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HomeMy WebLinkAboutR-40832200 It 0 LU PAVING KEY NOTES O SAWCUT ASPHALT PAVEMENT AND HOT TAR SEAL LINE (TYP) AT 1' FROM EDGE OF ._XISTING PAVEMENT 0- -REMOVE ROCKERY WALL AS NEEDED TO CONSTRUCT THE FRONTAGE IMPROVEMENTS AS SHO W 6 0 ADA RAMP, PER WSDOT STDS C8.0 1 ® CA8T\ IN PLACE CONCRETE CURB AND GUTTER, PER COR STD DETAIL C8.4 #101,`CEMENT CONCRETE TRAFFIC CURB✓AND GUTTER, 163 LF 4 0 CAST IN PLACE CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR C8.4 104.3, 22 SY aF, 6" THICK 2 © 5' WIDE CONCRETE SIDEWALK, PER COR STD DETAIL #102 C8.4 85 SY OF 4" THICK O7 ADD +/-4.5' OF ASPHALT PAVEMENT ADJACENT TO CURB & GUTTER AS SHOWN: 6" CSBC 1 J" MINUS, 30 TONS 2" CSTC $", 10 TONS 4" HMA COMMERCIAL MIX DESIGN, 20 TONS N o o ;; o o ® EXISTING CURB & GUTTER & SIDEWALK o I+ I+ r_ II o/ ILn ,� o I o o o Io I I + Ii �" I / 1.a Ln / I i�' ---- ----- ---- ---------'_�---- ---- --- -----' I ± I V ', + EXISTING RIGHT-OF-WAY I �\-------------1-------- ; T------------- --- ---- iI - AS A CONDITION OF APPROVAL: RELOCATION of EXISTING wATE 10 CONSTRUCT CONCRETE DRIVE AS A SHOWN SO THAT THE CL OF O DRIVEWAY WILL ALIGN WITH THE EXISTING GRAVEL DRIVE AS SHOWN. / I I METERS SHALL BE DONE BY CITY FORCES. A SEPARATE WATER COORDINATE ALL ONSITE ACTIVITIES WITH THE CHURCH METER PERMIT Vj/ILL BE REQUIRE _\ REPRESENTATIVE. / , I 6 I I I I I 429.46 I I \ 11 RELOCATE FENCE POST AND MAIL BOX. COORDINATE WIT THE OWNER _ _ I I 427.20 427 25 _ FOR SUCF� RELOCATIONS. F 1425.07 I ° i4 \ \ \ I I 44�9'� - i I 8 I I I \ ,1 12 ADJUST WATER METER TOP TO MATCH FINISHED GRADE OF THE 4 4a \ I,, L I 1 \\L LANDSCAPED STRIP. RELOCATE TO THE PLANTING STRIP. ca �a a a a 1 ' 30.13< o : a / Z5 + ----- • �./ L' / � Q / I v � y W W J, y .y y W y � W y �Y W W y W W y .• i .�.: • y `Y W 4 / I 5.77 W Y W W 4�4.99 y .� _ .Y y jW \/w/ ( I'� .Y1 (— S D 1 S D \ W W W W W .v •Y •Y y V I W-1 11LL.L 11LL\,VL ``rll—y 4271 •Y +l •V •Y W Y Y •Y W � J • W 425.77 _ ; .*42 1 1 \ 0 0 L_ D 1 N Lf� 9 I / I 1 7 -------------- 00 qj 4L 426.3 426.53 Property : 2 Area 8396.21 v' \ d _ v•, \ \ / / \ a ° a — d\ \. 0. 4. 41, 771 L------------------ �� - - I l% d I v t I ---- ---- ---- I I AS A CONDITION OF APPROVAL: / d � 'I DRIVEWAY SHALL BE INSTALLED PER CITY OF RENTON STANDARD PLAN 104.3 AND INCLUDE 10 ; LINEAL FEET OF PAVED DRIVEWAY BEHIND THE SIDEWALK. 4f Io I� to o Ln \� to I I o `I I mmwwA ►'�iii� s, 0 /-- - �- -- -�- o /-- S / 7— \ S j00 S I _ �__ S --� /�--- Gam-- T _ / �,---------- � I - S SD - SD , I I NE' SLi \ _ �T L \ L \i L d d v i1 i I -----L---- — �6 I / ' ► 1'< 1 d ► .. ° Iq ai . I +T----------- — — _ _ — �---)I SD SD I \4Lh SD I SD 1 / i \d d I� I SID dl HP OHP--"---- ---oHP — IOHP OHP 4MR— I P OHP OHP 44 pH t — QS _----------/ I y I NOR 0 SHEET C9.3 FOR PAVEMENT SAW -CUT -LINE AND TOP BACK OF CURB PROFILES �^ I I I ® �--- — — / I I Terra Vista N I X/ Consulting Engineers ,3204 SMO!(EY PO/NT OR, 1207 ARL/NGTON, WA 9822J ,360-691-9272 KW 17-RRAWS714NWOOM oFAS �0 � �� ti 3 STERN �•�� NqL E �► 08/06/2024 m NE 19TH STREET IMPROVEMENTS PLAN 1 " = 10' PERMIT SUBMITTAL N 0 SURVEYED: GEODETIC SURVEYING SERVICE SCALE; AS INDICATED ON DRAWING DESIGNED: SP DRAWN: S P ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: S P REVISION I BY I DATE 1APPRI APPROVED: VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 13 TERMINATE SIDEWALK EAST OF DRIVE AT THE PROPERTY LINE O MAKE A 5' LONG TRANSITION FROM THE FULL CURB HEIGHT 6" TO 14 0" ON THE EAST SIDE OF THE LOT. 0 H H 00 Q J 430.24 �` - WARP THE NEW SIDEWALK GRADE TO MATCH INTO THE EXISTING CROSS SLOPE OF SIDEWALK AS NECESSARY. 63 29.78 i - o ---------------------------- ------------ - / __- O "' 29.42 I / 1 O + 14.27 _ ADDITIONAL —ROW —DEDICATION o PAVING KEY NOTES ASPHALT PAVING/PATCHING ALONG NORTH SIDE OrNE 19TH STREET PER ITEM #7 ABOVE Our. OHP di CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) d CITY OF RENTON Planning/Building/Public Works Dept. CONCRETE SIDEWALK AND DRIVEWAY PER COR r STD DETAILS AS INDICATED ABOVE 2 CU rr U J Q R-408322 0 U IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU I- Z DEVELOPMENT ENGINEERING LU Nathan Janders 03/19/2020 0- Z CURRENT PLANNING Angelea Weihs 07/23/2019 Q FIRST UKRAINIAN PENTECOSTAL CHURCH DATE 02-25-20 Y 3811 NE 21 ST ST OOK: RENTON, WA 98056 PAGE_* PAGE: C/) DRAWING NO: OFFSITE ROADWAY FRONTAGE IMPROVEMENTS C9.1 SHEET: 28 OF: 65 PLAN - NE 19TH ST LLi