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HomeMy WebLinkAboutR-435436LO Ict Nt 0 LLB I W MATCHLINE - SEE SHEET C-401 �I • �� • �� ' STA 22+00.57, 22.5' R 99sue... .1. PROTECT EX UTILITY POLE [S87- 12 5 E 1 /0� 8 9 5 CD ,I INSTALL DROP TO �•�, .I , , UNDERGROUND. / •� I. N I CV FH w(_0 ALL NEW AND EXISTING POWER / TELECOMMUNCATION LINES ON THE PROJECT FRONTAGE SHALL ; BE UNDERGROUND CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL AND RIGHT OF WAY USE PERMIT UNDERGROUND TRENCH RESTORE SURFACE WITH 6" MIN DEPTH CSTC 12" MIN SHOULDER WIDTH COMPACT AND GRADE TO DRAIN OVERHEAD POWER AND COMM INSTALL 375 LF UNDERGROUND UTILITIES SEE ELECTRICAL PLAN SHEET E1.1 STREET LIGHT PER ELEC PLAN (TYP)� ��CURB AND GUTTER © 13'I RT C`404C`404 TRANSVERSE PATCH 4" C`404 MIN HMA CL 1 /2" PG 64-22 (TYP) 2" GRIND AND OVERLAY OVER EX CONC PAVEMENT WITH ASPHALT OVERLAY (TYP) (a�(a�CURB & GUTTER C--4004C-4004 © 13' RT � LONGITUDINAL PATCH — CC-404 4" MIN HMA CL 1 /2" PG 64-22 (TYP) UTILITY TRENCHING AND - RESTORATION PER COR STD PLANS 110 C`404 P- 8' PLANTER STRIP (TYP)I 00 N N a CD CD Nz - J 30' STCB 1234 RIM 548.36 12" C NC N IE 546.6± 12" C NC S IE 546.6± LL OF DIR ; MEASUREMENTS FROM TOP 0 PIPES 0 13' 0 0 rn 0 cV SEE ELEC PLANS - — — 170.84 •I •I - I / AZ S87` 15' 6" Edo ----- --- I .—s-�- -- 156.95= Z B-r (pUgZ 1C) � . .I ... , AII: I I I N87' 15' 36"W\ I ' 4 ��/ ' I 171.19' — d' V V , I — — P 1� R 0 S FUTURE EXPANSION � — ] • I 1 IMPERVIOUS (NPGIS) AREA=2,441 SF I I. . i r7.o6' 1 — — — — — — INCLUDED IN STORMWATER JQ T i .I I.M. . . • ' II' MITIGATION CALCULATIONS I 1 i /��VERTICAIL CURB ' • I, , �- e 1 0 ' JQ C-404 (TYP) I I .I '�' ❑ N� ' r.N . . - =- UNDERGROUND TRENCH I I I I •I RESTORE DITCH AND SURFACE I I JQ I - a. • -4 - • ' .I• .. WITH 6" MIN DEPTH AMENDED SOILS a _ ------------------------ - - .I . - .I. o • . a° 4 ° . - I , . 3 I .�' . 6" HEAVY DUTY a ' . . a ..: ,I ASPHALT PAVEMENT 1 d . •I, • . OVER 8" BASE (TYP) • a. 1 , d a.. w , 1C, Q. Q S' a ass .I-°' a .I 3 wCo ro . LO '.I.. d d..a ••' .I .q o , a .a ol� ° I • .I 10" HEAVY DUTY m . . BUILDING . - . . . . ICONCRETE OVER t ' I a_ I. FF 545 a° ASPHALT TO a •I •I - 6" BASE a CONCRETE, a I. C� 03 'r C3 TRANSITION I•. .I ' r a •I I. •I.d • •.'. .. -I • • • VERTICAL CURB . . ° I • a • I • (TYP) C-404 i CONTRACTION a :a •_ • a p • • .• a . I. ' JOINTS TO MATCH t " ' I• . .I BUILDING JOINTS i 2 4" CONCRETE ❑� ve PNo ' 0 SIDEWALK (TYP) N I. . . . N N BEGIN CURB & GUTTER W/ CURB TAPER C-403 „ . I. IC i ® 2.5" ASPHALT I' 2 TACTILE STRIP ° .I ASPHALT PAVEMENT I , , C-403 PAVEMENT OVER PER WSDOT STD •I I- -- RAMP 6" BASE PLAN F-45.10-05 I• - .I ' CONCRETE SIDEWALK PER � WHEEL STOP j • •�• • • � I•`n • • ' - COR STD PLAN 102 C-404 C-403 .I � � TYP OF 5 - 'I S87° .0 05"E ------ --- - I I I 636' — — � _ ° I•a ° as � a o •I I I •I ° I 30' DRIVEWAY TYPE C2B c�34o4c�44o4c ; 0 ° �' ' _ • I d -T' I' . . . . . . .W. . . . . •_ • . . .W. . . . . . . . .W. .W. V _W` qF _ _ ice.•.•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • s �- N ������������������ ����� ass T — �— �,,,,��,��„�I 6„ HEAVY DUTY 1 PAVEMENT . ss. . . . . ss . . . . ss . . . ss- - ss • SS. . - - - ss• • ss CONCRETE 3 up UP P------•--•--rup uP PT--•-- i -r�UP u OVER 6" BASE (TYP) �a ..... .......I. I ...... '•'. - t CURB TAPER (TYP)�'•'•'•'.'•'- `. � ADA SYMBOL, BLOCKOUT . • • • • . 23No ;Y,I W — W — —I • STRIPING AND WALL Pie P `o "' MOUNTED SIGN Q a o z . . . . . . . . . . �3 C3 �"�k5' SIDEWALK .•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. o \N S � 8' PLANTER STRIP •.-.•.•.•.-.•. . . . . . . . . . . . . . . . . . . . . . . . 5 CONCRUE SIDEWALK TYP) 72 25 3 0' STA 18 1RT • • • • • • • • • CURB TAPER ANGLE POINT STA 18+69.50, 15.25' RT CURB TAPER ANGLE POINT a i STA 18+67.00, 15.25' RT 611l:7:2111111 II_\N11111=_\E[el■=gel 1E11 STA 18+64.25, 13.0' RT 63.06' END CURB & GUTTER — — —W/ CURB TAPER (a:)— — C 403 ' REMOVE AND RELOCATE UTILITY POLE ASPHALT PAVEMENT I CONTRACTOR TO COORDINATE WITH PSE RAMP TO REMOVE AND RELOCATE UTILITY POLE, INCLUDING UG SERVICE DROP EX DRIVEWAY - - STA 18+27.07, 22.1' R RELOCATE UTILITY POLE INSTALL STREET LIGHT PER ELEC PLAN 12" 4NC� SEE SHEET C-604 ROLLING GATE SEE ARCHITECTURAL PLANS VERTICAL CURB (TYP) C-4004 171.17' S87° 21 ' 05" E — — — — — — 57.06' 20 0 10 20 40 Scale 1n=20' LEGEND — — PROPERTY LINE FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING EXISTING ASPHALT TO REMAIN ° CONCRETE PAVEMENT ° a ° • r HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT • HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY VERTICAL CURB CURB AND GUTTER - —{ - DRAINAGE SWALE SITE WALL ID 40 QUARRY SPALL DISCHARGE PAD 0 o AREA/YARD DRAIN ® TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 Op CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT e FOOTING DRAIN CLEANOUT • DOWNSPOUTS o DOWNSPOUTS W/ SPLASH BLOCK ss SIDE SEWER PIPE SEWER CLEANOUT T— SIDE SEWER CONNECTION Op SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS W _ WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT ��—��FIRE SERVICE CONNECTION TOE OF SLOPE - — — — — — — - EASEMENT RE-VEGETATED/HYDROSEED AREA '. GRAVEL SURFACING Know what's below. Call before you dig. Dial 811 T ARCHITkCTURE + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengine I- m Co Ir— sF C) G OF WASy�/� L J Nt 00 O O O O Nt N O O O N Q Z) J PERMIT RESUBMITTAL No. Description City Comments Date: 8/21/2025 6 Project Title: 0 r Z O —Z as H LV -a J m LV Z W Z — � o Q Q L ( w z o w Q z z w Of LL � Sheet Title PAVING & UTILITY PLAN ALT 1 Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number: R-435436