HomeMy WebLinkAboutC2.51 Intersection & Typical Section Details Pedestrian Surface Construction Notes: 9: ��= T H E
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R/W R/W GIRR 1. ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL LAND
BE CONSTRUCTED AT 1.75%-2.00%MAXIMUM CROSS SLOPE PER ADA .
STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS GROUP
I MET DURING CONSTRUCTION.
I FG: 2554.06
2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE
ROADWAY SLOPE ROADWAY SLOPE j FG: 2554.23 MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE
30L .5'TBC-EP PEDESTRIAN RAMP (2%MAX.).
HIGH POINT/GRADE BREAK: 2555.30 I 3'GRAVEL
100' 2 i "' SHOULDER TBC: 2553.96 �o Keynotes:
I
0.5% ° TBC: 2555.44 1. CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR
TBC: 2555.55 I PEDESTRIAN ACCESS PER ISPWC SD-712&SD-712C. DETECTABLE
FG: R/W R/W
O° I I WARNING SHALL BE COLORED TRAFFIC YELLOW.
2555.22 I
d R/W I TBC: 2553.79
FG: 2555.25 HIGH POINT/GRADE BREAK: 2555.30 I 80 2. CONSTRUCT 4'CONCRETE VALLEY GUTTER PER CURRENT ACHD
TBC: 2555.76 FG: 2555.16 i I FG: 2553.79 SUPPLEMENT DRAWING NO. SD-708.
5.9% 1
TBC: 2555.71 v I o 3.3% FG: 2553.84
o� FG: 2555.85 1
o I �3.7% FG:2555.63 0 i FG: 2553.75
�J°o p 410 o FG: 2553.79
�? j I I FG: 2553.70
0•8° �� OR oa811I O o
goy° T I r` I 90
FG: 2556.00 "N
2 I BUJ°° FG: 2555.80 i FG: 2553.97 0
I o00o I � o0
y
2.5% I "' 10.3%
2555.66 I 1 TBC: 2553.63� FG: 2553.53
FG:
j 0.5%
TBC: 2556.03 FG: 2555.65 FL: 2553.39 0
EP
TBC: 2556.08 40'
TBC: 2556.07 I TBC: 2553.4
- - - - - - - - - 0.5% TB : 2553.49 0 0
- -- - - - R/
I ■�
I 69.08' 2 �/�
I 0.5% TBC: 2553.30) �/�
I
South Side Intersection Details w 1 ■�
I
Scale: 1"=10'
j 3'GRAVEL
I
SHOULDER y
I
I
I
I
RDA W Y SLOPE
TBC: 2555.00 ■
FG: 2554.58 I
FG: 2554.72 I �
TBC: 2554.97 EP TBC: 2555.14
EP TBC: 2555.11 I 1
2 I 74.61, 2
0.5%
2.7% 1 1 - - - - - - - - - - - - - - - - - - 0.4% ■-
°°
FG: 2554.76 I - - - - -r- - - - - - - - - - - - °° �
8_10 2.8% FG: 2554.96 / R/W a °°° mime
O
0
o r �' � �� o FG: 2553.40 FG: 2553.21 I TBC: 2553.48 0 °°°o° /W TBC: 2553.36 F
p5% '\ I ? 06° I �'�, TBC: 2553.46 �' "' eo
FG: 2554.61 1H I � . 0.5%G: 55 .8 TBC:
1 I 4.5% �*
TBC: 2554.67
2 3 2% FG: 2553.57 FG: 2553.52
I �
FG: 2553.68
TBC: 2554.44
"o C: 2554.55 6'TB I ,�\�
I
0 0
FG: 2554.16 2554.42 � 2 .• I
FG. 0 1
0•
o � O
M
R/W r
cc
R FG: 2554.39 Q CIDI =
- - - - - - - - - - - -I- - - - - - R/ TBC: 2554.89
- - - - - - - - - - - - - - - - - - - - - I FG: 2553.83 0
- - - - - - - 3.0% FG: 2553.69 FG: 2553.74 CZ -
z
0.5% ■O Q
100' 2 FG: 2553.62 0
TBC: 2553.98 IRR W
ROADWAY SLOPE w
FG: 2554.19
EP TBC: 2554.02
EP Revisions
40.7�
1.
North Side Intersection Details End Intersection Details
ZScale: 1"=10' Scale: 1 10'
SOUTH SIDE NORTH SIDE
I I
I I
I I
44,PROPOSED RIGHT-OF-WAY
18'ACHD SIDEWALK AND 18,ACHD SIDEWALK AND
PUBLIC UTILITY EASEMENT 22 22 PUBLIC UTILITY EASEMENT
2' 2' 40'BACK TO BACK 2' 2'
51 10, 8' 9 2 2 12, 12' 12' 9 8' 10'1 1 I 1 S ONAL N EG
MULTI-USE PATHWAY PLANTER THRU TWO WAY LT.TURN THRU PLANTER MULTI-USE PATHWAY I �~ ��\ST
1.75% ±0.25% rL &PROFILE GRADE LINE 1 75% ±0.25% I 10961
_4:1 =I = = -- -- l �i i��� i i `�fi�\\�\i,!\if� -2.00/0 \\� \ i`���I i���11���'��� ---- --- = = =1 I- -4:1 J�j9 PLO
o-
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�/ -111,-1111 11111 III-111= -1 -1111 11111 1111 111 111 111=1 =1 __ - - - I -1 -1 l l 11 1111 ;III -1 -1 =111=111=III-1 -1 -1 -1 ` S'o
IN DEN'-'
III III III III III-III-I 1- 11/24/2025
a 11 III- II=III=III-III=III=III=III-III=III- � I I ��� ��� ��� ��� ��� ��� �� ��� ��� ��� ��� ��� ��� ��I ��I ��I ��� ��� ��I-
- 1= =1 i- ' I-i m- - - - --� m =1 1=1 1=1 1=1 1=1 CONSTRUCT 5"THICK CONCRETE, III- - -III-III 0 III- - -III-III-I I III I -III-I - - -III-I -III-III-III-I 1 CONSTRUCT 5"THICK CONCRETE, Project No.: 124186
WITH 4"THICK BASE, 10-FT WITH 4"THICK BASE, 10-FT
MULTI-USE PATHWAY PER ACHD 3-IN ASPHALT, SP-3, 0.50-IN COMPACTED NATIVE SUBGRADE MULTI-USE PATHWAY PER ACHD Date of Issuance: 11-24-2025
(1/2") MIX, PG 64-28 6-IN VERTICAL CURB&GUTTER Project Milestone: PERMIT SUBMITTAL
SUP SD-709 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-701 SUP SD-709
COMPACTED NATIVE SUBGRADE 20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE 4-IN OF 3/4"MINUS CRUSHED AGGREGATE BASE,TYPE 1
CONSTRUCT FULL-DEPTH ROADWAY BASE SECTION. Intersection & Typical
E N EXTEND 6" MIN. BEYOND BACK OF CURB.
W. Grand Mogul Dr. - 3 Lane Collector - Typical Section Section Details
4
"� Scale: NTS C2m51