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O1 EXISTING SURVEY MONUMENTS TO BE RETAINED AND PROTECTED.
CALL DIGLINE AT 811 CONTRACTOR SHALL HAVE A LICENSED SURVEYOR LOCATE AND MARK N
WM BEFORE YOU DIG! ALL EXISTING MONUMENTS PRIOR TO CONSTRUCTION. ANY "
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MONUMENT DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE o E
Call before you dig. N
0 8/`1 REPLACED BY A LICENSED LAND SURVEYOR AT THE EXPENSE OF THE
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SURVEY CONTROL POINTS: N
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I 1: SET SPIKE - ELEV. 2633.78' m
4 4 CP 2: SET SPIKE - ELEV. 2636.08' U)
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O O p 3: SET MAGNAIL- ELEV. 2634.49' � cn o
I 4: SET MAGNAIL - ELEV. 2634.63' (D r-
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TR O3 PROPERTY LINE.
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O4 EXISTING UTILITY MAIN/SERVICE. RETAIN AND PROTECT. o
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O5 19 EXISTING SIDEWALK. RETAIN AND PROTECT.
Cl — Drawings not to be reproduced without
itten permission from
AlpharOmega Engineering LLC.
I
O EXISTING CURB AND GUTTER. RETAIN AND PROTECT.
I
S 1 1 D D 8 S 1 SD 2 #2 I WM O7 EXISTING VEGETATION. RETAIN AND PROTECT. ASS\�SAL FCC
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1 1 �a W O8 CONSTRUCT VERTICAL CURB, PER SD-701A.
- - - -- - - -- - - - _ _ _ � 15 .� 7564
8 I O9 CONSTRUCT ASPHALT PARKING AREA, PER DETAIL 2. �141-, OF
3 10 SAWCUT AND PATCH PAVEMENT. MATCH EXISTING PAVEMENT
22
SECTION.
SD8 SD8 SD8 SD8 G 0
23 11 CONSTRUCT DRAINAGE BASIN, PER SD-603.
23 15
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26 S
12 DEMO EXISTING CURB AND INSTALL ADA RAMP WITH MAXIMUM 12:1
SLOPE. w
5
g O I 13 CREATE TYPICAL 18'X9' PARKING STALL.
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o I O 14 CREATE ADA ACCESSIBLE PARKING SPACE AND LOADING ZONE. SPACE w
7 3 WILL BE 19'X11' AND LOADING ZONE WILL BE 19'X5'. SLOPES
n THROUGHOUT AREA NOT TO EXCEED 2 PERCENT. U
8 �
G) 24 C 10 24 15 INSTALL CATCH BASIN AND 8" PVC STORM DRAIN PIPE AT 0.5 PERCENT U
SLOPE.
18 FIRE6 FIRE6 I N
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W1.5 W1.5 W _ W8 _ _ _ _ _ _ _ -- 16 INSTALL 1.5" WATER METER BY MERIDIAN WATER DEPARTMENT. Uj M
17 0 2 #4 DO
16 ° 17 INSTALL 1.5" ASTM D 2239, SDR 7, CL 200 PE WATER SERVICE TO
BUILDING. CONTINUOUS LENGTH OR BUTT FUSE WELDED JOINTS ONLY.
1,0* 3 INSTALL 6" FIRE LINE TO BUILDING, DESIGN BY FIRE SPRINKLER
5 CONTRACTOR. COORDINATE INSTALLATION LOCATION WITH BUILDING
CONTRACTOR. �
8 �W8 W8 W8 };
o x 5 19 INSTALL SEEPAGE BED 100'X10'X6'. O
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�'cr� 26 20 INSTALL 4" ASTM 303, SDR 35 SEWER SERVICE. 2% MIN. SLOPE. VERIFY
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INVERT ELEVATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF J
3 — ELEVATIONS. 2X4 MARKER PER ISPWC SD-512. a_
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3 7 � T _ _
7 7 SD O 21 INSTALL 4" SEWER CLEANOUT PER ISPWC SD-506A. > OLf)
1 SS S8 �SS8 SS8
O 8 8 13 SSE 22 INSTALL 8" PVC ASTM 3034 SDR 35 STORM PIPE. Uj
O O 20 cP
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3 23 INSTALL STORM DRAIN DOWNSPOUT.
S
INSTALL RESILIENT WEDGE GATE VALVE (FL) AND TAPPING SLEEVE. Cn
23 23 15 (DI)
25 SD8 SD8 SD8 SD8 SD8 � G 3 GAS SERVICE TO BE INSTALLED. CONNECT AT MAIN. Uj
26 GAS METER TO BE INSTALLED. SEE PLUMBING PLAN.
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3 3 6,. ¢ CONCRETE
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6 REVISIONS 0
p 0 3/4" CRUSHED AGGREGATE NO. DATE DESCRIPTION
JT BASE j
I8 6" MINUS PIT RUN
00 z
I PROJECT #: 24017 OU
2 #5 A.C. PAVEMENT SECTION . DATE: 08-05-24
DRAWN BY: WL 0
SCALE: 1"= 1 ' 0 1 2 L-
SHEET TITLE:
00
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TER TR UTILITY
PLAN LU
SHEET NO.: W
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UTILITY PLAN •
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SCALE: 1"= 10' 0 10 20 o K