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HomeMy WebLinkAboutS-279003W a a 5 ri Z O_ Cn Z W I- X W O Rte' R/W RI LLJ I_ 42' 42' ' I 42' 1 42' I IY 8' ASPHALT 6' CONC 11' CONC 11' CONC 11' CONC 11' CONG CONC 8' ASPHALT r 8' ASPHALT 6' CLANG 11' CONC 11' CONG I 11' CONC. 17' CONC 6' CONC, 8' ASPHALT ZI SHOULDER I PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I I SHOULDER PANEL PANEL PANEL PANEL PANEL PANEL SHOULDER I - CONSTRUCTION CONSTRUCTION s'T00 I I JINT 7YP. I I I JOINT 7YP. y011- W VARIES Z JWA7ER DRAINAGE O O D17CH Z NOTES, NOTES 1. TRENCH WIDTH, BASE COURSE UNDER PCC SLABS 1. TRENCH WD7H. BASE COURSE U,'M- PCC SLABS O W PROPOSED SEWER PROPOSED SEWER �. AND ASPHALT CONCRETE TYPE AND THICKNESS Q.�SyOU AND ASPHALT CONCRETE TYPE AND 7ML�OtESS OC7OJypy TO BE DETERMINED BY A GE07ECHNICAL ENGINEER 70 BE DETERMINED BY A GEOTECHAGCAL LNG/NEER LICENSED IN THE STATE OF WASHING70N.. (APPROX. 15' DEEP) LICENSED IN THE STATE OF WAS ANGTOM (APPROX. 15' DEEP) SAB Q2 CONCRETE SLABS) AND JNTS TO BE CONSTRUCTED 7-114- 4—DEPTH PORTLAND CEMEN 2 CONCRETE S-WS) AND JOINTS 70 BE CONSTRUCTIID 7-1 D4 EPTH PORTLAND. CEMENT CONCRETE W PER WSDOT STANDARD PLAN A -1. 3' DEATH CRUSHED SURFACING T PER WSDOT STANDARD PLAN A -1. 3" DEPTH CRUSHED SURFACING TOP .COURSE E EXIST. 12' WATER APPROX 4 DEEP A C SHOULDER A C SHOULDER 2 MIN. COMP. DEPTH CLASS B ASPHALT CONC 2 MIN. COMP. DEPTH CLASS 9 ASPHALT CONC 1 -7/8'. MIN. COMPT. DEPTH CRUSHED SURFACING TOP COURSE - 1 -7/B' M /N. COMPT. DEPTH CRUSHED SURFACING TOP COURSE 4 -f/4 " MIN. COMPT. DEPTH GRAVE7. BASE 4-1/4" MIN. COMPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWAY SECTION TYPICAL ROADWAY SECTION (STA. 52+00 70 STA. 56+50) (STA. 21+15 70 STA. 25+84.34) NOT TO SCALE NOT TO SCALE I I Vj 42' ' 1 VAS—HALT 6' CONC 11' GONG 11' CONC i1' COI SHOULDER PANEL PANEL PANEL PANEL NOTES', 1. TRENCH W7DIN, BASE COUR- .UNDER PCC SLABS AND ASPHALT CONLWEIE. TYPE AND IMCKNESS 70 BE DETERMINED BY A GEOTECHN/CAL ENGINEER LICENSED IN THE STATE OF WASH/NGTDN. 2 CONCRETE SLABS) AND JOINTS TO BE CONSTRUCTS PER WSDOT STANDARD PLAN A -1. 42' I' CONC. S' CONC. 8' ASPHALT PANEL PANEL SHOULDER :TRUCHON VARIES B' a PROPOSED SEWER O EXTENSION (APPROX. 15' DEEP) 7 -1 4 DEPTH PORTLAND CEMENT CONCRETE 3' DEP71H CRUSHED SURFACING TOP COURSE 1 -7/8' MIN. COWPT. DEPTH' CRUSHED SURFACING TOP COURSE 4-1/4' MIN. COWPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWA Y SECTION (STA. 25+84.34 TO STA. 52+00) NOT 10 SCALE S47*0003 A® AILo s� acs- `1® TRIAD ASSOCIATES Project V—g—t Civil Engineering Land Surveying fend Use Planning L.dsaape Architecture NOTE.• Design XMdand, WA SOW-M hi 42WA. l mtrindawe.w� O SEE ROAD & STORM PLANS FOR WiNDWDOD (TRIAD ASSOCIATES JOB NO. 95 -243) FCAR IMPROVEMENTS LOCATED NORTH OF B PO 128 IST SS /ONALR�G\ R� CONCRETE EDGE. RfW EXPIRES: 1/22/01 5197199 �y 3 42' 42' 0 QLu W 99N.°T NOLB&H 3ssy� 9 8' ASPHALT 6' CONC 17' CONC 71' CONC. 1 17' CONC 1 11' CONC W SHOULDER PANEL PANEL PANEL PANEL PANEL OF i 100 CONSTRUCTION "NT TAP I ®1999 TRIAD ASSOCIATES W � � W 2� ---- - - - - -- - - -- -- W �V W 9 y� o W W Lu � � O O DRAINAGE NOTES 1. TRENCH WIDTH, BASE COURSE UNDER PCC SLABS E i 'WATER AND ASPHALT. CONCRETE TYPE AND THICKNESS PROPOSED O APPROX. 4 DEEP 7 TO BE DETERMINED BY A GEOTECHNICAL ENGINEER (APPROX. (APPROX. 15' DEER) LICENSED IN THE STATE OF WASMNGTON. PCC B 2 CONCRETE SLAB(S) AND JOINTS 10 BE CONSTRUCTED 7-1 4 DEPTH PORTLAND CEMENT CONCRETE rH PER wsooPAANVEMENT RESTORATION PORTLAND CEMENT CONCRETE a TYPICAL ROADWAY SECTION (STD. 56 +50 TO STD. 65 +45) NOT 70 SCALE ED 1 z 0 rr I I Vj 42' ' 1 VAS—HALT 6' CONC 11' GONG 11' CONC i1' COI SHOULDER PANEL PANEL PANEL PANEL NOTES', 1. TRENCH W7DIN, BASE COUR- .UNDER PCC SLABS AND ASPHALT CONLWEIE. TYPE AND IMCKNESS 70 BE DETERMINED BY A GEOTECHN/CAL ENGINEER LICENSED IN THE STATE OF WASH/NGTDN. 2 CONCRETE SLABS) AND JOINTS TO BE CONSTRUCTS PER WSDOT STANDARD PLAN A -1. 42' I' CONC. S' CONC. 8' ASPHALT PANEL PANEL SHOULDER :TRUCHON VARIES B' a PROPOSED SEWER O EXTENSION (APPROX. 15' DEEP) 7 -1 4 DEPTH PORTLAND CEMENT CONCRETE 3' DEP71H CRUSHED SURFACING TOP COURSE 1 -7/8' MIN. COWPT. DEPTH' CRUSHED SURFACING TOP COURSE 4-1/4' MIN. COWPT. DEPTH GRAVEL BASE PAVEMENT RESTORATION - PORTLAND CEMENT CONCRETE TYPICAL ROADWA Y SECTION (STA. 25+84.34 TO STA. 52+00) NOT 10 SCALE S47*0003 A® AILo s� acs- `1® TRIAD ASSOCIATES Project V—g—t Civil Engineering Land Surveying fend Use Planning L.dsaape Architecture Site 11814 118th Ire. R Tel 425AZIJM Tog Ptea 890A88.W Design XMdand, WA SOW-M hi 42WA. l mtrindawe.w� O F A PO 128 IST SS /ONALR�G\ Checked for Compliance to City Standards EXPIRES: 1/22/01 5197199 �y 3 o Z QLu W 99N.°T NOLB&H 3ssy� 9 I'�� W w o v, OF i 100 ®1999 TRIAD ASSOCIATES W � � W 2� W �V W 9 y� o W W Lu � � O 7 KLUAM W DUNLAP, .It., P.E. VMGXR DERGM. W. DOfp. N, P.E/B. PUOls75 CADD: R. MARZLYF CUCSSD: W. GowN, P.E DATE: 1125199 SCALE: HORM.: N/A VIII'.: N/A �' --2 % yt° a s' SCANNED OCT - 81999 s� �o d `v' H �N �i 11 V q� ® i � oa syi �c F PO 128 IST SS /ONALR�G\ Checked for Compliance to City Standards EXPIRES: 1/22/01 5197199 6 STAW NOT VALID UFM 9100 AND DAM 7N5 DIII 98 -324 99N.°T NOLB&H 3ssy� 9 OF i 17 ®1999 TRIAD ASSOCIATES �' --2 % yt° a s' SCANNED OCT - 81999 s� �o d `v' H �N �i 11 V q� ® i