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Home My WebLink AboutR-410906LEGAL DESCRIPTION 0 THE NORTH 2 2 ACRES OF THE SOUTH EAST QUARTER OF THE SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5, TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY WASHINGTON. O EXCEPT THE EAST 30 FEET FOR ROAD. ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST: AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE 0 OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER W RECORDING NO 8906291184: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON �ell 469.0 467.0 465.0 463.0 461.0 459.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 J o_ 467.0 461.0 469.0 467.0 465.0 463.0 461.0 10+94.34 HORI: 1 ":8' VER: 1 ":4' 10+70.00 HORI: 1 ":8' VER: 1 ":4' 10+40.00 HORI: 1 ":8' VER: 1 ":4' 10+ 10.00 HORI: 1 ":8' VER: 1 ":4' 30'-0" \ 13'-25" 2.0% 2.0% 09+80.00 HORI: 1 ":8' VER: 1 ":4' 09+75.58 HORI: 1 ":8' VER: 1 ":4' PROPOSED MILL & OVERLAY PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. PROPOSED CONCRETE DRIVEWAY 469.0 -467.0 465.0 463.0 461.0 459.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 469.0 17'-0" w 467.0 5'-0" 3'-6" 1.5% I 64. 465.0 463.0 461.0 469.0 467.0 465.0 463.0 461.0 SURVEY BENCHMARK CITY OF RENTON BM 1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS NAVD 88 = 454.769 FEET CITY OF RENTON BM 2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH AVE SE PUB ELEV = 448.162 NAVD88 SURVEY CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859 I �Snl' I O 6s 0-,9Z o o .� yM7 I � 00 _ Vh ° rn o$� x N I Z~ o s I �. os� s o °o o s �, , 0 Q Q o s s � o so �1P. yO�s� Q p63 N1VM301S41 T 88no 1VOLLH3A 3O 3kn mo-u °yam o <% -_ O - - - ------ 1- M- 00 �� "+ i$ ° �G2 _ 2- `$ --- -- M- - -- - �o 7RAAMP s. s CO ALL THE LOT OWNERS BOULEVARD AREA TO BE STATION 0+70.00 IS 4IRECTION CURB 106TH AVE WHOSE DRIVEWAY IS REINSTATED TO ORIGINAL + THE INTERSECTION + E DETAIL ONi AFFECTED TO BE OR BETTER CONDITION. POINT OF 198TH ST SE o SHEET 2 INFORMED 72HOURS AND 106TH AVE SE BEFORE CONSTRUCTION. d REFER TO SHEET 9 FOR M LIMITS OF ALL SAWCUT m m AND RESTORATION FOR DOWNSTRINSTALLATIEAM OF SYSTEM. ROAD WORKS PLAN -106TH AVE PLAN SCALE. 1 "=40' 476.00 474.00 472.00 470.00 468.00 466.00 464.00 462.00 460.00 458.00 PROPO� REFER TO SHEET #2 FOR RAMP DETAIL TAPER TO MEET +s .y F I d 14 dp L' 94 •£94I �- - - d01m b'£! ;� s ss� o S s s s Z( 8. APER 1OH:1V 476.00 474.00 472.00 470.00 468.00 466.00 464.00 462.00 460.00 458.00 ROADWAYS NOTES 1. MONUMENTS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS, AT ANGLE POINTS, AND POINTS OF CURVATURE IN EACH STREET. ALL BOUNDARY MONUMENTS MUST BE INSTALLED ACCORDING TO THE WASHINGTON STATE SUBDIVISION LAWS. 2. CURB AND GUTTER INSTALLATION SHALL CONFORM TO CITY STANDARD DETAIL STD. PLAN - 101. 3. SIDEWALKS AND DRIVEWAYS SHALL BE INSTALLED AS LOTS ARE BUILT ON. SIDEWALKS AND DRIVEWAYS SHALL CONFORM TO CITY STANDARD DETAIL 6 - 43. IF ASPHALT IS DAMAGED DURING REPLACEMENT OF CURB AND GUTTER, THE REPAIR SHALL CONFORM TO CITY STANDARD DETAIL STD. PLAN - 103. 4. THE SURROUNDING GROUND (5 FEET BEYOND THE BASE) FOR ALL POWER TRANSFORMERS, TELEPHONE/TV PEDESTALS, AND STREET LIGHT MAIN DISCONNECTS SHALL BE GRADED TO A POSITIVE 2 PERCENT SLOPE FROM TOP OF CURB. 5. SIGNAGE AND TRAFFIC CONTROL DEVICES ARE SAFETY ITEMS AND SHALL BE INSTALLED PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY OR PLAT APPROVAL. HOWEVER, IN LARGER DEVELOPMENTS, EXACT LOCATIONS OF STOP AND YIELD SIGNS MAY NEED TO BE DETERMINED AFTER FULL BUILDOUT WHEN TRAFFIC PATTERNS HAVE BEEN ESTABLISHED. IN THIS CASE, CONTRACTOR SHALL PROVIDE INDICATED "CITY -PLACED" SIGNS, SIGNPOSTS, AND BRACKETS TO THE CITY SIGN SPECIALIST (425) 328-7954 FOR LATER INSTALLATION BY THE CITY. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 6. PRIOR TO ANY SIGN OR STRIPING INSTALLATION OR REMOVAL THE CONTRACTOR SHALL CONTACT THE CITY SIGN SPECIALIST (425) 328-7954 TO ARRANGE FOR AN ON -SITE MEETING TO DISCUSS PLACEMENT AND UNIFORMITY. 7. NEW OR REVISED STOP SIGNS OR YIELD SIGNS SHALL BE ADVANCE WARNED USING THE PROCEDURE OUTLINED IN THE MUTCD. ADVANCE WARNING SIGNS AND FLAGS SHALL BE MAINTAINED BY INSTALLER FOR 30 DAYS AND THEN REMOVED. 457.0 J 455.0 453.0 451.0 449.0 PROTECTIONATDITCH Ivv 10+40.00 OUTFALLS HORI: 1 ":8' VER: 1 ":4' 106TH AVE SE SECTION (STATION OF PROPOSED ROCK PROTECTION AT OUTFALLS) 30'-0" 13'-25" 13'-0" 17'-0" PROP PVMT LANDSCAPING STRIP 6" 8'-0" 5'-0" 3'-6" PROP S/W CD J J J 0 2' -0" c� n a � MILL & OVERLAY D_ w 2' FOOT BEYOND O FROM C/L o a_ 1.5% 2.0% DITCH PROPOSED SIDEWALK AS PER STD PLAN-102 CEMENT CONCRETE CURB & GUTTER PER STD PLAN-101 4" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 2" COMPACTED CRUSHED SURFACING TOP COURSE 76" COMPACTED GRAVEL BASE 106TH AVE SE TYPICAL SECTION SCALE. 1'=4'V, 1 "=8'H STA. 1 1 +64.58' TO STA. 9+75.58' 13'-25" 13'-0" 17'-0" PROP PVMT LANDSCAPING STRIP 6" 8'-0" 5'-0" 3'-6" PROP S/W CD J J 0 J D- VARIES o in MILL & OVERLAY o w o 1.5% 2.0% 7 PROPOSED SIDEWALK AS PER STD PLAN-102 CEMENT CONCRETE CURB & GUTTER PER STD PLAN-101 4" COMPACTED DEPTH CLASS B 457.0 455.0 453.0 451.0 449.0 u0 ASPHALT CONCRETE PROPOSED CENTER LINE 2" COMPACTED CRUSHED SURFACING TOP COURSE " STATION o 8 8 0 + + + 6" COMPACTED GRAVEL BASE rn w o � o O PP -11 � 000 OD 106TH AVE SE TYPICAL SECTION 45773 lf,�''k N) 0 0 C4 0 0 0 SCALE. 1'=4'V, 1 "=8'H ROAD WORKS PROFILE -106TH AVE STA. 11+64.58' TO STA. 10+81.75' 2023-03-15 � 0 SCALE. 1"=4'V, 1"=40'H R-41 0 0 20' 40' IN COMPLIANCE WITH CITY OF RENTON STANDARDS u� EDEVELOPMENT ENGINEERING O CALL 48 HOURS z Sippo 03/30/2023 LiJ BEFORE YOUR DIG CASE 811 Q CONSULTANT MAINLAND ENGINEERING CONSULTANTS CORPORATION UNIT 206 8363 128TH STREET SURREY, B.C. V3W 4G1 TEL: (604) 543 8044 FAX: (604) 543 8104 EMAIL: CIVIL@MAINLANDENG.COM 5. REISSUED FOR REVIEW SGC 2023/03/14 AB SURVEYED: SURVEYED SCALE: AS SHOWN ONE INCH VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C C TY 0 _ " RENTON Planning/Building/Public Works Dept. M ADU EN 0 SH ORT PEAT 19805 108TH AVE SE, RENTON, WA 98055 ROAD WORKS - 106 AVE SE DATE 2023/03/14 4. REISSUED FOR REVIEW SGC 2022/12/02 AB DESIGNED: EM 3. REISSUED FOR REVIEW SGC 2021 /04/14 AB FIELDB°CK PAGE: 2. REISSUED FOR REVIEW MK 2020/06/19 AB DRAWN: MK -D DRAWING NG:6 1. ISSUED FOR REVIEW MK 2019/11 /19 AB CHECKED: RM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: AB SHEET 6_OF_42 �