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T
C/)I
00
O
430
420
410
400
390
380
EXISTING.
CULVERT—/.'
NEW STRUCTURE, SEE THIS
LATERAL PROFILE DWGS
;UCTURE NOTE DWG FOR
:TAILS
EXISTING STRUCTURE AND /OR
LVERT TO, BE REMOVED
STORM DRAIN PIPE /CULVERT
-0 DRAIN
RAIN INVERTS ARE MEASURED
NITER OF CATCH BASIN.
E BEDDING AND BACKFILL PER
TO PLAN B55. 20 -0
5 SD13 TO SD17 FOR
LATERAL PROFILES.
INLET PER CITY OF RENTON
D PLAN B010.
1 PER RENTON STANDARD
B012.
2 PER CITY OF RENTON
D PLAN SP 6027.
' MH PER CITY OF RENTON
D PLAN SP B071.
DES, MANHOLE RINGS, AND
LL BE OF LOCKING TYPE PER
NDARDS IN RIGHT –OF –WAY.
9. CATCH BASIN TYPE 1L PER CITY OF
RENTON STANDARD PLAN SP 8014.
10. CONSTRUCT CURB & GUTTER PER CITY
OF RENTON STD PLAN SP F015.
GENERAL NOTES: Q
1 A
t
_ ..........._ ................... SO DI R PILE UNDERDR IN
......._ ................................_...__........................................_.._....................._........................................_...................,...._.................................._......._.................................._........................ . ..._........__..................._.._..._..................................... ..._....................;...... , , 430
( CB : TYYPE :2::48 ".:::::::::I:::. ' :: ::............::::::::......... CB : TYPE :2' :48° ::: ' :I' :::::.. r. :::::::::::::::::::I::::::::::� ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::�:::: I CAP END. DO NOT TIE INTO
i ;.... ;.........(.......... 1......... ( ..............
I.........I.........� 5.....I......... (........ 7 ..
.... ..
50;0: (31 9. . ..... I ......... t31i2::LT} :..... ROADWAY STORM SYSTEM.
f.. .......1 .........:::::.....!/\• a „•,.•,•R �c .......... {..............� terra -Am rn I... ;CB TYPE Z:: AB � – – ( ;.. l
S. GU
KC MAP NO. 316-12
33301 9TH AVENUE SOUTH
CALL 48 HOURS ® „� FEDERAL WAY, WASHINGTON x
BEFORE YOU DIG BERGER/ABAM 96003 -2600
1 -800- 424 -5555 _ __ E NQ I X E E 1,B I X c. volcE: (206)431 ^2300
Lost Sm<d w HEd 5m OS 2W8 of 04•5 1iM bY.Seom Fk N c a 12oNIFA iff-O - ai2icA0DId— lv78- ,viadr &w, ;
420 ROCKWALL
SOLDIER PILE WALL
410 STRUCTURAL
EAR-h' WALL
400
390
380
i
1
10 0 10 20 20 0 20 40 = '
VERT HORZ
scale feet scale feet KEY PLAN
;IONS NAS s i6 a6 °° E5 CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE 3/21 /Of
3IONS NAS 8 25 06 RENTON RECONSTRUCTION
o ARM acw DATUM Planning /Building/Public works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS . e
°�sc�'i Approved For construction SANITARY SEWER AND DRAINAGE SD10
RENSION BY DATE APPR�� II°""°°0.Y Robert M. Hanson P.E. Date PLAN AND PROFILE - SHEET 7 '°' 78 jg