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HomeMy WebLinkAboutR-385307w ti a TESC &DEMOLITION NOTES: 01 w z Q Ow 00 w Un Un w w cn O w w z m w m 70 a_- 0)Ln N Ln �o �j ozo r\ z �w o. w � Ow J J 11 w CB RIM=416.86 IE 18"CMP(N)=413.76 CB RIM=423.95 IE 18"CMP(S)=413.71 IE 18"CMP(N)=420.95 1--r9](NP.) IE 18"CMP(S)=420.95 7 (TYP.) I Cn G as t1tE I as UT 60LF 7938400040 17240 116TH AVE SE CURWOOD ROBERT J 4 V as \ - i c- -/ -- ---7/-G i 6 TYP.� %IV /I / CONC / 2 20LF CB RIM=427.90 IE 18"CPEP(N)=424.40 ](TYP.) IE 18"CPEP(S)-424.40 E 18"CPEP(NW)=424.70 CONC. WALK I 116TH AVE SET SD // $'D GRA EL / OHL u �1 T Ss / - - I e I I I I /�, I � I '' I i CONC. I LJ-' I 7938400030 17236 116TH AVE SE STEVENS D W 3 I 4 OHL - UT - SS • CB RIM=424.60 IE 24"CPEP(N)=421.00 IE 24"CPEP(S)=421.00 7938400020 17232 116TH AVE SE COLLODI FLORIO+PATRICIA 2 14 i ]80LF 4 2923059143 17223 116TH AVE SE FENNELL TODD C STA: 21 +44.44, 5.00'LT 7 6 AP CB RIM=429.5 I IE 18"CPEP(N) 425.41 IE 18"CPEP(S-425.36 I - - I STA: 21 +86.00, 2.23'LT 6 7 AP IM=432.71 STA: 21 +86.00, 9.3 R'rup(N)=429.01 AP IE 18"CMP(S)=429.01 CONC. WALK SD SF) - M 122+00 �\ ISTA: 21 +93.98, 12.77'RT 6 7 AP SD SD / / OHL UT OF / OHL Z - CONC. WALK .S ss f 5 CO A CB RIM=429.92 L IE 24"CPEP(N)=425.32 IE 24"CPEP(S)=425.32 7938400010 17224 116TH AVE SE ROLAND CALVIN+MARY JEAN 0 1 SPH. \I �O 30LF 2 C. im CB RIM=431.96 0 IE 12"CMP(N)=428.66 I� IE 24"CPEP(S)=428.26 IE 12"PVC(E)=428.86 SSMH RIM=432.70 UNABLE TO OPEN D INV 8"(S)=420.8 PER ASBUILT(39-15) 1 OHL - s= - CB RIM=432.95 IE 12"CMP(N)=429.95 IE 12"CMP(S)=429.45 2823059124 17200 116TH AVE SE U S POSTAL SERVICE KCSP 185006 1❑ CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS ]2 INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-00 ] INSTALL INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00 ON NEWLY INSTALLED CB'S 4] EXISTING UTILITY TO REMAIN AND BE PROTECTED DURING CONSTRUCTION ] PROTECT EXISTING LANDSCAPE FEATURES OR STRUCTURES ] REMOVE EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR PROVIDE SAWCUT ]7 SAWCUT AND REMOVE ASPHALT PAVEMENT, LIMITS PER PLAN SAWCUT AND REMOVE EXISTING ASPHALT OR CONCRETE DRIVEWAY. LIMITS PER PLAN ]9 REMOVE EXISTING STRIPING OR PAVEMENT MARKING z 1 0 Ld 10 GRIND EXISTING PAVEMENT (MIN. 2" BELOW PROPOSED FINISHED GRADE) GENERAL NOTES: pj= An Engineering Services Company 1. CATCH BASIN AND INLET PROTECTION SHALL BE 11255 Kirkland Way, Suite 300 PROVIDED AND MAINTAINED AT ALL EXISTING AND Kirkland, WA 98033 PROPOSED CATCH BASINS PRIOR TO AND FOR THE p. 425.827.2014 f. 425.827.5043 DURATION OF CONSTRUCTION OPERATIONS. PROPOSED CATCH BASINS AND PROTECTION MEASURES NOT ...................................................... Civil I Structural Planning I Survey SHOWN ON TESC PLANS FOR CLARITY. WWW, paceengrs.com 2. STRAW WATTLES TO BE INSTALLED PER THE CITY OF RENTON STD PLAN 213.40 AS DIRECTED BY THE s ENGINEER. z_ £ o 0U cY 0 Cn LEGEND Q d � CV r- Cn m � > c N O U ` ` $. m PAVEMENT REMOVAL NW O Y m 0 m U INLET PROTECTION HIGH VISIBILITY SILT FENCE SAWCUT PAVEMENT GRINDING J Q W o o Q J Z J ill (n - O :2 W Q W (� t� o Q W Z Z O> 11-- Q z c0 Q L Z F W TM Tom SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN Z JOB NUMBER 0 5 10 20 15465 VERT. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C2.01 HORIZ. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 7 OF 20