HomeMy WebLinkAboutC2.14_Details Intersection Details Sheet Notes: _
A. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. j WE THE
';10 0
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"H"PEDESTRIAN RAMP PER ACHD SUPP SD-712H 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-710C
3. CONSTRUCT 4-FT VALLEY GUTTER PER ACHD SUPP SD-708
o Curb Legend:
/ �' STANDARD 6"VERTICAL CURB AND
STA: 29+57.85, OFF:43.29'R
TBC: 2663.40 GUTTER PER ACHD SUPP SD-701 W
o FAG: 2663.46 c STA: 29+28.68, OFF:41.29'R _______________________ STANDARD 3"ROLLED CURB AND W
6.600 TBC: 2663.27 GUTTER PER ACHD SUPP SD-702 a
OSTA: 29+61.81
1
OFF: 38.07'R 1:6 o FL: 2663.18
FL: 2662.96 i FG: 2663.17
4.06% Ili
FG: 2663.52 7.69% FL: 2663.22 " ° STA: 29+24.88 O
d o OFF: 35.39'R
STA: 29+60.10, OFF: 32.31'R o�`Q'
TBC: 2663.49 o
1 STA: 29+84.23 FL: 2662.87 T 5.53%
O
R/W OFF: 19.67'R ��., FG: 2663.08�
5' STA: 29+26.67, OFF:30.29'R
FG: 2664.03 FG: 2663.98 f I A�N ) TBC: 2663.04
STA: 29+89.90, OFF: 16.50'R FG:2663.35 ti5
Ca
TBC: 2664.09 8-1 °1.00% o �� `�
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-- -- --- ----- __1.74% STA: 29+04.33 O
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�L: 2663.77 STA: 29+78.53, OFF: 16.71'R -- -- - FG: 2662.61 51 OFF: 19.66'R
TBC: 2663.87 FL: 2663.29 FG: 266253 R/[N
Q
FL: 2663.68 3 o r 50% .1\0 STA: 28+98.96, OFF: 16.50'R -
40.47' °-'�� °°�°°o°' rn
r< TBC: 2662.44
W Rio De Plata Dr FL: 2662.59 1.73°� �•
-
1 81% STA: 29+09.73, OFF. 16.72R --�--
-� _ o TBC: 2662.61 J FL: 2662.31 FL: 2662.22 ,\ 0
30+00 - o _ Q
STA: 29+78.67, OFF: 16.50'L - 1 ° cc Q
+
TBC: 2663.89 °a'vCID
cc
20.08' LU
LU
FL: 2663.68 2 29 f CA C
FL: 2663.77 1.82% FL: 2663.23 0p \ Rio
---- FL: 2662.85
--------------------- _____
----- ----- --____ 1.92% STA: 29+10.06, OFF: 16.50'L P/at Revisions
STA: 29+89.90, OFF: 16.50'L o °°° °"° o --_
--'--- TBC: 2662.64 °
°1.50%' L �' 1. AGENCYCOMMENTS 07-28-25
TBC: 2664.09 -- --_
----98 J FL: 2662.31
FL: 2664.05 FL: 2663. o STA: 29+46.69 -----__
�--� STA: 29+84.23 OFF: 16.50'L r 92% FL: 2662.21
R/W > > OFF: 19.67'L C6 O
FG: 2663.66 Cl) J C'5
CO/w FG: 2663.26 � N o
5' o cc `o t y20 0 rn CO
FG: 2662.55 STA: 28+98.05, OFF: 16.50'L Q
CO co 0 5' TBC: 2662.42
co
+ T o 1 STA: 29+04.03 FG: 2662.49
N N FG:2663.74 °o.�' o OFF: 19.68'L \
FG: 2663.33 ;N� RAW
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Project No.: 121172
Date of Issuance: 07-28-2025
W. Rio De Plata Drive & S Rio De Oro Place & Driveway B Project Milestone: PERMIT SUBMITTAL
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1 Scale: 1" = 10' Details
Intersection Details
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