HomeMy WebLinkAboutC3.07_Roadway Plan & Profiles S Country View Way 0 - ��� 7 L23 Sheet Notes:
ca � %C = THE
1 I B7 L24 1 ( \ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE
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_ ` r J )/ i \ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
I B7 L25 J 1 ) MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
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�3 I I �� l) <_ / / NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. •
B6L3 �i'�i + i i SEE SHEET C2.11 FOR I i� i � �` Lo
GROUP
Se beet C3.01 ��- ) 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
INTERSECTION DETAILS -- \ ,' Cp J \ / �� C,. APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
- )< I �'' v- v u- CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
- -- - - i � "' / _ - - CT
i �� \ \ v mom- m� DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
_ 1 �� �„_ /�� � Ns, LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
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1 I o T - _ - k CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
�� m LQ `� _ _ - _ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
o - ono �co �� - n - o' o-
"' Lo. �� �� �' C°o - - - - �� \� �_�- ��- _ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
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`yJ LL "`�' - - -� C0 - - _ �`�"' CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
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2 c�� �, .. 33 BC-BC _ - - - - - - _ �, r
m o I - m ---_ / ( - - - - - - `"' - - , w DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
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'- ,_ �p 6 - - - - -� - - - M _cfl- - - - - F- `�,
- - - - -
m - - - - - - - - - - - _ PRIOR TO DIGGING.
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CB 14 - - -�� o L,_ 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
INLET PER ISPWC SD-601 0 - - -o- - 411 - - + �o - C/) __-- - M
-
Cr 3 Co PCC STA: 307+47.47 \
�-`\' + RCS Q.`L5 _ _ w -- / / V 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
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STA: 304+07.75, 15.79 L a
r` RIM: 2665.35_ j,' �) $'tSS o•+ EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
--
0 + SUMP: 2661.63 0� c� �` ------ S SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
o IE OUT: 2662.63, 12-IN PVC SE -1 _ - _-
M Q100=1.70 CFS ------ - ---- -- -------- _ 8"SS ------ J =
--- 3 d Cl) l 1 o g $ ___ v - =, - `� / o y 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
v 025=1.22 CFS o - _ ¢ - J i $"SS o, 3 m 1 8�0 � CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
06+00 61 + � 26
1 5 I a-- - WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
303+00� 4 SS -� 6 8"SS - 3 - _ m 6 8 W
/° 8 SS - -
�� - - 5 304+00 � 305+00 m Cl) 8 _ ---- H N.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
oc - -
�� - C M DIRECTION.
CB 13 -F oc_ M m I � "-� �� 8 W - LOPES.
INLET PER ISPWC SD-601 % o `' m- - �� -`• ti6�� �; 6 C\J8„W __ No
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_ STA:304+08.64, 15.52'R X 11W 660,,��� 8"W I _� ( 9'
- �� - ---
RIM: 2665.36± � 6 8 -`� 6-LF OF 12-IN PVC AT 0.40% 1 ___---- - _ _
SUMP: 2661.50 - _ - ----------- -------- � = _ _ - - - -1 Roadway & Drainage Notes: �0
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IE IN: 2662.50, 12-IN PVC (NW) °°° ----- ---- :Do � _ _ -
IE OUT: 2662.50, 12-IN PVC (E) `� - I - 3 4 1 , 1 _o - - _ - _ - r - - - - T -r 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
0100=0.99 CFS \ so - �s � � - - - - - �o - - -
/� \ 025=0.71 CFS �d� o R oQ `r ��5 °O ��s "� - - - - - - - - - - _ _ - _�- - - -LO 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
k N 25'BC T - - - O _ - Tco
SD-1132A. BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM WITH
moo. m o', � +
I BC / - LL o _ - - -�? - - o ' 6-INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. NO PAINT.
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00/- - - - - - - - T°r° - - - COCO m� 3. TYPE - AWITH
o o - - - - - - - _ Rr5 15 m m �o CONSTRUCT TY PEDESTRIAN RAMP PER ACHD SUPP SD 712
/ �000x CIO -A - / - �� �'�+ � TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE
2 I `Voo 1 1 OJ > ( <� �/ �o N m ' FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE UJ
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J� �� ���Q R 15' 6 R15 �� C�a m I y r
CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
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�) � ) I I 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL44 mime
/ J SDMH04 I I I i + / S I I I B1 L44 HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
/ 48-IN DIA. - / I I ' RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
STA:304+10.58, 21.381R S Shebt 3.01 - ) "THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
- I B1 L45 CD
/ RIM: 2665.88± /
SUMP: 2660.48 m I B1 L46 I 5. INSTALL TYPE I CATCH BASIN PER ACHD SUPP SD-601.
IE IN: 2662.48, 12-IN PVC (W) �� 1 o i :
IE OUT: 2662.48, 12-IN PVC (NE) B9 L2 l - B1 L47 I I 6. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN
II i I i I� Al / I VERTICAL CURB AND GUTTER. O
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n t r If lew Way 3 Q. 0 20' 40' �S Cou y a)
0
Horizontal Scale: 1" = 20' C
2676 2676 Curb Legend:
s S. Country View Way: Sta. 302+ '0 - 307+2 W Q
HORIZONTAL SCALE: 1 20' STANDARD 6"VERTICAL CURB AND also
VERTICAL SCALE: 1�� - � GUTTER PER ACHD SUPP SD-701 Q
STANDARD 3"ROLL CURB AND
2674 � �\ /I 2674 GUTTER PER ACHD SUPP SD-702 Cn
/ I / EXISTING GROUND AT CENTERLINE -
2672 I / 2672 z
I 1 �\ 1 0 _� Q
LU CZ
\ PVI STA: 305+02.58 /
2670 PVI STA: 304+03.18 ro
PVI ELEV: 2665.83 / 2670
PVI ELEV: 2665.50 1 + I /\ / Revisions
/ K: 20.00 / o m K: 25.00 / 1
I \/ LVC: 59.82 \ / m o LVC: 21.27 �/\ �\ro
N O O OR /
2668 _ CD w /
co+ N coo + co O co 1 / v \\ ^ '\ ^ / 2668
L�jO OM LL,j Cl) U Cl) U ✓
U U U w
M > M > U m \
-1-76% U °° U > > I � /
mW m LJ.J
-1.25% J
2666 123%
_ 2666
_ - - -0.40%
PROPOSED GRADE AT CENTERLINE
2664 2664
STORM
12-IN PVC CROSSING
5`'ZoNAL ENS
2662 2662
10961
sT �o
9Tf OF \OP
2660 2660 SoND��
DZha12025
Project No.: 121172
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Date of Issuance: 02-18-2025
AT CENTERLINE AT CENTERLINE Project Milestone: PERMIT SUBMITTAL
3 2658 2658
_ _ Roadway Plan & Profiles
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N O CV O N co O N O N O N O N O N O N co O N O N O N co O N O N CO N co O N co O N O N co O N co O N O N O N co O N co
N N N N N N N N N N N N N N N N N N N N N N N
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E 302+80 303+00 303+20 303+40 303+60 303+80 304+00 304+20 304+40 304+60 304+80 305+00 305+20 305+40 305+60 305+80 306+00 306+20 306+40 306+60 306+80 307+00 307+20
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