PZ - Revised C4.0 Utility Layout d-
T
CY)
00
N Z boo
C +"' U a)
C ) -0 �
O C O> O
CDm
O t
i N
T
UJ
� � z
E
0
N a� W
V Lii T c.,
O= 8"w —
8 Wig„W-8„w
�8°w z
�s°w
8"W 8" —8"W77 1/21/4 o 1/2 Full CD—8"W CD
8„W— o c
co
cL) LL
W MILANO DR B w�B°w� Graphic Scale: � —
Cn
cyi
Attention is Drawn to the Fact That Drawing Scales May be ` > L06
z
Altered During Reproduction Processes. Scales Shown OC
a Hereon are Based on a Full Scale Sheet Size of 24"x 36". .- 06
O
RAISED MEDIAN CD N
-_------ �
Scale: 1"=20'
a^ss
------------- -B„ss
N -B„S.S.�s^ss (.0
s'ss
� -B„ss� ,
8"SS 8" S 8"SS 8"SS 8"SS 8"SS 891SS
_ RIM 2,557.96 ---
- � � _ --_ / ,�I IRRIGATION NOTES:
__— INV 2,548.44 S — _-��
r --- _ --- -- H O A.
- %rli�,Ao��
IRRIGATION IS OWNED AND MAINTAINED BY THE
" - ----- ----- SOURCE IS THE McMULLION IRRIGATION LATERAL
s f.
-- 1
----0 1
---- CONSTRUCTION NOTES:
CD
CONTRACTOR TO VERIFY LOCATION AND
6" IRRIGATION INVERT OF THE EXISTING LINE
= cl ci GI cl ci GI cl ci of cl of GI cl -- ci- 2 PLACE INLET PROTECTION OVER EXISTING
O O
N \
- - CATCH BASINS TO PREVENT SEDIMENT
FROM ENTERING SYSTEM.
A�IIIi� PI PI PI PI PI PI PI PI
O EXISTING TRASH ENCLOSURE PER
PREVIOUS IMPROVEMENTS.
�A lri
N O INSTALL CLEANOUT. INVERT AS SHOWN.
3
PER ISPWC SD-503.
a O
Q INSTALL 6" CORRUGATED PVC STORM
JO PIPE @ S=0.5% MIN. LENGTH AS SHOWN
0.5% 7' 6 INSTALL 12" SDR35 PVC STORM PIPE
- LENGTH AND SLOPE AS SHOWN
" CONNECT TO EXISTING GAS LINE, INSTALL Q
O 75 LF OF 1" SERVICE LINE AND GAS METER.
COORDINATE WITH UTILITY COMPANY FOR
RIM ELEV: 2559.67 CONNECTION TO THE EXISTING LINE. J
ELEV A: 2,554.69 REFER TO MECHANICAL DRAWINGS FOR
co ELEV B: 2,554.59 CONNECTION AT BUILDING. C
ELEV C: 2,554.09
" ELEV D: 2,554.49 O RUN JOINT TRENCH FOR COMMS,
RIM: 2,559.65 15 ELECTRIC TO BUILDING. SEE ELECTRICAL, r 1
INV IN SW: 2,556.20 12 MECHANICAL DRAWINGS FOR �J
INV OUT N: 2,554.70 CONNECTION AT BUILDING.
SUMP: 2,552.70 2 CONNECT TO DOWNSPOUT AND ROOF
11 18 0.0% 4 16 O O DRAIN. REFER TO ARCHITECTURAL,
N
O PLUMBING FOR EXACT LOCATION
13 17 O 10 POTABLE/NON POTABLE CROSSING TO BE
O13 LF I 17 ,I O CONSTRUCTED PER SEWER NOTE#3 ON Z
5 85 LF INV 56.70 O C1.0 ' ^
7 O V J
a ��w 41, 5 INSTALL CURB INLET CATCH BASIN PER
4 14 11 ISPWC SD-601. RIM AND INVERT AS L U _
N G - ST ST ST ST ST SHOWN. I LU
6"SS s's s°ES 9 1 EXISTING SEEPAGE BED#1 PER DETAIL ON
O
1 O O SHEET C4.1 0 J
�w z INV 55.75± z
w
`" 13 CONSTRUCT SEEPAGE BED #2 PER DETAIL O
� - 21
ON SHEET C4.1
w
U)�
EXISTING SEEPAGE BED #3 PER DETAIL ON
N" - N O 14 SHEET C4.1
35 LF O0 Z LLJ
w 7 LF � 15 INSTALL 1,000 GAL. SAND AND GREASE
20 5 Ls is—is—is—is O TRAP PER DETAIL. 24" BAFFLE SPACING. Z w
z 85 LF
INV 56.45 ELEVATIONS AS SHOWN.
5 INV 56.88
N 4 4 0.5% T 16 INSTALL 18" SDR35 PVC STORM PIPE
LENGTH AND SLOPE AS SHOWN
O17 INSTALL GROUND WATER OBSERVATION w
WELL PER ISPWC SD-627.
L.L
N 18 CONNECT TO EXISTING IRRIGATION
a /V O SYSTEM REFER TO LANDSCAPE FOR U
CONTINUATION OF IRRIGATION SYSTEM.
19 INSTALL 1" IRRIGATION STUB FOR BACK UP
�+ l SOURCE. INSTALL BACKFLOW PREVENTER
° DEVICE
ss U, 20 TAP NEW 1-1/2" SERVICE AND INSTALL
a
I 1-1/2"WATER SERVICE LINE AND METER M
Ya VAULT FOR SERVICE PER CITY OF ( _ )
�- MERIDIAN STANDARD DRAWING W4.
COORDINATE WITH CITY OF MERIDIAN FOR
CONNECTION TO THE EXISTING SERVICE
a i 1
LINE. LENGTH AS INDICATED
INSTALL SEWER SERVICE LINE(: O 21 BUILDING AND C EANOUT PER ISPWC
N / \ SD-503. INVERT AS SHOWN. DRAWN BY: ALA
_ II
CHECKED BY: AMC
DATE: 03/24/2023
REVISIONS
# DATE
0 --/--/----
# --/--/----
# --/--/----
Project No.
R22116
S��NAL Ej�
G\STER�o�'�F�
UTILITY LAYOUT
6
,n,3/24/23�0
OF \OP� C4 . 0
Off/O M G