HomeMy WebLinkAboutC3.70_Ridenbaugh Canal Pathway Plan ---------- Sheet Notes: �� ��_�,,
__IL _ F-% TH E
__ 1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE �►�
--- --- IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF L AN D
— - STANDARDS.
------ MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDAR .
I _--- — NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
Ridenbaugh Canal _ — _ ____ 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN GROUP
— APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
y`0 2 — — — — CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
_ — DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
- - - - Y- - 2E LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
-- --- -
~ _ 2654
w CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
z EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
: 1-
cwi> 2655 0 _- CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
--- DIG L 1 EXACT LOCATIONS A MINIMUM OF 48 HOURS
2654 2655 r o 2656-- _--_- - - - - -EP M PRIOR TO DIGGING.
FOR
0 2656 z o co 2657 ---
"� -2657- -�_ 0 2658 -CEP
� o- � � o 0 0 0 0 - __---
-------- — _ 3. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
2658 — CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
EP EP EP EP EP EP EP EP —EP P_ 2659�- BW: 266 70
2659 _ � WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
— — — o- — — — — 1 — J- — � - DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
24+00 BW: 2660.04 BW: 2660.05 3+0 0 BW: 2660.38 BW: 2660.47 22+00 BW: 2660.63 21+00,
BW: 2660.75 PI R ---
E� P— P— — - _-_-_---� - d SLOPES.
t' 2
o IRR "PI R666 "'
NI — — — — — — — - - - - - - - -I I r- — — — — — — — — — — — — — - - , r - - - - - - - - — - - - - � I — — — — — — — — - - - -
I I I I I I I I I I I
i I I TOP OF SLOPE I I I TOP OF SLOPE I I I I I I T
15-FT REAR SETBACK I I I 1 15 FT REAR SETBACK I I I I I �Cn
I I I I I I I I I I I I
I I I I I = I I I I I IoI I 11
Existing 9 Southrid a I I 1 0l I
O o I t FL,
I I - I B1 L32 I °' I II
O I I I I _ T
South Phs 1 �_ I B1 L27 I w I B1 L28 1 i B1 L30 I ,,, I B1 L31 I o i 8,158 sF I z II II N
I w I 8,140 SF I I 8,140 SF I 200 8,157-SF � 8,158-SF I co PAD: 2665.20 I
Ip- 1 Io I I
- — — — — — PAD: 2666.80 1 � 1 PAD: 2666.30 I I PAD: 2665.80 1 1 PAD: 2665.70 I z I I I II
zl I I LU
I zl 1 1 zl 1 I I I IICa
1 I I 1 1 1 I I I LI
� I I I I I I � I I I I ► � I Q ��
_ _ —
do
co
� I I I I I I I I _ _ _ _ _ _ � �■�
L — — — — — — —— — — — — J I L - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - J I L - - - - - - - - - - - - - - - - J I L o
IEEE
I I
M
— -- - - --- - --- MTR 1 _ 2666 pSM ATM O
e BSoo 8 f
C CD CD
COD
W Q
---- 1nI u. tni R tni R 1A/ R 1ni R 1ni 8"W --------------
Pathwa Plan 2°' 4°' cm also
Y o
a�
Horizontal Scale: 1" = 20,
2666 PATHWAY: Sta. 19+80 - 24+40 2666 = CD
HORIZONTAL SCALE: 1" = 20' o
VERTICAL SCALE: 1" = 2' c Q
2664 2664 Q =
y cm) w
O
CD
O N O Q
Ln m Revisions
Q LO
2662 co M co N 2662 1. AGENCY COMMENTS 07-28-25
co CDw
C/3 N
CD w FINISHED GRADE AT
CENTERLINE OF PATHWAY
2660 2660
— ---------- —\\ -0.05%
2658 \_\ 2658
N
co
V: V
M 6) + LO +
O \ (=UC coO CON
U
_� � � \ N N N
co lzl_-" + 00 co
002656 N N N N ��� �'� w 2656
w a_ w a
_--
2654 2654
rJ 10961
-'
J��T£OF
�sON DEN
APPROX. EXISTING GRADE
0-712512025
2652 2652 Project No.: 121172
3
Date of Issuance: 07-28-2025
Project Milestone: PERMIT SUBMITTAL
Ridenbaugh Canal
2650 2650 Pathway Plan
m LO O GO V N O O M r` co r` c0 O O N M V LL7 GO r`
LO co N r` Lf7 00 L!7 O O L!7 W co O co O co O N O O O � N N c0 ti Lq _
O) O O O 00 00 f` ti L!") � � co T LO T LO T LO T T T LO T LO
E M LO M LO M LO M LO M LO M LO M LO M LO M LO M LO M LO M LO O LO O LO O LO O LO O LO O LO O LO O LO O LO O LO O LO O
LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO LO
°'a coco coco coco coco CO O co cococo COGD coco coco coco coco ccco ccco ccco ccco ccco COGD co coco cococo coco O co O co
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
24+40 24+20 24+00 23+80 23+60 23+40 23+20 23+00 22+80 22+60 22+40 22+20 22+00 21+80 21+60 21+40 21+20 21+00 20+80 20+60 20+40 20+20 20+00 19+80 C3m7O