HomeMy WebLinkAboutC-101_Private Road A Grading Plan V1APPROVED PC STA: 10+28.66, 56.98' L
M06122 TBC 2567.53
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SEE SHEET C-105
R7 STA: 12+14•TBC 2571.85 J TBPC2STA: 10 I - - - - -
R8 I I I I � STA: 12+40.56, 32.12' L
2+40.57, 29.00' L
EG 2567.29t TBC 2572.,50
R4 PT STA: 13+75.50, 17.50' L
PT STA: 12+14.45, 2 571. L TBC 2572.65 PC STA: 13+82.22, 17.50' L
TBC 2571.90 PT STA: 12+52.07, 17.50' L TBC 2572.57
PT STA: 10+63.09, 22.50' L ( TBC 2572.68 \
® TBC 2568.15 R2 PC STA: 12+01.51, 17.66' L PC STA: 13+65.85, 25.50' L
®- - - - - -- TBC 2571.59. _ __ __PC
-PI STA: 11+39.51, 22.50' L- - - I I TBCS2572.8p65.26, 17.50' L TBC 2572.92 -
- - - - - TBC 2570.03 - --J _ - - RID
STA: 10+53.39, 0.00' 00
FG 2567.96
11 f00
- \ -oo
\ \
\ STA: 1 1 +43.39, 0.00'
4 V 40 FG 2570.06
j SEE OFFSITE ROADWAY _ _ _ - - - - - -'
IMPROVEMENT PLANS
SHEEP C-101 FOR -PT STA: 10+62.68, 22.52' R- -
FRANKLIN ROADWAY !-TBC 2568.72
IMPROVEMENT DETAILS � I I 11 r---- - - -
---
R11 ml PI STA: 11+39.49,
R TBC2570.03
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I I I I I R2
�1
I R7 EG 2567.91 t
PC STA: 10+28.21, 56.95' R
jTBC 2568.55t R8
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R10
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2585
2580
2575
2570
2565
2560
10+00
CURB LINE
REVERSE SLOPE
GUTTER
8'
10+75 CENTERLINE
RT (0%) `CROWN
1-
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5
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R5
-2+00 S00'35'24"W// 36
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PC STA: 12+01.52, 17.84' R
TBC I25 i 1.63
PT STA: 12+14.44, 29.80' R-
ITB i 2571.90
1 STA: 12+14.44, 36.89' R-
C-500 TBC I 2571.84
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�2 PT STA: 12+74.92, 25.50' L n
�p TBC 2573.04 R5 -ROAD C ROAD AST)
- 13+00 14+00 FG
PT STA: 12+74.92, 25.50' R 1 R2
TBC 2573.04 ;n a
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R5
PC STA: 12+65.26, 17.50 R R 12 R 13
TBC 2572.82
- - PT STA: 12+51.94, 17.50' R PC STA: 13+65.85, 25.50'72. R PC STA: 13+82.22, 17.
TBC 2572.92 TBC 2572.57
� TBC 2572.68 ,
PC STA: 12+40.44, 29.00' R PT STA: 13+75.50, 17.50 R
T� 2572.50 TBC 2572.65
R4
STA: 12+40.44, 36.04' R
TBC 2572.44
// $E H SET C-10 /
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HP STA: 12+75.00
HP STA: 13+25.31
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
CONCRETE VALLEY GUTTER
17'
OfARALLEL PARKING GRADING DETAIL
SCALE: N.T.S.
U o 2'-0„
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o � SCALE: N.T.S.
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ROADWAY
R1 SAWCUT EXISTING ASPHALT A MIN. OF 2' FROM
EDGE OF GUTTER. REMOVE EXISTING CONCRETE
CURB AND GUTTER. MATCH TO EXISTING.
R2 6" VERTICAL CURB AND GUTTER PER ACHD
SUPPLEMENT TO ISPWC SD-701
R3 6" VERTICAL CURB PER ACHD SUPPLEMENT TO
ISPWC SD-701A
R4 EDGE OF PAVEMENT
R5 PEDESTRIAN RAMP TYPE "A" PER ACHD
SUPPLEMENT TO ISPWC SD-712A WITH �,00
DETECTABLE WARNINGS PER ACHD SUPPLEMENT
TO ISPWC SD-712
Rs REMOVE EXISTING CONCRETE SIDEWALK TO
ACCOMODATE ROADWAY IMPROVEMENTS.
2585
2580
2575
2570
2565
2560
14+25
R7 REMOVE EXISTING CONCRETE SIDEWALK TO
CLOSEST PANEL. NEW CONCRETE SIDEWALK TO
MATCH TO EXISTING.
R8 RETAIN AND PROTECT EXISTING CONCRETE
SIDEWALK
R9 REMOVE EXISTING CATCH BASIN. REPLACE W/
NEW PIPE TO MATCH EXISTING MATERIALS.
R10 RETAIN AND PROTECT EXISTING ROADSIDE SWALE
R11 REGRADE SWALE W/ 3:1 MAX SLOPE FROM
BACKSIDE EDGE OF CURB.
R12 PARALLEL PARKING STALL SHALL SLOPE AWAY e
FROM CURB LINE.
R13 CONCRETE VALLEY GUTTER e
R14 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO
ISPWC SD-708.
13+56.88 =
14+11.06
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FILE: 10-20-143_C-101
JUB PROJ. # : 10-20-143
DRAWN BY: JGC
DESIGN BY: DSM
CHECKED BY: DSM
ONE INCH
AT FULL SIZE, IF NOT ONE
INCH SCALE ACCORDINGLY
LAST UPDATED: 7/15/2022
SHEET NUMBER:
C-101