HomeMy WebLinkAboutC2.13_Details Intersection Details Sheet Notes: _
A. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j WE THE
B. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL LAN D
SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12
SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. - GROUP
C. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE
OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS:
FG-FINISHED GRADE ELEVATION
MX-MATCH EXISTING
TC-TOP OF CONCRETE
TBC-TOP BACK OF CURB
FL-FLOWLINE ELEVATION
FL GB-FLOWLINE GRADE BREAK
D. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
Keynotes:
1. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD
SUPP SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
2. CONSTRUCT DRIVEWAY APPROACH PER ACHD SUPP SD-71 OC
� C
Curb Legend:
g
32+79.35, OFF:43.44'R
- _ TBC: 2668.33 y
- STA: 32+44.43, OFF: 45.30'R STANDARD 6"VERTICAL CURB AND
- - TBC: 2668.08 GUTTER PER ACHD SUPP SD-701 W
_ n-
STA:32+79.44, OFF:41.54'R FT
- - � - - _
TBC: 2668.35 STA: 32+44.65, OFF:41.77'R - - _ - - STANDARD 3"ROLLED CURB AND
cc m TBC: 2667.90 - - - -----------------------
oNd o FG: 2668.44 u I GUTTER PER ACHD SUPP SD-702
FL: 2667.95 11
1, �, ,� 6.03% FG: 2668.35 Q
N M FL: 2667.88
6 "' O STA: 32+87.24 0 °00 5.76%
f- o Cl? m - OFF:32.84'R o o O
R/W ; F- N T "' coo rn g 000
o STA:32+37.16 1 rn
V- 0 0 0 \ CC
N C) o m °° °p ti o OFF: 33.13'R CD L, 00 LO r-
Q. o00 d• 00o O O
c;V- + L~ FG: 2668.50 7.01% 000 \ / C m N `� co
N
co M "' FL: 2668.00 �'� co T
Q Cn �T STA:32+96.97 1 FL: 2667.91 6.94% FG: 2668.41 c° o m o 0
-----__ � ,� c; OFF: 21.43'R STA: 32+41.82, OFF: 26.09'R � � '-
cn "' FG: 2668.62 m m 0
---__ ¢ FG: 2668.54 STA: 32+82.61, OFF: 25.90'R ��TBC: 2668.37 1 � a Q _
ors TBC: 2668.51 STA: 32+27.82 M R/co R/W R/W
---__ _ Lq
1.50% Q
810 5' o I FG: 2668.38 OFF: 21.61'R N Q Q
N ;o STA:32+35.09, OFF: 18.14'R co
FG: 2668.46 a � C
M o°o °°o CO 1.50%
STA:32+89.61, OFF: 17.88'R TBC: 2668.44 o N
w TBC: 2668.65 Lq
� 5 o cr
�o De Plata STA: 33+05.21, OFF: 668. 8 j : 26 FL: 2668.27 --------_ W C
- _ r TBC: 2668.88 FL: 2668.34 FL: 2668.05 0 64 j �
� I � FL: 2668.09 STA:32+19.64, OFF: 12.51'R
C TBC: 2668.59
- 0.95% 0 BP STA: 403+29.87
Cr
LL -1 - Q�� _ PC STA: 32+2
N 6.31 �33+00 CD_ _
_ Q
- -- - -- -- ---- 20' 1.8 N 32+00 w Rio De Plata Dr Q z
FL: 2668.43 STA:32+35.71, OFF: 12.50'L I cc
-----_ FL: 2668.49 FL: 2668.65 -- Q
1.26% 2 TBC: 2668.86 FL: 2668.19 Q O
FL: 2668.59 FL: 2668.28 1STA: 32+19.71, OFF: 12.50'L CA
R o ° ° °°°° 0 1.80% TBC: 2668.57 C
. �
o `* 5 STA: 32+63.08 ° o 0
ul J 1.65°
RlVv -' ,N o J OFF: 12.50'L o
_� `�' 1 m m Cr r 5 v - -- ------------ Revisions
R/W FG: 2668.80 r "' Cl) 1.50% 1. AGENCY COMMENTS 07-28-25
o C)/W FG: 2668.72 0 � � N
�� � rn o ? R/ rn. cf, o FG: 2669.55 FG: 2668.58 o rc
�' o. �s FG:2669.45 � _
N CV o w r . M 6, ter- !1 o STA: 32+27.76 FG: 2668.50 o 0
+ COo + CO °' STA:32+96.87 k - 00 co cc
o ,� R/W OFF: 19.00 L m cc
M m + m co N m OFF: 19.00'L `� `' Q' o '� R/W /W-T R/W
c?Fm- FQU c) NCD o O
C/D F- m .- M N
C/) F- QU + � � NC\J OO
- _ FG: 2669.65 FG: 2669.53� c% M N C:)
� + �
- _
_ c� M N O
M N
m � m- _ - H1W FJ1W FJ1W cn i-
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0 ,�gSZONAL EN
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10961
J�-1T£OF \OP�o
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0712512025
Project No.: 121172
Date of Issuance: 07-28-2025
W. Rio De Plata Drive & S Rio De Oro Place & Driveway A Project Milestone: PERMIT SUBMITTAL
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1 Scale: 1" = 10' Details
Intersection Details
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