HomeMy WebLinkAboutRD.3.1_ROADWAY - PEDESTRIAN RAMPS W. ORCHARD PARK DR.IRV -0.4% -0.5%-0.4%
CON-MA: 2575.56 CON-MA: 2575.58
CON: 2575.60 CON: 2575.62
-0.5%
-0.5%-0.5%-0.4%-0.5%CON: 2575.57 CON: 2575.59
CON-MA: 2575.53 CON-MA: 2575.55
LIP-MATCH: 2575.58 LIP-MATCH: 2575.63
LIP-MATCH: 2575.61 LIP-MATCH: 2575.66
TBC-MA: 2576.06 TBC-MA: 2576.11
TBC-MA: 2576.03 TBC-MA: 2576.08
V V
V
JB
CON: 2578.37
-2.6%-3.0%-0 .6%
-0.2%-0 .5 %-3.0% -0.5%-3.0% CON-MA: 2578.61
CON-MA: 2578.63
CON: 2578.39
CON: 2578.13
CON: 2578.12
CON-MA: 2578.34
CON-MA: 2578.36
TBC-MA: 2578.88
TBC-MA: 2578.83
LIP-MATCH: 2578.43
LIP-MATCH: 2578.38
LIP-MATCH: 2578.20
LIP-MATCH: 2578.18
TBC-MA: 2578.63
TBC-MA: 2578.65
V
V V
V
VV
VV
IRV
IR V
IRV
IRV
IRV
JB
JB
JB
JB
JB
JB
CENTER OF RAMP
N: 727265.46
E: 2450624.57
CENTER OF RAMP
N: 727317.28
E: 2450625.15
CENTER OF RAMP
N: 727308.51
E: 2451235.44
CENTER OF RAMP
N: 727355.87
E: 2451214.34
6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.208.846.8956c.208.867.3954ross@ericksoncivil.com erickson civil DATE NO. REVISION PREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC.- RKESHEET NUMBER:SHEET TITLE: DATE:
IDB2355OWNER:PROJECT TITLE:SAGARRA SUBDIVISION PHASE 1MERIDIAN, ID SAGARRA PHASE 1, LLCPROFESSIONALE
OHADIFOETATS
E R IC KSON
KSSOR1 0 8 1 3
NGIN
E
ERREG I STERED
6-9-23Plans Are Accepted For PublicStreet Construction- -7-5-23
LD-RSUB-2023-0013 & FP-2023-0008 & A-2023-0102RD.3.1ROADWAY - PEDESTRIAN RAMPS W. ORCHARD PARK DR. FEET
0 10 20
FEET
0 10 20
W. ORCHARD PARK DR.
W. OR
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0 30 60
W. ORCHARD PARK DR.
SEE PEDESTRIAN RAMPS AT W. ORCHARD PARK DR.
(WEST CROSSING) DETAIL ON THIS SHEET
SEE PEDESTRIAN RAMPS AT W. ORCHARD PARK DR.
(EAST CROSSING) DETAIL ON THIS SHEET 2.00'3.00'
3.00'
8.00'3.00'
3.00'2.00'8.06'3.00' 3.00'2.00' 3.00' 3.00'2.00' 8.09'40.00' ROW13.00' EXISTING ACHD SIDEWALK EASE. 13.00' EXISTING ACHDSIDEWALK EASE.40.00' ROW13.00' EXISTING ACHDSIDEWALK EASE.13.00' EXISTING ACHDSIDEWALK EASE.1
1. 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD
DRAWING SD-701.
2. CONCRETE PEDESTRIAN RAMP PER ACHD SUPPLEMENTAL DRAWING
SD-712H, TYPE H2. PROVIDE TRUNCATED DOMES PER ISPWC SD-712.
THE PEDESTRIAN RAMP CROSS SLOPE SHALL NOT EXCEED 1.5%. 4' X 4'
LANDING REQUIRED AT TOP OF RAMP. THE PEDESTRIAN RAMP
LONGITUDINAL SLOPE SHALL NOT EXCEED 12:1. NO TOLERANCE IS
ALLOWED ABOVE THE INDICATED SLOPE REQUIREMENTS. SEE DETAIL
ACHD SD-712H 5/RD.4. SEE SHEET RD.3 FOR PEDESTRIAN RAMP
GRADING.
3. SAWCUT AND MATCH EXISTING CURB.
4. SAWCUT AND MATCH EXISTING PAVEMENT - 2 FOOT MINIMUM SAWCUT
REQUIRED FROM LIP OF GUTTER. PAVEMENT PATCH SHALL SLOPE
DOWNWARD FROM SAWCUT TO LIP OF GUTTER WITH A PAVEMENT
CROSS SLOPE BETWEEN 1% AND 4%. PRIOR TO START OF
CONSTRUCTION CONTRACTOR SHALL CONFIRM THAT THE REQUIRE
PAVEMENT CROSS SLOPES CAN BE ACHIEVED WITH THE PROVIDED LIP
OF GUTTER ELEVATIONS. NOTIFY ENGINEER IMMEDIATELY IF PLAN
DISCREPANCIES ARE NOTED.
5. ASPHALT PAVEMENT - (ISPWC SD-301, AND ACHD SUPPLEMENTAL STD.
DWG SD-303). ASPHALT PAVEMENT PATCH NOT REQUIRED IN NEAT,
UNDAMAGED EDGE IS MAINTAINED TO FORM NEW GUTTER AGAINST.
THE ASPHALT PATCH REQUIREMENT SHALL BE AT THE SOLE
DISCRETION OF THE ACHD INSPECTOR.
1. FOR WORK WITHIN THE PUBLIC RIGHT OF WAY CONTACT ACHD
INSPECTION SERVICES AT 208.387.6284 A MINIMUM OF 24 HOURS PRIOR
TO REQUESTING INSPECTION.
2. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN
ASPHALT PAVEMENT AREAS.
1
4.00'
4.00'
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33
4
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54 5
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4.00'
4.00'EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK
EXI ST ING 5' SIDE
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DEWA
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EXI STI NG 5'
SI
DEWA
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EXI STI NG 5' SI DEW
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08/04/23
FP-2023-0008