HomeMy WebLinkAboutC-101 PRIVATE ROAD A GRADING PLAN AND PROFILE SEE SHEET C-105
PC STA: 10+28.66, 56.98' L R8 I
I � � I I � STA: 12+40.56, 32.12' L � i� � (rJ-U-B
TBC 2567.53 I R7 32.12' L J TBC 2572.50 /
I STA: 12+14.45,
TBC 2571 .84 PC STA: 12+40.57, 29.00 L /
EG 2567.29f I PT STA: 12+14.45, 29.63' L TBC 2572.50 PC STA: 13+82.22, 17.50' L/ J-U-6 ENGINEERS, INC.
I R4 PT STA: 13+75 TBC 1257�.65 TBC 2572.57
I TBC 2571 .85 I PT STA: 12+52.07, 17.50 L
r LOW POINT ` U
R6 I PT STA: 10+63.09, 22.50' L / - I TBC 2572.68 STA: 13+86.73 18.49' L z J N
� - - - - ®�I � TBC 2568.15 R2 PC STA: 12+01 .51 , 17.66 L - � � - - - - - - 25.50' L '
I ® TBC 2571.59 I I PC STA: 13+65.85, TBC 2572.50 o
PC STA: 12+65.26, 17.50 L
- I TBC 2572.92 � � CO co
I PI STA: 1 1 +39.51 , 22.50' L I I TBC 2572.80 / p �„� r)
i R9 TBC 2570.03 ° R 12 R 13 U U) 0 00 '� E
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STA: 10+53.39, 0.00 m .p
\\ R 14 a IFG 2567.96 / e-�` ROAD A sue' o PT STA:
2573.04 74.92, 25.50 L N I I - O '�
2 I SCALE IN FEET LLJ o
LL 10+00 / R5 �' R5 ROAD C STA: 13+56.88 m
EG 2567.50f a 11 0 / �1�2+00 S00°35'24"W 363. 6' �'� 13+00 ROAD A" STA: 14+1 1 .06 1 �
\ 00 R5 \ 14+00 FG 2572.69 N
r R2
/ R 1 \ STA: 1 1 +43.39, 0.00 �O ,p i� PT STA: 12+74.92, 25.50 R00 , RECORD
\ FG 2570.06 \ �ti' ��, TBC 2573.04 N
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/ - SEE OFFSITE ROADWAY _ _ - _ - - - - - _ - ° e LJ1PC STA: 12+01 .52, 17.84' RIMPROVEMENT PLANS I °°° - -
° °° � - PT STA: 10+62.68, 22.52 R_ - - - - TBC 2571 .63 \ PC STA: 12+65.26, 17.50 R R 12 R 13 - 6
SHEET C-101 FOR
\ ., i � - - -TBC 2568.72 . � � e I
FRANKLIN ROADWAY I I I _ TBC 2572.82 °
f - - - - - - - - - - - - - - PT STA: 12+14.44, 29.80' R -
IMPROVEMENT_ DETAILS / I PI STA: 1 1 +39.49, 22.61 ' R - - - PC STA: 13+65.85, 25.50 R LOW POINT qp OP
R 11 I TBC 2571 .90 PT STA: 12+51 .94, 17.50 R TBC 2572.92 '� / 99 F OF OQ
I I I TBC 2570.03 1 I I TBC 2572.68 STA: 13+86.73, 18.49 R_ / 9qL S Mo
STA: 12+14.44, 37.04' R \ TBC 2572.50 /
PC STA: 12+40.44, 29.00' R PT STA: 13+75.50, 17.50' R I / i 09 27/2023
I I I I R2 C-500 , TBC 2571 .84 � � � PC STA: 13+82.22, 17.50' R
\/ TBC 2572.50 TBC 2572.65 DRAWING
I I R7 EG 2567.91 f R4 TBC 2572.57
I STA: 12+40.44, 36.04' R "PC STA: 10+28.21 , 56.95' R I I N w
TBC 2572.44 Z � Z oTBC 2568.55f w � N R8 7- w v HEETC_ 7iU) 0)
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HP STA: 12+75.00 HP STA: 13+25.31 o m w _ o
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2585 HP ELEV: 2572.722 HP ELEV: 2572.957 2585 o J Z o �,
10+26 PVI STA: 12+50.00 0 ow � o � w
PVI STA: 13+30.00 Z w � o } > z
RT LT OF PVI ELEV: 2572.60 PVI ELEV: 2573.00 ? o o F Q
10+63 / K: 15.48
LT (-2%) LT (-2%) 1 1 +00 K: 26.71 W o CO
= 7
CROWN LVC: 50.00 LVC: 25.00 0 CO
2580 Li
RT/LT (-2%) 2580 Q Is o Z
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SUPERELVATION DIAGRAM 00 0r- 'no Lq00 oN � � W > � � o 0
(STA 10+26 TO 11 +00) WiN W) N � N NN N � � m E rD � GEw - Z
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to
m ROADWAY NN NN � w � t�i � �i > Ld '❑� m � JAW w
F{ w w
2575 � 0 0 � cii � cii � N > cii � � w o_ w 2575 �,,� "' �. =D o
ro (0 FINISHED GRADE m 0 m m w jV ;J •% f z
o N + N @ ROADWAY m Lv 0.50% -1.1 1% 1 .98%
o ON o > ❑� ` T� ,°
LLI
LLI
co 2570 o_ wLLJ
_ - - - - - - - - - - 2570
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0.00% PVI:10+30.43 _ _ - - - - - - J
2565 - Lit--2MT� - 2565 W
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10+00 10+50 1 1 +00 1 1 +50 12+00 12+50 13+00 13+50 14+00 14+25 LU Q
w Q Z
(D
R7 REMOVE EXISTING CONCRETE SIDEWALK TO LL z Z
Z ROADWAY CLOSEST PANEL. NEW CONCRETE SIDEWALK TO z W
MATCH TO EXISTING.
CONCRETE VALLEY GUTTER R1 SAWCUT EXISTING ASPHALT A MIN. OF 2' FROM RECORD DRAWINGS: Cn
Y CURB LINE EDGE OF GUTTER. REMOVE EXISTING CONCRETE R8 RETAIN AND PROTECT EXISTING CONCRETE
These record documents have been prepared based on 7
m 8' 17' CURB AND G UTTER. MATCH TO EXISTING. S I D EWALK information gathered during field observations as well as z Q
w information rovided b others.The accuracyor Q W
2.0%f 2•0% R2 6" VERTICAL CURB AND GUTTER PER ACHD R9 REMOVE EXISTING CATCH BASIN. REPLACE W/ completeness of information provided by others has not been Go Q
o i
co SUPPLEMENT TO ISPWC SD-701 NEW PIPE TO MATCH EXISTING MATERIALS. verified byJ-U-B. O
T » If these record drawings are a public record,J-U-B grants Ir
N REVERSE SLOPE 2 R3 6 VERTICAL CURB PER ACHD SUPPLEMENT TO R10 RETAIN AND PROTECT EXISTING ROADSIDE SWALE the public entity with jurisdiction the right to copy and w W
GUTTER ISPWC SD-701 A disseminate the hard copy or digital image to those who
R 1 1 R EG RAD E SWALE W/ 3: 1 MAX SLOPE FROM legitimately request the information in writing.Any release, Q
w use,or reuse by the public entity,any individual,or
R4 EDGE OF PAVEMENT BACKSIDE EDGE OF CURB.
organization,shall be at the public entity's, individuals,
R5 PEDESTRIAN RAMP TYPE "A" PER ACHD R 12 PARALLEL PARKING STALL S HALL SLOPE AWAY 1 and/or organization's sole risk and without liability or legal pC
uJ PARALLEL PARKING GRADING DETAIL SUPPLEMENT TO ISPWC SD-712A WITH FROM CURB LINE. e exposuretoJUB.
w
�1 c-400 Any seals of the registrants included hereon represent that
Z I SCALE: N.T.S. DETECTABLE WARNINGS PER ACHD SUPPLEMENT R13 CONCRETE VALLEY GUTTER e the drafting of the record drawing information was completed
> TO ISPWC SD-712 by staff under the registrants'responsible charge.
w R14 4' VALLEY GUTTER PER ACHD SUPPLEMENT TO
o R6 REMOVE EXISTING CONCRETE SIDEWALK TO ISPWC SD-708.
ACCOMODATE ROADWAY IMPROVEMENTS.
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" FILE : 10-20-143_C-101
JUB PROD.#
Z DRAWN BY: JGC
m U DESIGN BY: DSM
o p CHECKED BY: DSM
CL m 00 d ° ONE INCH
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a ? ° ° a ° ° e AT FULL SIZE, IF NOT ONE
,It ° ° INCH SCALE ACCORDINGLY
O N
ui o LAST UPDATED:9/14/2023
(h N
N ' SHEET NUMBER:
N VALLEY GUTTER DETAIL
o 2 SCALE: N.T.S. C- 1 01
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