HomeMy WebLinkAboutR-438104Vw1vI1l"Ir1f 1% 1 will 1A�wr1IR1 1 1 1 IL-W
NO.
ITEMS
QUANTITIES
UNIT
FINAL
I.
MOBILIZATION
LUMP SLIM
L. S.
100 %°
2.
CLEARING AND GRUBBING
LUMP SUM
L. S.
100%•
3.
REMOVAL OF STRUCTURES AND OB57RUCTIOHS
LUMP SUM
L.S.
Too %•
4.
ROA-DWAY EXCAVATION INCLUDING HAUL
31 c
CU. `(DS.
304.5
5.
UNSUITABLE FOUNDATION EXCAVATION (PEAT) INCLUDING HAUL
9,800
CU.YDS.
7170.
6.
SPECIAL GRAVEL BORROW INCLUDING HAUL
40,400
TONS
33996.7
T
WATER
65
M-GALS.
20a83
8.
STRUCTURES EXCAVATION CLAS5 "B" INCLUDING HAUL
226
CU.YD5.
117. 5IJ
9.
GRAVEL BACKFILL FOR PIPE BEDDING
9
CU.YDS•
31.
10.
CRUSHED SURFACING TOP COURSE
650
TONS
BIc�. c•J
It.
GRAVEL BASE
18,550
TONS
I II.')O.15
ASPHALT CONCRETE PAVEMENT
12,
ASPHALT CEMENT FOR TACK COAT
I
TON
C • C
13.
A51PHALT CONCRETE CLASS "B" ( INCLUDING DRIVEWAY)
335
TONS
c ? 1. ~
OTHER ITEMS
14.
POLYVINYL CHLORIDE (PVC)'DRAIN PIPE- 4" DIA.
240
LIN.FT.
454. -`
15.
SCHEDULE 'W' CULVERT PIPE -1 Z" DIA.
280
LIN.FT.
16.
TR. I STEEL CULVERT PIPE 0.064" THICK -18"DIA.
12S
LIN.FT
13�.
17.
CURB INL.Iw7 ME- K
7
ONLY
T
16
CATCH BASIN TYPE I
3
ONLY
.7•
1q.
CATCH BASIN TYPE a - 48'I DIA.
I
ONLY
I. ,
2a
SOLID METAL COVER FOR CATCH BA51N
I
ONLY
I,
z1.
SETTLEMENT PLATE
6
ONLY
Z2.
ROCK SPALL PROTECTION
25
TONS
I ). 0 "
7-3.
F11TER FABRIC FENCE
2,600
LIN.FT
z4.
DITCH EXCAVATION INCLUDING HAUL
330
CU. YDS.
zs.
SEET*IC FERTILIZING AND MULCHING (SEE SPECIAL PROVISIONS)
LUMP SUM
L. S.
2G
DETOUR SIGNING
LUMP SUM
L.5.
+'`�'-+
zT.
LABOR FOR TRAFFIC CONTROL AT FIXED PRICE ( * 16/HR.)
800
HOURS
42'
VARIES GRAN
( SEE PLANS)
ELI ,,,I
I
i
77,-
'LIMIT OF PEAT ExCAY
(SEE SCHEDULE OF
iLTER FABRIC
PRELOAD ON THIS 5HEET)
FENCE C 12 THE
LIMIT OF PRE -LOAD
TOE OF SLOPE)
CSEE SCHEDULE OF PRE -LOAD
ON THIS SHEET)
W
_z
J
GRAVEL BASE
wVARIES
1
z.
F
SEE PLANS)ujw
-r -
II
C.S.T. C. A.C.
w SHOULDER ROADWAY
f z_ iI TYPICAL PRI SETTLTiMEUI I GRADEDF_
EASURE
PLATR R0D t 0 PIPET
�ILI � EXIST. WELD TO THE
fG�E PLATE)
j d t GRAVEL BASE / TyPICAL
X 1W 57TTL F-MLMT .
� �, ,� _ _ PLATE(18ici6ic8
METAL PLATE)
GRAVEL 809ROW A C. C.S.T.+
-' PAVEMENT SHOULDEK-
PRE-LOAD
GRADE " I u1
W STA .15 + 0 O , 0 N LT . �--GRAVEL BASE C F TTLEMENT PLATE
W W ILJ FILTER FABRIC FILTER FABRIC �3d be
�w
_ FENCE, F
.T.C. A.C. ' ' �� FENCE
uj
z C.S
W d + GRAVEL SHOULDER ROA WAY EXIST. GRADE ��� w
Z
TYPICAL
I� SETTLEMENT BASE P DAD
cn 4 _# 5PECIAL GRAVEL SORROW
�w PLATE I
o f&W STA. Z Q. 0 0, OK RT. -ems
m q
- _ i TYPICAL +
� i SPECIAL SETTLEMENTGRAVES. BORROW PLATE
STA. Z7+ 50, ON LT. I Eu
FILTER FABRIC Z
+ EXIST. .. FENCE -1 a
W TYPICAL. GRADE- GRAVEL SASE~ '� \
z SETTLEMENT PLATE ,
_j r FILTER -- GRAVEL BASE
3 FABRIC SPECIAL GRAVEL BORROW
oC FENCE �-
s r SPECIAL GRAVEL BORROW STA . 1 9 + O O , ON R'T-
4�
_ NOTE � STATI ONI NGS SHOWN FOR SETTLEMENT
PLATE INSTALLATION ARE APPROXIMATE
STA. 60+00 , ON L?.
STA. 84t00, ON LT- 3TATIONINGS ONLY, EXACT 9TATIONLNGS
TO BE DETERMINED BY THE ENGINEER
IN THE FIELD
SETTLEMENT PLATE INSTALLATION DETAIL
734+7 EXIST. qRAVEL DW%f. 014 LT. OKOEW Zo T.i
I
NOTE: CENTER OF DRiVEjWAX OPENIN 5 @ 73+(60 u-J
SKE 100 LT., 0 N6 FOR )fill RIVE WAY --
7 1
ex, 70'
I
i
5'MAX
do LIMIT OF PEAT EXCAV.
(SEE SCHED.OF PRE -LARD
ON THIS 5HEET)
LIMIT OF PRE_
-LOAD
(SEE SCHEDULE OF PRE -LOAD
ON THIS SHEET)
R/ W R/w w
VARIES (SEE PLANS) \ 'Z� 2'
z 11' 11' 3
EXIST. CONC.CURB a j 4' ItELEV.-SEE SCHEDULE OF
(FROM STA.81+04 oe Te: f GRAVEL. BASE \ I EXIST. SLOPE , PRE -LOAD ON THIS SHEET
TO STA.86+17, > eon \j JO !0
ON RT.) GROUND i
FUTURE SLOPE
FUTURE � `' 3"MIN.COMPT.DEPTII CRU5HED
� OFILE GRADE Z' _ _ �, 3'MIN.COMPT. DEPTIi
2 � SURFACING Top COURSE
, , , ,.
PAVEMENT
/
�.
FILTER FABRIC
FENCE (@ THE
TOE OF SLOPE)
�, CR115H1� SURF.
ZaPcauRs>r .� vAR1Es
VAR I ES
_ -
VARIES VARI
- ! _
--
i
-� „��� ~`
SEE SCHEDULE OF PRE -LOAD ON
�- �,�
2iz EXIST.
I
SPECIAL
f
GRAVEL BORRraW L J
_ ,.-- -
..,- ' h
- - SPECIAL GRAY L
THIS SHEET
T'..
(SEE SPECIAL
PROVI310N
` �' +n
,�
- lRROW
id MIN. COMET. DEPTH ASPHALT
(OW
SEE SPECIAL
-SPECIAL GRAVEL BORROW
CSEE
5'MA
"'
w
CONC.CL."S"(WEARING COURSE)
PROV+s)oHs;
EXIST. ASPHALT PAVEMENT SHALL_
SPECIAL` PROVISIONS)
GRAVEL BASE\
o
IK MIN. COMPT. DEPTH ASPHALT
I
„
BE PIfLVERI3EED INTO 13 SEG[vIENTS
VARIES
VARIESj
11
LIMIT OF PEAT EXCAV
I FUTURE PROFILE GRADE
Q
arc
CONC.CL.' B"CLEVEUNG COURSE';
,+
I
OR LESS CSEE SPECIAL PROVISIONS)
LL 4 MIN. COMET. DEPTH CRUSHED
(SEE SCHED. OF PRE -LOAD I 'EXIST. PAVEMENT SURFACING TOP COURSE
LIMIT OF PRELOAD ON THIS SWEET)
( SEE SCHEDULE OF PRE -LOAD LIMIT OF PRE-LOAD001
ON THIS SHEET) (SEE SCHED. OF PRE -LOAD ON THIS SHEET )
TYPICAL SECTION 'A"
STA.'71+50 To STA.i3+25 CTRANSITION FROM ExIST. TO TYP. SECT "B")
LLI
J 4Z' R/W 4Z'
3 3"MIN. COMPT CRUSHED
SURFACING TOP COARSE I p l I' Il VARIES
VARIES VARIES
CSEE P1_ANS) GRAVEL BASE 4- ELEV•-SEE. SCHEDULE CSEE 01_Awe I
t Ex I ST.-/ NOTE : PRE -LOAD TAPER >u I 01: PRE- LOAD ON THIS
PAVEMENT TO EXIST GRADE Ca J , , �� SHEET I ?
THE END OF PR03ECT VARIE _ VAKIES CARIES V IES 3"MIN. COMPT DEPTH II
1 �T CRUSHED SURFACING j
h (3TA.83t25 04RT. �_ FILTER FABRIC �r1 TOP COURSE
5TA.86t25 ON LT.)I FEIICEQ THE `�� z
WITH 2:1 SLOPE tiaSLOPE)�� ^ 2'1 to
TOE Of TG
QI , �� ro - . �iir i.. '+ I FILTER FABRIC I uj
w %� II/2 MIN. COMET. DEPTH ASPHALT - FENCE Ce THE Q
�CONC. CL:"B"(WEARING COURSE) -1, TOE 0� SLOPE)- I W
I = FUTURE PROFILE GRADE I Y2 MIN.COMPT PEPTA ASPHALT ~tI,
EXIS?. PAVEMENT I CONC. CL"8 ' (LEVELING COURSE) ,` I
4" MIN. COMET. DEPTH CRUSHED
M SURFACING TOP COURSE _
' 5 SPECIAL GRAVEL BORROW .
57A. 83t 25 TO STA. Sia+Z5 , ON LEFT SIDE ONLY _ (SEE SPECIAL PROVISIONS) SPECIAL GRAVE aORKoW
C T \11 ^ -' 24, r'° (SEE SPECIAL PROVISIONS, ~
TYPICAL SECTION ION %% D " LIMIT OF PEAT EXCAVATION $'MAX.
(SEE SCHEDULE OF PRE -LOAD ON TH15 SHEET)
STA.T8+04 TO 5TA _ 86+25 LIMIT OF PEAT ExcAYAT10#I
(.SEE SCHED, OF PRE-1A40
Lli-AiT OF PRE -LOAD T OµIH15 SHEET) _
(5EE SCHEDULE OF PRE-LDAT (SEE SCHEDULE OF
ON THIS SHEET) PRE -LOAD ONTRIS SHEET
I
57A 78+00 TO 5TA- 83+25
42'
u A�
' FUTURE
PROFILE
GRADE
SPECIAL GRAVEL BORROW
(SEE SPECIAL PROVISIONS)
VARIES _
CSEE SCHEDULE OF PRE -LOAD
ON THIS SHEET)
SCHEDULE OF PRE -LOAD NOTE- PEAT FXCAVAT►ON MAYBE CHANGED
AY TNI_ FMMIt4EER IAl THE F I F I h
S'+ A
LEFT
�` �q
ELEV.-LOAD
RIGHT
LIMITS of
PRE
LIMITS OF
PEAT EXCAVATION
CROWN
TO LT.
CROWN
TO RT
LIMITS of
PEAT EXCAVATION
LIMITS OF
PRE -LOAD
71+50
19'LT. TO 26' LT.
EXIST.
EXIST,
EXIST.
17'RT. To 26' R'T.
ZZ,+00
t VW TO 28'LT.
-4.879:
410.73
•+1.23y
I R/W TO 26' RT.
+SO
It TO 3o' LT.
--4.28%
409.65
+ 2.47 y,
k R/W To 30' RT.
73+00
f- Rj/W To 32' LT,
-3.1 X
4-08.7-4
+ 3.7 %
¢ R/W TO 42' RT.
*25
t Yw To 42' I-T.
-37YO
407.11
{ 37 %
40'RT. TO 50' RT.
0- 91W TO 50' RT.
+50
TO 51' LT.
-3:7%
405.70
+ 3.7,%
5S' RT To 67'RT.
I& TO G7' RT
t652alEEnLIMM
To 0
0 -ro
cALam;nGgT,pw
-3.7,10
404.77
+3.7:
52 RT. To 66'RT.
R
/I~I TO 6G'RT.
-74+00
k R/W To 65'LT
33'LT. TO 65'LT
-3.7 %
402.60
+3.7%
46'RT. TO 62' RT.
4�_R/W To 62, RT,
++$p
F3/W To 66'LT-
36,LT. To 6b'LT.
-3.79
399.70
+3.77.
44'RT. TO SS'RT,
t R/W 'To S5'RT.
75+00
Ij/W TO 65'LT
3211-T. TO G5'LT
-3.1%
397.20
+3.7%
39'RT, TO48'RT.
R/w TO 48'RT.
+50
R/W TO GO' LT.
31'L-T. To 60',L7
-3.79:
395.10
+3.7Y,
26'RT. TO 36'Rl:
R/W To 36'RT,
76 +Oo
+50
FEW TO 57' LT•
c TO 54' LT.
28' LT. TO 57, LT.
2$' LT. TO 54' LT.
-3.7 %
- 3,7 %
393.40
391.70
+3.7%
t37%
31' RT. TO 42' RT,
28' RT To 4.2' RT.
k 1t/„U To 42' RT.
¢ R/W TO 42'RT.
17+00
Ft
1W TO 52'LT.
307LT. TO 52'LT.
-3.7Y
384.75
+3.7%
26'RT 'ro 4-!'RT,
31`RT. To 41 RT.
ZB'RT. TO 4Z' RT.
29'RT• To 4T RT.
R/n! TO 4:'RT,
_ ¢ !�1 TO 41' RT,
IT. RT. TO 4Z'RT.
20' RT. To 42' RT.
t 50
-18t00
+SO
Ft/W TO SO' LT.
20'LT. TO 46' LT.
20' LT. TO 41'LT.
'31' LT. TO 50' LT
331LT. TO 48' LT,
3 V LT. To 41' LT.
-3.67 %
EXIST
EXIST
388.29
EXIST.
E k LST.
+4.03 %
EXIST.
EX 15T.
_19t00
+50
21' LT. TO 47' LT.
21'LT. TO 47'LT,
32'LT, TO 47' LT.
?-?'LT. TO 47' LT.
EXIST.
EXIST
F_ALST,
EA1,5T.
EX15T.
EXIST.
33'RT.'to 4Z' RT.
30'RT. To 4Z' RT
18'RT. TO ',?.'RT.
IB'RT. TD +2'RT
80+00
+50
81 +00
20'LT, TO 42'LT.
Z2'L7 To 4S'Li-
21'LT. To 48'L?
3I'LT, To 42'LT.
3Z'LT. TO 45'LT,
34'LT. To 49' LT,
EXIST.
EXIST.
EX ST•
FIX 15T.
EXIST,
'EXIST.
EX157,
EXIST.
EXIST
28'RT.To 42'RT.
36'RT. TO 46'RT,
35' RT. TO 45'RT.
I8'RT. To 42'RT.
2O'RT. Tv 4Co'RT.
IT' RT. To 45'RT•
450
$Z.t00
+50
2)'LT. To 48' LT.
ZI'LT. To SO' LT.
22' LT. TO 51' LT.
35'LT To 48'LT•
35,L.;. TO 50'LT
35'LT. TO 51' LT.
EXIST
EXIST.
EXIST.
EXIST,
EXIST.
EXIST.
EXIST.
EMST.
EXIST.
32'RT. To 46'RT.
36'RT. TO 4q'KT
30' RT. To 43' RT.
17'RT. To 46 RT•
17'RT. To 49'RT.
11' RT. To 43'RT
83+00
'22' LT. TO 5I' LT
35'LT. To 51'LT•
EXIST.
EXIST.
EXIST.
33'RT To 41'RT,
23'RT. To 41'RT.
+25
Z2' LT. TO 5Z' LT.
35' LT. TO 52' LT.
Exls-r•
EXIST.
EXIST.
33'RT. Te 44'RT
28'RT. TD 41' I:T
+50
EXI ST
EXIST.
6X(IST.
84t00
+50
85+00
22'LT. TO 52'LT.
22' LT. TO 55'LT.
21' LT. To 5Z' LT.
37'LT. To 52'LT.
39' LT. TO 55' LT•
40').T. TO 57'LT.
EXIST
t-KIST.
EXIST.
EXIST
EXIST
EXIST
EXIST.
EXIST.
Exis7
+50
86+00
21' LT. To 57' LT
ZZ LT. TO 55'LT,
31' 1-T. TO SILT.
37' LT• To 5S'LT.
EX15T.
ExlgT.
Exi6r
EXIST.
EXIST.
EXIST.
_
+25
22 LT. TO 53, L.Z.
3G' LT. TO 53' LT.
EXIST.
EXIST.
EIIST,
11 ' RMI
ROADWAY ko506
405
400
I �
I
CLUANTI IES
CRUSHED SURF. TOP OUR5E 25 ONS
GRAVEL BASE 360 TONS
390
90 g0 70 60 50 40 30 20 10 0
395
390
11'
lo'
74+901XIST Aa I �wY., N RT.
C S KEW 4 5° M.
ROADWAY
h
3aes
NOTE.- CENTER OF DRIVEWAY OPENING a Z5+Z5
SKEW '10 - RT., OPENING FOIL 30 WIDE,
12b
C.
DRIP WAY
ASPHALT NC-CL."B"
4� FOR DRI SWAY-Z"THiCK
EX15T. A.
C DRIVEWAY
(EMS-.
ASPK. COW. PAVEMENT
SHALL
SE REMOVED)
GIUANTIT!E
ASPH CONC.
L."5' 35 TO
S
CRUSHED S
F TOP COIIRS
30 TONS
- -
GRAVEL BAS
610 TONS
395
0
E u Z v .sv 40 50 60 '70
),ETERIC H-POST OF WA$NINGTON
_.
STA. 76 + 00 , BEGIN TRANSITION
5TA. 746t SO . 27' ON J.
STA.'77 + 00, 22' ON LT.
STA. 77+50, 21' 04LT �� ++
STA. -18+00, MATCH TYPICAL SECTION D
( SEE SCHEDULE OF PRE -LOAD ON THIS SHEET
TYPICAL SECTION "13+'
STA. -(3+2S TO STA. 76+00
FROM 5TA.17+50 TO 5TA, 78+00
TRANSITION TO MATCH TYPICAL
SECTION ' D"
4Z' 42'
"� t ELEV.-SEE SCHED.
OF PRE -LOAD ON 11' VARIES
THIS SHEE 15" MIN. COMPT. DEPTH
3 + CRUSHED SURFACING W
�• l o. 1ITOP COVRSE in
J GRAVEL BASEDEPTH 3
VARIES CCOMPT. ARIIE a'
2 (5EE PLANS) SURF. TOP tlAKIEl
�COURSE:VARIES VARIE.S`FUTURE I - FILTER FABRIC FENCE
PAVEMENT (C' THE TOE ^F SLOPE)
FILTER FABRIC WI 'i.' f %ZMIN COMPT DEPTH ASPH. VARIES
FENCE (C THE I CONIC. CL' 6'GEARING COURSES17
;I
TOE OF SLOPE Ate'- L I Yi MIN. COMET. DEPTH ASPH
EXIST, CONC.CL."B"(LEVELtNG COURSE) SPECIAL GRAVEL BORROW
PAVEMENT 4"MIN. COMPT. DEPTH CRUSHED 5 MAX (SEE 5Pfc.fAt_ PIZOV/$JONS,
h GRAVEL BASE , SURFACING TOP COURSE
5'_ FUTURE PROFILE GRADE - - LIMIT OF PEAT EXCAVATION
MAX CSEE SCHEDULE OF PRE -LOAD
SPECIAL GRAVEL BORROW LIMIT OF PRE -LOAD ON THIS SHEET )
LIMIT OF PEATEXCAV. (SEE SPECIAL PROVISIONS) (SEE SCHEDULE of PRELOAD ON THIS SHEET) 1111�1
(SEE SCHEDULE OF STA.76+00 TO STA 16 +7 5 ON RT
PRE -LOAD ON TEAS SHEET)
42`
LIMIT OF PRELOAD
C SEE SSHl~DLII.E 4F PRE -LOAD ON THIS SH>=ET) .3" MIN. COMET DEPTH
ELEV.- SEE SCHED. OF PRE -LOAD ONTHiS SHEET � Vl1RIEs ' VARIES •y.\. CRUSHED SURFACING �
1 y+r _ TOP COURSE
2 MIN .COMPT DEPTT14 ASPHALT CONC.
CL.'B" (WEARING COARSE) Y- Y ,
a
I +� ' T';,..- , ?:� , FILTER FABRIC FENCE
I /2 MIW COMPT DEPTH ASPHALT CONIC. C& THE TOE OF SLOPE)
CL. "a"(LEVELING COURSE) - EXIST. PAVEMENT \ !I
„ FUTURE PAVEMENT
4 MIN. COMPT. DEPTH CRUSHED
SURFACING TOP COURSEGRAVEL BASE `l `
$MAX.
SPECIAL GRAVEL BORROW
(SEE SPECIAL PROVISIONS)- ' . � , � _
LIMIT OF PEAT EXCAVATION
( SEE. SCHEDULE OF PRE -LOAD
LIMIT OF PRE -LOAD ON THIS SHEET)
(SEE 5CHEDULE OF PRELOAD ON THIS SHEET)
THIS DIMENSION APPLIES 5TA.76+75 TO STA .70+00 ON RT.
+0 CURB -INLET M-K OHL`( TYPICAL SECTION II Cr'
CIM INLET -W-K - CALL 48 HOURS
51A.76+00 TO 5TA.78+00
'
EXIST.
*2"
� �.- _
�`=\
BEFORE YOU DEG
PAV MENT
I
° GRAVEL
•° o BASF_
'.�.
FILTER FABRIC 7
.":
4, �'<-ccd �s moo oe o •�
FENCE
R/W LINE 0R EASEMENT
1-800-424-5555
C
LIME
_
4''V.C. DRAIN PIP
-- 0 P._
�' 6:I BATTER
�•
CURB-INLET$-K- -
»_-__E
\
KING COUNTY DEPT. OF PUBLIC WORKS
(OR EXIST. CATCH BASIN
__ .h -
DONALD T LABELLE D I R E C T O R
SPECI AL GRAVEL SORROW - \ - .
a
r.
- - -
PET R OV I TS KY R 0AID- PHASE
M
(PRE LOADING)
oe°
SAND BAGS FOR REINFORCING FILTER
FABRIC FENCE IN PLACE PAYMENT
SURVEY No. 29- 23- 5- IS COUNTY ROAD PROTECT No.
-
FOR SAND BAGS WILL BE INCIDENTAL TO
FILTER FABRICFENCE PER LIN.FT AND
SHEETZ__ OF---3-SHEETS
\
`
,
NO FURTHER COMPENSA?ION WILL BE
DRAINAGE 1) AIL
MADE
5CA E HOP INCH- FT VER INCH- FT
MAINTENANCE DIVISION No. 4
APPROVED 8Y�_�-�
aPAJ.
DATE
REVISION
By
C HOOPER, COUNTY ROAD ENGINEER
304-88
PL.1-
R-438104