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EP CIVIL ACRONYMS FIG n
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EP fl P'83 233.25 STA. - ROADWAY STATION FROM CENTERLINE
_ 22.82i E EP EP E EP CL _ ROADWAY CENTERLINE
� PC POINT OF CURVATURE
__2623 w EP
22.824.87 I 1.75% � ELE. - ELEVATIONEP 0•92%MA L - STATION OFFSET LEFT
5 _ 8 R - STATION OFFSET RIGHT�9- // � ? 1
23. TBC - TOP BACK OF CURB ,
FFcI ` 35 RIM - RIM OF STRUCTURE N125.09 T- 2623� \�N\ V/// 2 LIP - LIP OF GUTTER w
SW MA - MATCH EXISTING O w 2
EP'70 SW - SIDEWALK 23.79 ., EP - EDGE OF PAVEMENT
w FL _ FLOW LINE L ~ 0zF I EP- a W
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1.75% a , 6 POC - POINT ON CURVE
w / 4 INTERSECTION
PCC - POINT COMPOUND CURVE
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o SHEET NOTES
SW
24.96 A. SEE SHEET C1.0 FOR GENERAL CITY OF MERIDIAN AND
23.60 22.EP 22. 25.35 GRADING NOTES.
FG EP FG B. SEE SHEET C2.1-C2.2 FOR ROADWAY IMPROVEMENT
PLANS.MA 10.00' 1, � I w z NN24. W
1.75%
oc / Il (1 \ C. SEE SHEET C1.3 FOR STREET LIGHT PLANS.
D. SEE N. EAGLE ROAD OFFSITE IMPROVEMENT PLANS FOR60q ROADWAY IMPROVEMENTS WITHIN ITD RIGHT-OF-WAY.I w
rr� 84 SW
23.42 22.55 22.5 25.09 KEYNOTES
FG "Oil EP NIIII I
G INSTALL CURB AND GUTTER TYPE 2 PER ITD
Q '23MA 0 � BOCK 1 I1 1 I- I , /\ CD
cy: 6Q
1.75% Q , , INSTALL PEDESTRIAN RAMP TYPE "A" PER ISPWC
1 29% I w ° 1.6g� CD STANDARD DRAWING
SD-712A, WITH
TRUNCATED
DOMES PER ACHDSUPPEMENTAL DRAWINGS
4 _ SHALL RIGID
- - - - -i(r WET7SET INTO THE CONCRE (CONCRETE STAMPo 0 4.71 � AND ADHESIVE MATS NOT ALLOWED) AND SHALL
J1SW BE COLORED 'TRAFFIC YELLOW .
22.80 \ I
23.26 I 280 25.28 CONSTRUCT DETACHED SIDEWALK PER ISPWC
w 2.
FG 4.71 EP FG STANDARD DRAWING SD-709. WIDTH AS LABELED.EP
23.76
G w
MA CONSTRUCT 6" THICK DETACHED SIDEWALK PER
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z O 5725 NORTH DISCOVERY WAY
s d 23 BOISE,IDAHO 83713
PHONE(208)639 6939FG kmengllp.com
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DESIGN BY: KWK
> DRAWN BY: KWKm
gCHECKED BY: MSD
o DATE: MARCH,202313
E
GRADING IMPROVEMENT PLANS PROJECT: 23-021
g I SHEET NO.
s 0 30 60 90
N Plan Scale: 1" = 30' I / C3. 1
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