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HomeMy WebLinkAboutzT-2308Setw . ~O N O o.. wZ C) p 3� E.4 a E- c o 'v 3 � I= F4 C O Raj a� S Z O m %oea- w.ap.d CITY OF RENTON TV RENTON MUNICIPAL AIRFUKT REHABILITATION OF SOUTHEAST TAXILANE A.I.P. No. 3- 53-0055 X09 VICINITY MAP NTS R LOCATION MAPS NTS INDEX OF DRAWINGS 1 - TITLE SHEET 2 - SUMMARY OF QUANTITIES 3 - TAXILANE PLAN A, PLAN C 4 TAXILANE PLAN S, PLAN D 5 - TAXILANE TYPICAL SECTIONS AND PROFILES 6 - TAXILANE MARKING /CONSTRUCTION STAGING RECOMMENDED FOR APPROV L B Y N � eT1 H S EXPIRES: 1/28/99 RILL 459 TlL,230801 NOTES / LEGEND SURVEY NOTES . NORTH ZONE. NORTH AMERICAN DATUM 1963(91) VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 BENCHMARK : NGS SM BRASS SURFACE DISK IN TOP OF SOUTH WESt CONCRETE GUARD RAIL OF LOGAN AVENUE BRIDGE OVER CEDAR RIVER. STAMPED 'R462 1971. COORDINATES ° N160179.66 61300232.26 ELEVATION ° 36.991 CONVERSION FROM NGM29 TO NAVD68 : ADD 3.56 FEET TO ELEVATIONS SHOWN HEREON 0.3 FOOT CONTOUR INTERVAL THE ELECTRONIC AUFOCAO V 12.0 FILE FOR THIS DATABASE WAS COMPILED 12/37 /94 BY DUANE HARTMAN AND ASSOCIATES INC. JOB No. 551.0. TEL/ (205) 483 -5355. THE MAPPING IS A COMBINATION OF AERIAL. TOPOGRAPHY AND GROUND EDITING. THE COMPLETE DATA FILE MAY CONTAIN INFORMATION NOT SHOWN ON THIS HARD COPY PRINT. DIGITAL TOPOGRAPHIC MAPPING PREPARED BY WALKER AND ASSOCIATES INC. USIW AERIAL PHOTOGRAPHY (FLOWN: 7- 25 -92. 9 -2 -92 k 1G-6 -925. CONTOURS DETERMINED BY FIELD AND AERIAL SURVEY L E v E IAN' v O i iPPOwERAn Ut1 POLE N OW NOS NATIONAL GEODETIC MY l I.l. 1 UNDER NNSTRUCTION RAILROAD SWITCH A AM A/SNIN AM OR STEAM MANHOLE A" ABANDONED OWS OIL/WATER SEPARATOR P PLAAM PIPE PERF PERFORATED PIPE PW POST INDICATOR VALVE P. PEDESTRIAN LIGHT AC AIL CONDITIONING UNIT ACT ALARM SYSTEM AF WAUARY FIRE AM COMP AIR COIIP R AV AIR VALVE C CONCRETE PPE CONIC CONCRETE CB CATCH SON CI CAST IRON PIPE � OWN UNK/BMBED WERE CORK—WED MOX CO CLEAT OUT Cr CEMENT TILE CTS CATHODIC TEST STATION HRill CW COLD WA TER LINE C1YM COLD WA7FR METER CWR COLD WATER RENRN CWS COLD WATER SEND PM PREMARK PW POWER MAMIOLE PP POWER POLE PRD PER RECORD DRNNNG PRV PRESSURE RELIEF VALVE PSPL PUGET SOUND POWER : LIGHT PVC POLYVINYL CLORIDE PIPE RC ROILED CONIC, PPE RICO REINFORCED CONC. BOX CULVERT RC REINFORCED CONC. PIPE RRV RAlR0A0 VAULTIEGAPMENT R� REUSED WATER S 9LGW SAN SANITARY SEWER LANE SCV SPRINKLERR CONTROL. VALVE SRAM STORM DRAIN MARBLE SG STATIC GROUND DFS DELUGE FIRE STEM DI DRAM INLET OMH DRAWN MANHOLE --E T .w"°. E CE ELECTRICAL EB ELECTRICAL BOX EUC ELEVATED UTILITY CORRIDOR EV ELECTRICAIL VAULT F FIE IRE FH 'ERIE HYDANR FL FLOW LINE FLD FIELD FM FORCE MAN FRY FIRE RELIEF VALVE FWMH FIRE/WATER MANHOLE G GAS GAL GALVANIZED PIPE GEN GENERATOR SIG BOX TRAFFIC SIGNAL BCU SOL SOLD COVER SP STANDPIPE SSMN SANITARY SEWER MANHOLE ST SEPTIC TANK SR STEEL STS STORM DRAM LINE TO TIE DOWN r TEL IoHOE rL TRAFFIC LIGHT rLB TRAFFIC LOW BOX rum TELEPHONE MANHOLE TP TELEPHONE POLE TS TELEPHONE SEAR! UO UNDERGROUND UL UTILITY VIC IfDLrY CLUSTER CIA GAS METER GS GUARD SHACK GV GAS VALVE H/E HEAT EXGHA GER HH KAM HOLE HPS HIGH PRESSURE STEAL 0 DUCTILE OWN PTE IRA INDUSTRIAL WASTE JB JUNCTION BOX L LOCKED LB LIGHT BOX LT LIGHT M METAL PIPE MH MANHOLE HOC MONUMENT H CASE MW MONITOR WELL UM UTILITY MANHOLE UTO UNABLE TO OPEN V VALVE VC VITREOUS CLAY PIPE VLT VAULT Vr VITREOUS THE PPE W WASTE we WATER VALVE BOA( WHS WATER HOSE BIB WL WATER LEVEL wu WATER METER rnWH WATER MANHOLE WP WITNESS POST WV WATER VALVE XF TPlA1SFORME.R YD YARD DRAM �3 �� F. µ� � g* i d a � oN �z � o cn C� w CL � � �_- � Q m Q � Q= a w c� v� � z ITEM APPROX. ITEM SPEC. REF. ITEM APPROX. ITEM SPEC. REF. g � N0. QUANTITY UNITS N0. QUANTITY Ui�TS ' oQ � z � Ww 5-04 001. 1 LS Finish &Cleanup 1 -04.11 013. 1,290 SY �an�g Biturnous Pavement "' SP 40 -09 002. 1 LS Contractor Supplied Surveying / As -Built 1 -05.5 014. 145 LF Corrugated Polyethylene Storm Sewer Pipe 7 -04 12haam �0 003. 1 LS Traffic Control 1 -07.23 015. 60 LF �Co,��ted P y2thy Storm Sewer Pie i 7 -Q4 � °N ® ® `o E SP R In team � z 3 a 004. 1 LS Mobilization 1- 09.7 016. 4 EA Catch Bass Type I 7- 05 w � � U p4 a -- 005. 900 LF Saw Cutting 2 -02.5 017. 1 EA Concrete Inlet 7 -05 y �'N ® 1' c O+ d � 006. 2,100 CY Unclassified Excavation Including Haul 2 -03 018. 5 EA Adjust Catch Bass I 7 -05 �� Q_ �� SP P -152 007. 1,050 Ton Gravel Borrow Including Haul 2- 03.3(14�J 019. 1 EA Coy �,t S� �, �e to Ex�� � Pape 7 -05 'I z � �� 008. 1,050 Ton Crushed Surfacing Top Course 4 -04 020. 2 EA Connection to Exist�g Catch Bass 'r -u5 ��� SP P -209 009. 600 Ton Crushed Surfacing Base Course 4 -04 021. 100 CY Topso� Type B 8 -02 � SP P- 210 i I 3 010. 600 Ton Asphalt Conc. Pavement CI. E 5 -04 022. 830 SY Sod 8-02 g �� �' � a Q 011. 700 Ton Asphalt Conc. Pavement CI. B 5 -04 023. 1,100 LF Paint Stripe (6 -inch) 8 -22 w a 0 } m 012. 1 F.A. Crack Sealing 5 -04 �� ���g�� Z 0 N W y�r '"� `"�• ., �� ljff �/O� Z 1 p• i 1 � , '� � i �I��DTR��. f � 7A� 00 - �'���� � Z �3 �� F. MATCH EXISTING REMOVAL & REHABILITATION PLAN TYPICAL RECONSTRUCTION SECTION N.T.S MATCH EXISTING CONSTRUCTION NOTES Ot 2" ASPHALT CONCRETE CLASS B O2 3" ASPHALT CONCRETE CLASS E O3 6" CRUSHED SURFACING TOP COURSE O 7" CRUSHED SURFACING BASE COURSE O5 COMPACTED SUBGRADE AS REQUIRED (max. 18" Gravel Borrow) O S4WCUT 2" ASPHALT CLASS B OVERLAY AC CL 8 O7 PRELEVEL GRIND & OVFRI AY PI AN OVERLAY m 29.0 e IF I GRIND MATCH TO EXISTING 28.0 MATCH TO EXISTING Z 27.0 C/') U \ W J Li CD z cl- ry O 26.0 Q n Q Z elf J_ Q (n G m JQ = <w ° zw = z C0 Q J z Q U w a Lei w � z X Q - o o s W N ®® �:__ (^ o < � W as 29.0 �E =N 28. C a� a� o 27.0 26.0 o N Q Y 25.0 � 3 24.0 MATCH EXISTING REMOVAL & REHABILITATION PLAN TYPICAL RECONSTRUCTION SECTION N.T.S MATCH EXISTING CONSTRUCTION NOTES Ot 2" ASPHALT CONCRETE CLASS B O2 3" ASPHALT CONCRETE CLASS E O3 6" CRUSHED SURFACING TOP COURSE O 7" CRUSHED SURFACING BASE COURSE O5 COMPACTED SUBGRADE AS REQUIRED (max. 18" Gravel Borrow) O S4WCUT 2" ASPHALT CLASS B OVERLAY AC CL 8 O7 PRELEVEL GRIND & OVFRI AY PI AN OVERLAY Pol N a 29.0 0 IF I GRIND MATCH TO EXISTING 28.0 MATCH TO EXISTING Z 27.0 VgRI... f � VARit� \ 26.0 G MATCH EXISTING REMOVAL & REHABILITATION PLAN TYPICAL RECONSTRUCTION SECTION N.T.S MATCH EXISTING CONSTRUCTION NOTES Ot 2" ASPHALT CONCRETE CLASS B O2 3" ASPHALT CONCRETE CLASS E O3 6" CRUSHED SURFACING TOP COURSE O 7" CRUSHED SURFACING BASE COURSE O5 COMPACTED SUBGRADE AS REQUIRED (max. 18" Gravel Borrow) O S4WCUT 2" ASPHALT CLASS B OVERLAY AC CL 8 O7 PRELEVEL GRIND & OVFRI AY PI AN CRUSHED ROCK OR CDF AC. CL E SECTION A -A 9 STA 1 +00 RECONSTRUMN ­1101 PRELEVEL CL B WHERE DIRECTED TYPICAL OVERLAY SECTION N.T.S (NOTES- THE SEC77ON 8EXEN STA 0 +00 TO STA 2 +20 IS A CROWNED SEC710N) - OVERLAY Pol N a GRIND 2' IN 10' 200' VC PVl 3 +28.78 ELEV 29.11 w W 0.5% _- -- --_ 0.5 X IF I GRIND MATCH TO EXISTING MATCH TO EXISTING VgRI... f � VARit� \ CRUSHED ROCK OR CDF AC. CL E SECTION A -A 9 STA 1 +00 RECONSTRUMN ­1101 PRELEVEL CL B WHERE DIRECTED TYPICAL OVERLAY SECTION N.T.S (NOTES- THE SEC77ON 8EXEN STA 0 +00 TO STA 2 +20 IS A CROWNED SEC710N) - OVERLAY Pol N a 200' VC PVl 3 +28.78 ELEV 29.11 w W 0.5% _- -- --_ 0.5 X 2" -� 20' GRIND 010 J� O) W p N � N ry 1,0 N N �I+ N 11 N ° En - - - F - - - -- — - — - k I I l =+ -- — -- _ - - — J_ \ :, 2 +00 RECONSTRUCTION 100' Ac PV` 5 +7o ELEV 279 ^1 W N N W N W o� 8 IoM N m II U Oil II N m��l II 11 N W >roro oN� �o li oN v~ioo�00 aa ^ rLW 2hWW WN��.WW aW m W ^WWW � 3 +00 4 +00 5- 2" OVERLAY 20' GRIND -- - - - - -- -- - - - - - k — _ - -- - -_. -- _ - htt 4 — - — -- -- - - -. — — — -- __ — T t E , _ — -- - - -- -- - -- 5 +00 Z 77P ®- IkI��jO� 29.0 2 -7 2 6. 0 2�.0 24.(-) 00 29.0 2 8. 0 27.0 26.0 9 +00 10+00 PROPOSED CENTERLINE SCALE. V.- 1:1 H 1:20 �2ay`fY W�4QOs 6 . A3 t �N C c � off, a� N a� a w a � P 41.52' T '' 1 I 2� 4 T;3ti 3...�LA45 Yj �5 T kl 53.50' � /� .� , ,/ /; L INV N -E 23.3,5" INV W 23.4y' INV S 23. D BOT 22W NEW C8 TYPE I 1 -. (zzsstr -)- 1E 12 NF= 94:•4? 04-f- �I IE 5; -- w 7O //h NEW CB TYPE 1 of (zs'cvjl 6E ��7. /3 I li „/ �1Kie L�8•¢S �1 WAG /6 X4.58 + 1 PROfTLE SHEET 5 PLAN C: STA 7 +58..:0 TO END OF PROJECT m N I" O 4 _ ¢.K10yI�FW All I yqp O N ^ N Y �h nonromro o °uo tQ nmm aN WnWWWW An w Wm,WW 29.00 – 28.00 – 27.00 – 26.00 – 25.00 – PLAN A: STA 0 +00 TO STA 2 +20 911 nn- F Z �0 � z 1 !STING CROU O Q � QJ � CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00 ' — 29.00 J Q m J Q MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s' D. Q S Q w U of 20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL 230804 Z W n ❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE 0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND s d 28.00 :D Z Q w CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION) 20 INSTALL CURB INLET AND CONNECT TO EXISTING CB y Z X O� W f y ■■i Z ■.1�...:�E. CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) • 27.00 w w � � X Q E— 5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `% L © REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE k a`o Q o c w ®� rn s �c o 26.00 25.00 1 1^ Q 2 - C5 MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT. LL 12< L �1 a w Ir`j o<t •l 08 Itrj l((j lljr i a �a 25.00 a m� �N C c � off, a� N a� a w a � P 41.52' T '' 1 I 2� 4 T;3ti 3...�LA45 Yj �5 T kl 53.50' � /� .� , ,/ /; L INV N -E 23.3,5" INV W 23.4y' INV S 23. D BOT 22W NEW C8 TYPE I 1 -. (zzsstr -)- 1E 12 NF= 94:•4? 04-f- �I IE 5; -- w 7O //h NEW CB TYPE 1 of (zs'cvjl 6E ��7. /3 I li „/ �1Kie L�8•¢S �1 WAG /6 X4.58 + 1 PROfTLE SHEET 5 PLAN C: STA 7 +58..:0 TO END OF PROJECT m N I" O 4 _ ¢.K10yI�FW All I yqp O N ^ N Y �h nonromro o °uo tQ nmm aN WnWWWW An w Wm,WW 29.00 – 28.00 – 27.00 – 26.00 – 25.00 – PLAN A: STA 0 +00 TO STA 2 +20 911 nn- 29.00 1 !STING CROU CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00 — 29.00 28.00 MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s' D. 20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL 230804 o D ❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE 0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND s d 28.00 27.00 w CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION) 20 INSTALL CURB INLET AND CONNECT TO EXISTING CB 3 - f ■■i ■.1�...:�E. CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) • 27.00 26.00 - 5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `% L © REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE k O7 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE ^r' 1 REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD EXPIRES: 1/28/99 � © INSTALL NEW CATCH BASIN TYPE ' 1 ' 26.00 25.00 C5 MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT. LL - Ir`j o<t •l 08 Itrj l((j lljr i 25.00 • �Vn ■ ■ ■■■■■ 29.00 1 !STING CROU CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00 — 29.00 28.00 MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s' D. 20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL 230804 o D ❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE 0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND s d 28.00 27.00 w CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION) 20 INSTALL CURB INLET AND CONNECT TO EXISTING CB 3 - f CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) • 27.00 26.00 - 5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `% L © REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE k O7 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE ^r' 1 REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD EXPIRES: 1/28/99 � © INSTALL NEW CATCH BASIN TYPE ' 1 ' 26.00 25.00 C5 MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT. LL - Ir`j o<t •l 08 Itrj l((j lljr i 25.00 F 10.00 20.00 30.00 40.00 50.00 20.00 10.00 E 10.00 20.00 30.00 CONSTRUCTION NOTES: GENERAL NOTES: STA. 7 +00 STA. E +00 MAT CH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER /N FIELD. STORM DRAIN PROFILE O PLANE ASPHALT CONCRETE PAVEMENT (2" AT EDGE TO 0° AT 10' OUT) scacE- v� 1" =s' 20 PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) UTILITIES NOTES: H. TaL 230804 o D ❑1 INSTALL CATCH BASIN TYPE 1 AND CONNECT TO EXISTING PIPE 0 SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE LEGEND s d w CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION) 20 INSTALL CURB INLET AND CONNECT TO EXISTING CB 3 / / PLANE ASPHALT CONCRETE PAVEMENT ® 2" ASPHALT CLASS 'B' OVERLAY (SEE TYPICAL OVERLAY SECTION) / ' I2 O " CRACK SEAL EXIST. PAVEMENT AS DIRECTED BY ENGINEER 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE (2 AT MATCH LINE TO 0" AT 10' OR 20) • 5O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD ® INSTALL 12" DIAMETER CPE STORM DRAIN PIPE,X k ; 'F REMOVE EXISTING A.C. AND BASE & CONSTRUCT NEW PAVEMENT `% L © REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 5❑ INSTALL 8" DIAMETER CPE STORM DRAIN PIPE O7 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE ^r' 1 REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD EXPIRES: 1/28/99 � © INSTALL NEW CATCH BASIN TYPE ' 1 ' C5 MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT. LL o<t •l 08 k s i �E �N 1I p N IN s 4 Z 7ft- t / -aJod PLAN D PLAN B.' STA 2 +20 TO STA 7 +58.30 CONSTRUCTION NOTES: �1 PLANE ASPHALT CONCRETE PAVEMENT (2' AT EDGE TO 0" AT 10' OUT) O PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) O SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION) ® 2" ASPHALT CLASS 'B' OVERLAY (SEE TYPICAL OVERLAY SECTION) O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD © REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 07 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT. GENERAL NOTES: MATCH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER IN FIELD. UTILITIES NOTES: INSTALL CATCH BASIN AND CONNECT TO EXISTING PIPE 2❑ INSTALL CURB INLET AND CONNECT TO EXISTING CB 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE ® INSTALL 12" DIAMETER HDPE STORM DRAIN PIPE 5❑ INSTALL 8" DIAMETER HDPE STORM DRAIN PIPE (SEE PROFILE. SHEET 3) © INSTALL NEW CATCH BASIN TYPE '1' 4 q ry{ ,YEW CB ry,.t, 1 5 +70 CE-28.06 00 �. 1E 8'E -26.71 51 1 (. I I 1 LEGEND PLANE ASPHALT CONCRETE PAVEMENT (2"' AT MATCH LINE TO 0° AT 10' OR 20') REMOVE EXISTING A.C. AND BASE REMOVE EXISTING A.C. AND INSTALL 4 " OF TOPSOIL ANC SOD ROO /T /OVAL AREA A4#0 REMOVE, i 5 • i �4 0 •; • ti � PIRES: 1 /28 /99j D �z °o z g �Q Q� n J J m 0] v= W z Q Z W a �z I N zQ oX w z � zQ W x Q a`o yo w z N.N a 00 Y o� P Z ,7w ', .. W a Ug o a �E m� �E �N 1I p N IN s 4 Z 7ft- t / -aJod PLAN D PLAN B.' STA 2 +20 TO STA 7 +58.30 CONSTRUCTION NOTES: �1 PLANE ASPHALT CONCRETE PAVEMENT (2' AT EDGE TO 0" AT 10' OUT) O PLANE ASPHALT CONCRETE PAVEMENT (2" AT MATCH LINE TO 0" AT 20' OUT) O SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE AND BASE CONSTRUCT NEW PAVEMENT SECTION (SEE TYPICAL RECONSTRUCTION SECTION) ® 2" ASPHALT CLASS 'B' OVERLAY (SEE TYPICAL OVERLAY SECTION) O REMOVE EXISTING A.C. AND INSTALL 4" OF TOPSOIL AND SOD © REMOVE EXISTING A.C. AND INSTALL 2" ASPHALT CLASS 'B' OVERLAY 07 RESTORE LEASE CORNER MONUMENT AFTER PAVING. PLACE REFERENCE MONUMENTS PRIOR TO REMOVAL OF EXISTING PAVEMENT. GENERAL NOTES: MATCH LINES & LIMITS WILL BE LOCATED BY THE ENGINEER IN FIELD. UTILITIES NOTES: INSTALL CATCH BASIN AND CONNECT TO EXISTING PIPE 2❑ INSTALL CURB INLET AND CONNECT TO EXISTING CB 3❑ ADJUST EXISTING STORM CATCH BASIN TO GRADE ® INSTALL 12" DIAMETER HDPE STORM DRAIN PIPE 5❑ INSTALL 8" DIAMETER HDPE STORM DRAIN PIPE (SEE PROFILE. SHEET 3) © INSTALL NEW CATCH BASIN TYPE '1' 4 q ry{ ,YEW CB ry,.t, 1 5 +70 CE-28.06 00 �. 1E 8'E -26.71 51 1 (. I I 1 LEGEND PLANE ASPHALT CONCRETE PAVEMENT (2"' AT MATCH LINE TO 0° AT 10' OR 20') REMOVE EXISTING A.C. AND BASE REMOVE EXISTING A.C. AND INSTALL 4 " OF TOPSOIL ANC SOD ROO /T /OVAL AREA A4#0 REMOVE, i 5 • i �4 0 •; • ti � PIRES: 1 /28 /99j CC- ; 7-- � R I i -o F' Q if 00 F!C'N 21 IN x r Z 1+55)9 EP I M—6— 269.0— 2+ 2. 1. LL- z 0 0 3 +00 6a.67' 4+00 Ljj pa 5+00 1.22— E I L 6+00" T � -4 . "A E iw�l PAVEMENT MARKING NOTES: Al INSTALL SINGLE WHITE CENTER LINE 6" WIDE INSTALL DOUBLE YELLOW EDGE LINE (2-6" WIDE LINES SEPARATED BY 6 -INCH -WIDE SPACE) CONSTRUCTIO AREA R E EXIST. REMOVE �c � TEMR�, AC DURIN , C STAG 1A CONSTRUCTION AREA IT L STAG iL STAG 14 -E� 9 i �llh - I r� v. AT RECONSTRUCTION AREA PLANING AREA FOR OVERLAY NOTE.- STAGE I STAGE IA SHALL BE COMPLETED BY JUNE 20, 1997 REMOVE EXIST GATE AND FENCE FOR BOEING PARKING LOT FOR TEMPORARY ACCESS STAGE mo -*,p -t -iv ji�WliES: 1/ZS/99 CC- ; 7-- � R I i -o F'