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PROVIDE ASPHALT TRANSITION I °f' CORE D LL FOR NEW � Q m ~ cc
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�� EAST FACE: "WELCOME ENTER"
/ WEST FACE: "THANK YOU EXIT" U)
WEST
SEE DETAIL SHT. SD-5 nl ��OF
—EXIST. FENCE 1+30 B/L J 22.80 I O \
( STA. 2+50 B/L_ STA. 2+00
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10 z i N 890 45' 26�" W � SOUTH IX�IH STREE
PROPERTY L I I\lE E SD PAVEMENT �, PROPERTY LINE, BASE LINE, EASEMENT L ! NE NEW 20 L.F. 8°° PVC \ T ..
NEW 12" SD
SEE SHT. SD-2
NEW K. F C.
RESTAURANT
NEW 6" SS SEE —
SHT. SD-2
NEW C.B.
23° SEE SHT. SD-2 _
F
2�' 6
0
2''1
NEW 6" SS
SEE SHT. SD-?
NEW 8" SD
SEE SHT SD-2
V_ ib
LINE
NEW 6" S SEE
SHT. SD 2
23'P
23.
NEW C. B . --�
SEE SHT. SD-2
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ANSITION I (SDR-35) SD AT 1.0001 8 STA. 1+00B L Qq J vi
23.90 rA CfL -I{I`.?TERSECTION �ip� S /� ASPHALT PAVEMENT Q >
23�0 23.50 - I 23.30 SHATTUCK AVE. S. Fp \� � Z � t�
CDI 22.80 - & SOUTH 6th ST. \ Q c0
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222310 Q UJI a
50 New A.0 0 ABANDED oi
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--- ------------------------- ----------------------- o = I .c�0 ________=_
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3 _ � I 1" WATER SERVICE TO z2�\ �l°' (WATER SERVICE W = oC LL
o Q BE ABANDONED PROPERTY OWNER 1+30 15 LT.
z
TO�BE ABANDONED �- QQe1b I C. F. SHAKE 22.80 J
cQi I EXISTING 3003 MOUNTAIN VIEW AVE. INTER BOX ANC i
22 I /GRAVEL SURFACING RENTON, WA. 1" METER (#KO1509 ) 22 (TYP.) �� ��� Z 0 Q O
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w 24.00
METER BOX 2� 23.30 —EXIST. FENCE CITY - y O
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NEW CONC. COMMERCIAL
PPEQTY I I9 2 90NEw INVERTED CROWN ' I O
z
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23.
NEW C. 0.
SEE SHT. SD-2
I ! I DRIVEWA 20 WIDE Q
T I AT GUTT R LINE II Tr Y
END CURB AT P/L TYP. I GARAGE / EXISTING DRIVEWAY II
23.90 (GONG.) I I I U 0
I EXIST. ELEV. (TYP.) I __I _-__I � II Z D J
--- ---- j I U) II
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---- ;-- --- I/ RIM = 22.36 i; II LLJ
I.E.= 19.96 II I I II 3 U Ile,I—EXIST. E/P (TYP.) II
-- 6" SIDE SEWER
TO BE ABANDONED PROVIDE ASPHALT
w TRANSITION TO EXIST. jl I L
CONC. DRIVEWAY o J,
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30' ACCESS / UTILITY EASEMENT
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NEW INVERTED
2:1 SLOPE TO
EXIST.
20
-
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I
20
MEET EXIST.
GROUND
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EXIST. GROUND
CRUSHED
SURFACING TOP
A.C. PAVEMENT CLASS "B" (2" MIN.
COMP.
DEPTH)
COURSE -
5/8" - (DEPTH
VARIES)
CRUSHED SURFACING TOP COURSE-5/8"-(12"
MIN. COMP.
DEPTH)
CRUSHED SURFACING BASE COURSE-14"-(22"
MIN. COMP.
DEPTH)
Section A -A
N.T.S.
lilt NEW 6" SS
SEE SHT. SD-2
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AS -BUILT per Section 7-4 Ccnst_uct bn Manual
for Municip l Public Works Construction 1973
a� � Is
BY BPrZl 14AO-o..N EN4(2_'5. DATE
APPROVED BY DATr-
RECOMMENDED
it-m n DI—POVAL
/a r,
i}pp;�Wen by 24S A�e
.57zzm+ SRC.+ Oaf
RECOMMENDED
FOR APPROVAL
BY
RECOMMENDED
MR APPROVAL
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