HomeMy WebLinkAboutWWP2701432.8H'iDROSEED ALL OISTURDED AREAS AFTER ACCESS
ROAD AND PIPE CONSTRUCTION IS COMPLETE
JUTE MATEI►IAL 4 SAWK
RESTORATIOW y�
I_ b,-O" MINIMUM z1_11
5 JUTE MAT BAN0K
3 RESTORATION
j 2' 4
j MIN•
COVE
AIDDIT10WAL
57ABtLIZA-TION
SEE NOTE O
R NATIVE BACKFILL MATERIAL.
COMPACTED TO 9S�7o DENS%Ty
TYPE'F 9EDDING OR BAWKKUN (Q E UALCOMPAC-TION)
�' wl 5/s" MINus
CRUSHED ROCK IV
MIN. OVER TOP OF PIPE
ACCESS ROAD TYPICAL SECTION
KEYED NOTES
O THE ACCESS ROAD STATION 30 + 80± TO STATION 68 + 40± LINEAL FOOT BID
ITEM INCLUDES EXCAVATION AND REMOVAL OF SOIL, CONSTRUCTION OF SUBBASE
SAND AND ROCK SURFACING, JUTE MATTING AND HYDROSEEDING. MAXIMUM CUT
BANK STEEPNESS 1:1.
2O REFER TO GABION BASKET, SUB -DRAINAGE, HORIZONTAL DRIVEWELL POINT AND
ROCK SLOPING DETAILS FOR ADDITIONAL EROSION SLOPE STABILIZATION BID
ITEMS TO BE USED FOR SPECIFIC AREAS WHERE AUTHORIZED.
O3 ADDITIONAL TEMPORARY ROADWAY FILL MAY BE CONSTRUCTED PROVIDED THE
TEMPORARY EMBANKMENT WIDTH IS REMOVED AND RESTORED PRIOR TO COMPLETION
OF CONSTRUCTION.
O4 PROVIDE 4" MINIMUM SAND BASE CLASS A SCREENED GRAVEL SURFACING.
O CONSTRUCT 8' PERMANENT WIDTH ROAD SURFACE OF MATERIAL CONFORMING TO
SCOUR PROTECTION ROCK 1'-0" THICK. FILL LARGE VOIDS WITH 5/8" CRUSHED
BEDDING MATERIAL AS REQUIRED FOR SMOOTH RIDING SURFACE. WRAP ROAD
SURFACE AROUND SUBBASE TO PROTECT DOWNHILL SLOPE.
PROVIDE 6wD SLAKE E REST>•AI►JER LAP
UAPAaLL OG ALL.EP1rI/J61 6PEL161EG ISe mfercUQE
EXTEND SERVICE AND CONNECT TO
FORESTBROOK TOWNHOUSES' HOTIUS
OUTLET AFTER TE/-TIWGI 4 ACLEPrA►JCE.
(f`(PI(AL Oi ONE SERVICE. OQLY.) /
30'MINIMLJM COVER
HILL HOLDERS W JUTE ,
MAT EROSION PF,07ECTION
MAYMENT INCLUDED IN COST
OFSERVICE LAiERALL)
5EE DETAILS NO. B
1r YP
`— PIPE ANCHOR W/13L0cKING4-17RENC-H
DRAiw SPACE AT 40' CENTERS ALON4
-'-
HILLSIDES hREATER THAN 3011..
(;1YMENT INCLUDED IN) SERVILE
LATERALS SEE DETAIL NO. II
DLICTI LE IRON SIDE SE W E R
WI'f1.1 scwpS AS REQUIRED;
RESfpuII.IER JOIur Al- APPROVED BY Eu(.IIJ&ER.
'SANITARY SEWER 'TEE.
6' OR 8' SIDE
SEWER SERVICE 6
NO SCALE Q
WC'fE: UsE RESTRAI►JED JOIkK
GASKETS FOR ALL VIM 'I'D
ACLO"MOVAiE PRESSURE'(E!C(,
NOTE , USE SAME DETAIL >c BID IJEM FOR 8" LATERAL
INIE.RCEPTOR IN M.E. 11 1t1. P L, St E SNEEZ 7,
4NWjD-2%—/4y?
FEpGUlON a SONS INC 8151E
SPAW1IIN6 GRAVEL.
IOQ' NO ITEM (by TON) ♦ ZA
FINI WED SURFACE TYP. 5PACING
GM�E OT STREAIABED
VARIES♦ 1�
INSTALL IS'LONG EROSION ROCK GROINS 1'JL.P.
TYPICAL PROFILE
STREAM SANK RESTORATION
(SEE SPECIFICATIONS)
STREAM INVERT
TREWCH WIDTH SELECT SPAWNILJG GRAVEL
9'-O" MINIMUM Ii+S"AVERAGE DEPTH
odlC�+� 1'-0" MIWIMUM LAYER OF
i pp I�'�CQ�CO ��o��'p SCOUR PRC1fEFL CTION OCK
O.�O
— 5/8"MINUS CRUSHED PLUCK,
BEDDING MATERIAL,
4' MIN.-1Z"SANI'rARY SEWER PIPE.
'AVERAGE CROW HEIGHT (V OR 6" SIDE SEWER
VARY HEIGHT 4 SHAPE OF
GROIN AS DMLCTeD DY
ENGUJEER. NOT REPLACED
AFTER I-Is-Btp sTop,I'9
TRENCH SECTION IN STREAMBED 2
N. T. S. 8
STREAM BED AND VICINITY SCOUR PROTECTION LINEAL FOOT ROCK BID ITEM
INCLUDES FULL TRENCH WIDTH REPLACEMENT OF NATIVE MATERIALS WITH A ONE
FOOT COVER OF GRADED LARGE CRUSHED ROCK.
IN ADDITION A 15 FOOT LONG SHAPED GROIN CONSTRUCTED OF SCOUR PROTECTION
ROCK EVERY 100 FEET SHALL BE INCLUDED AS INCIDENTAL TO THE STREAM BED
SCOUR PROTECTION ROCK BID ITEM.
FOR STREAM CROSSINGS REFER TO DETAI N3,
8
dAN. 18, Ig8(D 100 YEAR 513R,M DAMAUED SOMF_ STI`,tAf\l SCOUR
AND ADD!-II IONAL SCIOUR ROCrl'�, ADDED.
a" DROP CONNECTION
LIM11S OF I,LJMP SUM BID
ItEM
lA
k
w
I
I I
I
II
I I
I I
RESIL-1EQt
ADAPTOK
I !
I I
8" PLUG W/SAFETY I I CHANN E L-
CHAIN ATTACHED I I
TO MH RUNG I I
I I
N �
— W
MH03 — CUT INTO AND CONNECT TO EX. 8'
COTTON a STRE44PEO CHAI.NJEL
j�l U0
ua o0
oc)* 1.) l-)LI r _7 z,o'., .. o ,lam 0,*(Jc o• C,
It" SAWITARY SEWE0. ''�� \C,�L G�\ C __/a 0[J
(011 SIDE SEWER p
\ (., C 0\^�0��^� G
PLAN
REFER To DETAIL
FOR CROSS SECTION
THICKEN SCOUR ItOGC TO MATCH STREAM BANK CROSS-5ECTION
LIM115 OF 5COUR CROTECTIOAJ -J
ROCK AS APPROVED
o�
Q. SPAWNING. GRAVEL On O°
�jUUd�O oc,.-• oflDV J
PIPE EEDDI NG
5EGTION 'A -A'
STREAM CROSSING DETAILS 3
N.T. 3. Q
REFER TO DETAIL NO. 2 FOR TYPICAL CROSS SECTION OF EROSION PROTECTION
ROCK & BEDDIDNG.
THICKENED DEPTH SHALL BE INCLUDED AS INCIDENTIAL TO THE STREAMBED
SCOUR PROTECTION ROCK BID ITEM, PLIk L.F.
U5E HILLHOLDEF� FOR
MAY ANJCHO R . sF.V-
DETAIL IJO. Q-
(PLACE HILLHOLDERS
UNDER MAT y STAPLE
MAT TO HILLHOLDERS)
I
T1KE.NcI-I FoR
SEaVIGES ( MAIN L
V'AR/
VE EN�ISr�TENV
A T7 OR6Eo
N
JUTE MAT STFt I P5
FOR ALL 5TEEP
UNDEVELOPE D
AREA 5LOPE-5
/ SEGREGATE AIJD REPLACE
�i TOP SOIL MATERIALS
■��Tr ���� !�l�AAiw�■ ww wow w�. w�.
N-T, S. 8
NOYE JUTE MAT TO BE INSTALLED WITH HILLPOLDERS
ALOIJ(_i TI-(E P PEUIJE 7RE�1C.N.
JUTE MAT ; HILLHOLDERS ARE INCIDENTAL WORK IhiCLUDEO IN
O'T1-1ER F510 ITEMS.
NOTE DUGLLE,TRON PIPE ANO CRI•-FTG'S. AFiE ILLUSTRATED.
USE TMRUST RESTRAINT TY►E GASKETS FOR ALL _101NT3,
POLYETHYLENE PIPE 4 FrvTIWC5 WITH WELDED _30%NTS MAy
BE USED IN LIEU OF CAST IRC".
CONCRETE MARKER POST
COUCKETE ENCASEMENT (It" MIN.)
I' AROUND BENDS AND WYES
/ RISER WITH CAP- SEE SECTION
� I2" D.I. PIPE
+T . �.
+OF-9 12" &AST IRON -TRUE 1AYE
F .
43S>yS. .ST RE AMB E O
'
' _! GRAVITY FLOW
-r•- 5TIf•ET�TJT FLOW
It'SANITARY SEWER PIPE
MARKER POST, SAME PLAN
AS VALVE MARKER
POST SEE KENTON
STAI DARD DETAIL.
~� BLIND FLO. SET 5'-0I AISOV E
DESIGN FLANGE FOR STREAM INVERT
MINIMUM SPECIFIED NIC,H WA1E0. FLOW
HYDROSTATIC TEST
PRESSURE
2. 12' CAST IRI
45' ELBOWS
r141
vi
ALL JOIN!
71HRJsr
1 -, RtSYRAINIFp ''��
1Z' DUCTILE IRON PIPE
O°a rTR
0 00 fCAST 1 RON
UE WYE•
I �
VARIES j �j-�/
SEE DETAIL
No. z
OUT�ASSEMBLY l 4
►•a.t S. t� /
I ..._YPIPE
IN rzC)AD CLFANO'JT F�ALK UP FLAIN +�
EXTRA MID- RAIL. PIPE DRACE
t ROD EACH SID G
9 51NGLE. LEAF G' a�
GATE OPENING
1
4I-0 — TO p�CCESS
ROAD
PROVIDE HEAVY S/b"
CHAIN PADLOCK
HEAVY CORNER
POST EA. END
PLACE GABIOhJ5,Ow
BANKS WHERE
DIRt=GTED (PAID
FOR AS SEPARATE
gID ITtM�
ACCESS ROAD GATE & FENCE DETAIL
S /43
GAS 146E
STUD PROJF.LTIOtJ AS REWC)
® To FI-f WI-fH1►,1 CA5-riN(j,
SPO-T WELD SOL'(5 "rC)
-- MAQHOLE FRAME ItCOVER
OLYMPIC FOULIDFky NC`.
S91 1 OR EQ UAL-
1 Z" FLANGE
3'-O" SQUARE 2"CL_'b'AsPHAL.T*2"CRUSHED
CAST IN PLACE ROCK,q' MINIr�lU1�l AROUND
GOPIC.CALLAR 6" RIM.PAYMENTSJ4eLL BE
IIJCLUDED IN APRO►J.
GPMAVEI: ---A CE5S
O co
IZ' CAST IRON PIPE
(o" CONC. APRON W1 6, (0 10/ 10 WIRE FABRIC MAY
BE USED IN LIEU OF ASPI"iALT APRON.
CLEANOUT APRON WITH CASTING
7-OR CLEANOUT ASSEMBLY
N.T.S.
PRESSURE TREATED WOOD
DLO(K 3HAPED To rnovloE
SNUG FIT CENIND PIPE
40
\ � W
/ i \ D
CONTRACTOR SHALL
CAJT INTO F-A I ST.
C14ANNE.L AS REQUIRED
TO INSTALL RISER AS
SHOWN,
HANDLE POSMONED TO
PERMIT ACCESS
SUBMIT-.)OI►.IZ FOR
ENGINEER APPROVAL
PROVIDE ARTICULATED
EnTENSION PtRMANENTLy
ATTACHED TO OPERATING NUT
ADJOAG
srrrLr�� is _• I I 1_
RESILIE"T ADAPTOR
COUPLING —�
I
DRILL GROUT 0•
IW Tit EAOCO ,P
1 INSE�tTS
`. X4" BOLT,
I.E. 379.Z
WIDE GALV, 3T L.
�•�' F� STRAPS
q,
9 d0
MA
Lu Sly
r,
O,t
12"OLYMPIL FOUNDP,Y MUD
VAL\/E, OR Fee) JAL.
2 5ET5
2- 3AV GALVAMIZED
ANCNO K BOLTS
/ 2- 2' - I/iL' GALVANIZED
SADDLE CLAMPS
WOOD i3L0ci S
SM DETl,IL ABOVE
`I 1V' D.I. CL. 50 RISER
LENGTH At REQ'D,
NEW
WTERCEPTOR
���, �i
� BREAKOUT i CONS'FUCT HEM:
GROUT CHANfQF_LING w EXTEND
ABOVE FITTING AS SHOWN
JACKkAMMER HOLE 10,J B01TOM
D.I._j OF MAIJHOLE
NEW I2 I.E. ST7.Z 17" D.I. o50" BEND, WIJ w MJ
yP'pG
�OoCKa wAsti, 'F�
,E
y \F 5830 0 / Q
Ore -
4 ss/OMAL
�RECORD CONSTRUCTION DRAWING K----�
HAMMOND, COLLIER & WADE-LIVINGSTONE y I LRVio MT DIPIEDTO REFLF_(_T FV-) FK 3-20-Es(o
ASSOCIATES, INC. +�++ �'�,� INCLUSION OF CoNST
CONSULTING ENGINEERS ,arr• WADE U�SEI�VATI(�N P,F.GOF pep
4010 STONE WAY N SEATTLE WASHINGTON 96103 m"T."1M dx
632-2664
NO. RNISION I SY I APPR. DATE
EXIST. M.H; CONNECTION_ 10
LUMP SUPS 6ID ITEM
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
HONEY CREEK — PHASE 2
DETAILS
DESIGNED F• G. K, 8 ✓
DATE 4 - 8 S FILE NO. ~ _
DRAWN M • K
CHECKED FG SCALE A10TED FIELD BOOK_ PAGL_
APPROVED SHEETOF /U
1