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RESTR/CTOR/POLLUT/ON - II
CONTROL DEVICE \tip { `' ° s. , �I C.B. *6 (TYPE CB-15)
RIM 7--T.10 74.27
INV /2"0 7-0-0.5- 70.92
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^ N .- 9- L /NE v I-405 ON• RAMP r2
---- __ - / 54 58 64 G8
�- / / 56 IN14
ROUND JO L ID L OCK//VG
COVER MARKED "ORA/N" ' / 54
n: / -- --
�8 BENCH MARK:
.. .,•. �/ 56 CITY OF RENTOH B•M EL 5287
OFFSET LOCK/NG FRAMES COVER LSD THAT r c W CL G 5. W. CDR. SECOND LIGHT STD
�
� `� b ,QASE NW. CARGO PARK ENTRANCE
RE5TRICTOR/POLL UT/ON 'CONTROL DE VICE /S I�3K '� �q•0 50. S�'DE OF MAPLE 1/ALLEy NWG
V/S/BLE @ ,EDGE OF OPENING AND DIRECTLY I -
OVER LADDER CLIME DOWV 5PACE /5 CLEAR 1 ti 79.50 T. O. C REFERENCES-
OF Rl�S,ER f CLEAN -OUT G,4TE 69.50 PLAN 1 �. g, I I I I 79.00 TOPOGRAPHY D,P/VE`SIq y ELEV. s
RIM FL �� ° 5' AArA�e y ARNETr ASSOC/A TES .
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• �, W 5 /TE ,D/MEIV 5IONS, 8II& DING
7.� c�'I- LAYOUT PARK/NG TAKEN FROM
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(�p PCA/V.5 A9 y 1091V ANDEPSON,¢O0 CHAIN. CONNECT TD 54"6 rvPEIt =� 5.70% �5-�O% d VALLEY L/NE /TYP.I �� ARCH/TECT.
(VANED GRATE) c 400% /4 ' OF I2"0 C.M.P. 6 OOX -- - 5.70%
GATE AND M CONC. SLAB I
BELOW FRAME, - G. E. •�6�6.8 67.7E /-ooi _t / �(0 80
INV. 36"¢ 8-965 61.51
° INV 6"0 63,15
In 4 , I INV- /2's £466 63.51 a A
a \ p Q >
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I 7HE FACE OF THE ROCKERY WALL SHALL
8s' f P.) vJ
8E INSTA LED WITH A SMOOTH FACE•
o ` 1(Ty
O
w1�1 0.86i 80• o0
SHALLTHE ONG EXTEND NTONOF THE THE EARTH ROCKS
1 �� � � / // \ �p I I N /� / Qt7•$t7 %� G.
OVERFLOW EL. 4
I PROVIDE MAXIMUM STABILITY. ��j Y Z �J\,
I �0 _ ' G"4 PVC. FOR DMAt5POUT,5 (TYP,) _ �'
1 THE ROCK SHALL BE PLACED SO AS , N ,Q �- _ J
'�'�'S 65.I 4 - I TO LOCK INTO 7W0 ROCKS IN THE TIER. x6- � o �- � W Q O � -
MODEL OR-/2"4 RESTiP/CTOR { a� o \ ��/ D-5. 4"4 P.V.G, FOUNDATION DRAIN (TYP.)
8Y CASCADE CUL VERT /NC. I C 3,zo 5T
(OR EO(/AL) SMOOTH WALL I THE ROCK kETAINING WALL SHALL BE /) MAX12 g �I
CONSTRUCTED OF 2 MAN ROCKS(300- v MIN 0" -
,5TU6 /2"0 x 2'LONG I 15001-19S)3MAN ROCKS (BOO- 120OLBS) e 'f}� v w o
Il / I
4MAN ROCKS (1500- 2200) y� 2t / 6 20 , �o�gS/TE
RISER P/PE SUPPORT STRAP i ROCK SELECTION 6 PLACEMENT SHALL BE D _ °0 2 /f
' SUCH THAT THERE WILL BE MINIMUM Of/�/ " A 001
/2"oOF VOIDS. ALL VOIDS BETWEEN ROCKS ' "• bpi OWNSPOUT( yP) pAQ/<
PROPOSED MOTELSHALL BE CHINKED ON THE TACK WITH n •yll(( 4" PVC w�cr .0 :pU QUARRY kTHA TO ELIMINATE VOIDS 1--- 6
/NV. $B-79 602E -'- L/ / $ 1 GReATER THAN 2" / t PERFORATED wa N /ST FLR• EC. 7!'0 • �0 L,
FINISH GRADE ; • PIPE TO SL 32 O 3 IIIIIIIII II I 2N°FLR EL. 61.0 1 F09�
ary: I SQUARE. I I•/ ALONG �m 1 �l
GROUT lTYP.1 I 4 MAN ROCKS SHALL BE USED 12•. III �y1 kOCKERY Q 5 o , ,.•:•; :�� VEP
1 o FOR BOTTOM COURSE `` I
110
I IN ALL ROCK a Y 1 C� CA
?
/ZZ/d CAA \ ` 6 0 OAf P ° I RETAINING WALLS OVER TACKFILL TO CONSIST OF A N
6' IN HEIGHT. 6I
5 7C�% 1 \ I QUARRY SPALLS=4._2' Cod,92 ^ (9 - .I,• I nl
Qs VICINITY MAP
ROCK WALL
CLEAN -OUT GATE ; JIVEAR GATE
FLANGED END- 8Y OL yMP/C N.TS. D.S 4"0 P.Y.G FOUNDATION DRAIN CryP. F
FDY OR EQUAL ? p I - D.S.os- ���0 's
2' 18' 24' /4' I 6 "q P, V C. FOR DOWNSPOUTS (TYP) 1n
aol
. N ,
WELD /2 GA • BOTTOM PLATE
IN/TH / /¢"D/A. ORIFICE d I 32' a I "boo •d'
M.
Co T I D. .
CATCH 6,451A!
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rv
PE II (54 oj
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° d - c V '•' 7' G a
NOTE: 540 6,4LVA/VI BED STEEL I N I I c Il a //8 8
C. S. 57E,0S SECURED 61
Top $ BOTTOM Nor'5,40WN
I C#/ (TYPE C8-C. #4 (TYPE C8-/) OOSECTION /5)
G.E. 7-938 80.67
ALL METAL PAR73 � SURFACES TO BE MADE O.E. Czt2ff 65.46 CA
OF COR,P05/ON RESISTANT HATER/•9LS OR c, (*YAAIFD GRATE) y - I 7 I8' Z 2 20, 24' I '
INV. I2 "0 78.42
GAL VAN/ZED . COMPLETE CORROSION PROTECTION INV. /2 -0 �¢f 62.61 25 8 "d P. V C. C)NSTRUC T o (,. �'°�
MUST 8E 45511REO, ALL /Y/ETQL PARTS <EXCEPT y I I UN R TH! CON TRACT
,4G.) 514ALL NAVE TREArmENT / ASPIWITIC CO
COATINC OR BETTER , DISSIMILAR METALS I W P/?OPO5ED 541Y/TAR SEW',? ( h T o
SHALL 6E SE,oARATEO 6Y MEANS OF [� TO BE COItISTRUCTfDy (5Y p �<0 ao5°So0
N�PRENE (OR EQUAL) GASKETS . THE ♦ OTHERS UNDER .SEPi4RATE 1.I&A)�o
: o.86i S �G qo
SEPARATION OF 0I551M/LAR METAKS MUST I COKTR,4CT. -x _ _ �� I EocK V1CL ti-: • , - G G0
6E ASSURED. 17
RESTRICTOR I G.E. 5ILt 50.59 QS _ 05 Dp , OF \2 6
D�
INV. /2 d ADDED CB I I PIP' Q
I �o 'o,�. 6 GENERAL NOTES
CMP NE 47.48 (IN) G.E. 55.20 I c m
SE 47.29(IN) INV. 12110 51.10 (IN) q � ' 32� � N /
NW 47.18 (OUT) 48.86(OUT) 2 (D bc./00' F /2" C.M.P. / 102L1.ii 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH 1984A.P.W.A. STANDARDS
o r AND SPECIFICATIONS AND CITY OF RENTON REGULATIONS AND REQUIREMENTS AND
70 - 12"p) N
N / SUBJECT TO APPROVAL AND INSPECTION BY CITY OF RENTON.
CMP at 2% 125'- / 2. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE
1 (, 1211Ia CMP at 74% �� p 7 •• •• RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATIONS SO AS TO
OR)VEWAY 6j 4 49'S¢'38 i 2S/ �O' _ c9 AVOID DAMAGE.
C`8 a / O� 9 O Iy O X Q x 2x`3 3. 711E CONTRACTOR SHALL NOTIFY EACH UTILITY AND COORDINATE HIS WORK SCHEDULE
EXISTING GROUND O -'��> I O >�S` Op aS, s cT O WITH THE CONSTRUCTION OF POWER, TELEPHONE, GAS AND CABLE T.V. FACILI':ES.
• O S p 9 4. ALL STORM SEWER PIPE SHALL BE C.M.P. 16 GAGE OR AS NOTED ON PLANS, GASKETS
PROF/LE I Il 5 40•s' 4o•S /� ARE REQUIRED FOR ALL STORM SEWER PIPE.
Dewy //'OF / 0 C M.P. i PROPERTY LINE 5. ALL PIPE BEDDING SHALL BE TYPE T' STANDARD PLAN NUMBER 62. ALL
68 � --yam_ LAND.SCAP/NG 0/ 50.0 .Y PIPE/TRENCH BACKFILL SHALL BE COMPACT, '"0 A MINIMUM CF 95% OF MAXIMUM
67 C. . #,3 T PE C.8-IS RELATIVE DENSITY AS MEASURED BY SAND C_ "�- METHOD ASTM D 1556.
6. ALL TYPE IT CATCH BASINS SHALL BE A.P.W.; STANDARD PLAN NUMBER 55 OR
66-EXT,QUDED CEM. CONC• �� G. (YAAIED GRATE) 71.03 EQUAL. ALI, TYPE 1 CATCH BASINS SHALL CC'"ORM TO A.P.W.A. STANDARDS AND
CURB (TyP.) T ^O ~ IN -7f SPECIFICATIONS AND R.C.P. STANDARD CATCI 3ASIN 15 OR EQUAL.
\ � 66.320N) 66.09(OUT) 7. CATCH BASIN/INLETS FRAMES AND GRATES SHA ; BE ADJUSTED TO FINISH GRADE
-- - C 0Z (TYPE C8-/S -- - - - ADDED C.B. /NV• 6" G6,37
JUST PRIOR TO POURING CURB AND GUTTER AN. PAVING.
64 _ - ' d bN G.E.-81-A (VANED GRATE) 81.48 8. CEMENT' CONCRETE CURB AND GUTTER SHALL COV,ORM TO A.P.W.A. (1981) STANDARD
INV. 12 0 60.38 �, cg
PLAN NUMBER I TYPE A CURB AND GLITTER. E}" RUDED CEMENT CONCRETE CURB SHALL.
63 _ _ G.E. 69.69 INV. /2"0 �!r4�76.90(IN) 76.72(OUT) 0 _ BUI
�� CONFORM TO STANDARD PLAN NUMBER 6A.
6a A 9. ALL SIDEWALKS SHALL BE TYPE B STANDARD PI,i,N NUMBER 14.
62 _IR5,_.S�OF 48 "s$ C.M.P. _ RE,STRICTOR STRUCTURE ti 54 "4 C.6 - T PET! �" 10. ALI, MONUMENTS SHALL BE CEMENT CONCRETE WITH COPPER WIRE OR PACK, MARKER
6/ _ _DETENT/ON TANK RIM 68-3?- (SQL/O LOCK//VG L/D) 69.50 SURVEY BY ARNETT AND ASSOCIATES FRAME AND COVER SIiALL CONFORM TO RENTON STANDARDS AND SPECIFICATIONS FOR
60 INV. 36`0 644- 8O 61.0E _ , 4 Q MARCH 1989 ROADWAY MONUMENTS.
11. ALL BUILDING DOWNSPOUTS AND FOOTING llRAINS SIULL BE CONNECTED TO THE STORM
59 2.•g6•'0�50% - "_ " -- 2"COMP'T QEPTf•/ CL•'8' ASPHALTIC CONCRETE OVERFLOW O3.6665.14 RAN ��' `�'T DRAINAGE SYSTEM UNLESS OTHERWISE APPROVED BY L3PARTMENT OF PUBLIC WORKS.
/%Z" COMP'T DEPTH CR. SURF. TOP CRSE<s/g" -) (,Q/F/cE t� SS.IS V APPROVED BY: 12. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY 111E CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS MUST BE CONTACTED AND A PRE -CONSTRUCTION
58 _-_ 2W COMP'T DEPTH C,9.. SURF, 8,45E CRSE (IIIZ"-) 80rO VN 54.70 ///-20 a MEETING HELD.
f oR D/MEN5I0/YSf INFORMAT/ON NOT 13. ROCKERY WALLS SHALL BE CONSTRUCTED OF SOUND DURABLE ROCKS USING 2 TO 3 MAN
RESTR/CTOR C.B. - 54"0 TYPE // C.B. *5 - 54"0 TYPE // INV /2"0 £$.�6- (/N) 62.2E W DATE;
57 o,nw » ,cn, _L9£/FHVG L/D169 58 G.E. &�67.76 NV /2•.� c�590WAI �5EE AQ H/TECT. PLANS. � ROCKS. SOURCE OF MATERIAL TO BE APPROVED BY CITY.
5�8-(OUTFALL) 60.26 SE 14. ALL HORIZONTAL AND VERTICAL LAYOUT AND CONTROL SHALL BE DONE BY A LICENSED
56 _ /NV /2"0 •&•6--rT9 (/NI 62.2E - - -- --- INV. 6"0 63.15 � ti. 10702 ®. I'•
/NV 36"0 58 �9 61.0E - /NV. /2"0 INV. 12 0 (IN) 61.96 N �f. •�� y _ �. LAND SURVEYOR.
55 6f£� 63.51 f f DEVIATIONS��j. 15. AS -BUILT PLANS AND RECORDS SHALL BE FURNISHED BY THE CONTRACTOR SHOWING ALL
AJ-ENV-12'4 �^-.moo F �cc�2� - - --- - INV. 36 0 61.51 SECTION A- A EROSION CONTROL, /O�A� L�Mp� 16. ITS HALL EFTHE CONTRACTOR'S RESPONSIBILITY TO S, CURE ALL NECESSARY
✓v , v
54 __ _ _ EL. OVERFLOW 69L s 65.14 ROR/Z .• /"= 26' PERMITS PRIOR TO CONSTRUCTION.,
ORIFICE 56-;zO58.1s - - TEMP02A2y E2OS/ON SFD/MENTAT/ON CONTROL S/L4LL 8E P20Y/DED By T+UE
DETENT/ON SYSTEM -y PROF/LE SCALE. o�lzl. =5 0 VEQT: I"= s' EX(5TING FACILITY P2EVIOUSLy APPROVED By TKE CITY OF RENTON FO/0 THE 3-ZZ-89
INITIAL 51 TE G,2ADI1VC
No Date Revision App'd By SILVER CLOUD MOTOR INN Drawing No
Designed B ✓. R.N. A � ���
/ 1//09/87 REV- per CITY OF RENTON
9 Y' _ Approved By N _ �.
2 3/21/89 AS- BUILT
�.° 'oF WasAOR: cAM WEYMOUT-/- OWNER
Drawn By: ._ _ _ M•-Iyt. L .. _ ...__ Date _ 0 8708Z6
- - - - John R. Newel I Inc. P. S. PAV1/1/c, GRAD//VG DRAINAGE PLAN
Horiz. AS SHOWN. 231 Williams Avenue South, Renton, Washington 98055 Phone 255-2190
Checked By: Scale E �d
Vert. ..... ....... ....... �`� r �L Sheet...1...... Of.....1.........
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