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R/W 1� Rf*
42' 1 42'
8' ASPHALT 6' CONC.. 11' CONE 11' CONC. 1 11' CONC 11' CONC. CONC— 8' ASPHALT
' SHOULDER PANEL PANEL PANEL PANEL PANEL (✓ARIES��� I
I CONSTRUCTION '
II JOINT TYP. 6' TO O) I
VARIES
f6'
O SPNG
DRAINAGE
DITCH
NOTES
1. 7kENCH !MOTH, BASE COURSE UNDER PCC SLABS PROPOSED SEWER 0
AND ASPHALT CONCRETE TYPE AND THICKNESS EXTENSION
TO BE DETERMINED BY A GROTECHN /CAL ENGINEER (APPROX. 15' DOFF)
LICENSED IN THE STATE OF WASHINGTON.
PCC SLAB
2 CONCRETE SLAB(S) AND JOINTS TO BE CONSTRUCTED 7-114- DEPTH POR7LAND CEMENT CONCRETE
PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING 70P COURSE
£JUST. 12' WATER
A C SHOULDER APPROX. 4 DEEP
2 MIN. COMP. DEPTH CLASS B ASPHALT CONC
1 -7/8' MIN COMPT. DEPTH CRUSHED SURFACING TOP COURSE
4 -1/4' MIN. COMPT. DEPTH GRAVEL BASE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECTION
(STA. 52 +00 TO STA. 56 +50)
NOT TO SCALE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECT /ON
(STA. 56+50 TO STA. 65 +46)
NOT TO SCALE
R/W R/W
I- I42' I 42'
' 8' ASPHALT 6' CONG 11' CONG 11' CONG 11' CONE 11' CONG 6' CONE 8' ASPHALT
SHOEF -DE7R PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I
' CONSTRUCTON
JOINT
NO76=
7. TRENCH WIDDL BASE COLWSE UNDER PCC 57ABS
AND ASPHALT COIGNE 711W AND THICKNESS
TO DDE7FJ7kWAD BY A GEOOTEClNICAL ENGINEER
L..,._..._.. _. ME STATE OF WAS'W070N.
2 CONCRETE S7AB(S) AND JO6VTS TO BE CONSTRUCTED
PER WSDOT STANDARD PLAN A -1.
6'
PROPOSED SEWER 0
EXTENSION
(APPROX. 15" DEEP)
PCC SLAB
7 -114" DEPTH PORRAND CEMENT CONCRETE
3' DEPTH CRUSHED SURFACING TOP COURSE
MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE
MIN. COMPT. DEPTH GRAVEL BASE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECTION
(STA. 21 +15 TO STA. 25 +84.34)
NOT TO SCALE
R/W R/W
' 4-e I 42'
I 8' ASPHALT 6' CONG 11' CONG 71' CONE 1 11' CONC. 11' CONG B' CONC. 8' ASPHALT
.SHOULDER PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER
I CONSTRUCTION
2.�
• I
VARIES 29' Ml
1s'
0 EMSTNG
DRAINAGE
DITCH
NOTES
7. 1P.ENCH WIDTH, BASE COLIRSE UNDER PCC SLABS PROPOSED SEWER O
AND ASPHALT CONCRETE TYPE ARID THICKNESS EXTENSION
70 BE DE7ERMWEV BY A GEOTECHNICAL ENGINEER (APPROX. 15' DEEP)
LICENSED PI THE STATE OF WASHING700K
PCC SLAB
2 CONCRETE .9"S) AND .KIN75 70 BE CONSTRUCTED 7--1 4 DEPTH PORTLAND CEMENT CONCRETE
PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING TOP COURSE
1 -7/8' MIN COMPT. DEPTH CRUSHED SURFACING TOP COURSE
4-7/4' MIN. COMPT. DEPTH GRAVEL BASE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECTION
(STA. 25 +84.34 TO STA, 52 +00)
NOT 70 SCALE
r
Checked for Compliance to City Standards
RECORD DOCUMENT, SEE SHEET
01999 TRIAD ASSOCIATES
&
TRUW ASSOCIATES
NOTE.•
SEE POAD & STORM PLANS FOR WNOW170D
1- decape
Site
11514115th be NE
(TRIAD ASSOCIATES JOB ND. 95-2-) FOR
Tel 4268218444
To➢ Lm SNA44.4T64
IMPROVEMENTS LOCATED NORTH OF
CONCRETE EDGE.
R�
R�
I 42'
� 42'
8' ASPHALT 6' GONG 11' CONE
11' cwt- 11' CONG 11' CONC.
SHOULDER
PANEL
PANEL
PANEL PANEL
PANEL
I
CONSTRUCnON
1 �
�/
asp \
VARIES 29' MlN
16'
0 L7llSTIN
DRAINAGE
NOTES•
1. TRENCH RIOT/, BASE COURSE UNDER PCC STABS
DITCH
EJU57. 12" WATER
AND ASPHALT CONCRETE TYPE AND THICKNESS
PROPOSED SEWER O APPROX. 4 DEEP
TO BE DETERMINED BY A GEOTECHNICAL ENGINEER
EXTNSIED
D(I EN O 15' DEEP)
LICENSED IN THE STATE OF WASHINGTON.
PCC SLAB
2. CONCRETE SLAB(S) AND JOINTS TO BE CONSTRUCTED
7-114- DEPTH PORTLAND CEMENT CONCRETE
PER WSDOT STANDARD PLAN A -1.
3' DEPTH CRUSHED SURFACING TOP COURSE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECT /ON
(STA. 56+50 TO STA. 65 +46)
NOT TO SCALE
R/W R/W
I- I42' I 42'
' 8' ASPHALT 6' CONG 11' CONG 11' CONG 11' CONE 11' CONG 6' CONE 8' ASPHALT
SHOEF -DE7R PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I
' CONSTRUCTON
JOINT
NO76=
7. TRENCH WIDDL BASE COLWSE UNDER PCC 57ABS
AND ASPHALT COIGNE 711W AND THICKNESS
TO DDE7FJ7kWAD BY A GEOOTEClNICAL ENGINEER
L..,._..._.. _. ME STATE OF WAS'W070N.
2 CONCRETE S7AB(S) AND JO6VTS TO BE CONSTRUCTED
PER WSDOT STANDARD PLAN A -1.
6'
PROPOSED SEWER 0
EXTENSION
(APPROX. 15" DEEP)
PCC SLAB
7 -114" DEPTH PORRAND CEMENT CONCRETE
3' DEPTH CRUSHED SURFACING TOP COURSE
MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE
MIN. COMPT. DEPTH GRAVEL BASE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECTION
(STA. 21 +15 TO STA. 25 +84.34)
NOT TO SCALE
R/W R/W
' 4-e I 42'
I 8' ASPHALT 6' CONG 11' CONG 71' CONE 1 11' CONC. 11' CONG B' CONC. 8' ASPHALT
.SHOULDER PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER
I CONSTRUCTION
2.�
• I
VARIES 29' Ml
1s'
0 EMSTNG
DRAINAGE
DITCH
NOTES
7. 1P.ENCH WIDTH, BASE COLIRSE UNDER PCC SLABS PROPOSED SEWER O
AND ASPHALT CONCRETE TYPE ARID THICKNESS EXTENSION
70 BE DE7ERMWEV BY A GEOTECHNICAL ENGINEER (APPROX. 15' DEEP)
LICENSED PI THE STATE OF WASHING700K
PCC SLAB
2 CONCRETE .9"S) AND .KIN75 70 BE CONSTRUCTED 7--1 4 DEPTH PORTLAND CEMENT CONCRETE
PER WSDOT STANDARD PLAN A -1. 3' DEPTH CRUSHED SURFACING TOP COURSE
1 -7/8' MIN COMPT. DEPTH CRUSHED SURFACING TOP COURSE
4-7/4' MIN. COMPT. DEPTH GRAVEL BASE
PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE
TYPICAL ROADWAY SECTION
(STA. 25 +84.34 TO STA, 52 +00)
NOT 70 SCALE
r
Checked for Compliance to City Standards
RECORD DOCUMENT, SEE SHEET
01999 TRIAD ASSOCIATES
&
TRUW ASSOCIATES
Project Mauagement
Civa Engineering
Land Surveying
Land Use PI--9
1- decape
Site
11514115th be NE
Architecture
Dee:
Errand, TA WN4-=
Tel 4268218444
To➢ Lm SNA44.4T64
Fax 425821881
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WLLUAM W. DUNLAP, JL, P.E
DESIGNED: w. GoGON, P.E./B. PUD1S78
CARD: R. MARz F
CHECKED: W. WEN PE.
DATE: 1125199
SCALE: HORIZ.: N/A
VERT.: N/A
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SSH ONAI-
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EXPIRyES: 1 /22/01
Al"
STAMP NOT VALID
UNLESS SIGNED AND DATED
'DB `MR 98 -324
SHEET NUMBER
3or 9
Ara) s_ Z,YiY6 //I
SCANNED SEP 13 2002
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