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Home My WebLink AboutP_Civil Construciton_Plans_D50 Details C500-501_20170522_v1�r I L T Lo � YELLOW SKIP LINE LONGITUDINAL PAVEMENT MARKING DETAILS SCALE: NOT TO SCALE 4"= C221IC500 LENGTH PER PLAN 4" WIDE WHITE OR YELLOW PAINTED LINE (SEE PLAN) EDGE STRIPE /SOLID LANE LINE SCALE: N.T.S. STOP LINE 0 I cu 24" '-0" 1'-0" 1'-0" STROKE WIDTH 3 3" (TYP.) WHITE PAINT TYP t -a - SEE3 SEE PLAN STOP LINE W/ STOP MESSAGE SCALE: N.T.S. C221IC500 C221IC500 PED MAN LAYOUT SHALL ALTERNATE AS SHOWN 4" PAINTED WHITE EDGE LINE t0' 4INT PER BOEING DECIFICATIONS ; r 4" WHITE PAINT L -b PEDESTRIAN PATHWAY SYMBOL * PEDESTRIAN PATH *PED PATH WIDTH 4FT-6FT INTERIOR 4FT-8FT EXTERIOR NOTE: CENTER PED SYMBOL BETWEEN STRIPES WHEN NO FENCE IS PRESENT. CENTER PED SYMBOL BETWEEN FENCE AND STRIPE WHEN FENCE IS PRESENT. PEDESTRIAN PATHWAY MARKING DETA LS SCALE: NONE TRAFFIC LANE iri ITI' 1 r % n irri MATT 1 EDGE LINE 15 MPH LEGEND PLACEMENT DETAIL SCALE: N.T.S. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE SHORELINE PERMIT W4892664 MJS 03.24.17 C2211 C500 L BOE/NG' c� C2211 C500 CORNER, Ef OR PULL P 16" MIN D 0 I rn 1 ninr RETE 1'-4" DIA. (4") DETAIL - BOLLARD SCALE: NONE 3 STRAND BARBED-WIRE APRON ON EXTENSION ARMS,-� STEEL PIPE FIC YELLOW FL. CRETE BASE ) PSI @28DAYS C470IC500 0 _I TIE WIRES OR INUIN-UALVAINILLU HUU KINDS I YF' JD TOP RAIL OR TENSION WIRE )ST > >> BRACE >> rl > > LINE RAIL POST TIE WIRES OR GREEN VINYL COATED CLIPS, TYP CHAIN-LINK FABRIC (9 GAGE, 2" MESH) BOTTOM OF TRUSS ROD `V MIN DIA) FABRIC TENSION WIRE HOG RING (3/8" �\ TYP <. II III—III I I III=1 I —III III—I _ III—ITI=uid III—I I ITI � 911 hI � � I I I I—I � I u I=� S I I III—III 1=I � I I I ITi z x GRADE _ CONCRETE BASE N ° N a Ai 10'-0" MAX 10'-0" OC MAX 10" MIN DIA LINE P03TS S I O BE EQUALLY SPACED CHAIN-LINK SECURITY FENCE DETAIL SCALE: NONE C470IC500 U u- 0/>�j UoUoJTc UoUo)D UoUo�oD_ � UoUo0_o UoUon`J Ut C s0c0 0 0 0Do0 0��0 0�I PAVEMENT D ETAI L SCALE: NONE ACCEPTABILITY M. SULLIVAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. I DATE M. SULLIVAN ME SUBTITLE 03.24.17 TITLE 03.24.17 CIVIL MASTER C220IC500 4.5" HMA CLASS B , 12" CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) COMPACTED TO 95% PER ASTM D1557 COMPACTED SUBGRADE SEE GENERAL NOTES SHORELINE PERMIT SUBMITTALI MISCELLANEOUS DETAILS REVISE SITE ENTRANCE RENTON SITE - GATE D50 FACILTY DESIGN BY MSS DATE 03.24.17 W4892664 - 03.24.17 SHEET C500 JOB NO. COMP NO. No. W4892664 RENTON, INqr RTN-YD-GATE D50-0500 13'-6" (D CDI N 2'-0" 12" TRAFFIC BARRIER ARM N N BOLLARDS (2) N ;MPH JERSEY >_ry w w C/5� ac�� w Q m ry w W <n � � Q m 6'-6" O X 0 2>_0" I � 00 x x JERSEY EQ 2'-0" EQ 5-0" MAX 5-0" MAX ENLARGED PLAN SCALE: 1 "=5'-0" S"w To F11-00 AEA LIRM 1110n DELINEATOR DETAIL 0 O N SCALE: NONE SYM REVISION SHORELINE PERMIT _ STOP SIGN 0 I 4'-0" CLEAR w � cf�a l� a wa C470IC501 PIDLti>P� aE W ILE II- LKINE DIII 111114M 0111 CJ11X)I} DUAL BY APPROVED DATE SYM W48926641 MJS 1 03.24.17 C470IC501 BARRIER GATE DETAIL SCALE: 1"=V-0" '-0" DRAINAGE GRATE GRATE FRAME SEDIMENTAND DEBRIS DRAINAGE GRATE - REC- FILTERED WATER Irz— f�— 'MAX. TRIM as OVERFLOW BYPASS BELOW INLET GRATE DEVICE 0 0 0 0 SECTION VIEW ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high-flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). EM (TYP.) C470IC501 PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT MARCH 2008 CATCH BASIN F LTER SCALE: NONE REVISION I BY I APPROVED I DATE ' L BOE/NG c� C22210501 ACCEPTABILITY M. SULLIVAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. I DATE M. SULLIVAN SPECIFICATIONS: 1. THIS STANDARD IS NOT ALLOWED WITHIN THE TRAVELED WAY AND ANY PAVED AREAS OF A PUBLIC STREET. 2. NO LESS THAN 12 FEET OF HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN THE MONITORING WELL AND ANY EXISTING UNDERGROUND UTILITY. 3. THE WELL BOX SHALL BE STRUCTURALLY SOUND AND STRONG ENOUGH TO SUPPORT VEHICULAR TRAFFIC. IT SHALL BE TRAFFIC—RATED AS TESTED BY AN OFFICIAL TESTING LABRATORY TO ME AASHTO STANDARD FOR "H-20" TRUCK LOADINGS. 4. THE TOP OF THE WELL SHALL BE PERMANENTLY MARKED WITH LARGE LETTERS "MONITORING WELL." 5. THE WELL COVER BE BOLT—DOWN OR EQUIVALENT TO PROVIDE PROTECTION AGAINST UNAUTHORIZED ACCESS. 6. THE WELL COVER SHALL BE WATERTIGHT TO PROTECT AGAINST ENTRY OF SURFACE WATER. 7. THE TOP OF THE WELL SHALL BE SET 1.0 TO 1.5 INCHES ABOVE SURROUNDING GRADE TO PROVIDE FOR DRAINAGE AWAY FROM THE COVER, EXCEPT FOR WELLS INSTALLED IN SIDEWALK OR PAVED AREAS WHERE TOP OF THE CONCRETE PAD SHALL BE INSTALLED FLUSH AND MATCH EXISTING CONDITIONS. 8. A CONCRETE PAD WITH A MINIMUM THICKNESS OF 6 INCHES SHALL BE CONSTRUCTED AROUND THE WELL BOX. THE PAD SHALL EXTEND LITERALLY A MINIMUM OF 12 INCHES FROM OUTSIDE OF THE WELL BOX. THE PAD SHALL BE CONSTRUCTED TO BE FREE OF CRACKS OR OTHER DEFECTS LIKELY TO AFFECT WATER TIGHTNESS. 9. A LOCKING WATERTIGHT WELL CAP SHALL BE INSTALLED AT THE TOP OF THE WELL CASING SO THAT SURFACE WATER THAT MAY ENTER THE VAULT WILL NOT ENTER THE WELL. 10. MONITORING WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WASHINGTON WELL STANDARDS. EXG MONITORING WELL CASING. CUT DOWN MONITORING WELL CASING AS REQ'D TO MEET NEW GRADE 12" MIN SITE GRADE z COLLAR AROUND FRAME FULL CIRCUMFERENCE. SET FRAME IN CONCRETE PAD. REPLACE & REPAIR EXG BENTONITE GROUT OR HYDRATED BENTONITE CHIPS EXG BORE HOLE EXG ANNULAR SEAL SECTION A -A WELL DESIGNATION & SYMBOL WATERTIGHT CAST IRON WELL COVER EMCO WHEATON MANHOLE A0721 INSTALL NEW LOCKING WATERTIGHT MONITORING WELL PAP FKA(n WNFATnN An7?n j xQ �C5 z Lq U I bj z� LU � w (n COLLAR CONCRETE TRAFFIC—RATED MANHOLE EXG WELL CASING MONITORING WELL MANHOLE DETAIL SCALE: NONE C470 C501 IE SUBTITLE 03.24.17 TITLE 03.24.17 CIVIL MASTER i SHORELINE PERMIT SUBMITTALI MISCELLANEOUS DETAILS REVISE SITE ENTRANCE RENTON SITE - GATE D50 FACILTY DESIGN BY MJS DATE 03.24.17 CURRENT REVISION SYMBOL DATE W4892664 — 03.24.17 SHEET C501 JOB NO. COMP NO. W4892664 RENTON, INq Dwc No. RTN—YD—GATE D50—0501