HomeMy WebLinkAbout4.4 SHEET ROADWAY AND PROFILE V1APPROVED
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05M9,22
EXISTING JUMP CREEK
SUBDIVISION NO. 1
2550-
2547-
2544-
2541-
2538-
2535-
2532-
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2+50.00 2+76.41 GC
2540.70 TRC 2540.80 TRC
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4+18.00 GC
2541.78 TRC
5+54.66
3+50.41 GC
2542.41 TRC
2541.17 TRC
2541.44 TRC
4+74.00
2541.67 TRC
3+05.99
3+62.00
2540.95 TRC
2541.22 TRC
4+45.03
5+39.66 •ps
2541.55 TRC
2542.08 TRC
1.37%
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4+38.49
2541.53 TRC
5+26.42 002�4+18.00
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2541.20 TRC
5+46.42 HP
2542.13 TRC
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EXISTING GRADE
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2535
2532
ELMSTONE PROFILE
HOR: 1 "-30'
q� VER: 1 "--3' 25
252T+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+0029
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SCALE IN FEET
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KEYNOTES
OMATCH EXIST. CURB, GUTTER, & SIDEWALK
FIELD VERIFY PRIOR TO CONSTRUCTION
02 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708.
O CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED
CURB. SEE DETAIL SHEET 4.7.
NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES
SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR
SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM
THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS
SHALL NOT EXCEED 5.00%.
NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE
WARNING PER ISPWC SD-712.
4 WIDEN SIDEWALK FOR MAILBOX CLUSTERS PER ACHD
1 SD-709A. COORDINATE EXACT EXTENDS W/ DEVELOPER
AND USPS.
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CHECKED BY:
DAVID A. BAILEY P.E.
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Plans Are Accepted For Public
Street Construction
'013-024
SHEET
4*4