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- _ _ _ - _ - _ - - _ -
STALL NEN' 3 PORT 20 ACCESS & UTIUTES
DETAPER CITY STANDARD EASEMENT
SOUTH 15th STREET W
12' PAYING
EDGE OF ASPHALT _ - ��q 121 MAX CRUSHED G�AVD
SEXISTERVI SEWER Vi _ SHA�ie �.^-
_ N 89-4&•09- w 715? 73 / SERviC£_
Tom` EXIST
I RELOCATE MAILBOXES EDGE OF ASPHALT - E S EDGE OF ASPHALT
- 2' CIXJPACTED DEPTH CLAS_. - ASPHALT CONIC
Fif-IL
NTH 42 BOX HEIGHT
�1 1/2' COMP. NTH OF 5/B' _ .' 1I
N 8948.09� 1 _ - - EXIST CB - --
- 1 _ 75.02 n - / ADJUST RIM AS REO D `COitPACT SUYAOE A5 RtO� ` -3=
_ _ _ _ _ _ _ _ _ BASE CLASS 'B' MAY BE € EC061�:
55 02 ^ 'yC �i 2C0' - SOIL CONDITIONS_
'$ 2 NEW
- WATER I3' DRIVEWAY SECTION
V8i
METER N.T-5. APPROV LOCATI
E
OF DCS a' STOF
Favor ns-usr7�
1 ,1+7 � sareat�a-
I < I ',�P.:+"".,,;a SEE NOTE BELOW �m
- HF BRNWN31 - -
20' ACCESS &UTILITIES EASEMENT +%EMB1`
-` - 4• GRAVEL SHOULDER, TYP. - p
' Q
` ---------•-- ' SSW 11.
1 zc' — Aw.4Ml
SCALE 1' = 20 i NOTE: ' t ' t z
r N s sros' 55.00, 1 THE PAVING WILL BE CONSTRUCTED
LEGEND t 7SO� _ , ro N BY THE PURCHASERSBUILDERSOF EmsnNCHY0/twrWAs -:C� -- -
LOTS 2 AND 3. ACED VAM NEW x >
1 CATCH BASIN - HYDRANT ASSI IILY
ce SSMH
POWER POLE f__._......
fit - NBRMFF
MAILBOX II
(Ti TELEPHONE MANHOLE
TIE-IN DETAIL
TELEPHONE PEDESTAL
PROX LOCAP.0"
FIRE HYDRANT iz OF TRENCH LINE FOR
'TELEPHONE. AND
WATER METER `f v. CABLE UNE, TYP. -
xm
BIRCH TREE
PINE TREE I .
DECIDUOUS TREE
o
CHESTNUT TREE _ 1
-- - (` 2
(} CHESTNUT BUSH
-
coO CLEAN OUT I 1
® YARD DRAIN - - I I - .-
r
o CLEAN OUT_- -- n
z TYP.
r AI
h H fI I i to
� z
' r f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. _ _ _ B-SIDE (TYPICAL)
5' SIDE YARD
20' FRONT & REAR YARD
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z
w • J
res '
1 --- -- - -
r
- -N 88'32'09" W 7500' 1 774 - -
w7'R-27 —227( �-
L7F EXiSi ! � SANITARY
MAKE TAP PER STY STDS.
0+40 0+80 1+20 1+60 2+00
DRIVEWAY PROFILE
1"=20' HORIZ.
1-=5' VERT-
W-2247ao44
LEVEL ALL GROUND
`MIN 3' RADIUS LEAL
i
ONE MAN ROCK- 6 06 6
FILL CUT
HYDRANT LOCATION IN CUT OR FILL
COREY TYPE FIRE HYDRANT EQUAL TO IOWA F-5110 AS SHOWN
OR APPROVED EQUAL 5' MECHANICAL -JOINT INLETVITH 1UGS
5-1/4' MAIN VALVE OPENING. Two 2 1/2' HOSE CONNFCTIIONS
NATIONAL STANDARD THREADS 4' PUMPER CONNECTION CITY OF 1
SEATTLE THREADS. 1-1/4' PENTAGON OPERATING NUT. FIRE
HYDRANT TO BE PAINTED WITH TWO COATS OF PAIN`- PRESERVATIVE
PAINT No. 43 114, INTERNATIONAL YELLOW OR APPROVED EQUAL. —I L— lB' TO 2D
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4-1/2" TRENCH.
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED.
j ES
MAX S'" MIN 2' I RAISED PAVEMENT MARKER TYPE 86 AB
i STINSONI TE TWO-WAY BLUE.
TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR
CONCRETE BI�KINC, I BASE SECTION LENGTH TO FIT.
o CONCRETE BLOCKING
_I
T CAST IRON TEE WITH 6" FLANGE SIDE OUTLET.
_T 6" GATE VALVE (FL X MJ: EQUAL TO MUELLER CO. A-2380-16
I r _!
6' DUCTILE 1. P;PE, CLASS S2 CEMENT LINED, LENGTH TO FIT TWO 3/4'
16" x 8' x 4" MiNIN STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK 7 n4 ,_T MINIMUM WASHED GRAVEL PASSING I-1/2" AND RETIANED ON 1/4' MESH FOR DRAIN.
p e. T
1.50
-
P_P
Sy�UPE
FIRE. HYDRANT ASSEMBLY
aQ�150F
RISCOMME., a m z�
FOR APPI
By 1I
�loxAL �
5-227601
EXPIRES 1/30/98
OW7
OD w- 22/coz Ate, w_ac�Go4t
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a tf 30
"AS -BUILT' INFORMATION WAS
PROVIDED BY THE CQMWMWW
2+40
MEEKER SHORT PLAT LUA-95-190, SHPL
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