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HomeMy WebLinkAboutTED4003736.61 ch C!) CL cW .L Z w U- 0 z a O I— z LLI U L.L 0 i i i w a� x w 0 0 N 0 U V) L0 0 N au E 0 0 0) cu I N i N cn 0 0 0 a 4 1 7 LINE OF CANOPY 1 4 1.73 ABOVE e e 1 1 4 1 4 1 / �4 1. I' 4 1.10 1 RIDGE AT CAN WO DRIPLINE I 403F I =_—_—___ I, *' 4 1 1 F f 402.10 401.7 TPI TPI 4 1 TF= 11 Nf 1 -- 3 8. 7 V6 1 W u :. / z_ L----J L --- J 4 1.11 I 4 1. 4 CONCRETE 1 ► j�1G \� I�I P n"7TTER j \ \,,, 1 I f \ f CONCRETE ` GUTTER SWALE \�� 400.84 Z z J L__- 7 J , �♦ 4C ONI/ R� , 40 , , , TF= I�r L _ _ _ _ J L _ _ _ J f... .... _...^...____...�...�....�...�►... 80 F f 4 F 4 1 ° Y � e � � \ \ a 1 1 A SCALE: 1 "=10' NOT TO SCALE I CATCH BASIN FOR/ HYDRAULICALLY ,ISOL SLAB RUNOFV TOP=400.6 KOSK F=401.00 4" THICK CEMENT CONCRETE. SET TOP ELEVATION TO MATCH TOP OF ADJACENT CURB CONCRETE SLAB CONCRETE s� CURB r p£ -_TTTTT_�_ I CONCRETE POST FOOTING, SEE TANK PLANS 3 Profile View 23 \ CATCH BASIN FOR v HYDRAULICALLY IS SLAB RUNOFF V✓ TOP=400.50 i NO. TANK BURY CALCULATIONS FURTHEST DESCRIPTION ISLAND (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) 401.23 2. PIPING FALL = [(L) x 1/8" PER FT.)] 12 = [(L) x 0.0104] WHERE L (VAP.) = ]&Q: (PER PLAN) 1.87 FT. 3. PUMP ISLAND (6 IN.) CONC. PPIVE SLAB (6 IN.) PIPE Cs R (12 IN.) PIPE DI, TER (3 IN.) TANK C "TIONS (9 IN.) TOTAL 36 IN., OR 3.00' 3.00 FT, 4. GRADE DIFFERENTIAL (#2 + #3) _ #4 4.87 FT. 5. TOP OF TANKS AT LOWEST POINTS (# 1 - #4) = #5 396.36 6. TOP OF SLAB ELEV. ABOVE TANKS ® 400.85 LOWEST ELEVATION (PER PLANS) 7. DEPTH OF BURY (#6 - #5) _ #7 4.49' NOTE: MINIMUM BURY DEPTH = 4.0' SINCE (#7) > 4.0', SET TOP OF TANKS 0#5 =396.36 �./ NOT TO SCALE 1/2" RADIUS AT EDGE OF SLAB (TYP.) TACK COAT 10" THICKENED EDGE (TYP.) STRUCTURAL MATERIAL COMPACTED TO 95% OR 6" OVER EXCAVATED, SEE THIS SHEET FOR PAVEMENT SCARIFIED AND RECOMPACTED SECTION DETAIES SUBGRADE (TYPICAL) REFER TO SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT PAVEMENT NOT TO SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 3/4" TAPERED''KEYWAY:. °° a :. a . Q ° a ►NEW -WORK ..,° .Q . :a e a N .e 12" j r-� COLD JOINT \.J NOT TO SCALE 4" (MIN.) COMPACTED DEPTH WSDOT HOT MIX ASPHALT 1/2-INCH CLASS 0000 ° o 00 ° ..::: . 8" (MIN.) COMPACTED DEPTH o0 o a °° ° °O ° ° °o °8 ° o ° 40° 0 CRUSHED ROCK BASE (CRB) 0 0 0 SUBGRADE TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS TYPICAL PAVEMENT SECTION REVISION NOT TO SCALE <4 UCWUAI-YL 1- PIAN VIEW CRATE SHALL HEEL PROOF 01111 AEAVY !,T TY TIRAFFIC GRATE PPORT> AASFTTO i L�5 LOADS I� TT,T'T 011 TT,F.T NOTES- 13OX FABRIC. A H'N) IRO V 10 GA. MATI"RIA1, L>>,x2'x - �; E I }IMENT W TTTNGFF1 4 T �.'� , 24" SOUARE CATCH BASIN s NOT TO SCALE (REFERENCE DETAIL "GC810-30HB-4&6") 6" WIDE STEEL ROWEL FINISH 3' 18" 18" 2" EXPANSION JOINT (TYP) ® Q ® � P G e. c- C CONCRETE GUTTER W/_j 6"x6"x10" W.W.M. 6" MIN. AGGREGATE BASE SUBGRADE PER PROCEDURES OUTLINED IN SOILS REPORT. CONCRETE SWALE DETAIL ASPHALT OR CONCRETE PAVEMENT (TYP.) NOTE: PROVIDE CONTROL JOINTS AT 6' O.C. �G,HAV�ft o n U G<P, ve ENG�N�`G 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANN"G, SURVEYING, ENVIROWENTAL SERVICES cl)L 3 ® � R1 Z 0 C Q L L as iQl a y p 3 Z O o 0 0 P Dit py OD3 c°a W Uz3u 0L m a LL--_c �1GoU 40 I U c 00w � 4n(� J • O N o�r� vi U. o pF A �� S�' 28527 0 �� ��ONA LT N N N N N N 0 O h N \ \ \ \ \ \ o C14 40 4 U � z O ._6" WIDE STEEL W TROWEL FINISH � SLOPE � C c n p, P c . °° NOTE: 1. INSTALL EXPANSION JOINTS AS PROVIDED oL o 0 2. ON PROVIDE NOPY SEXPANS ONOJOINT WHERE EDGE /\\,�\\,�\\��\\�� ABUTS ASPHALT PAVEMENT (TYP.) FLOWLINE OF CONCRETE SWALE 6" MIN. AGGREGATE BASE AND SUBGRADE. PREPARE AND CONSTRUCT PER PAVEMENT SECTION n INTEGRAL CONCRETE SWALE DETAIL as shown °n[ 'w" DAT U M AT FM SW" ACCUROMT I V NOT TO SCALE CONCRETE SLAB AND REINFORCING PER ARCHITECTURAL PLAN SLOPE C p D n NOT ` CITY OF RENTON Approved by: 1= Date: 30�1 Approved by: Date: 71fl?-41;0 Approved by: Approved by: 41106 �- CITY OF WA RENTON Planning/Building/Public Works Dept. Date: Date: QFC FUELING FACILITY Permit No. U13000883 a �, C-4 ") O ® Z ►�. i W W Z W M W c QD: p p tY Z I O a m m a.a a cr m Z Project 15432 Store #00071 15432-07-11 •dwg Address: 4615 NE 4TH STREET RENTON, WA CONSTRUCTION DE1 All.B %=.PLNG FACUTY [ ;rowing o4o.. C7 of 13 �e�0000