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GRADE SIDEWALK TO BE
A MAX. OF 6" HIGHER THAN
P/L THE TOP BACK OF CURB.
CROSS SLOPE SHALL NOT
EXCEED 2% SLOPE. RUNNING
SLOPE SHALL NOT EXCEED 5%.
8.0' f6.0' 1.0'
3 1
6" CURB & GUTTER
PER ACHD SUPPLEMENT
TO ISPWC SD-701
CONCRETE SIDEWALK PER
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2580
2575
2570
MIN. FROM 4" OF 3/4" CRUSHED GRAVEL J
ACHD SUPPLEMENT TO
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EPARATELY SUBMITTE / �Z
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)lS FOR COBALT Df21VE �' 1 / / V I i
�1 ADJUST EXISTING ACHD FIBER UTILITY BOX TO BE
FLUSH WITH CONCRETE SIDEWALK.
L1 INTERCEPT EXISTING (2) 2" CONDUITS AND
INSTALL NEW (2) 2" CONDUITS OUTSIDE OF
ROADWAY. INSTALL IN ACCORDANCE WITH ACHD
REQUIREMENTS.
L2 ACHD FIBER S45 RISER J—BOX.
1+50 2+00 2+50
SITE LAYOUT
L2 (2) 2" ACHD FIBER CONDUITS AND FIBER OPTIC
CABLE IN ACCORDANCE WITH ACHD
REQUIREMENTS.
LZ 12—FIBER OPTIC CABLE TO BE REMOVED FROM
SIGNAL CONTROLLER CABINET AT TEN
MILE/FRANKLIN TRAFFIC SIGNAL AND INSTALLED
IN NEW CONDUIT/J—BOX AND TERMINATED AT
SIGNAL CABINET AT TEN MILE/FRANKLIN.
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VERT 0 5 1
2580 SCALE IN FEET
2575
2570
2565
2+66
sL1 MATCH TO EXISTING CONCRETE SIDEWALK
sL2 REMOVE EXISTING ASPHALT PATHWAY.
SL3 SEE OUTER BANKS INFRASTRUCTURE PLAN SET
SHEET C-108 FOR ROAD E ENTRANCE DESIGN.
sL4 SAWCUT EXISTING ASPHALT A MIN. OF 2' FROM
EDGE OF GUTTER
sL5 REMOVE EXISTING CONCRETE CURBING
SL6 6' CONCRETE SIDEWALK PER ACHD SUPPLEMENT
TO ISPWC SD-709. 2.0% MAX. CROSS SLOPE
sL7 REMOVE EXISTING ACHD FIBER BOX. COORDINATE
WITH ACHD FOR REMOVAL.
sLs REPLACE EXISTING CURB INLET COVER WITH
STANDARD MANHOLE COVER PER ISPWC STD DWG
SD-617. CORE NEW PIPE PENETRATION INTO
STRUCTURE. CONTRACTOR TO FIELD VERIFY
EXISTING INVERTS AT STRUCTURE PRIOR TO
CONSTRUCTION. REPORT INVERTS TO ENGINEER.
sus EXISTING OVERHEAD POWER/UTILITIES TO BE
RELOCATED UNDERGROUND. COORDINATE WITH
IDAHO POWER.
�1 REMOVE EXISTING IRRIGATION STRUCTURES.
COORDINATE WITH IRRIGATION DISTRICT.
L1 RETAIN AND PROTECT EXISTING PEDESTRIAN
RAMPS.
u1 12 LF 12" PVC @ 0.50%
�1 TYPE I CATCH BASIN PER ISPWC SD-601
�1 REPLACE EXISTING CONCRETE DRIVEWAY DROP
WITH 6" CURB AND GUTTER PER ACHD
SUPPLEMENT TO ISPWC SD-701 AND CONCRETE
SIDEWALK PER ACHD SUPPLEMENT TO ISPWC
SD-709.
L1 SEE COBALT DRIVE PLAN SET FOR ENTRANCE
DESIGN.
�1 SEE OUTER BANKS INFRASTRUCTURE PLAN SET
SHEET C-107 FOR ROAD D ENTRANCE DESIGN.
�1 RETAIN AND PROTECT EXISTING FIBER OPTIC LINE
AND BOXES.
fJUB
J-U-B ENGINEERS, INC.
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FILE : 10-20-143_C-101
JUB PROJ. # : 10-20-143
DRAWN BY: JGC
DESIGN BY: DSM
CHECKED BY: DSM
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F-
AT FULL SIZE, IF NOT ONE
INCH, SCALE ACCORDINGLY
LAST UPDATED: 7/15/2022
SHEET NUMBER:
C-103