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HomeMy WebLinkAboutR-406602i w U) Z W 5 W O rr n 2 rW V Q z O rr H (NORTH) 30.00' (EX. R/W) 13.5' 1.5% MAX. 5 SIDEWALK PER-/ C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB & GUTTER - PER C.O.R. STD PLAN 101 16' VARIES 2% I - Li w w v z -u ry w w zl� 16' SAW CUT LINE \-4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 2nd STREET SECTION A -A, VIEWING EAST N H W W � A @EX. CULVERT END CB#2, TYPE 1 W/SOLID LOCKING LID RIM=425.28 STA. 1 1 +42.00 END 5 SIDEWALK AND 8 LANDSCAPE STRIP CONNECT AND MATCH EXISTING SIDEWALK, PLANTER STRIP, AND CURB. ADA RAMP - WEST SIDE NILE AVENUE NE SCALE: 1 " = 5' 5'X5' AC ADA RAMP TO IE-423 63 6" PVC N \ EXISTING GRAVEL DRIVEWAY' EXISTING SIDEWALK CROSS SLOPE FL=427.59 -i '> TC=427.99 98 FL=427.65 TC=427.7 �° 0 427.65 % BOW=428 FL=427.70 ° �S <D/° 428.0 7 =4 T ``� 9 // C 27.427.70 r ul 42 7. 7,3 BOW=426 CV 09 O r L=427.75 O TC=428.23 P 427.75 bUVV=427.88 r 0 CU 1 428.18 BOW=427.98 7��MH 16 '_8,4 RIM=4217 �..4 42S' INV=420.65 ° I (CENTER HANNEL) ,SOW=428.19 � EXISTING SIDEWALK -� CROSS SLOPE BOW=428.1 o CL=428.50 + ADA RAMP - EAST SIDE NILE AVENUE NE STA. 10+80.59, 10.0' LT. SCALE: 1 " = 5' IM ADA RAMP, SEE DETAIL LEFT 41(15"E) FL=427.39 IM=4 .94 TC=427.89 INV=42 .51 15"N) FL=427.45 INV=422.41 �15"E) FL=427.59 TC=427.91 TC=427.99 `l' FL=427.65 Co TC=427.74 FL=427.70 0 TC=427.74 BOW=428.06 o FL=427.75 cn TC=428.23 BOW=428.08 L=427.56 BOW= .88 =428.11 BOW=427.98 w 0 PARALLEL CURB RAMP 427,4i zI = L=427.30 BOW-428.19 PER WSDOT STD. PLAN F-40.15-02 w w I C=427.86 BOW=428.12 SEE DETAIL ABOVE z m 30' CL=42 i w LL- > 0 27,50 J Q z 00 x 427.11 x 427.37 IE=423.39, 12" D.I. ((SE) SEE DETAIL, BELOW 4 �2 I FL=426.80 IE=423.32, 12 EX. CONC.W) (PUBLIC) ( >, C \ ?SO1 ; Su I TC= 27.33 17LF 6 PV@S-1 00% 5'X5' AC ADA RAMP -WEST END OF SIDEWALK SCALE: 1 " = 5' 5' CONCRETE SIDEWALK PER CITY STD. PLAN #102 (TYPICAL) r�rrENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-02 STA. 10+41.82. 10.0' LT. END VERTICAL CURB AND GUTTE END PAVEMENT PROPOSED NEW WATER SERVICE AND METER FOR RESIDENCE ON 5626 NE 2ND STREET; INSTALL SERVICE PRIOR TO INSTALLATION OF CURB/GUTTER, SIDEWALK AND LANDSCAPING, WATER SERVICE UNDER SEPERATE PERMIT. (COORDINATE W/WD#90) w SD tyY J o� ' 29.63 30' 65, 1 5' 1 - 8' w z J Y J Q w 0 1 -0 10 I 4 9 v I—, 9.27 U) � I O (n 0 6 09 I0 N co rn m D m z G� 10.50' CL=429.11 BACK OF EXISTING • - ° (PRIVATE) B I I \�� A - • R/W LINE • I ��CB G • i :427 7 1 RIM= 6.78 40 I �•�. IE 423.1 r ♦ I I - 1 9 i INV= 6.09 3"E) INV= 4.49�12"E) I � i � I EX. 12" CO PIPE i I 00 1 FLOWLINE 2 28 ■■*■■■■■■■■■■ ■■ NEW cn A w ,� R=25.0 -42 .79 HIGH POINT L=39.85' ° 4 1 /2 DELTA DELTA=91 19'07" I GRAPHIC SCALE 4LF. 12 D.I. @S=1.50% EX. WATER LIN (WD#90) I �, - w ,� FL=426.90 L=42/. (PUBLIC) O 1 E LINE (WD#90) �� �19 ------ --------------------------- ----------------------- -- ___ ____SAW:_CUT_ LINE F^ TYPICAL ---------------------'' -_,WATER INTERSECTION 0 5 10 20 STA. 38+72.82, 8.82' LT. / a� STA. 10+00.00, NILE AVENUE NE BEGIN PAVING - O - - CL=427.32 I �L=427.77 STA. 40+00.00, NE 2nd STREET 25.8 1 o T =42 . inch = 10 feet 39+00 1 CL=426.73 (VISITED 12/201 I T b NE 2ND STREET - - - 42 40 STA. 38+82.87, 16.0' LT.,-'',- FL=426.49 X�„�E x 426.9 X. Wes- x 427.73 4� AS -BUILT 10-14-2020 BEGIN VERTICAL CURB, GUTSTZER, FL-424.68 - x 425.17 FL=424.87 x 4 5,8 A2 TC-426.61 FL=4 78" 7 05 - FI =497 F1 AND 5' SIDEWALK C=425.02 TC-425.18 FL=425.34 FL=425.91 FL=4 .41 TC=4� STA. 39+64.10 16.0' LT. R M 427.73 CONSTRUCTION RECORD DRAWING FL=424.96 - TC=425.36 TC=425.84 - TC=426.4 TC=42 92 PC. VERT. CURB AND GUTTER INV=420.76 THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED - _ F� FL=426.63 (CENTER CHANNEL) BY OFFE ENGINEERS, PLLC AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED Tr' TC=4-_._ . INVERT AND RIM ELEVATIONS OF THE STORM SEWER SYSTEM. FIELD 40 STA. 38+84.50 15.08' LT. VERIFIED INVERT AND RIM ELEVATIONS WERE PROVIDED BY 4 SITE SURVEYING, CB#1, CONCRETE INLET, STD. PLAN 200.30 STA. 39+02.68 16.0' LT. ON OCTOBER 10, 2020. W/VANED GRATE 16' DRIVEWAY APPROACH PER R-406602 GRATE=424.85 CITY STD. PLAN #104.3 8"x6" TEE IE=423.45, 12" D.I. (NW) FL=425.28 2 EACH-8" 45° BEND (VERT.) IN COMPLIANCE WITH CITY OF RENTON STANDARDS (PUBLIC) INSTALL CAST IRON RING AND COVER 8" CLEAN OUT mrm c--rn Ml AAI An-7 9 OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. L yy o� DA STA. 39+38.05, FL=425.87 © STD. PLAN #406.1 , CONCRETE PAD PER WITH 6" CLEAN OUT STD. PLAN #403.1 AND RECORD DRAWING ��`oF°WASHY*6;' ° P T% a° oy°o� ' ° �^ z,4so �'`°�' -F STE����,� SS�ONAL° �� 10/14/2020 SURVEYED: 4 SITEITE SURVEYING, LLC SALE: VERTICAL: NAVD 19� HORIZONTAL:: NAD 1983/1991 DATUM CITY OF VR RENTON Planning/Building/Public works Dept. FRONTAGE IMPROVEMENTS TUSCANY CONSTRUCTION LLC ROADWAY IMPROVEMENT PLANS 5626 NE 2nd STREET RENTON, WASHINGTON DATE:10/14/2020 4 AS - B U I LTS DLO 1 0/ 1 4/20 DESIGNED: D. L. OFFE, P.E. 3 REVISED STORM DUE TO WATER CONFLICT DLO 03/03/20 FIELDBOOK: PAGE: 2 REVISED STORM DRAINAGE ALONG FRONTAGE DLO 02/27/20 °'�W"` ONE INCH DRAWING N0: 1 REVISED SIDE SEWER CONNECTION DLO 02/20/20 CHECKED: AT FULL S�`F IF NOT ONECINCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEET:2 OF: 7