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HomeMy WebLinkAboutR-361467m arosuste (W =0440= = ,r NUMBER 10 I- B A eii •�'•' i�l;:es;'sd SECTION VIEW A -A SECTION VIEW B -B a Asa. ts,a) m. - oss ar aawc B tvaetmo PLAN VIEW SECTION VIEW C -C A, ROCK BEHIND CURB CUT GARDEN AVE N, STA 40 +83, RT ,ats oe�u, NT$ m a vami vua w, v,.a I pmne m[av aw-ror Dort x »/- `I 951 :Sig' SECTION PLAN VIEW A • .M1 1.:x:::7 '.�7•�::;3 11:15 11 ©,. , CURB CUT GARDEN AVE N, STA 41+55 AND STA 43+85, RT NTS or mvsot (alt) M. - as at ae.c �mawm (CDT TI6 SDR F-0}.i(:)1 SECTION VIEW C -C GARDEN AVE WIDENEING - UTILITY ASBUILTS UTILITY NORTHING STATION OFFSET ELEV- DESCRIPTION 3004q H2f) 511+2599 14.45,LT 24590 TEE 121N NHS 61N W' 185784.765 H2O 50 +24:39 14 -62 LT 24374 WET TAP a 121N 10708, H2O 5932679 1094 LT '25401 ,ALVE61NTQPNIJf DATE: '11,,U 112 H2O 50 +26.86 21.06 LT 24224 61N DI TOP PIPE - 57720x1 17+60.;92 4�i.19.LT - 81:95 12W CMFTOP 130 92112 PIPE STRM 17 +68:28 59.53 LT 2965 121N CUP 30005 TOP PIPE 577204 0715E 33 79.26LT 27A4 12IKCWTOP:PIPEAP 145803:654 1302368.%6 STRM 17 *49:32 7711 LT 27.34. 121NCMP RT TOP PIPE STRM 1302344.492 147462 48 19.91RT :- +. REPLACED .TY$�E1,SAN1EIEs..5t?LItl _ID STRIA 18 +25 50 +45 &I 39.00ILT1 APP. I CO NO 11 CONC INLET, H2O BELOW GARDEN AVE WIDENEING - RAISED IRON PT NO, NORTHING EASTING DESCRIPTION STATION OFFSET 3004q 485752.163:1302347.62 09 13 12 =VVVLIO €50+26,79 SURVEYED: KPG = 30001 185784.765 1302339..543 WV LID 50+.50.79 19.66 LT 3D�02 441657 10708, 1302340'01, DRAWN BY: HJT VV LID VS 50+54.,24 DATE: '11,,U 112 IT 30003 185808.195 1302334 476 M ON LID 50+7445 17,24 LT 3 18578$216 111 130 92112 33DJS 144741[1)• DESIGN BY: HJT 50+4719 b3V098 0,10TLT 0.03 30005 185790.287 1302361684 MH COVER 50+48.58 5.01 RT 30006 145803:654 1302368.%6 18 +50 MH COVER 50+,53.90 13:40 RT 30007 185840 665 1302344.492 MH COVER 51 +01.94 3,09 LT 30LKIB 18 895.013 5 18 +25 0 '1302459, 8 k10N LID APP. 51 53.57 11.28 FILE: 08046PLN01.dwg L T 30009 185940 223 1302433 543 GAS LID 62+38.,53 2.78 RT 1011,10 1135938=635 0.003 1302135.49& 1302466 535 GAS LID ' 62 +39 5.25 RT 30011 185978.527 1302459.273 MON LID + 744$ 52+83.63 6.11 LT 3072 1855t32:3B0 .1362249. 7-16 VF Ci3VEg ' 14 +00 79 729 W 30013 1055 9, 3 052 1302205 17 MH COVER 14+60.39 3 1 d2_ar 38414 35.393 185507 ,135 1302 0.6'8 185810 059 MOO LIO 73+81,29 0.00 'RT 30015 185572 968 1302406-816 WV LID 48+28.88 22.10 LT 3W6, I '185563.446 1302437.811 , MH,CO',lE1Z 9 0 + , 48 ,03'33 6:39117 30017 195620-93 1302397.354 364 WV 110 + 48 77 11 1532 LT 3 0 7 .581 T8W73,ev 13112396,4 3p15 T13C VVV LID 48+aa,44 31:140 1 0.44 15:34 1835808121 LT` 300119 185622 876 130239835 VVV LID 48+78.65 13.77 LT .30620 185653,104 F O-530 1302469;35 :MR COVER ' 49+$3.98 607 RT 30021 185659316 13424174226 MH COVER 49+0737 15AI RT 301022 485607,614 1392401.735 VVV LIO ; 44163119 45.27LT ". 30023 185604 679 1302402 899 WV LID 48 +5994 15.07 LT 40tY24 1855135,7311 1301400,194 112 A 1W'UD 27.253 48+61.56 46-65;LT' 30025 185870.017 1302411.027 VVV LID 51+7611 42:02 PT VS, CONNECTIONS TO EXIST 54 MAIN - CO #14 CALL 3 WORKING DAYS HJT DESCRIPTION STATION NJD OFFSET ELEV_ 09 13 12 HORZ DEVIATION SURVEYED: KPG UTS MATH DRAIN ROCK - CO 13 w 04/01/13 3USTflc 10+95.62 44,7.3 441657 T,1073 9ti�1wnTSU 0 4o DRAWN BY: HJT D CONSTRUCTION RECORDS VS HJT DATE: 07/2014 112 3 OIS TBC TRANS_ 18 +89.62 44.80 44.152 F 0.648 0.006 185899 841 1302528 -948 44.152 111 33DJS _ o DESIGN BY: HJT dS,75 b3V098 171:552 0.03 t858 346 k30r518 7?0, $3;698 P 5506 0 0p \k . Ix 0 CHECK BY: NJD PROJ MGR: NJD 110 301STBC 18 +50 41-H 41323 F0637 0,.003 185871407 1302501369 41.323 ;p NA L E' 109 '4P5JST513 18 +25 REVISION DESCRIPTION BY APP. DATE OA FILE: 08046PLN01.dwg 753 9th Ave N 2502 Jefferson Ave Seattle, WA 98109 Tacoma, WA 98402 (206) 2861640 (253) 627 -0720 www.kpg.cnm CONSTRUCTION NOTES MATCH EXISTING. (� INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. O7 REPLACE METAL HANDRAIL WITH LIKE KIND, AS APROVED BY THE ENGINEER. s STA 43 +90.30, 38.01' RT TO STA 44 +00.00, 36.75' RT, 10.8 LF. • STA 43 +91.31, 44.23' RT TO STA 44+00.00, 42.80' RT, 9.3 LF. 15 INSTALL PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB, PER WSDOT STD PLAN F- 10.64 -02. ©0 CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY SECTIONS, SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT STD PLAN A- 40.10 -02. ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHEET 7. 30 CONSTRUCT PCC PAVEMENT ISOLATION JOINTS AROUND STORM STRUCTURE PER WSDOT STD PLAN A- 40.15 -00. GENERAL CONSTRUCTION NOTES L,J IJ 0 0 Q U) w Z G z 1. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND RESTORE ROADWAY PER TYPICAL ROADWAY SECTIONS, SHEETS 4 - 5. 2. FOR ROADWAY PROFILE SEE SHEETS 18 - 20. 3. FOR SITE PREPARATION & TESC PLAN AND DETAILS, SEE SHEETS 9 -13. 4. FOR REMOVAL LIMITS, SEE SITE PREPARATION & TESC PLAN, SHEETS 9 -13. 5. FOR CHANNELIZATION & SIGNING PLAN, SEE SHEETS 33 - 36. 6. FOR ILLUMINATION PLAN AND DETAILS, SEE SHEETS 21 - 26. 7. FOR SIGNAL PLAN AND DETAILS, SEE SHEETS 27 - 30. 8. FOR IRRIGATION PLAN AND DETAILS, SEE SHEETS 37 - 42. 9. FOR LANDSCAPE PLAN AND DETAILS, SEE SHEETS 43 - 47. 10. POWER POLES AND VAULTS TO BE RELOCATED BY OTHERS. 11. GAS VALVE BOXES TO BE RELOCATED AND /OR ADJUSTED TO GRADE BY OTHERS. GARDEN AVE WIDENING - NE QUADRANT CURB STAKING CALL 3 WORKING DAYS POINT NO DESCRIPTION STATION DESIGN ELEV. OFFSET ELEV_ GUT FILL HORZ DEVIATION STAKED NORTHING STAKED EXSTING STAKED ELEV. w 773 3USTflc 10+95.62 44,7.3 441657 T,1073 O,d01 1 041'46 , :657 DATE: FEB 2012 112 3 OIS TBC TRANS_ 18 +89.62 44.80 44.152 F 0.648 0.006 185899 841 1302528 -948 44.152 111 33DJS TSC 18 ±75 dS,75 b3V098 171:552 0.03 t858 346 k30r518 7?0, $3;698 110 301STBC 18 +50 41-H 41323 F0637 0,.003 185871407 1302501369 41.323 109 '4P5JST513 18 +25 40AZ5' 49;446' 10.704 11:00& 1%051475 1307431'"4 ,1190446 108 3 CIS TBC 18 +0D 3831 37.706 F 0604. 0.003 185835 532 1302466 535 37706 1 #k � 3 G*LS M 0 D: BEG 37 + 744$ 36'82 .o4B F.D_ 72 5 0.00 5 1,88511 T916 13tl244&i5,9 1 -% ass 85 3 015 TBC PC 17+6446 3516 35.393 F 0­461 0,006 185810 059 1302441.802 35-31A 93= 3 43JSTOC -114A 34.52 13625 613 O.00L 05803.171 1342430..6513 , 3 '625 , 9 0 3OISTBC 112,6 33.10 1 32.49 5 F 0 805 0 3 DO 5 0 18 8 2.476 130241 7 .581 4 32. 95 91 3p15 T13C 31411 31,68 31:140 1 0.44 0:402 1835808121 1302405 764 1,33141# 92 3 CIS TBC MOD END PCG 50+64.78 30,26 29330 F O-530 0,003 185818 733 1302398 094 29.730 93 3 CT18T6C 1J4A 28:85 28:715 F 0.136 11:{101, fS5 (4.156 13023 #e40d1? 28.715 94 3 OIS TBC 112 A 2941 27.253 F 1.162 0.005 185849.397 1302395.138 27.258 1q5 3 t31S T c 314,4 28:73 2T.612 F "lB o-003, 11t586Y.001 4=400-24D 27.1112 96 3 01S T13C PT 51 +79.52 29:06 28.134 F 0926 0:006' 1858T8.002 1302449:325 28 -134 111 3118 THC 52140 23,49 120 3 OIS TBC END 52 +11.30 29,73 28.898 F 0.832 0.005 185901.133 1302430.836 28,898 121 3OtSFLRAMP?. ID 50+41.76 NfA. fVtA Hdfi RECORD DRAWINGS PREPARED BY KPC, JULY 2014 BASED ON CONSTRUCTION RECORDS CITY OF RFNTON Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS ROADWAY PLAN STA 40 +00 TO STA 44 +00 k� � �, ( q 0 DRAINAGE NOTES O SEE PROFILE SHEETS 18 -20 FOR DRAINAGE NOTES NOT IDENTIFIED BELOW. R- 361461 1 0 c CALL 3 WORKING DAYS BEFORE YOU DIG: E D a_ 811 z C) cM1 m Z �o - ao w 14 0 DRAWING NO. m PROJECT NO. 11156 FED AID NO. DATE: FEB 2012 SHEET NO. 14 OF 53 1 0 c m E D a_ z C) cM1 m Z �o - ao w 0 m z