HomeMy WebLinkAboutC3.75_Ridenbaugh Canal Pathway Sections Sheet Notes:
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE T H E
IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF 14 LAND
MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. _ GROUP
2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
16+50 CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
2690-60 -50 -40 -30 -20 __0 0 10 20 30 40 60 2690 DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
RESIDENTIAL LOT 60'NMID EASEMENT PRIOR TO DIGGING.
15 3. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
REAR SETBACK cL RIDENBAUGH CANAL CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
(R-8 ZONE) I WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
2680 I 2680 DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SLOPES.
� I
I
I
2670 i I I 2670
5 S, I
� PATHWAY
I14
6-FT TALL BLACK WROUGHT IRON FENCE
2660 \ _ I 10'MIN WIDTH AT 5%MAX 2660
—��_-- ---------- Ilk CROSS-SLOPE FOR NMID
MAINTENANCE ACCESS
2650 I ASPHALT PATHWAY PER 650 N
DETAIL 2/C2.01 EXISTING CONCRETE LINER
W
y
2640 2640 amime
2630 2630
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 CL
Ridenbaugh Canal - Mixed Used Pathway - Typical Cross Section (Viewed to West) ~ O
1 Scale: 1" = 10'
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2700-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 2700
Q � O
— 0
2690 2690 —
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RESIDENTIAL LOT 60,NMID EASEMENT Q
15' O o
REAR SETBACK cL RIDENBAUGH CANAL
(R 8 ZONE) C4ul
2680 I i I I 2680 1
4-FT CLOSED VISION VINYL WITH 2-FT SHRUBS WITH ROCK MULCH TO REPLACE Revisions
_——— OPEN VISION AT TOP FOR 6-FT TOTAL I REQUIRED TREES. 5 SHRUBS PER 1 1. AGENCY COMMENTS 07-28-25
HEIGHT PER MERIDIAN UDC 11-3A-7.A.7.b I REQUIRED TREE. SEE PLANT SCHEDULE
ON L1.01 FOR MORE INFORMATION.
2670 2670
10
5 PATHWAY 5
6-FT TALL BLACK WROUGHT IRON FENCE
ASPHALT PATHWAY PER
2660 �- DETAIL 2/C2.01 2660
4-FT(MAX) RETAINING WALL II 10'MIN WIDTH AT 5%MAX
——1— CROSS-SLOPE FOR NMID
II MAINTENANCE ACCESS
ROCK MULCH — ----- --_
2650 \ ZO
EXISTING CONCRETE LINER
0 LENS
T
2640 2640
10961
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OF \OP�
2630 2630 �soN DEN��
-60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60
D�12�12025
Ridenbaugh Canal - Mixed Used Pathway with Boulder Wall - Typical Cross Section (Viewed to West) Project No.: 121172
3 Date of Issuance: 07-28-2025
Scale: 1" = 10' Project Milestone: PERMIT SUBMITTAL
Ridenbaugh Canal
Pathway Sections
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C3m75