0. 30S
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FIEL D 2 - PIPE FJ 6 " PERF SDR - 35 IN V. 629d l6
12 " SDR - 35 W YE IN V. 6292.85
FIEL D 2 - PIPE C2
108.26 L. F. o f 12" SDR -35 030S
FIEL D 2- W YE 3
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FIEL D 2 - PIPE C2: 12" SDR -35INV. 6293.17
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12 " SDR -35 W YE IN V. 6293.82 6300
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102*80
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STA. I05+00.00 TO STA. I10*00.00
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PROPOSED GRADE 108.26 L . F. o f l2 "SDR - 35 0. 30� 108.26 L . F. o f 12 " SDR -35 0.30E
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STA. 109+05.28 FIEL D 2 - PIPE C8: 12" SDR -35INV. 9291.22
FIELD 2 - PIPE C9: l2 " SDR - 35 IN V. IN 9299.93 FIEL D 2 - PIPE F9: 6 " PERF SDR - 35 IN V. 6292.5d
FIELD 2 - PIPE C9.1 12" SOR -35INV. OUT 6299.63 12" SOR-35 WYE INV. 6291.22
FIEL D 2 - W YE 8
S TA. 107+62. 39
FIEL D 2 - PIPE C7: 12" SOR -35INV. 6291.55
FIEL D 2 - PIPE F8: 6 " PERF SDR - 35 IN V. 6292.89
12 " SDR - 35 W YE IN V. 9291.55
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100+80
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FIELD 2 - PIPE C5 : 12 " SDR - 35 IN V. 6292.20
FIEL D 2 - PIPE F6 6 " PERF SOR -35 IN V. 6293.51
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108.26L.F. of 12"5DR-35 0.30%-\
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5TA. 112f61.95
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12" SDR -35 W YE IN V. 6293.63
EXISTING GRADE
-- - - - - - -
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FIELD 2 - PIPE Cll
229.03 L.F, of 12-SDR-35 1.00,E
107*60
FIEL D 2 - W YE l0
W/ 11.25° BEND
5TA. //0*32.93
FIEL D 2 - PIPE C l l 12 " SDR -35 IN V. 629/. 3J
FIELD 2 - PIPE Flo : 6 " PERF SDR - 35 IN V. 6293.58
12 " SDR - 35 W YE IN V. 629/. 3J
PROPOSED GRADE
107*20
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119.52L.F. of l2"SOR -35 1.75%
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JOB #: 2017-13
FOR
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6300
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6280
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6300
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WCD -BEND I STA. 30/+11.d8
12 " d5' HORIZ. BEND IN V. EL E V. 6296. 77
S TA. 300f 35.89
WCD -PIPE / :12 " PERF. SDR - 35 IN V. IN 9299.92
WCD-PIPE 2:12"PERF. SDR -35INV. OUT 6298.82
PROPOSED GRADE
FIEL D 2 WES T CUR TA /A/ DRA //V
STA. 500f 00.00 TO STA. `305f 00.00
SCALE l "= 20 ' HORZ
SCALE- I "_ l 0 ' IVER T
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6300
6290
6280
6275,
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300+80 301 +20
WCD-BEND 3
12 " d5 ° HORIZ. BEND
S TA. 305f d0.73
WCD -PIPE 3: 12 " PERF. SDR - 35 IN V. IN 629d. 00
WCD-PIPE d.-12-PERF. SDR -35INV. OUT 629d.00
WCD-BEND d
12" d5' HORIZ. BEND
S TA. 305f d5 7d
WCD-PIPE d 12"PERF. SDR -35INV. IN 9293.98
WCD-PIPE 5:12"PERF. SDR -35INV. OUT 6293.98
WCD -PIPE d
5. 0/ L. F. o f 12 " PERF. SOR -35 0.30%
WCD -PIPE 3
31.d5L.F, of 12"PERF. 5DR-35 0.30E
6310
6305-
6300
6295
6290
6285
6280
6275
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30/+60 302+00 302+d0 302+80 303f20 303+60 30Q+00 30Q+d0 30Q+80 305+00
FIEL D 2 WES T CUR TA /A/ DRA IN
STA. J05f00.00 TO STA. J10+00.00
SCALE l "= 20 ' HORZ
SCA L E- I "_ l 0 ' IVER T.
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STA. 3/0+52.5,d
INV. EL EV. 6293.11
305+60
GAS LINE CROSSING
STA. 3/0+67.62
INV. EL EV. 6289.65
GAS LINE CROSSING
LSTA. 310+57. 71
IN V. EL E V. 6291.15
6310
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6300
6295
6290
6285
6280
6275
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306+00 306+d0 306+80 307+20 307+60 308+00 308+J0 308+80 309+20 309+60 310+00
FIEL D 2 WES T CUR TA IN DRA //V
STA. 3/0f 00, 00 TO STA. J/5f 48. `32
SCALE l "-20' HORZ
SCA L E: I ' _ l 0 ' IVER T. STORM DRAIN CROSSING
IRRIGA TION L INE CROSSING
STA. 3/5+ 10.50
IN V. EL E V. 6289.36 S TA. 3/5+ 16.65
IN V. EL E V. 6291.08
6310
WCD-BEND 6
12 " 415' BEND SRO TA TEO) 6305
APPROX. L OCA TION OF EXISTING GAS L INE5. WCD -PIPE 6:12SDR -35INV. IN 6296.90 STA. 3/5f07.09
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PO THOL E CROSSING PRIOR TO CONSTRUCTION. WCD -PIPE 7:12 " SDR - 35 IN V. OU T 6296. 90 6300
PROPOSED GRAD-17-,
EXISTING GRADE
-------------- 6295
WCD -PIPE 5 \ 6290
9W0.9Q L. F. of 12" PERF. SDR -35 0 300 WCD -BEND 5 �
12" d5° BEND (ROTA TED) 6285
S TA. 3/d f 86.68
WCD -PIPE 5:12" PERF. SOR -35 IN V. IN 6291.12 WCD -PIPE 6
WCD -PIPE 6 /2"SOR-35INV. OUT 629/,12 20.83L.F. of 12"5DR-35 �20.71S
6280
DAYLIGHT PIPE
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315.
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ECD -PIPE l 12 " PERF. SDR - 35 IN V. IN 6299.63
ECD -PIPE 2 /2 " PERF. SDR - 35 IN V. OUT 6299.63
ECD -PIPE l
25 9,9 L . F. o f 12 " PERF. SDR - 35 @ 0. 309
IRRIGA TION LINE CROSSING
STA. J01*11.JB
IN V. EL E V. 6297.91
FIEL D 2 EA S T CUR TA IN DRA IN
STA. 400* 00. 00 TO STA. 405* 00. 00
SCALE I "=20' HORZ
SCALE: I "= 10' VER T.
ECD -PIPE 2
963.39 L. F. o f 12 " PERF. SDR -35 @ 0.309
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IN V. EL E V. 6295.85
GAS L INE CROSSING
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IN V. EL E V. 6295.55
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993. 39 L . F. o f 12" PERF. SDR -35 P 0.30%
GAS L INE CROSSING
STA, d06f29.d1
IN V. EL E V. 629d.73
F/ELD 2 EAST CURTAIN DRAIN
STA. 405*00.00 TO STA. 4I0f`37.00
SCALE.- I "=20' HORZ
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5' DIA. CONC. MANHOLE
STA. J/0f l8.53
RIM @ 6299.90
0V3-IRR. PIPE: /9" SDR - 35 IN V. IN6290.56
ECD -PIPE 3 : l2 " SDR - 35 IN V. IN 6295.70
0V3.l-IRR. PIPE /8"SDR -35INV. OUT 6290.56
ECD -PIPE 3
17.39L.F. of 12"SDR -35 @ 9..00s
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12 " d5 ° BEND
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ECD -PIPE 3 12" SDR -35INV. OUT 6296. 7d
IRRIGA TION LINE CROSSING
STA, d/0+02.8/
INV. EL EV. 6295.32
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6310
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6300
6295
6290
6285
6280
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dO5* 60
dO6*00
d06*d0
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6310
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FIEL D / - PIPE Cd :12 " SDR - 35 IN V. IN 6302.25
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GA S L INE C".95ING J
STA. 50/+60. 80
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GAS LINE CROSSING
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INV. EL E V. 6299.2Q
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HORZ
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VER T
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DAYLIGHT PIPE
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502+80
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DRAWN BY.- VJT
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FOR
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FOR
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GRAPHIC SCALE
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( IN FEET )
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CHECKED BY.- AMR
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FOR
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