HomeMy WebLinkAboutRD.1_ROADWAY - N. ARLISS AVE. & W. MALBAR ST. (STA 1+09 TO 6+40)2558
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0+40 1+00 2+00 3+00 4+00 5+00 6+00 6+40
0+40 1+00 2+00 3+00 4+00 5+00 6+00 6+40
ARLISS STUB STREET
1+03.50
AC-CROWN: 2574.05
LIP OF GUTTER LT: 2573.71
LIP OF GUTTER RT: 2573.84
SEE NORTH SLOUGH
N. ARLISS AVE. CROSSING
SECTION ON THIS SHEET
TOP OF PIPE: 2573.951+03.50CL: 2574.052+74.59CL: 2574.994+95.69CL: 2575.881+10.00CL: 2574.212+03.90CL: 2574.71PVI 1+62.42
PVI EL: 2574.54
K:24.00
LVC:53.49
LP: 1+79.54
LP EL: 2574.63
BVCS: 1+35.68 BVCE: 2575.03 EVCS: 1+89.17EVCE: 2574.65PVI 1+29.13
PVI EL:2575.15
K:1.95
LVC:13.10 BVCS: 1+22.58BVCE: 2574.83EVCS: 1+35.68EVCE: 2575.030.40%
FINISHED GRADE AT ROAD C/L
APPROXIMATE EXISTING GRADE AT ROAD C/L
EX. C/L 0.5%
0.40%
0.40%
2.50%
4.91%
0.40%
BOTTOM OF CONCRETE @ LIP
IRV
VJB
JB
IR V 1+002+003+00 4+00 5+00 6+00
2+03.90
CL: 2574.71
2+74.59
CL: 2574.99 4+95.69
CL: 2575.88
1+10.00
CL: 2574.21
1+03.50, 16.50' R
TRC: 2573.98
2+03.90, 16.50' R
TRC: 2574.63
2+74.59, 16.50' R
TRC: 2574.91 3+27.38, 16.50' R
TRC: 2575.12
3+91.18, 16.50' R
TRC: 2575.38
4+54.98, 16.50' R
TRC: 2575.63 5+18.78, 16.50' R
TRC: 2575.89
5+82.58, 16.50' R
TRC: 2576.14
1+03.50
CL: 2574.051+03.50, 16.50' L
TRC-MA: 2573.95
1+22.58, 16.50' R
TRC: 2574.75
1+22.58, 16.50' L
TRC: 2574.75
1+45.14, 16.50' L
TRC: 2574.80
1+44.04, 16.50' R
TRC: 2574.81
1+63.14, 16.53' R
TRC: 2574.61
LIP: 2574.54 LIP: 2574.54
-0.4%
-0.4%-0.4% -0.4%
-0.4%
-0.4%-0.4%-0.4% -0.4 %-0 .4%
4+58.09, 16.50' R
TRC: 2575.65
4+66.25, 14.17' R
TRC: 2575.67
4+85.53, 14.17' R
TRC: 2575.76
4+93.69, 16.50' R
TRC: 2575.79
4+73.89, 10.00' R
LIP: 2575.50
4+77.89, 10.00' R
LIP: 2575.51
4+77.89, 10.00' L
LIP: 2575.51
4+73.89, 10.00' L
LIP: 2575.50
4+58.09, 16.50' L
TBC: 2575.86
4+66.25, 14.17' L
TBC: 2575.88
4+85.53, 14.17' L
TBC: 2575.97
4+93.69, 16.50' L
TBC: 2576.00
1+50.14, 16.50' L
TBC: 2574.94
2+03.90, 16.50' L
TBC: 2574.84
2+74.59, 16.50' L
TBC: 2575.12
3+82.74, 16.50' L
TBC: 2575.55
4+19.74, 16.50' L
TBC: 2575.70
4+52.48, 16.50' L
TBC: 2575.83
5+13.48, 16.50' L
TBC: 2576.07
5+44.00, 16.50' L
TBC: 2576.20
6+04.98, 16.50' L
TBC: 2576.44
5+74.48, 16.50' L
TBC: 2576.32
6+35.48, 16.50' L
TBC: 2576.56
2+36.49, 16.50' L
TBC: 2574.97
2+57.17, 16.50' L
TBC: 2575.05
2+41.70, 16.50' L
TBC: 2574.54
2+51.96, 16.50' L
TBC: 2574.58
CON: 2575.65
CON: 2575.75
CON: 2575.82
CON: 2575.69
-1.1%-1.4%CON: 2574.66
CON: 2574.62
4+01.25, C/L
LIP-MA: 2573.86
LIP-MA: 2573.71
4+95.69, 14.50' L
LIP: 2575.59
4+95.69, 14.50' R
LIP: 2575.59
1+40.02
1+40.02
1+10.00, 16.50' R
TRC: 2574.13
1+10.00, 14.50' R
LIP: 2573.92
1+10.00, 16.50' L
TRC: 2574.13
1+10.00, 14.50' L
LIP: 2573.92
1+63.13, 16.50' L
TBC: 2574.81
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-0+20 0+00 1+00
-0+20 0+00 1+00
48" DIA. CLASS 3 RCP
N. ARLISS AVE. NORTH SLOUGH CROSSING
APPROXIMATE EXISTING
GRADE @ PIPE C/L
TOP OF PIPE: 2573.97TOP OF PIPE: 2573.92
TOP OF PIPE: 2573.96TOP OF PIPE: 2573.93
0+28.13
LIP: 2574.54
0+57.13
LIP: 2574.54
0+42.63
CL: 2574.83
FEET
0 30 60
6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955f.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, LLC PROFESSIONALE
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.1
ROADWAY - N. ARLISS AVE. & W. MALBAR ST. (STA 1+09 TO 6+40) 1
1. 3" ROLLED CURB AND GUTTER (TRC) PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702 - (SEE 1/RD.4).
2. 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STANDARD
DRAWING SD-701 - (SEE 2/RD.4).
3. 5-FOOT TRANSITION FROM 3" ROLLED CURB TO 6" VERTICAL CURB AND
GUTTER.
4. CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STANDARD DRAWING
SD-709 - (SEE 4/RD.4).
5. CONCRETE DRIVEWAY WITH SIDEWALK AROUND APPROACH PER ACHD
STANDARD SUPPLEMENTAL DRAWING SD-710A - (SEE 6/RD.4).
6. CONCRETE DRIVEWAY WITH RAMPED SIDEWALK PER ACHD STANDARD
SUPPLEMENTAL DRAWING SD-710B - (SEE 7/RD.4).
7. ASPHALT PAVEMENT SECTION (SEE RD.0).
8. SEE STORM DRAIN ON "SD" SHEETS.
9. 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 AS DEPICTED. 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.
10. CONCRETE PEDESTRIAN RAMP PER ISPWC SD-712C. 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 AS DEPICTED. THE PEDESTRIAN RAMP LONGITUDINAL SLOPE
SHALL NOT EXCEED 12:1. NO TOLERANCE IS ALLOWED ABOVE THE
INDICATED SLOPE REQUIREMENTS. SEE DETAIL 8/RD.4. SEE SHEET RD.3
FOR PEDESTRIAN RAMP GRADING.
11. THE PAVEMENT SLOPE WITHIN THE PEDESTRIAN CROSSING SHALL NOT
EXCEED 1.9% IN ANY DIRECTION. THIS REQUIREMENT DOES NOT HAVE
A TOLERANCE ABOVE 2.0%. PAVEMENT THAT DOES NOT COMPLY
SHALL BE REMOVED AND REPLACED.
12. 6" THICKNESS CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709. SEE SHEET GD.1 FOR REQUIREMENTS.
13. SEE LAYOUT ON DETAIL 1/RD.1.
14. GRADE BREAK.
15. ACHD SIDEWALK EASEMENT.
16. SAWCUT AND MATCH EXISTING CURB.
17. 6" THICKNESS CONCRETE SIDEWALK COINCIDING WITH RAMP WIDTH
PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-709.
18. SAWCUT AND MATCH EXISTING ASPHALT.
19. STRUCTURAL CONCRETE CROSSING - SEE STRUCTURAL SHEETS S0.00 &
S1.00 FOR REQUIREMENTS.
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. ABANDONED BUILDINGS, TEST PITS, OR WATERWAYS LOCATED WITHIN
CURRENT OR FUTURE RIGHT-OF-WAY SHALL BE RE-EXCAVATED TO
NATIVE SOIL AND BACKFILLED WITH STRUCTURAL FILL PER ISPWC
SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY NATIVE MATERIAL
MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC
SPECIFICATIONS AND PROVIDE A COPY OF THE COMPACTION TEST
REPORTS.
3. PROVIDE TYPE-P SURFACE RESTORATION FOR UTILITY WORK WITHIN
ASPHALT PAVEMENT AREAS.
4. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS
REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING
DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH
THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF SURFACE
WATER ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT THE
DURATION OF CONSTRUCTION.1 ACHD STORM MOD. 8-2-21SEE SHEET RD.223.00'FACETO FACESG #3
SDMH-3A
DI-3A
2
1
2
1
W. MALBAR ST.N. ARLISS AVE.W. DIRECTOR LN. (PRIVATE)33.00'33.00'R15.00'R15.00'R15.00'R15.00'R15.00'R15.00'R15.50'R15.50'5.00' 5.00'5.00'5.00' W. MALBAR ST.
HORIZ. SCALE: 1" = 30'
VERT. SCALE: 1" = 3'
33.00'
26.00'
4.50' BOW TO P/L
12.00'12.00'25.00'33.00'47.00' ROW33.00'47.00' ROW49.50' ROW
5.00'4.00'5.50'4.00' 4.00'6.50' 2.0' ACHD SIDEWALK EASEMENT
1
1
1
1
1
2
2
22
2
3
NORTH SLOUGH (TILED)R28.50'
R6
1
.
5
0
'
R
4
5
.
0
0
'
4444
4 4 4 4
5
614.00'7
7
7
7
7
8
8
9
10
10
9
11
11
12
13
14
15
1616
17 17
SEEPAGE BED #3
SG #2
DI-2B
DI-2A
SEEPAGE BED #2
HORIZ. SCALE: 1" = 30'
VERT. SCALE: 1" = 3'0.61'0.58'0.80'18
99
19
1
19
DI-3B
SDMH-3B
11
15
08/04/23
FP-2023-0008