HomeMy WebLinkAboutC3.10_Roadway Plan & Profiles W Evening Sun St ' Sheet Notes:
I I I 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE rj T HE
SEE SHEET C2.15 FOR SEE SHEET C2.16 FOR B1 L32 ' IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF
B1 L27 B1 L28 / MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
LAND
INTERSECTION DETAILS INTERSECTION DETAILS - - �N J NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. _�
- - - - - GROUP
Mk 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
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- Ln ,l �m CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
N� m ' DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
0o_J co Lo � ' LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
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�?o rn o o N o N o r o �o _ N m 0 - + +` CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
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N Co N T `� �rC\J �`�C\J �COC\J co m o - - DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
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EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
Imo mo mo mo mo mo mo
-- - - �- m _ I _ - � _ ' m �- ' o _ _ _ -+ - "'-1CD CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
M i M l l \ M cM a _� _ - - - Q DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
M = 1 7 co � �00 � + PRIOR TO DIGGING
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��__--- -- CV) 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
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92 00 y.r = 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
PC STA: 91+91.99 i EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
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---------- - ---- ---- - - - - - SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC------------ - -----------
- _ �
- _ APT STA: 91+09.77 '
' 8 W 8 8 W _ - C 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
4 �, \ - o J _ PC STA: 90+23.45 ' 91+ 0 8"SS ---- N 8 SS 3 - 8"SSr0l (/� CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
m I 88+00 89+00 3 ' 90+00 m �� _ -
y WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
8 SS U I 1 - 8"SS -----
8"SS ��; ~ m—+ `�' ~ ~ m 8"SS - _ \ 266 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
M 8 SS 8 SS 8 SS 8 SS 8 SS 2665_8-5�"' Ln 3 6N SLOPES.
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2 v z oa way Drainage Notes:
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3 ' a' \ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
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" � } �_-_�`� �r oo ��S `� CO - - - 4"PIRR `. S. \ OKO 2. REMOVE AND SALVAGE EXISTING TYPE II SIDEWALK BARRICADE.
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■ o_ -t - - - -- o ,l o r \ �r �� �P92 3. CONSTRUCT TYPE"H"PEDESTRIAN RAMP PER ACHD SUPP SD-712H WITH
LL 1 i 4 PIR -B-_-L14 4 PIRR -T
LL.
— — — — — — — Match Existing `�' e ��°' TRUNCATED DOMES PER ACHD SUPP SD-712. DOMES SHALL BE N
M. a' rn \ `�'N Cl)0 6'N `J°� \ - ® \ FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
Southrldge + 1 v � + � + � + m� v
co co c�o c�o CONCRETE.ADHESIVE MATS ARE NOT ALLOWED.
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`f) South N \\ \ \` \\ Cf) ' 1 \\ a M � ` \ 4. REMOVE AND SALVAGE EXISTING TYPE III BARRICADE PER ISPWC y
Phase 1 � \ \ \ � �, \ SD-1 132B.
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Horizontal Scale: 1" = 20, C
Curb Legend:
2674 2674STANDARD W
W Evening Sun St: Sta. 87+40 - 92�♦00 GUTTER PER ACHD SUPP SD VERTICAL B0 AND Cm �
HORIZONTAL SCALE: 1" 20' Q
______________ STANDARD 3"ROLL CURB AND
VERTICAL SCALE: 1" _ ' GUTTER PER ACHD SUPP SD-702 C"
2672 2672 _
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2670 2670 Q
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2668 = \ EXISTING GROUND AT CENTERLINE \ 2668 Revisions
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� 1. AGENCY COMMENTS 07-28-25
/� ✓/ \\ / \ \ / `4 \
2666 '-J -0.63°� ` ��, �--_ �� �— _ _J _� �` _ 2666
-0.40%
2664 2664
PROPOSED GRADE AT CENTERLINE
2662 2662
0 L ENC
��G\ST 1�
2660 - 2660 10961
J��T£OF
�sON DEN
2658 - 2658 0-712a12o25
Project No.: 121172
Date of Issuance: 07-28-2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: PERMIT SUBMITTAL
3 AT CENTERLINE AT CENTERLINE
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