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plans and'or spadi lmns have been reviewed for mmpB ence
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Which lkw City retalr Me nghL to enlercb-In FlslaWun rol noted by
Gry wAt?%1wG not"e wueo a appiwed unless sne ilimwy 1
add,ftmad in wn&g by the Cdy.Any proposed rc on Le Ihexe pL—
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&l.dards and Specilcelione before said re,ieon is mnetrua .
Name Codee Neider
Data 04i22i25
Permit Humber LD-CAP-2025-0004 EXISTING STRUCTURES �
■
3N NEW STRUCTURES ..
GENERAL SHEET NOTES
NEW ASPHALT
1. AREAS DISTURBED BY CONSTRUCTION WHERE
SURFACE REPAIR IS NOT INDICATED SHALL BE
PERMEABLE PAVERS RESTORED TO CONDITION EQUAL OR BETTER
E. WILLOWBROOK DR THAN PRIOR TO CONSTRUCTION. THIS COST
SHALL BE INCIDENTAL TO THE CONTRACT. �� db F'v0
2. PRECAST BACKWASH EQ STORAGE VAULT IS A tif7C185CE3E34E9 A
01 LONG LEAD ITEM. CONTRACTOR TO PROCURE 16695
SAW SAW SAW AT EARLY STAGES OF CONSTRUCTION, �°
�f,913/202�Q,
RE: SPECIFICATIONS. TFOf\
NY,
O MvS MvS MvS 3. EXPANSION JOINTS TO BE INSTALLED
03 BETWEEN STRUCTURES AND NEW SIDEWALKS.
RE: A2/C-500.
/ w a-Fh, m
03 / ~
/ 4. CONTRACTOR TO FURNISH MATERIALS WHERE o -0 o �
P LW °
/ INSTALL PLACE OR CONSTRUCT IS REQUIRED ° � a)
Q 10 UNLESS NOTED OTHERWISE. E
5. CONTRACTOR TO COORDINATE ALL WORK o o Q
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WITHIN THE RIGHT-OF-WAY WITH OWNER AND 2
03 1 ACHD. -C Y
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P/L \� P/L �/X P/� ! - SHEET KEYNOTES z 2 L '0 �--' N
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18 01 SAWCUT ASPHALT, RE: C-101 w
- - - 04 d — a — \ 02 CONSTRUCT ASPHALT, RE: A5/C-500 ;zCo
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o :*+*+*+*+*+*+*+ ++ := :+== + " + + 03 CONSTRUCT ASPHALT SECTION TO MEET Z o
15 05 *i 14 � ACHD REQUIREMENTS. COORDINATE WITH
NLO 04 i:i
ACHD
N
I
o I I d+ a + ;+ - \ \ 04 CONSTRUCT CONCRETE DIVIDER, CONSTRUCT
Lu
d ° \ \ I \ CONCRETE STRIP, RE: C2/C-500. MATCH
z BACKWASH 01 TYP
\ EXISTING O w NNo
w EQ STORAGE,
RE: M-401 02 11 \ �\I/� ° 05 REPLACE & INSTALL PERMEABLE PAVERS Q
F-+ + + * TYP PLACED USING HERRING BONE PATTERN AS O
� I * * * * * 08 TYP OF 3 � I \ REQUIRED, RE: C2/C-500. MATCH EXISTING Q =
I+ + + + +
LO I I+*+*+*+*+*
0 p
N J I+*+*+*+*+*
06 CONSTRUCT THICKEN EDGED SIDEWALK, Q -
1+++*+*+*+ 12 M O
oN M M g \ Q) RE: A4/C-500 Q
*' 5.00, 06
0 o d3 -- - -- _ 07 PLACE CONTROL JOINT, RE: A3/C-500 w
Q I A a 6.67' B \ coLij
� I Ii+++*+*+*+ 13 M
;+++*+*+*+ I \ \ 08 INSTALL REMOVABLE BOLLARD, RE: B1/C-500
i+++++++++ \
Q
1+ +****** , \ 09 CONSTRUCT SIDEWALK REPAIR, RE: ISPWC
J I
J I 04 \
++ \ SD-709. MATCH EXISTING
3 I [+++++*+** ° \ a 10 CONSTRUCT CURB & GUTTER REPAIR, MATCH
❑ I r+*+*+*+*+ \
I r*+******* \ EXISTING
I t+++++++++a 11 RETAIN & PROTECT SURFACE UTILITIES
I I
i+*K
I
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NI ** ° o WELL B I B \ 12 RELOCATE WATER METER, RE: C-301
_ \
a 05d WATER HOUSE (E) N \
z PROPERTY I TYP + TREATME �06 \I// \ a 13 RETAIN & PROTECT STRUCTURE _
++++++*+, NT I 1 \ I J
❑ EASEMENT I********** FACILITY 4.00' I 14 RETAIN & PROTECT EXISTING TEST WELL
'*'*******' 17 0 \ V
*********
U RE: M-101 I Q
I********** N 15 RETAIN & PROTECT GATE, POST, & FENCE.
I I********* LL
Lu I********* I \ ° ��o \ I REMOVE & REINSTALL IF NECESSARY
❑ J I I \
MI a I********* w
I*+*+*+*+* I
Q I**'*'*'* /I °' 16 RETAIN & PROTECT EXISTING LANDSCAPING z z
+: 02 /I\� \ \ \, LLj Q
z I I*+*:*:*:* I \ 17 CONTRACTOR TO COORDINATE NEW _J
w ,+++++++++ i
❑ I I*+*+*+*+* I \ ELECTRICAL SERVICE WITH IDAHO POWER
UI
i*+*+*+*+* I 05 \ I / \ PRIOR TO CONSTRUCTION Q LU
z i********* 04
F********* / 1 Lu
J ` '* I I I 18 RETAIN & PROTECT CURB
m \�S� + + + + + + + + + + *
e /
d 1 \ I
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4 * O
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o� fviv� MVS ---------- I I �N\CD
OSTRUCTURE COORDINATES
OZ 04 I I/� �� — OHP— — — — OHP — — OH D— — OHP— — — — OHP— — — — OHP J
- - - - - - - - - - - - _ - - _ _ � �/I\� FILTRATION BUILDING w
Q & 9M3 — — —
w \ A - NW CORNER (OUTSIDE OF CMU WALL)
N: 713750.50 E: 2458252.17
o
U) B - NE CORNER (OUTSIDE OF CMU WALL)
w \ N: 713750.18 E: 2458278.17
O O DRAWN: EWC CHECK: JMK
O
co C - SE CORNER (OUTSIDE OF CMU WALL) VERIFY SCALE: Scales
_U N: 713701.52 E: 2458277.56 based on 22"x34" prints.
ui
ui> \
W I I
z / D - SW CORNER (OUTSIDE OF CMU WALL) 1-1/2 Inches
o / Z \ N: 713701.84 E: 2458251.56 PROJECT NO. PAGE
2 I NOTE: VERIFY DISTANCE BETWEEN COORDINATES 214095-009
o ' WITH STRUCTURAL DRAWINGS PRIOR TO SHEET NO.
N CONSTRUCTION.
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