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4;/7-C14 APP/QOJC. /7'Lf a{'RD. e
r I.
;M m. I _
Flow
--2, 2 .
Fl4i,
�tp:e� 0.5-I�Sty Rock
Into Swam — s
Min. 0.25' 2' %0'1'
1.0 !'� �� �` 1.1 0.5 Min.
Key Rack IMo Swale
NOTE: Rock $hall Be 4Minus Quarry Rock 0.25' M,n
Swale Flow Lire
ROCK CHECK DAM X-SECTION DITCH X-SECTION & ROCK CHECK DAM
CUE CK DA1W DE TAILS AlT
NOTE : TO BE PLACED IAI TYPICAL 90A57/0E
0/ TCf-I AT STA. 72 4 67, 73 f 67, 74 t 67 E 754 47
TO /Y!/N//Y"//ZE VELOCITY _c EROS'ION
60'
/6'
12,
2" CoMPT. OEPTN 5"Cement
CLASS 5 ASPHALT Concrete
CONCRETE 5/dewa/k
<Ti3O.)
2Vo
r e Cement Concrete
Cvrb F Gutter
— I//2' MIN. COMPT DArrN CRU9tAkO JVAP'ACMW
rote C00Aas
— 2 //2' MIN, COMP 0FP1H CMJSWV AUP1J ACM0
,!' 5411E COVOKSE
— a►PRAv!'Z A,AM&r • CLA-95 A - MAY 9W let+/'CUMM
culrwafta ON .5ofi. C'Cnra/T%Wy
TYPICAL. STREET SECTION � iroT 91101CALA
TN Mint.
(100• Swim
e.e.. 141„0�
(160• Swim@
14' or 20'
3' - Types 1, 2 A 3
2' - Typos 4, S ! 6
C'r70--] /el L //V/C GATE DETAIL
L;' /-//GN, 20'IN/DE PER /981 A, -WA STD.
PLAN NO. 77 (`-5EE S1-17," / OF 2) NTS'
4 TO BE KEY PADLOCKED, KEYS 7D CITY OF RE14TON
,4/V0 B. P.A.
ROAD
C LC7 S E D
4 8O X 30•
BLK.ON SILVER(REFL.)
5I6N DETAILO
NOTE : TO BE PLACED ON CAIA11V L /NK &ATE
(2) / EACH CENTERED On/ EACH /O'
SWIA16 GATE. A/TS
'I
e r}
VARIABLE.
.
EXTRUDED CEMENT CONCRETE CURB.
DETAIL rAIX)
(USED ARDUNO PER/METE1e OF CUL-0E -SA C dNLY)
SEE 514T ! OF 2
I
a�,r1IM1M� i r
17 Ilk,
fl
C" — M LAPAl.171
/ — SU[X W$E1 GATE IS D%M
WELD 0" M CB FRAW
N
it;
NOTE - ALL STEEL FARTS AND
SURFACES MUST BE GALVANIZED
CATER 4 A_ND COATED WITH ASPHALT
(TREATMENT 1 OR BETTER)
APE Ir—t 46wDIA. W/O- // 5EPARA iOR
J�"1ROFlL 416 Vl E W NO 5CA L E
C 'S * 1, 4 0 G (SEE 5,4e6 r / oo'Za
0.5" GALV. OR
NON -CORROSIVE
BOLTS AND NUTS
END VIEW
4 EA. 0.25"x 2"x 5" STRIPS
WELD TO 0.75" DIA. FRAME
f n A P1t' TT1,1T T-1rVn kR7 V
,MAX 3" SPACING
0.25"x 2"x 5"
STRIPS
�- 0.75" DIA.
FRAME
— 0.75" DIA.
ENDS TO BE
WELDED TO
0.75" DIA.
FRAME
ALL STEEL PARTS MUST BE
GALVANISED AND ASPHALT
COATED (TREATMENT 1 OR
BETTER) .
RKA 51-I RACK DETAIL
TOWNSEND-CHASTAIN &ASSOC., INC.
NOTES
1. ALL WORK AND MATERIALS TO BE IN ACCORDANCE WITH CITY OF RENTON
STANDARDS AND STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC
WORKS CONSTRUCTION 1981, PREPARED BY THE WASHINGTON STATE
CHAPTER OF AMERICAN PUBLIC WORKS ASSOCIATION (A.P.W.A.).
2. STORM DRAINS TO BE CMP (16 GAUGE GALVANIZED) WITH TYPE F JOINTS
(ARMCO HUGGER OR EQUAL) OR CONCRETE PIPE WITH RUBBER JOINTS
EQUAL TO ASMT C-14 CLASS II (EXTRA STRENGTH) AS NOTED ON DRAWINGS.
BEDDING TO BE PER A.P.W.A. STANDARD 62, CLASS B.
3. THE FOLLOWING A.P.W.A. OR CITY OF RENTON STANDARDS WILL BE USED:
TITLE A.P.W.A. STANDARD NO.
STANDARD CURB INLET TYPE IV 57,58,59
STANDARD PRECAST CATCH BASIN
TYPE I 50,51
TYPE II 53,54,55
CEMENT CONCRETE SIDEWALK,
5" THICK 14
CATCH BASIN FRAME & GRATE TO BE CAST STEEL OR DUCTILE IRON.
4. MINIMUM OF TWO (2) FOOT COVER OVER STORM DRAINS.
5. ALL INLET AND CATCH BASIN FRAMES AND GRATES SHALL NOT BE AD-
JUSTED UNTIL IMMEDIATELY PRIOR TO FINAL PAVING.
6. STORM SEWER BEDDING TO BE CLASS "C" WITH BACKFILL A MINIMUM OF
95%COMPACTION. ALL STEEL PIPE TO BE GALVANIZED AND TREATMENT
1 ASPHALT COATED. (ARMCO HUGGER OR EQUAL WITH TYPE "F" JOINTS).
7. CUT AND FILL SLOPES SHALL BE SEEDED WITH TOUGH HARDY GRASS AT THE
RATE OF 180 LBS/ACRE MIXED WITH 200 LBS/ACRE OF 12-12-12 FERTI-
LIZER. GRASS SEEDING WILL BE DONE USING AN APPROVED HYDROSEEDER,
OR AS OTHERWISE APPROVED BY CITY OF RENTON.
8. ACCURATE VERIFICATION AS TO SIZE, LOCATION AND DEPTH OF EXISTING
UNDERGROUND CONDUITS OR UTILITIES SHALL BE THE INDIVIDUAL CONTRAC-
TORS RESPONSIBILITY. PLAN LOCATIONS ARE APPROXIMATE AND FOR
GENERAL INFORMATION ONLY.
9. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR
PROPER SEALING PER CITY OF RENTON REQUIREMENTS.
10. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR, IF IN THE OPINION OF
THE ENGINEER, THE EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT
SHALL BE EXCAVATED BELOW GRADE AND BACKFILLED TO GRADE WITH SAND -
GRAVEL, CRUSHED STONE OR OTHER SUITABLE MATERIAL.
11. EXISTING ROAD SURFACE TO BE REMOVED AND REPLACED PER DESIGN
PROFILE AND SECTION. ADDITIONAL. PAVEMENT MAY NEED TO BE REMOVED
AS DETERMINED BY CITY OF RENTON TO FACILITATE THE PAVING.
IAV
111111110
/ 2-3-84 REVISED PER CITY of RENTON S. F. C.
REV NO DATE DESCRIPTION APP. BY
CLIENT
JACK50/V DEVELOPMENT CO
PROJECT C YPRE55 POIN T OFF5/ TE
ROAD IlWeROVEMENT5 42
DRAWN BYACF o SCALE AS .Sf-�OW/v SHEET O
APPROVEDACF// \O DATE / - 24 -84 JOB / 09 -7 OF _ 2
#aP2 � 1704
BY'6
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