HomeMy WebLinkAboutWWP2701432.94' - O"
MIw
51DE SEWER PIPE
�'►4 BAP,5 -�
1. +a
COWC. WI►JG WALL —�
Z—2." P,V.C, DRAIN PIPE ON UPHILL SIDE
WITH 5 CU.FT. PL" DRAIN ROCK. KEY (. MIN.
DAYLIGHT DRAIN A MINIMUM OF INTO UfJ015TUbE0
10' O" FROM TRENCH, SOIL (iTYP. OF
SIDES T BOTTOM)
PIPE ANCHORAGE & BLOCKING
N.T.S.
NOTE PIPE ANCHORS t BLOCKING SI4&LL gE INSTALLED ON 40' CENTERS
FOR ALL SERVICES. INCIDE.►JTAL WORK INCLUDED IN PER LINEAR FOOT
OF SERVILE.
FILL SPRINGMEAD WITI.1 ROCK CONFORMING
TO SCREtNE.O ORAVEL SUR►ACING
SANDBAGS 4 6RAVE.L FILL INCIDENT%.L
WORI(,INCWDE IN SVRwG H.AD DIOITBM
\\ .
( 4.(MIN.) WASHED
DEA GRAVEL ALL
I � AROUND PIPE
4" NON PERF, PIPE---\ i
I'-O' MIN. COVER
PERF. (OLOTTED)
PIPE WITH CAP
4" PIPE MINIMUM 5'
PROSeCT 10 ►.I
TO CRECK DID ITEM INTO SPRING
BED 50LID PIPC IIJ
CRUSHED ROCK
BEDDING
SPRING HEAD SEEPAGE CONTROL 16
N.T. S. 9
BID ITEMS ARE:
o SPRING HEAD PER UNIT (INCLUDING ALL BACKFILL)
o SUBDRAIN PIPE PERFORATED OR SOLID INCLUDING BEDDING OR PEA GRAVEL
PER LINEAL FOOT
wwp-?7-Igo' 2
W►RiABLE
NOTE : IWCIDE_k4TAL WORK INCLUDED IN OTHER
D.In ITC AAC
S'
Tc
F-
SLOPE ROCKING TO
PREVENT EROSION
.IG
URISED
PROVIPE HILL HOLDER45
ON ALL SIDEHILL
TRENCH RESTORATION
AREAS.
HILL HOLDER DETAILS 12
NO SCALE. -
LI WE
FEE T 30"
HORIZONTAL DPOV E WELL POINTS
> EXTENSION DRAIN PIPE
HORIZONTAL DRIVE WELL POINT
m.-r. S.
THE DRIVE WELL POINTS SHALL CONFORM TO THE FOLLOWING SPECIFICATION:
DIAMETER: 1 1/4"
LENGTH: 3011
OPENING: 60 GAUZE (0.010")
ACCESSORIES: DRIVE CAP, DRIVE COUPLINGS
MATERIALS: STAINLESS STEEL/CARBON STEEL
SPACING: 5' TO 10' ON CENTER AND 1 TO 2 ROWS, DEPENDING ON
EXTENT AND VOLUME OF SEEPAGE
INSTALLATION: DRIVEN NEAR HORIZONTALLY, WITH SLOPE FOR DRAINAGE,
USING 90 LB. JACK HAMMER
NOTE:THE DRAINAGE DETAIL NOTED ABOVE IS TO BE USED AS A GENERAL GUIDE IN
RELIEVING WATER SEEPAGE AND IMPROVING ROAD BANK STABILITY.
BID ITEMS
o 30" WELL POINT DRIVEN TO PROPER DEPTH PER UNIT
o EXTENSION DRAIN PIPE INCLUDING COUPLINGS PER LINEAL FOOT
SEvERAL hIELL hoiIJT5 WERE INSTALL1=v
5UBSEQUENIT LY DETEIRMINED TC) No-r i?E
NECESSARY.
. 1
�/4k,
47
6 �
' .
S
GABIOI.! FILLER ROCK
SIEVE SILC % PASS W & /3
8 100
• ••
• �•
OTES END THE LACIUC• WIRE
ITN AT LEAST 'S TIGHT TuaIJS
G.P.OU►J0 SELVAGE WIRE /
.l DOUBLE LOOP
r 51►JC, LL LOOP
y: �'�Q
L AC NG DE.`TAIL
io-XTE : ALL LACItJG TO �U�~
OE 13 GA . W IKE Q
4u
I i
4151)
OPTIONAL5TACKINcQ-
MtTHOD FOR Q
STEEPER '1 OR YP�
/i lOR % 04,E SEE SECTION
h\Vti FOR F I L.T E R
c
'9
SUBORAI/J- SEE DETAIL NO.15
5E CT 10 f 45
GABION DETAILS 13
. S. 9
NOTE ' ALL GABIONS STACKED
u�t�t rtl Tm r�
—�ri_-i-ti_S_�_stisi
ja�sizZ_tai—__rs_r �stsi�sa-la stra•�J
fAbl.rb
Li
«...1,.. ,.
TYF✓CAC AC
_J!, -- • M - --
III
TVXWAL CA"A7VV
_ Jt.,Ir01 oco IM
J./h s)ro-cM
� 65nPiMf
56
CHECK DAM
TYPICAL PROFILE
NO SCALE
PL��I�FALL
LOPING SWALE rROM SUNSET 6LVQ
CKLEK HYDROXEED SURFACE. SEED
N ACCORDANCE 1J/ SECTION 47- 7_0Z.
OFILE OFSWALE ABOVEP SOIL LAYER TAKEN FROM OF SEWER MAIN.
kil SELECT NATIVE ]
MATERIAL i '
" RETRENC►{ AS REQ'D. FOR
DESIRED CL.IRYILINEAR 1
ALIGNMENT
TYPE ND" BEDDING
I ,
WCORRUGATE0 ALUMINUM /
PIPE IV GAUC+E. LAY PIPE IN /
Ralyom Of GULL.EY, (tSITNE
SLOPE MUST BE MAINT/IINED.
CONI.IECT TO EX15T11JG PIPE
NEAR SUNSET
VARIES A-5 REQ'D.
18' CULVERT IN GULLEY ,4 FOR POSITIVE
— Np SCAL9 SLOP E.
E
AT 5TA. (.7•00 -- LUMP SUM BID.
JOINTING: COUPLING BANDS SHALL MEET REQUIREMENTS
OF AASHo M l4l0 : M 197. JOINTS SHALL BE GASKETED AND
BANDS SHALL CONFORM TO API.JA STANDARD' PLAN NO. 6:.26
DECLEC-rlo 15 OF PIPE AT BAND JOINTS SHALL NOT EI«EED'/2
TJE MAXI NUM SYTHE PIPE-eJOINT tAA"LIF.
LUMP SUM DID ITEM
CONSTRUCT AI\ICNOR BLOCK KEYED INTO
NATI\/F- HARDPAN AT END OF LINE . UsE
Z 1OIRIvE PIPE ANCI-}OR,S CONNECTED TO
F-ACN COUPLINCt.
- ��-- = •"^-� • PLANS FOR. KOAO
BRIDGE CONSTRUCTION
i'�14 EDIT101•t.
TURAL DETAIL'S
,A. RECORD CONSTRUCTION DRAWIN-G
HAMMOND, COLLIER & WADE- LIVINGSTONE
ASSOCIATES, INC. �.•� �'.,
CONSULTING ENGINEERS j ►'� MA0_[�
4010 STONE WAY N SEATTLE WASH NGTON 00,03 fMlN�ltl ltli.11tl
(206) 632-2664
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.r .i w•. w ✓ rw16,
,..w
SLOPL= KOC.KINGOK GA131Ot1S ON CL"A"
SCREENED GRAVEL RASE COURSE
ABOVE NOT SHOW►-1
ACCESS RD. �--�
SEE 0ETAIL 1 /
/
/
Tff:�l
(f" %A%V.1. WA5PE0 PEA CARAVEL
ALL AROUW0 PIPE
A•D.S. QERF. PIPE
ZO GREc►C
SEEPAGE CONTROL DITCH
ROCK CONFORMING TO SPECIFICATIO o
FOP\ STREp.MgED SCOUFli PROTECTIO►.1 ROOF),
"-Oa 0
SLOPE ROCKING 15B
W.T. S. 9
$
��_��Qll
5
NOTE: SCREENED GRAVEL SURFACING WILL BE. CON51 DLR ED
INCIDENTAL AND INCLUDED IN THE UNIT PRICE PER CUBIC
YARD OF SLOPE ROCKING,
10 CUBIC YARD5 OF SCOUR PROTECTION
FLOCK FOR P�AMP' EMBANKME1,4T
\ oo 4i HO►.IEY CREEK
PROVIDE GABION BASKET
TKAWSITION FROM ROAD TO
PIFELINE °Boa. = - BRIDGE ABUTMENTS
GEOMETRIC PLAN
BANK .vv . IN. vL_J IV ry 1 r.vr ILC,
TRA,N51 TI0NS
SECTI o N
BRIDGE GEOMETRIC DETAILS
22'
L = BASIC UNIT LENGTH =-35'.
SEE DETAIL 18 FOR STRUCTURAL PLANS OF BRIDGES.
BRIDGE STRUCTURE (BASIC UNIT 35' LONG) BID ITEM INCLUDES 20 CUBIC YARDS OF
ROCK RAMP EMBANKMENT. EXTRA BRIDGE LENGTH AND GABIONS ARE SEPARATE BID
ITEMS.
RICK G
W*S&l
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
"f ST � �'� HONEY CREEK -PHASE 2
Dir C�STER
SS) '�` DETAILS
OMAI E�`
I p(�wCn MODIFIED To 1'2,1_rL& �'IA1 FK, 3-20-8(0 DESIGNED F, G.K. DATE 4 - 85 FILE NO Z650
I1��Ci_J��JN OF CONsT DRAWN M• K, hX_5'I
57
0�3�ER',iATION RECORt7�; CHECKED FG
SCALE tiOTED FI[LD wool(_ i..IAGK—
NO. REVISION BY APPR. DATE ArPROVED SHEET 9 OF 10
DIRECTOR O/ PU•LIC WORKS