2021.0608.ST0063 Permit Issue Pckg 12.01.2021r
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1250 Min Tank ref. Section 5.10.020
of DevelopmentfGuidelines
Connect 6" STEP Main with
1" Service see Std Dwg 5-1.
ROW Permit required for tap.
—70.F.t eIE 15� ¢r3 os� >fR Fr
6jfi5FA ON
30 • N 2 ` 1 .fit . >y rdr A&4A P
Connect to 10" PVC Water Main
provide single meter service.
See Std Dwg 4-1. ROW Permit
rei uired for tap.
r, S� Ss•�—Brae—rc
Remarks
1. Mount Pump Control Panel on Non -Living Space Wall
of Remote Post - Reler to City of Yelm Sid Delails
#54, 5.5 a s-6
2. Pump Control Panel can be no closer than 16" horn
root downspout.
3. Hose hlh shall he tocatad wAthin 50' of Tank
City of Yelm - tngineerrng
Approved as Cundibaned in Comments
Cevl Review Lngmeer
04f 16/2021
Far full engineering zpecificaiiun, and slandards for the City
of Yelm eeler to Yelm De 1„pss ht Guiddlir n ; r*,aptvr 3
&ormwaler, Chapter A - Water, and Chapter 5 - Sewer.
Comments an reviewed ;eta p€ens refe, to aaoliorls in these
chaotera.
MINIMUM 0.25' CLASS 'B' A.C.P.
(COMPACTED DEPTH) OR EXISTING
PLUS 0.08', WHICHEVER IS GREATER
APPLIED IN MAXIMUM 0.17' LIFTS —
a:::.:: o: :.::'.:::a:.::':.:.Q.:.
0.67 GRAVEL BASE �... a
COMPACTED TO 95%
OF MAXIMUM DENSITY 0.17' CRUSHED
PER. 2-03.3(14)D SURFACING
TOP COURSE
1' MIN'.
TYP.
MINIMUM 0.75' CEMENT CONC. PVMT
OR MATCH EXISTING PLUS 0.08',
WHICHEVER IS GREATER. I
0.67' GRAVEL BASE
COMPACTED TO 95%
OF MAXIMUM DENSITY
PER. 2-03.3(14)D —
1' MINA.
TYP.
NOTES:
a:
a
L0.17' CRUSHED
SURFACING
TOP COURSE
1. ALL MATERIALS, WORKMANSHIP, AND INSTALL—
ATION SHALL BE IN CONFORMANCE WITH THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION AS AMENDED BY
CITY OF YELM STANDARDS.
SAW CUT EXISTING PAVEMENT.
EMULSIFIED ASPHALT GRADE
CSS-1 TACK SHALL BE APPLIED
TO EDGES OF EXISTING PAVEMENT.
ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR4000W.
EXISTING
FLEXIBLE
PAVEMENT
TRENCH BACKFILL
COMPACTED PER.
2-03.3(14)C METHOD B
TRANSVERSE CONSTRUCTION JOINT.
SEE STANDARD PLAN A-1
SAW CUT EXISTING PAVEMENT.
EXISTING
RIGID
PAVEMENT
TRENCH BACKFILL
COMPACTED PER.
2-03.3(14)C METHOD C
CITY OF YELM
DEPT. OF PUBLIC WORKS
TRENCH -PAVEMENT
RESTORATION DETAIL
APPROVED
PUBLIC WORKS DIRECTOR
DES. DWN.
S-C S-c
DWG. N0.
DATE 1 2 -10
CKD. DATE
S-C 10/3/94