HomeMy WebLinkAboutC3.50_Ridenbaugh Canal Bridge Plan p , Sheet Notes: ghs' ��_
2654 0 / 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE w ��4 THE
/ IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
o MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
p �G NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. �� GROUP
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2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN so
APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
o CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
5 DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
2655 CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
p G/ DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
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_ EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
STA: 26+47.91, OFF: 23.5O'R p CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
SW: 2655.67 G DIG-LINE (342-1585) FOR EXACT LOCATIONS A MINIMUM OF 48-HOURS
\ / o /� / PRIOR TO DIGGING.
STA: 26+47.91, OFF: 31.00'R
SW: 2655.80 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
TBC: 2656.71
7 5, - STA: 26+66.82, OFF: 23.501E `J3 OQ
J3 �J3 i '� �J3 �
103 �G 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
7 2656 0 -03 / EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
' SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
7 03LO
0 0 N / 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
Q 12.5 STA: 26+66.82, OFF: 36.00'L CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
r i TBC: 2656.93 �'�`s OQ WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
STA: 26+67.91, OFF: 23.6. R -- Q a�
DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
SW: 2656.77 �� EG SLOPES.
� STA: 26+70.21, OFF: 28.5O'R
SW: 2656.86
-_ 7' STA: 26+86.82, OFF: 23.50'L
03 93 265� TBC: 265�
til,? dp / I o \ 03- 6 655 65� 2653
�Ol ( \STA: 26+73.91, OFF: 16.50 RrQTA
3
TBC: 2656.95 : 26+/91.42 OFF: 33.5O'L
o I ' 10.47 �* � TBC: 2658.06
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STA: 26+95.77, OFF: 23.56'R *- STA: 26+97.42, OFF: 26.50'L
�0! SW: 2658.28 \ STA: 26+92.82, OFF: 16.501E TBC: 2658.39
/ N
\STA: 26+98.77, OFF: 26.50R TBC: 2657.84 STA: 27+07.68, OFF: 26.501E P
�0 M� SW: 2658.45 I / TBC: 2658.80 650
TW: 2658.95 STA: 26+98.77, OFF: 16.50'R UJ
TBC: 2658.30 02659.30 �� 65 ,
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Ca27+00-265
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55.77'\ �°�"" � E SAWCUT EXISTING CONCRETE LINED
SAWCUT EXISTING CONCRETE LINED /
---------- -------------- ------- -- - - ------- TW: 2659.30 CANAL. PROVIDE A NEAT SAWCUT LINE. 2653
CANAL. PROVIDE A NEAT SAWCUT LINE. �.51 TW: 2658.95 � w�
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TW: 2658.95 TW: 2659.30 :_10 �OQ
STA: 27+07.68, OFF: 16.5O'L
/ \ 10' TBC: 2658.65
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C3.52
N i o C3.52
2655 M� � A- y
STA: 27+23.79, OFF: 16.50'R j�s° 'nP 26`'6
REPLACE CONCRETE LINED TW: 2659.86 REPLACE CONCRETE LINED /
26S6� CANAL TO MATCH EXISTING M TBC: 2659.21 TW: 2660.12
T -- 2659 TW: 2660.12 CANAL TO MATCH EXISTING W Q
WITH 4000 PSI CONCRETE -------- ------ ------ - --- -- - ---------- rs� / WITH 4000 PSI CONCRETE
55.77
PER ISPWC SECTION 703 TW: 2659.86 h%cgO PER ISPWC SECTION 703 Cm GLq�� Q also
STA: 27+32.70, OFF: 16.50'L �0P
4%8 �o TBC: 2659.47 TW: 2660.12
2659 01 STA: 27+32.70, OFF: 26.501E
TW: 2659.86 TBC: 2659.62 CD
STA: 27+46.23, OFF: 26.5O'L =
266p STA: 27+23.79, OFF: 26.50'R / TBC: 2659.97 0
STA: 27+50.82, OFF: 16.501E � -
SW: 2659.36 TBC: 2659.92 o STA: 27+50.08, OFF: 31.001E - dH0 - cc
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STA: 27+50.82, OFF: 16.50 R dH0 Q
STA: 27+23.79, OFF: 23.56'R TBC: 2660.09
SW: 2659.31\ TBC: 2659.92 - Q = o
\ / STA: 27+56.82, OFF: 31.001E 8H0 cc
STA: 27+50.29, 23.56'R o TBC: 2660.09 dH0 0.O3 � � � � CA cm) w
SW: 266 0 � �
_ ° 0 STA: 27+56.82, OFF: 23.50'L
STA: 27+53.67, OFF: 27.50 R °00 TBC: 2659.96 0
SW: 2660.00 °00 7.5' Revisions 1
000 7' STA: 27+66.82, OFF: 31.001E
STA: 27+56.82, OFF: 27.50'R - °°° TBC: 2660.28
1. AGENCY COMMENTS 07-28-25
�00
\ 00
°
SW: 2660.00 0
26 STA: 27+56.82, OFF: 23.50'R 7
8r SW: 2659.94 4' °o°° i STA: 27+66 82, OFF: 23.50'L\ ;
°° TBC: 2660.15
d3 00° i 266 O \ \ i
\STA: 27+66.82, OFF: 23.50'RI d STA: 27+72.82, OFF: 16.50 L
SW: 2660.16
aS
TBC: 2660.00
STA: 27+66.78, OFF: 27.5O'R OS_ O
SW: 2660.24
STA: 27+71.35, OFF: 28.08'R
SW: 2660.34
STA: 27+71.98, OFF: 23.12'R
SW: 2660.25 STA: 27+72.82, OFF: 16.50'R O�
TBC: 2660.14 I
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Project No.: 121172
Q I Date of Issuance: 07-28-2025
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IProject Milestone: PERMIT SUBMITTAL
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Ridenbaugh Canal
Bridge Plan
- Ridenbaugh Canal - Bridge Plan
0 10' 20'
Horizontal Scale: 1" = 10' C3m5O
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