HomeMy WebLinkAboutC2.10_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
,' �► l D. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS.
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1. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER
r6S ' \ ACHD SUPP SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET
INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
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TBC: 2668.34 1 STA:42+72.65 / CFI,
�� STA:42+83.38 OFF: 32.99'R S g
q1� OFF: 24.12'R �6 ° Tq.
�O FG: 2668.23 0\° �o STA: 256+80.30, OFF: 12.55,E �S>x
\ �, ° TBC: 2667.75 008
r o�\° rip° FG: 2667.85
/ sj. S OFF STANDARD 6"VERTICAL CURB AND
o' ° S FG_2668.17 SS °�° FL: 2667.38 q�S / TKO • r6s GUTTER PER ACHD SUPP SD-701
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STA:42+90.88, OFF: 16.50'R °000 � � 6 / y
\ s OFF STANDARD 3
TBC: 2668.03 r.4y, FL: 2667.46 �o l�. s
_______________________ ROLLED CURB AND
aFL: 2667.91 ° nj S6x8/ 2�6,SpR GUTTER PER ACHD SUPP SD-702
FL: 2667.84 STA: 256+80.06, OFF: 12.50'R 43 SS
TBC: 2667.66 ST OFF
R �3x00 STA:42+76.28, OFF: 19.89'R STA: 256+65.95, OFF: 18.01'L FL: 2667.23 q 2S6x�9S T�c�66>�8%4
TBC: 2667.97 TBC: 2667.68
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FG: 2667.64 6�603i STA:42+29.99 (D OFF:32.74'R
STA:42+90.72, OFF: 16.50,E STA: 256+65.27, OFF: 17.52'R FG: 2667.70 STA: 42+18.38 O
TBC: 2668.05 TBC: 2667.48 1 CD
FL: 2667.94 T R25� OFF: 23.85'R 0
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FG: 2667.87
��,'�\° °0 0 FL: 2667.88 STA:42+25.47, OFF: 19.37'R °\° r FG: 2667.93 o<c-moo W
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p`L ca`b'r 7680 ca TBC: 2668.22 � °° � Q
FG: 2668.38 h ° 0000
FL: 2667.44 0�
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OSTA: 42+83.18 FG: 2668.29 FL: 2667.47
OFF: 24.18,E STA: 256+13.23, OFF: 18.25 L
FG: 2668.01 TBC: 2668.15
CD
STA: 42+72.78 / STA:42+10.98, OFF: 16.50'R
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OFF: 32.66'L 6 TBC: 2667.55 � �` H � Q
oA° p0� FL: 2667.58 0
'�4. 2667.95
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STA: 256+13.88, OFF: 17.73'R Q)0� �`�
9 2 8 TBC: 2667.86
STA:42+25.75, OFF: 19.52,E '4i17, CA CLU
C SS o1-1 FL: 2667.52 TBC: 2667.92
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STA: 255+98.94, OFF:'��12.57,E
FL: 2667.47 � Revisions
TBC: 2667.92 FL: 2667.35 4 x
�66 8r9 �� oo �Qsi FL: 2667.49 00
� `�� 1. AGENCY COMMENTS 07-28-25
o� STA: 42+11.13, OFF: 16.50,E 6 p
�66 xis SO �' Og FG: 2667.95 o TBC: 2667.56 �0
FL: 2667.33 °goo° cn 11 7 0 \° O
OFF °°° FG: 2667.78 �0i `� ���
& STA: 255+99.64, OFF: 12.51'R °°° h��\° o-FG: 26 02
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0� TBC: 2667.78 39i I
1 OFF: 23.92'L ��,�
FC S FG: 2667.72
/ STA:42+29.81
OFF: 32.43'L
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0712e)12025
Project No.: 121172
Date of Issuance: 07-28-2025
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W. Rio De Plat Dr & S. Hitching Post tray Project Milestone: PERMIT SUBMITTAL
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1 Scale: 1" = 10' Details
Intersection Details
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