HomeMy WebLinkAboutTED4001809.2OL�Tl'-I IA AVE. NE,
43
RELOCATE
- - - EX!5TING G Y POLE
2 O
EXISTING
DRIVE
432
C� 1�E lath GOURT
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TEMPORARY ROCKED
430 ' CONST ENTRANCE 429
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/ N NEW PAVING TO 0 / 1
i s MATCH EXISTING
429. 5 3 �f
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7C
428
331.42'
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ES
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INV 9i 10"I. .
417.26ON-Ne-)
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DEr-INITION
MAN ROCK = 400*
2 - MAN ROCK = &00*
3 - MAN ROCK = 1200*
4 - MAN ROCK = 1ro00*
5 - MAN ROCK = 2000*
6 -MAN ROCK = 2400*
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GsENEfRAL NOTES
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1. THE t=ACE OF THE ROCKERY SHALL BE
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INSTALLED WITH A SMOOTH FACE.
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2. THE LONG DIMENSION OF THE ROCKS
SHALL BE PERPENDICULAR TO THE FACE.
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3. THE ROCK SHALL BE PLACED TO LOCK
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INTO TWO ROCKS ON THE PREVIOUS TIER.
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FILTER FABRIC COVERED
PERF DRAIN SET IN 3%
MINUS GRAVEL
SOLID LOGIGIING LfD 24" E. 417- I5(OUT-kV) ROCKER"' ILiAL�_• SECTION
i
432 ) I I I 428 I Q / - - - - -- -'/ / ro / 42<
ExisTrN a TREES -�,' 424 C2 I NOT TO SCALE
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431 _ ) -Tib BE REMOVED, 424.46' i
430 `. / , - /� 424.43' -�� 0 \
'
421 S( J• i may_----------'424.11' r� r�
U� i-�O E a° `) I 0 ' 421 :.
N. FL. ELEV. 424.50' 42439
��42 9 __ - i 51iz
429 „
, -� EXISTIidCs TREES , , ,426 424.46' - _ _ - - 424AW I �' - ^� 420
/T d REMAIN 1"R
`J - U - ,
I
1 424.43' T4fsHT LINE FROM 424.43'
42432' i R41N LEADERS , - ,�/ 1/2 „R
� � �' 425 - - �YPE �. � _'- 419 •• t:
�0
�� -ice-�� - RIM•42�E'-
I INV 'j1 S 1 "� 2 /-E. 4/(0.82 C,PEST'e(CTOR E I N-E) %v
428 I 42 00 PERFORATED 3 'R -
1 _ OF--- "� S'I419 3i�OF)
FOOTING D �1 1 (N- NW .:
i 4 4.15 � � � ORIFICE � �I 8�• r.E. 92 � )
�4-24 X R4Mp Fp SOLID LOC NCx'LI 2x4 1•E. 4 /8.42(IN-NE) ,�
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` j:20 �' �iOLF 841 P
rn - YAR DTz-O
42 i - -� ' �' 423 2 �1`��°' 42025 Rltl 4193.06 3 411
�/,. - IWV 4'"1.E- 41 OUT -"a) CURS DETAIL
425 420.I5
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424 1 i� \,► , X\M /
I I G1545,�i' 1
4 YARD D 42 RIP) 41,5. 51 33
RC2 INV416:5 12"LE• 4/G�.S(o(lN-E�
JxRIM 4420.1
423 7 gLOP P
421 INV�.8 3 � P TO E% S x� ' IZ"I.E. 4I1c.51 (OUT-N)
- - �8 LE.418. (CX3T-SE Rom` ��5 i IV�
GRADE PATH RAE)1U8
1:50 SLOPE M4XIMUM
RG2 I FILTER FABRIC (SILT) FENCE
422 421 420 419 418�1P TO
S 1 T E FLAN 41� TO MONRC�I_ S
N �r
SCALE: 1" = 20'-0"
* DENOTES ITEMS NOT INCLUDED IN
IN HUD PROCESSING
CONSTRUCTION SEaUENCE
1. INSTALL TEMPORARY ROCKED CONSTRUCTION ENTRANCE. 4. INSTALL STORM DRAINAGE SYSTEM.
2, INSTALL INTERCEPTION SWALES AND SILT FENCE. 5. CONSTRUCT BUILDING, DRIVEWAY 4 PARKING FACILITIES.
3. PEi;aFORM CLEARING E GRADING OPERATIONS ro. REMOVE TEMPORARY EROSION CONTROL FACILITIES
4 RETURN TO ORIGINAL CONDITION OR PER DESIGN.
INV 410.131SOLID LOCKING LID SOLID LOCKING LID
SEE DETAIL 2/C2
DENTENT I ON 6''5TE1'l RROE I L E
NOT TO SCALE
5'-0" 4'-0"
SLOPE 6 'i¢" / 12"
M:
4" CONC. WALK
3IDEUJALK / CURS PROFILE
1/'2" = V-0"
NOTE: CURB 4 GUTTER, CURB CUTS 4 SIDEWALK TO CONFORM TO
--_ CITY OF RENTON DEPT. OF PUBLIC WORKS REQUIREMENTS
4
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Tom• . ; %,
0 ( D
Ditch
Slope
Check Dom Spacing
0
- 5 %
15 0'
5
- 10 %
10 0'
- 10%
50
0.5 Min,
Key Rock Into Swale
0.25' Min.
INTERCEPTOR DI tCH X-SECTION & ROCK CHECK DAM
(FRONT VIEW)
MI 1n. I
.Flow
Flow ,�',' -- ------ -
1 0.5-l'
Key Rock
�---Sup Behind Pock CheCk Corn
��51
m,
Into Swale Sholl Be Inspected Daily 6
Min. 0.25' Cleaned When Collected Debris
Exceeds 1/2 Of Its Depth
NOTE: Rock Shall Be 4" Minus Quarry Rock
ROCKHECK DAM X-SECTION
(SIDE VIEW)
TYPICAL INTERCEPTOR DITCH
WITH ROCK CHECK DAM
ff$ 5- ST
Es . CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
6" of 5/8" (-
Crushed Rock
1 OR FLATTER
r\
Y /
1 U
0
MAX. FACE
VOID 6
--
�I M � .u4p�
nor»
eT» > J
- II
2 or Flatter
9rP-.4'-6" QUARRY SPALLS
APPROVED FILTER FABRIC
MAY BE REQUIRED UNDER
CERTAIN SOIL CONDITIONS
°' CHINK VOIDS, 6" OR GREATER
- 12" MINIMUM
WZ
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o
_ 6" PERFORATED DRAIN PIPE, RUN TO
1I -1 f 1 1 j1 STORM SEWER OR AS DIRECTED BY
I II J`1��➢11 THE ENGINEER
h(hil ID p u ll _ I
12" MIN.
II UNDISTURBED SOIL OR COMPACTED FILL
THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM
STABILITY._
THE ROCK SHALL BE PLACED SO AS TO LOCK, INTO TWO ROCKS IN THE TIER.
1 MAN ROCKS 150 LBS. MIN. 300 LBS. MAX. SIZE 10" IN ITS LEAST DIMENSION
2 MAN ROCKS 300 LBS. " 800 LBS. " SIZE 13" TO 18"
3 MAN ROCKS 800 LBS. " 1500 LBS. " SIZE 18" TO 24"
4 MAN ROCKS 1500 LBS. " 2100 LBS. " SIZE 24" TO 32"
5 MAN ROCKS 2100 LBS. " 3000 LBS. " SIZE 30" TO 38"
*ANY ROCKERY GREATER THAN 8 FEET IN HEIGHT MUST BE DESIGNED AND INSPECTED BY A
LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THFv
CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.
ROCKERIES 7 FEET AND LOWER SHALL BE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM
BOTTOM TO TOP.
ROCKERIES 7 FEET AND HIGHER SHALL BE CONSTRUCTED OF 5 14AN TO 2 MAN ROCKS FROM
BOTTOM TO TOP.
ROCKERY DETAILS DATE SHEET SHEET
.Q 180.90 2
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CUeB, r., L)T T Ee e 31 DE`W4 L K
I NFORMdT ION S1_)PtO f-D 8 Y:
TA�140 4, 5004 7 Es
1 14 15 NE I ZBTH ST.
�I e<LAND, ?V4 96034
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RECOkUVIL: _• . .
FOR APPROVAL
BY
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Project 861055
Date
STREL BLUEPRINT INC./ 110634
SCANNED MAR 2 8 _JJ3