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HomeMy WebLinkAboutR-430507A / ---------------------------------------- 1L n ---- --------------- ------------- ---------------- ------------------------------------------------- - Ln / O- / ( \' mNt / SINGLE DIRECTION RAMP LU "TYPE B" PER WSDOT PC 214.20 STD PLAN F-40.16-03. / SEE DETAIL, SHEET C3.33 if j--�� 17 T 2 Z PC 214.12 � I 1 213 70 213.35 214.48 O 213.35 / \ 214.04 217.13 %24 214. 00 A 'l 1.370 %24 213 214.1 216. 98 o n 213.35 214.48 I h :•d 213.2 216.62 h ° °I° ° •. B al'. � 213.96 ° e • W R=25.00 213.80 :° a ° . ° . / A- 90 00'0 " R=25. 00 215. 66 � 216. 61 <° • ' °: � ° 3/d 212. 44 L=39.27 I A- 8157'08" 216. 11 a A v I , ° (,/� PC 211.25 � ° L=35.76 5.6q ,. °1.5i° 216.z1' 44 /A :e ° ° a° • d it d . 5�1-,, 1.50 �16,39. l A .° ;.. ROAD A � 2>5.84 ° , - . ° • ° . a .. . a " a A ° <J16,.25 . dal (PUBLIC) I ' N d a • ' v' Q. N V iO .e' {r ° a.. .� a 21gJy 1.5/o A A o q` 216.13 5. v \ INTERSECT/ON DETAIL ROAD A & ROAD B 1 " = 10' 208 4. R=15.00 A- 36 34 25 205.56 L=9.57 I 2os ; ' • / 21s R=15.00 ° L=11. 62 A204. 93 2 tb` / 7A a.' S -214 I� PC 204.28 212 ° a J ° 204.83 o / J 205.60 �.. C 204.55 T LOW POINIT (44 204.75 � a 205.52 4 °1' , a ' 204.83 / J ...< A 204.13 A A I o ° 205.52 75 - - -2(ls- ® - --4.8,E ii %2d 204.11 �rn/ 04. 9 g 3/44 204. 03 20J 92 PC 205.95 3/4 205.44/ .92 PARKA VE N a=853152o I of o l PC 203.94 L7.32 R=25.00 =3� d=89 0923 I \ y L=38.90 \ 204.06 40.97 \ I / I / I �° °000/ INTERSECTION DETAIL PAR!(AVEN&ROADA / / / NO. 53' ROW 6' 7' PARALLEL TRA VELED 5' SIDEWALK . 8' PLANTER PARKING WA Y 13' TRAVELED WAY 8' 1.5.E 4" HMA OVER 6" CRUSHED ROCK PER RUC 4-6-060.F.2.5 (ROAD A) SECTIONA A NOT TO SCALE 5' L 4" CONCRETE SIDEWALK PER STD DTL 102 CONCRETE CURB AND GUTTER PER STD DTL 101 50' EXISTING ROW 25' 18' 6 5 13.5' EXISTING ROADWAY 10' DRIVE LANE EXISTING SIDEWALK 2" GRIND AND HMA 0VERLA Y SAWCUT EX PASECTION (PARK A VE N) SECTION C-C NOT TO SCALE 20' ROW 10' 10' 2X 1 „ 2% 4" HMA OVER 6" CRUSHED ROCK PER RUC 4-6-060.F.2.5 AND STD DTL 103 32' 8' PARKING LANE 10.5' 29_ VARIES VARIES VAWE5 NOTES: 8' TO Ir O TO 12• O TO 12' EDGE OF FACE OF BACK OF T. M adJestable plaifmm may be used 1n 104I Hie Piatfom� deskyi shown on SIDEyy this p Ad�ustabfe platforms must fit the hradcet design shown D» tlti9 plan. oa Y1tw+0uf CtJEta Brackets ere requhed for all single post installations: Field ddtGrlg may be required. 2. A Typo 2 support is required when 2 or more maltmes are to be Installed an one support, A maldmum Df S maaboxes may be installed on a Type 2 sup- .S. pars See Stdec 932.7. TYPE OF �, TYPE OF 3. 'Attacph a news r boz to a steal post with two 1 7SUPPORTJ8' Muffler U.games spaoad SUPPOti SUPPORT y CURB VVAPJES VARIES t lag bolts to r vspa r taxes b � Posts Newspaper bo es must. VARIES rTYT E SIDEwntx Dot extend beyond the nt of the ma box when the maIIbmc door is dosed. VARIES] 4. Spacing of mailbox aerating holes varies among manufaOtuers. Attachmentoft the mam mr to ptatfortfliin fim n may require drg additional holes through the -,• n �� . r:• -e.1 maimaz to fit the plaffam S. Canter the mailbox on the platform to ensure apace for the meitbmc doar.to open and m allow apace for I= t90 the fasteners sDtket and ancRodng system may be substituted f» 5eu of the anti AT EDGE OF SHOULDER BEHIND CURB BEHIND SIDEWALK twist plate assemb for single steel posts sham on this plan. The socket end wedge erlatottng system shag meet NCHRP 350 crash test criteria. Ant] -twist plates are rat real for wood post installations. MAILBOX PLACEMENT, SECTIONS Kk=X SIZE r, 1A OR 21TYP4 INSTALL SNOW GUARD MIEN MIEN - - _ - ...•. (2CLAWS PER BM 7 SPECrFDE3ET0 A14 rN CONvv}1EET S1)`T (SEE S7 NFSPAPER ox ENENOTE 3(S) _ - Qtip NEWSPAPER BOX WLTIPLs UAW= Qr A'01 �•Tej 9,p� (SEE NOTE 3) SUPPORT (SEE NOTE 2; ' - P b iii -� _ Ao�B �e2T04L, 1 AND-1'V:1ST PLATE h b 1' 811EErs I aji EXPIRES MAY. 16i 20 (SEE NOTE, • .. MAILBOX.. INSTALLATION aim POST. -Wom t7Pt10N'•oPt(IDx aY,�: ," - :. (PROPRI:ARYDESIGN SNDVfN} 4 , ;�.�.�,i"•;, ti �- .y ;..';' $TANpARD PLAN;H-72_'4 TYPE t SUPPORT °.. TYPE 2 SUPPORT • , , ! _ ` ."• - ' . . � •'�. - MAILBOX'SPACING'bE'TAIL' ot......�,�.....,e.»,m.�„'.,+.,:,• -� .,_ ADOPTED . ;!=•.•.'r.-•:4'/t -) . �-.�ovepnarmrrv.wrNMr �� Q • CfTY`OFRENTON • r.-'% o a.4 t`""`STANDARD'OLANS .:.,; w - ° . +,�' _ -'.c r'•� 'Ov[ar: dflriL r6iN4�1i47 y.4 Tl.• !�!• 1^+"���.p�a':�•MK±.�.3::a�x7tdr>�, Y' r F '4•:.:j •p.. _ .,a_�lrlaly . - ... •, �" r ~ ,_ �.::'. , � .,�,..,. �... - � �A57.DAiE:,.05T0512002= iAl 15 • - � • , '� ^' , -4+� �A J Fr'i ` A' 'tlTS= w?Y:a.b`i'S _ ' �•.6 +r 7"f:: , x (ROAD B) SECTION B-B NOT TO SCALE CONCRETE CURB PER STD DTL 101 V 7' ROW DEDICATION Z v W 0.5' 8' PLANTER 5' SIDEWALK 0.5' CONCRETE CURB AND GUTTER PER STD DTL 101 7" HMA OVER 6" CRUSHED ROCK PER STD DTL 103 R-430507 SURVEYED: SCALE: VEff'CAL:* NAw 19/188 4 CITY 0 F OTHERS HORIZONTAL: NAD 191 DESIG"EFLA WO BA/NOTTI RENTON DRAWN: VR CHUCK FEUL/NG ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. M/CHAEL MOODY SCALE NOT ON ACCORDINGLY REVISION BY DATE APPR APPROVED: M/CHAEL MOODY 4" CONCRETE SIDEWALK PER STD DTL 102 N O N u PROJECT NO. 2008 1K A. •waryfy•pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .cI „ , Z• PLANNING • 41843 • DESIGN SURVEYING LL �.��; • �IS7ERE'�l�vC'� AL 6 12100 NE 195th St Suite 300 Bothell Washington 98011 425.885.7877 04/02/25 L� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING T HH nh 4 2 2 } uy 0/17 /05 \c O JONES RENTON SHORT PLA T DATE. W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE O INTERSECT/ON DETAILS & DRAWING NO: C3.31 1 TYPICAL ROAD SECTIONS SHEET: ^ OF, 34