CC - Roadway Plan and DetailsPL 34.0' RIGHT OF WAY PL
1.0' 1 1.0'
LJ.V
1.5%t 2% .. N HI0K0
0.25%
6" MINUS PIT RUN /� A
RIBBON CURB
ASPHALTIC PAVEMENT
�/��/ %" CRUSHED AGGREGATE BASE
TYPICAL PRIVATE STREET SECTION
-NTS-o
o
/ \
EP
�o � - \ \ 17.94f
6"CRUSHED / // cD 17
AGGREGATE 2" PLANT MIX / / 13 6p p00°�° cd 17.76 7.80 G
/ 17.61 f 4 �; EOC EOC��. 1° - �� 17.82f
BASE TYPE I PAVEMENT / EP MA
17.56 �� ro cJ
ASPHALT PATHWAY SECTION �� // 12 7.EP `3,� EP $
SCALE: NTS
1 °17.38 / 17.24� 2 - .-' 17.69t\
EO RIM 4 - �- MA
17.04 17.80 W� 17.82t
+ / / RIM EOC 17.81 MA
MA �� n
11EOC
3 17.5\� -
/ TBC
11 / 17.03, z� \ oy, g 8 o
6C17.3��
10 ° ° 1 ° 17.41 5 ,,�� FL TBC2
TBC y�- 001°
17.44 17.79 M7A.76f
TBC EOC
+ 17.65 1 .40 1 .86 / 2.02%
TBC 18 OC
EXISTING
�17.02 1 �� 18.05t
/ EOC 7 MA
����P 19 18.38 3
8 TBC
C3
+ / 7/ S 16.68
8 TBC
20 p 3.07%
61 I 1 ING EXIST
5° 19.61 19.33 3
TBC TBC
15 i9.0of
/ 6 / 21 �� 4
• / �°JA
6
v 18.69
? / LC_
S 1 6.67 F
° �� S ° 0t
/ a M
/ 22 7 � 16 q j9.0
2
/ 1 8 �o0, 16.51 23 18.53
5 4 cz FL
} 5 24 19 O ec N
D
s° fpCs TBC 2 BLOCK 1 o N V8.
A95t
/ 1617- ° RI 4
\1 6
1.01%
16.416.09 18.51t
EOC/LTBC LP 19.05
MA
4 I 18.65 19.22 TBC s
° 5 1 TBC TBC 1S -
II
2.00% 1 18.77
0 O
w TBC
0
�1
c, 7 PARKING STALLS
-� "'� �0 18.74
s° O 18'x9'=63.00'
d •"••................... .......• � 7 + TBC
3 16.45
TBC - - -
17.22 - 3
16.88
i
16.69 TBC 17.95 18.12 18.19 18.37 18.94 o
�t 18.79 .18.36t
EOC 16.49 TBC \`l'a I TBC c I TBC I TBC I MA
RIM s - 4 �+ 0 4 ro TBC oo TBC 4 TBC �I
+ 27f
as as as as ns ns' aS os as as as as as
18.22
16.52
I 1 RIM m ��� RIM 16.86t 17.18±7 17.27t17.38t 118.00tA.� 7.96f
8 16.47 MA MA MA ■ MA MA MA 18.13
16,064 RIM16.10t z � RIM
3.61% RIM MAk� 18.1
o N o N ^ z MA
o MA
16.02t °
MA 17.00t 16.53t -
„ MA MA
16.97t >
J
MA MA I- �,..
L-�
I
Know what's below.
Call before you dig
NOTE: SEAL -ENGINEER BENCHMARK:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN FOSS\ONAL •PLANNING
ENCROA HPE NT PERMIT
BEEN IOS ASSUEego IST RF0 B BLAINE AWOMER A. �C VRVEYING SEC SHEET
GRADINNo. 17011 CIVIL ENGINEERING ENGINEERING
•PUBLIC WORKS
DRAWING STATUS: 9�9T oP�
FOR AGENCY REVIEW MARK 11 BY DATE APPR, DATE y0ipF FF �y�w Boise, ID 83706, 4355 M E-.1d St-t, Suite 145 . 1-208-593-7555 SCALE
ENGINEER REVISIONS COUNTY W N H V:
0 20 40 60
® KEYNOTES
1. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL
DRAWING SD-702.
2. INSTALL 5' TRANSITION FROM 6" VERTICAL CURB AND GUTTER TO 3"
ROLLED CURB AND GUTTER.
3. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL
DRAWING SD-701.
4. INSTALL 6" VERTICAL CURB (NO GUTTER) PER ISPWC SD-701A.
5. INSTALL 5' WIDE ATTACHED CONCRETE SIDEWALK PER ACHD
SUPPLEMENTAL DRAWING SD-709.
6. INSTALL 4' VALLEY GUTTER PER ACHD SUPPLEMENTAL DRAWING
SD-708.
7. INSTALL 5' WIDE MEANDERING ASPHALT PATHWAY PER SECTION DETAIL
THIS SHEET.
8. INSTALL 2' RIBBON CURB PER ACHD SUPPLEMENTAL DRAWING
SD-703.
9. INSTALL PEDESTRIAN RAMP WITH NO LANDING PER ACHD
SUPPLEMENTAL DRAWING SD-712G. INSTALL TRUNCATED DOMES PER
ACHD SUPPLEMENTAL DRAWING SD-712. DOMES SHALL BE RIGID
INSERTS WET -SET INTO THE CONCRETE (CONCRETE STAMP AND
ADHESIVE MATS NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC
YELLOW.
SHEET NOTES
A. SEE SHEET C1.1 FOR GENERAL AND ROADWAY NOTES.
B. SEE SHEET C1.3 FOR STREET LIGHT AND SIGNAGE PLAN.
C. SEE THIS SHEET FOR TYPICAL ROADWAY SECTION.
D. SEE SHEET C3.0 FOR LOT GRADING.
E. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.0%. NO TOLERANCES
WILL BE ALLOWED.
F. SEE STORM WATER IMPROVEMENT SHEETS FOR ADDITIONAL
INFORMATION.
G. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS, CONTACT ACHD
INSPECTION FOR VERIFICATION OF COMPLIANCE WITH POLICY AND
EXISTING MARKINGS.
H. CONTRACTOR RESPONSIBLE FOR SIGN INSTALLATION MUST BE BONDED
WITH ACHD AND OBTAIN A NO -CHARGE RIGHT OF WAY PERMIT.
SHEET NO,
CITY OF MERIDIAN, ID
C2.o
WOODCREST TOWNHOMES SUBDIVISION
ROADWAY IMPROVEMENT PLANS FILE NO.
ROADWAY PLAN AND DETAILS
N1420004