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HomeMy WebLinkAboutR-361464CB 2639 RIM 28.33 I.E. 251' E, 12" CONC I.E. 25 0' SE, 12" CONC STA 50 +73.86 75.21' LT RIM 28.15 I.E. 25.1 NW, 12" CONIC V) N yX� SDMH 2549 I -EXIST R/W = 't 5, 8" t Nom, 4" CMP CPP� _ - "ON, Y " 3( q ARROVip' O� C14 H i �3 aG \ 7 1 0 9 LOGAN AVE N OO : : . . N 43'48'09 " ' E N STA 15 +63.72, 43.97' RT J STA 15 +62.17 46.63' RT n F� 8 STA 48 +55.19 - 2861.36' LT RIM 28.89' E. 22.7' 2' CONIC I.E. 22.T W, W, 2" CONIC 17 I.E. 22.7' SW, ]12" CONC Yi Y U= 12 I 20 4 �I k i 7 I, :> Y i 16 +00 PK #11 z STA 48+75.71 33.86' T / STA 15+81.72, 42.77' RT STA 15 +83.44, 45.52' RT X T 32.85' LT STA 48 +59.18, 34.48' LT 6 48 +43.59, 10 STA 48 +03.46, LT 16.72' RT 444TH /, 24 H IiNF STq Ag , • �° f 'c00 S HFFT PLAN 70 0 5 10 20 40 60 NUMBER RIM 28.83' I.E. 214' S, 12" CONC LE 18,0' SW -NE CENTER SSMH 2506 KC METRO I CULV 3102 CB 2692 CULV 7302 qTELR LE. 27.T SE, 12" COoNC I.E. 279' NW, 12" CONS .,�T, A- '.. =AU LE 727 LE, 27.2 9 .E. 10.2' SW -NE ®CENTER t 28 Z RIM 29.47 RIM 29.72 31 - --. TELR 28 ,� 7 T_ li 01- RIM 30 -_iy% --- - 2 CONIC- -- --- �iMi6% �_ 2g i - t9 STA 50 +89.14, 59.93' LT rn .AC� ,P 3 5 o � 0 Yf N Q� r o° 3[J� 2 '- EXIST ESMT = EXIST R/W STA 48 +15.33, 37,48' RT S r M "" r- ; rov BLVD N _ .M 3 N _E + 0£ - 7 - STA 51 +02.16, 4 A -1 +0 <j ...__mic 6� 31.12' LT O st u T T °T `'��x S G STA 52 +10.93, 19 3 " /3 STA 51 +57.64, 7 3T 24.48' RT w C 5 33.57' RT 27 'DSO W W _' OH- ." ,ss SD W 3 SD GAS OH GAS SD ' J VENT,, SDMH 3151 120" STCR VAULT = t....S 25 --5Z -QN. RIM 30.31' STA 17 +33.30, LE 19.3 NE, 60" GONG J PK #3 ° 60.34' LT 1 STA 17 +56.63, 48.94'' LTA > E 19 sE, so" CONC LE. 19.8' SW, 48" CMP I RET VdALL 1 RJ _ - r _- Lam• tl �. .�,�' S5k -, " u - vN +0 .. =y a 54 ; , W 'j \N 1 a F ao 1 o Mme► n z Jam_ 0'N p' E \N .._ ,,.�.alF'Y I CELZ 7 8. CULV 7365 `6✓= '�� ??._ CULV 7362 I LE. 20.0' SW, 36" CONIC OH LE. 19.6' NE, 48 CMP GABION ! CULV 7323 RIFT WALL GO( I.E. 20.3' NW, 48" CONIC CULV 7326 .E. 18.8' NW, 48" GONG CULV 7324 LE. 20.1' NW, 48" CONC CULV 7325 I.E. 183' NW, 48" CONC GENERAL SITE PREPARATION & TESC NOTES STA 16 +78 8 - SD - # 1. THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, 11931 39.64' LT sD CB 2741 STA 18+93.77 AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE / STA 17 +00.89, RT, 1 RIM 34.62' INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 'NLY• I.E. 31.0' NW, 12" CMP 50.31' LT N I 49.52' L o I.E. 31.0' SE, 12" CMP'C'ILt'" h / X r - 2. APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE "STA 17 +02.71, ``T- STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING 49.56' LT - P- = LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE Y, 1 7 ENGINEER. h � 27 ° � 26 29 ' 6 ` 3. ABANDONED STORM DRAIN PIPE THAT IS NOT REMOVED SHALL BE ENTIRELY FILLED WITH CDF. "� STA 18 +T 5.62 ;TA 16+89.09,., STA 17 +54.50, 43.09' LTA // 19 7 -/ - 4. CATCH BASIN INSERTS SHALL BE PLACED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION 292' LTQ ; , , ...;: , . , . 1. , • , , , , , : , , : , , / . , /. , , ,, `, , , , AND IN ALL EXISTING CATCH BASINS PER THESE PLANS. ;TA 16 +90.65,/ 7 { / i� ! N PARK / D - STA 18+95.62, 5. FOR SIGN REMOVAL AND /OR RELOCATION, EE CHANNELIZATION & SIGNING P SHEETS 33 - 36. ?9.83' LT N i ... .. .. % ... 7 4 37.02' LT ON S PLAN, S ° 1 STA 17 +16.41, a_ ; i; 6. THE CONTRACTOR SHALL KEEP A MINIMUM 4 FOOT WIDE PATHWAY AT ALL TIMES. 1 17 / ' ' 1 y/, • 18 +00' _ • 19 +00 19 +47.67 7. FOR TREATMENT OF EXISTING SIGNAL - ASSOCIATED EQUIPMENT, SEE SIGNAL PLAN, SHEETS 27 - 30. 48'09" / , , ...I. ' 8. EXISTING LUMINAIRES AND ASSOCIATED EQUIPME EE ILLUMINATION P F NT S LAN STA 17 +15.20, `..._ ., .....;` .. _ .. .....It . SHEETS 21 E 26. n LOGAN AVE N STA 16 +43.84 = u 30.94' LT GARDEN AVE N STA 49 +47.17 p`t . - , �� ` 9. PROTECT ALL EXISTING BUILDING DOWNSPOUTS AND MAINTAIN CONNECTION TO STORM DRAIN SYSTEM. STA 17 +36.53, % ` 10. SAWCUT LINES ARE TYPICALLY NOT SHOWN FOR THE CONSTRUCTION OF UNDERGROUND UTILITIES. '\ 539.31' RT 7 5 19 , \ V \ 11. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT, AS \ AC \' NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO REESTABLISH IRRIGATION SYSTEM IN THIS AREA. SEE IRRIGATION PLAN, SHEETS - __ -- P - P 37 -42. _ P 05 Y, 12. MINIMIZE GRADING DISTANCE BEHIND NEW CURBLINE. PRESERVE AND PROTECT PLANT MATERIAL 3, SITE PREPARATION NOTES WHERE POSSIBLE. 3Q == _STA 17 +57.08, = 13. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES =48.56' RT 0 10 PRESERVE AND PROTECT BUILDING. MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR T_ % �J' PPx cT'- NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: 11 REMOVE FIRE HYDRANT. HTTP:// WWW. KINGCOUNTY. GOV/ TRANSPORTATION/ KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. C z ;AL_j 20 EXIST R/W = �C SP osP 12 REMOVE TREE. SITE PREPARATION NOTES CH'-K Q1 REMOVE ASPHALT SIDEWALK. 13 REMOVE CATCH BASIN. 2Q REMOVE CONCRETE CURB AND /OR CONCRETE CURB & GUTTER. 16 FOR REMOVAL OF SIGNAL BRIDGE, SEE SIGNAL PLANS, SHEETS 27 - 28. 3 17 PRESERVE AND PROTECT TREE, FOR TREE PROTECTION DETAIL, SEE PRESERVE AND PROTECT MONUMENT. 0 LANDSCAPE DETAIL AND NOTES SHEET 47. FOR SITE PREPARATION LEGEND, SEE SHEET 10 SITE PREPARATION NOTES =61464 O REMOVE CONCRETE SIDEWALK. 19 PRESERVE AND PROTECT LUMINAIRE AND JUNCTION BOX. © REMOVE GUARDRAIL' o Anon, T m gia i ac 3a-A.990! T 2n AS C © REMOVE HANDRAIL. ©0 PRESERVE AND PROTECT FENCE. � • STA + 49 TO +81 8 8 F • STA 48+52.19, 34.94' RT TO STA 48 +79.48, 34.88' RT, 27.3 LF. ©7 FOR REMOVAL OF LUMINAIRES, SEE ILLUMINATION PLAN, SHEET 23. • STA 48 +51.91, 40.03' RT TO STA 48 +88.72, 35.06' RT, 40.0 LF. 21 REMOVE CONCRETE SIDEWALK TO NEAREST EXISTING JOINT. Q7 SAWCUT & REMOVE ASPHALT PAVEMENT. ® CLEAR AND GRUB SHRUBS AND GROUNDCOVER. ® PRESERVE AND PROTECT METAL PLAQUE. • STA 48 +00 TO STA 48+80 29 SAWCUT EXISTING ASPHALT WITH NEAT AND VERTICAL LINE CALL 3 WORKING DAYS ® REMOVE TRAFFIC ISLAND. BEFORE YOU DIG: ©5 REMOVE WATER VALVE. AT BACK OF CURB LOCATION. SEE DETAIL, SHEET 7. 90 ABANDON AND FILL STORM DRAIN PIPE: STA 17 +54.50, 43.09' LT TO STA 18 +95.62, 40.52' LT 811 • STA 15 +00, 19.53' LT TO STA 15 +08.75, 42.46' LT, 25.8 LF. SURVEYED: KPG ti�l T. Tso d3 CITY OF RENTON SOUTH LAKE WASHINGTON DRAWING NO. 11 X10 0 wnsy�'t'G DRAWN BY WIT RECORD .0 PROJECT NO. 11156 tiz DESIGN BY: HOT 753 9th Ave N 2502 Jefferson Ave Public Works Department ROADWAY IMPROVEMENTS CHECKBY: NJD Seaft WA98109 Tacoma, WA9%02 DRAWINGS FED AID NO. ? 5506 0� \k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION SITE PREPARATION & TESC PLAN •.reR�O �`0 PROJ MGR: NJD (2061266 -1640 (2531627 -0720 DATE: FEB 2012 NaL'N % www.kpg.com BASED ON CONSTRUCTION RECORDS BY: DATE: STA 15 +00 TO STA 19 +47.67 SHEETNO. 11 OF 53 REVISION DESCRIPTION BY APP. DATE OA FILE: 08046PREP01.dwg D c =y a � m u lTJ 'j yz C) 1 a F ao 1 o Mme► n z