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HomeMy WebLinkAboutR-41881400 00 rl- 0 0 Q O N N O N r O Iv E 0 0 a E I rn r O N / O O O N M I. N FENCE EX E CE J ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B OF EDENFIELD (SUMPTER) SHORT PLAT A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. EX OVERHEAD CITY OF RENTON, KING COUNTY, WASHINGTON a r POWER (TYP) EX 10 SIDEWALK AND UTILITY 0�1 �/ I Ills a. EASEMENT PER RECORDING / I•.' I O'I #20160812000380 EX OVERHEAD �' C� SEE BELOW FOR POWER (TYP _ SIDEWALK CONNECTION G I----- - - DETAILS. YD / I I;. ; X RIM= 74A)S- 373.98 ' I { a IE=3r1-(6")371.43 EX ILLUMINATION. ��; /G REMOVE EXISTING II �! w x 6 LF 6" PVC 1 G ADA RAMP POLE ..(TYP) CB TYPE 1 0 8.50% EX FENCE r RIM=373.66 x.-x-x-x-x-x-x-x--x-x x- _ v' /G N 18" DI=371.02 I'� ° YD x-x-x-x-x-x-x- EX GAS LOCK AND LOAD DRIVEWAY SEE C.O.R. x EX �... RIM=3�6E373.74 UNDERGROUND ;` �.: E 18" ADS=370.71 �' p IE=373.04 (6") RETAININGWA WALL STD 104.2 ON SHT 29 TELEPHONE LINE �,�� ' S 18" DI=370.47 I I B 0 10' 20' 40' CLJGI'. jo CB TYPE 1 2 PVC----------- --------------- -------------- - �' a RIM=373.00 ° 11 L,�80% w - - 9- Ong 18" N DI=370.00 ' 1 1 YD7385 74_---------o__ p - SCALE: 1 "=20' , j Qom SCH 80 PVC 12�� E CNC=370.25 I i RIM=3�-9� � fiRACT B � 8" SEWER ' W ' EX OVERHEAD WIRING 18 S CMP=370.00 I I I CEM 9 IE-3�46 (6) SHARED DRIVE FOR SIGNAL TO BE W I 13 LF 12 I I I » - cw 121 LF 12" DI PRIVATE P i� RELOCATED UNDERGROUD J SD (PUBLIC) III �1P��R I LF 6 PVC " ( ) to ( ) i / e; I a ® rfs-,\ 144-3• LF 12 DI (PRIVATE) a D pL o W -C42 LF 12" l 9.06T :PRETREATMENT CDS PER a + LU / E 142N L EX OVERHEAD a � SD (PRIVATE) ' I I a a ` c a..: 32.3 aDETAIL ON SHEET 17 70 LF 6" PV ■ N W �7 TERIA ¢ a ca e MINOR AR h� POWER (TYP) �Q �I I i III SE p �� `:x" :;: p:; CBi ° . ®0.81% 374.29 CO ° \ SSMH o I III ° ' $ R 5 fr LF 12 DI S PRIVATE ®1Lo o PVC b W RIM= " / c SIGNAL RIM=372.59 = c� I NA P, ,::+ �• • •.' • 1 7 IE=372.44 6 ■ W .... SG L OLE 0 ( ) _ POLE 372 8» N=364.44 a f" � PER WSDOT I �� 5 LF 12 `Sfl' .- PRI11(A,T i ,`.' / (n - EOA..... c 8�� S=364.4. II _ c v STANDARDS WITH �� - CONTECH STORMFILTER - - C 374.64 6 LF 6" PVC r J r(uc) c ✓ _ L0 FIXED BASE III 4-CARTRIDGE CATCH BASIN EIM37-3� g47 6") SEWER ®0'99% ��- I. o SEE SHEET 17. FOR DETAILS 0 EX Truc� j a I %' III i I . :.:.:...:..::.. .•:....: 6 LF 6" PVC " SERVICE (TYP) UNDERGROUND w - I N :: 0:"A C` SS' , 8 " 0 10.44% 6 PVC ROOF & Q TELEPHONE LINE F 12 C.0 .' �374.69 FOOTING DRAIN 0' •' '' ........... T " 31 00 I o L EX ILLUMINATION ATION �0�� �� EX 8 SEWER yEX 8" WATER �/ r i TRACT A <:; DI (PRIVATEr RIM=3,44 0.5% MIN. (TYP) 374.18 CO ■ POLE (TYP) �. ('. I II x _ �,..... IE=372.50 (6�) 3%� ' -RIM- 2 EX SIGNAL HEAD AND PUSH 1:1 6 ` �\ DRAINAGE FACILITY ;•:' > :: ;:,: 1 IE=372.50 (6") FORRESTOR MARK II SEE SHEETS 16 AND 17:,-- _ BUTTON TO BE RELOCATED TO NEW . •• � FOR MORE DETAILS y • BEARING PAD 1374.40 1463400081 EX FENCE POLE. EX POLE TO BE REMOVED ■ J I I I aili i f:':` :.:: , ..:':...... I ELEVATION (TYP) 1 EX OVERHEAD o POWER (TYP) a I I II I IIII., I II I • I I II I I I I 1l I II �I 0 5' 10' 20' 1. Ong IF ll SCALE: 1 "=1 0' I I••.I I I o EX 8" WATER a I I a WI �; 74.44 XI MATCH EG REMOVE PORTION OF EX W; j; g SIDEWALK AND REPLACE II WITH LANDSCAPE I ,. REMOVE EXISTING II ADA RAMP I II - - I C �' 374.2,' CB TYPE 1 RIM=373.66 a N 18" , DI=371.02 I I I I I �vss G E 18" ADS=370.71 W 1 S 18" , DI=370.47 (n I ¢ I i w I I >Of i Q � I I o oI I - J �"' w -� ^o Lo 0 a T I! I Il I CB TYPE 1 II I RIM=373.00 �� 18 N DI=370.00 12" E CNC=370.25 18" S CMP=370.00 I ---------------- x x EX 10' SIDEWALKI AND UTILITY EASEMENT PER RECORDING #20160812000380 EX DRIVEWAY Iw 374.50 MATCH EG x ---- .+ a • _a ^ - 374.31 BOUNDARY TRACT B SHARED DRIV cn I __1 0 I B I v T� 375 370 PROPOSED TREES TREE PROTECTION FENCE AND FIRE ACCESS TO BE SAVED (TYP) MINIMUM ROOT EASEMENT INSTALLED PER TREE TURNAROUND. SEE RETENTION PLAN ON SHEETS 37 TO 39 DETAIL ON SHEET 2. PROTECTION ZONE (TYP) „_ ' VERrICAL t , �' vc Lu LL fn w GRADE �PROPOSED LINE Zr JFR Vw VANED GO - 0 CENT RLINE co r7 r'') u7 r) M rl� O M N M M co N p N I� 1'7 N � OQ0j M r0 O7 1'7 I'7 M rl� a0n � N Ih r"� coq N Ih r"� M BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 NO. 25+00 RECORD DRAWINGS AS BUILT REVISION 24+00 TJS 10/10/22 BJT SURVEYED: DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT W5 375 370 0 SCALE: PLAN: 1 "=20' VERTICAL* NAw IM PROF: H 1 "=20' HORROWAL• NAD 19W/1ee1 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1�-J_I4 1 I 1 1 1 SITE MAP KEY PLAN a UTILITY CROSSINGS: IE 12" EX SD=369.83 T/P 8" W=368.79 *SEPARATION IS LESS THAN 1.5' REQUIRES GEOFOAM KEYNOTE: SPOT ELEVATION AT O BACK OF WALK, CENTER OF DRIVEWAY. CONNECT WALL DRAIN TO STORM LINE. SIGNAL LIGHTS TO BE DELIVERED TO THE CITY OF RENTON MAINTENANCE SHOPS Q CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. IDNO PARKING SIGNS WITH DOUBLE HEADED ARROW PER MUTCD R8-3 (MOD) TO BE INSTALLED BY THE DEVELOPER. LOCATIONS ARE AS PER SHOWN ON THE PLANS. © FIXED BOLLARDS W/ TYPE 4 OBJECT MARKER (TYP) SEE DETAIL ON SHEET 28 © EX GUY WIRE DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. CALL BEFORE YOU DIG: 1-800-424-5555 .AOQ%Lk CITY OF RENTON Planning/Building/Public Works Dept. F. TAL� 4 O 0 Z 1423 ��F F /SjE NA L 0/10/20 V C O V Vf = m .� O (0 am uj c c N M <05N Q LO I. i Ln a-+' N W V 00 r Y R-418814 � �r IN COMPLIANCE WITH CITY OF RGnirnni eTnninnrzne ASBUILT ROAD AND DRAINAGE PLAN AND PROFILE - TRACT B EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H Q J ~ N 0) O T N LnO z DATE 10/10/2022 �-- m 0 FlELDB001C PACE: DRAWING NO: �w cn 7 14 OF:47 �