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HomeMy WebLinkAboutR-420006Z LU 73 I- rr a n Q LU rr LU I- Q L;j a z J lL 'p At UUKINtK � 7 1 (nl ��WM 4 L .48 Uj a fm • ; 11 I CONC. T04 d APPROVCONDITIOL OF 3:PEAK i WALL w A �I N HEIGHT GRIDLINE J-7 °a r768tl ° // /1!l/11l/LLL//1ll/LLL/ILL//1Ll/LLL// /11L/!lU/11!/LLL/LLL//!11/ E 138 .77 ° � STA:8+64.� , 32.�� TEL. THIS SECTION OF /1 � SS(RE���� �� ••, ° PO PAVEMENT SHALL BE /---------- ASPHALT PAVEMENT - ? -O GRIDLINE J-5 /------ - d STANDARD DUTY. E $ d LA --------------- STA:8+00.90, 32.20' LT N %11 Z e o 0 FOUND 0+76.1 - _ +----------------------------- 6 oNl o �' J�, NO PA K "HARSTAD" LS#197 6 - +84 +14.2 WALL , 1-2' SIG e 1.4 �,,�`� +29 6,, ■ ■ . .. SS-- -- SURFACE RESTORATION ,����':.� •5t STA:4+33.89 = GRIDLINEA-4 + m o n FOR RETIRING 6+13.05 -20.0' STA:7+03.8213.13' RT 9.01, .+53.6:; �� ' ° ° I +o + EXISTING WATER 4 °a12.5' ; ■'� ' I N rn + J ~ . SERVICE +44.3 R2.0 R2.0' I' n I + I. +25.9 I N 176136.02 7+00 I 12.0' '1 I R2.0 +55.7 W I° E 1300485.40 8+00 , 12.0r \ I _ 12.0 � �� _.�g+2 p 12.5'_ 1 I a R1.5' TYP. +94.5, +06.0 +22.8 +4 X I I Imo+ + +- - IF NOT SHOWN +42.8 +6+67.1 - N 1761 q STA:6+56. 8, 15.00 RT - - - _4.7 X I R2.0 � ° _ 1300786. •' .'. ','. °`' +19.3 + 16.0' r 16.0' I I S88° 31' 26"E +55'1 +- i I o_ 11 I 18.5 I + ° +48.3 ♦ 16.0' 300.90' • v _-- + ..,o; + II o d - - - FOR FRONTAGE �. �\ O -- -- a • . a . .p . .p . .p • + WORK, SEE MAILBOX +24.3 +41.3 + + a R2.0' + +72.6 +44.7 + + I = ° C7.00-C7.50 <c 83.3 +64.7 + o +67.1 +84.9 +97.8 +14.2 12.0' + a ° . . PGG= 9 4 n 4 C:a r.+75.7 +5 + , Z r TEL. MANHOLE o� 31 +75.7 I ° + + I Q : au, , .. ¢ 32" DIA. LID d• • , ' �_. + + TEL. POLE & �" GUY ANCHOR 4 + + + a J ° DO NOT ° d . + �, $ ENTER SIGN Q 17 ° GAS PIPE % + + o I ° SIGN ' ` +37.2 4 W W 3.0' f a + + y ivT� 4 5.0' ROW WM., a` DEDICATION + 4 / PROPOSED + + / / e 714 MULTIFAMILY ct : ; :° ++ + + + + R2o.o' BUILDING + ++ X �. �: I J FFE-32.08 :1 �+ �W +00.3 EXISTING J / ' ROW LINE \ +83.1 / A O d PEAK/ p • ° 1-1x�s • (P O HEIGHT 8.0 + D ]I �� _Z A=28° 17-55" / ' +49.7 ' ' � HELD CITY OF R=573.50' /� +65.8 , RENTOIt CONTROL r; PROPOSED a L=283.25' / ;� ROW DEDICATION / / A iy POINT 393 LINE� T q� a +33 4 00 01�c bd: • 3.0' •D'A � , W / - ° 20 00 BP: 20 00.00 / I d y A ' r GRIDLINE 1-F 1 ALL PER /' ° 11 STA:1+80.89, 28.71' RT C4.10 DETAIL :, b 1 ° S� • I I 00.7 ' • e {ITEM 1 }-------- - ---I +60.4 CC CITY OF RENTON G / I ,�•�x0^a � + Q , /I \ •• :d 30.0' UTILITY ESMT. TO CITY I / . D' a + _ 0 G ORD. 3266 %%" " /,, o REC. NO. 7812040685 Y ° N. LINE VACATED SO. 7TH STREET ;id. 2 + /,, c,�� 56 .. EASEMEN •.' �• p • °• a G�� R���' REC. NO. 78020f0578 +60.4 ,�. °/` d . ��' / �1 0 ; 'd -1 • s 0 5 .. / �,`!�/ i / •ad-SD(REF)-SD(REF) SD ( ?�`` SD(REF)-SD(,REF)-SD(REF),nSD(REF) 25.0' 7) ��/ 15' PVT. STORM(G1) sc d ----- `� / N a TEL. JBOX \sOrR P.O. B - " R PARCEL D - ss 0 �S / / / o� FOUND 1 5 ASSIE W/PUNCJ 1 FPS , ' a /�� Pqy TIOI_�F / G DO 0.6 ' [SE COR. SEC. 18, �J/' A. �s 8 C� U TOP 5� I N. . RNG. 5E] °rReFj ELTER F REN �� POI OF COMMENCEMENT \ ALK., FFIC CEL C // GRAPHIC SCALE sO SIGNAL AND STREET N 175856.98 e LIGH SEMENT. 0 10 20 40 CITY OF RENTON `0 3 / NO. 871022135 E 1300673.62 ° ' znn' UTILITY ESMT. TO CITY , / I BP: 1+00.00 / ° ^ 1" = 20 FEET " Know what's below. Call before you dig. 0511212022 , / / / ■ Civil Ergiriews sI do lEIgineem / LarMscapeArohdects / Community Planners Hj B] L O LarM3Y. Neighbors- T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2R267.2425 TEL 1 PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION Rol REVISION JN 3/18/221 DT SURVEYED: T.L. JN 4/25/22 DT DESIGNED: J.N. JN 5/12/22 DT DRAWN: J.N. CHECKED: DT BY DATE APPR APPROVED: KEYNOTES 1O GRASS PAVE PER LANDSCAPING. OBOLLARDS PER ARCHITECT. 3O RELOCATE BUS STOP SIGN. L0 4O GRASS PAVE, EXTENTS PER LANDSCAPE. 5 C2.10 r r O TRANSFORMER PAD PER MECHANICAL PLANS. 10 O N U PAVING NOTES 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 0) co 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY N FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS, O AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF OO SURFACE WATER. r 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS N REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED Q OTHERWISE. J 4. VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE. 5. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 6. TOP OF WALL AND BOTTOM OF WALL SPOT ELEVATIONS SHOWN ON THESE PLANS REPRESENT THE TOP OF PAVEMENT OR TOPSOIL ADJACENT TO THE WALL. REFER TO STRUCTURAL DRAWINGS FOR ACTUAL WALL ELEVATIONS. N O 7. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED O OTHERWISE. 100 8. SEE LANDSCAPING PLANS FOR CONCRETE SCORING, N GUARDRAIL DETAILS, SURFACING OUTSIDE OF CONCRETE AND ASPHALT, AND PROPOSED VEGETATION. *ALL ONSITE CURBS SHOWN ARE VC UNLESS OTHERWISE NOTED LEGEND: RIGHT-OF-WAY/PROPERTY LINE CENTERLINE PROPOSED BUILDING OUTLINE ASPHALT PAVEMENT - STANDARD DUTY 1 ASPHALT PAVEMENT - HEAVY DUTY C2.10 " : p CEMENT CONCRETE - STANDARD DUTY 2 ' CEMENT CONCRETE - HEAVY DUTY C2.10 9 VC VERTICAL CURB 3 C2.10 FC FLUSH CURB 4 C2.10 PERVIOUS CONCRETE 6 C2.10 SCALE: HORIZONTAL: NAD 1983/1991 PER SHEET ® CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-420006 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z U-1 DEVELOPMENT ENGINEERING G JChavez 05/17/2022 ~ Q Q DATE LU03/18/2022 WATERSHED APARTMENTS 2 CIVIL CONSTRUCTION PERMIT FIELDBOOK: (n PAGE cc DRAWING NO: Uj HORIZONTAL CONTROL AND PAVING PLAN C2.00 Q SHEEN G OF: 46 V