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// 1. 6"VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD
DRAWING SD-701. d' 7 5-23
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'� - - - / 2. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING SS �S
_ _ _ _ _ // CON-MA:2578.63 aw SD-712H TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712. K ER\C'
EXISTING 5'SIDEWALK CON.MA:2575.53 CON-MA:2575.55 < Q /' -<-- THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. 4'X 4'
4.00' EXISTING 5'SIDEWALK ew
2 Z Y / pA� --/ LANDING REQUIRED AT TOP OF RAMP. THE PEDESTRIAN RAMP • . .
- - - - - - - - - - - _- _ _ _ _ _ _ N a // CON-MA:2578.661 ---CO:2578.3 j / /ew LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS ' • . • •
CON:2575.57 -05% CON:2575.59 w w DETAIL 2
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TBC-MA:2576.03 o Qf TBC-MA:2576.08 M //�' -_- - -- o o TBC-MA:2578.88 a ACHD SD-712H 5/RD.4. SEE SHEET RD.3 FOR PEDESTRIAN RAMP ' ' .. .. ..
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/ - CON:2578.37 LIP-MATCH: / GRADING. : 0 0 cc)0 •
- - / -LIP-MATCH:2575.58 LIP-MATCH:2575.63 <---- E�P� �� ° aw/ • • • • co
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o,°ol°°° 3. SAWCUT AND MATCH EXISTING CURB.3.00'i �3.00- --- - --- ----- �, - LIP 2578.83 / / / 4. SAWCUT AND MATCH EXISTING PAVEMENT -2 FOOT MINIMUM SAWCUTkco
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N�o LIP-MATCH: 300 i 3 ;� /aw REQUIRED FROM LIP OF GUTTER. PAVEMENT PATCH SHALL SLOPE •
;0 / 1 aw DOWNWARD FROM SAWCUT TO LIP OF GUTTER WITH A PAVEMENT • Q 3 3
V CROSS SLOPE BETWEEN 1%AND 4%. PRIOR TO START OF
W- 1 8w n., 8w 8w 8w 8w 8w 8W 'L g To
N 5 S w V / CONSTRUCTION CONTRACTOR SHALL CONFIRM THAT THE REQUIRE O
4 �a PAVEMENT CROSS SLOPES CAN BE ACHIEVED WITH THE PROVIDED LIP ■awe / OF GUTTER ELEVATIONS. NOTIFY ENGINEER IMMEDIATELY IF PLAN a 1
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W. ORCHARD PARK DR. RIG
Poe 1� 5. ASPHALT PAVEMENT -(ISPWC SD-301, AND ACHD SUPPLEMENTAL STD. �/ }& N
�Gx DWG SD-303). ASPHALT PAVEMENT PATCH NOT REQUIRED IN NEAT, i az O
0_ aw �,0/ / UNDAMAGED EDGE IS MAINTAINED TO FORM NEW GUTTER AGAINST. N
o THE ASPHALT PATCH REQUIREMENT SHALL BE AT THE SOLE Q o0 1
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_� 300 ooAti! / 1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD lOi �� O
3.00' 3.00' - - - ---- - - -- ---- / LIP-MATCH:2578.18 °� o CON:2578.12 / INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR 1N
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LIP-MATCH:2575.61- S o LIP-MATCH:2575.66 TBC-MA:2578.63 cp�°= 42 -1 \d TO REQUESTING INSPECTION. . �W
TBC-MA:2576.06 a _ -- --- -- o / oyl° /�' 2. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN 10
o,o o` TBC-MA:2576.11 = ui -- -_ __ -__- / ! / ASPHALT PAVEMENT AREAS. zu N
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CON:2575.60 CON:2575.62 a / CON:2578.13 \Ap6 // \a/ �/♦ ��
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CON-MA:2575.56 CON-MA:2575.58
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JOB NUMBER:
IDB2355 m
DATE: 6-9-23
OSHEET NUMBER:
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