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Home My WebLink AboutR-383819� L1 z 0 W D ry 01-1 CL W I 0 1L_ W f— Q LTJ Q C U Z LJ LJ I— TOP 24" 4 EQUAL SPACES 4 EQUAL SPACES t`n Nil I SECTION O SLOT - SEE DETAIL AND NOTE 1 N SECTION O Nli N 3!4" 1 114" BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES Provide two slots in the grate that are vertically aligned 1. with the holes in the frame. Location of bolt -down slots varies among different manufacturers. ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Use only on sags and vertical curbs locations. 4• Unless otherwise specified, vaned grates shall be used with standard frame In the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. �~�Y�� STD. PLAN — 204.30 * PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL `` DEPARTMENT VANED GRATE MARCH 2008 PLACE END SPACER MAXIMUM OF ONE (1) FOOT FROM END OF CASING (TYP.) MAXIMUM DISTANCE STEEL PIPE CASING BETWEEN SPACERS (MILL PIPE:.) OR SHALL BE SIX DUCTILE IRON (5) FEET O.C. I 7t77 SAID FILLED CASING SEAL ENO OF CASING WITH MAUNi« ACTURED RUBBER ONE SPACED SHALL BE PLACED ON THE SPIGOT ENO SEAL DEVICE END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN CARRIER PIPE (PVC, SDR 35) THE JOINT IS COMPLETE, THE SPACER SHALL 8 . IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RE= ~o LIEVES COMPRESSION MTHIN THE JOINT. Q N NTES to CJ 1. CASING SPACERS SMALL BE *CENITBR IPOSITIONING" TYPE. to 214 MINIMUM F� SINE OT�I BE . INCHES. 3 RUNNM HEIGHT SHALL DE S ZED TO PI IMDEe A. MINI C. " BE EN CARRIER PIPE DELL AND A CASINO PIPE WALL, AT ALL T1I E , INI SUM �" CLEARAA CE TW R N AN OF q CASING WALL TO PREVENT JAMMING DURING INSTALLATION, rn CASING DETAIL r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JO wasNj��.d NAL �•w SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M. THE ENCLA VE A T BRIDL E RIDGE > TENSION WIREs V (TYP.) (D TENSION WIRE limit hardware design or post selec- ai o 2 TIE WIRE tion of any particular fence type. J U (TYP.) j: FABRIC BAND (TYP.) = m FABRIC BAND (TYP.) TIE WIRES n a STRETCHER BAR (TYP.) SPACED @ 14' MAX. i STRETCHER BAR (TYP.) C 1 i ^ I KNUCKLED SELVAGE ! CHAIN LINK TENSION WIRE c n a I.. TENSION WIRE 1' HOG RINGS (TYP.) -, , o n I ° (TYP.) °i FENCE FABRIC ); POE ii SPACED@24"MAX. - �_ CONCRETE POST FABRIC BAND - I BASE (TYP.) SPACED 15" MAX. 10' MAX. Stormwater NOTES 10' MAX. TYPE 3 500' MAX. 1000' MAX. _ PULL POST -• SPACED HOG RINGS (TYP.) - END OR CORNER (BRACE) POST .i. TENSION WIRE 1. All concrete post bases shall be 10" OR CORNER (BRACE) POST I -TENSION A TENSION WIRE PULL POST WIRE LINE POST -SPACED @ 10' MAX. 10' MAX. (TYP.) --�END BRACE TENSION KNUCKLED SELVAGE i D POST WIRE (TYP.) -TENSION WIRE -BRACE POST 2. Along the top and bottom, using Hog B LINE POST - SPACED BRACE KNUCKLED TENSION WIRE Rings, fasten the Chain Link Fence treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch I END, CORNER, OR PULL POST Fabric to the Tension Wire within the olimits SELVAGE (TYPE - -- -- - - - - - - - of the first full fabric weave. OLL TIE WIRE F TENSION WIRE 3. Details are illustrative and shall not > TENSION WIREs V (TYP.) (D TENSION WIRE limit hardware design or post selec- ai o 2 TIE WIRE tion of any particular fence type. J U (TYP.) j: FABRIC BAND (TYP.) = m FABRIC BAND (TYP.) TIE WIRES n a STRETCHER BAR (TYP.) SPACED @ 14' MAX. i STRETCHER BAR (TYP.) C 1 i ^ I KNUCKLED SELVAGE ! CHAIN LINK TENSION WIRE c n a I.. TENSION WIRE 1' HOG RINGS (TYP.) -, , o n I ° (TYP.) °i FENCE FABRIC ); POE ii SPACED@24"MAX. - �_ CONCRETE POST FABRIC BAND - I BASE (TYP.) SPACED 15" MAX. POST AND RAIL SPECIFICATIONS 10' MAX. Stormwater Runoff is held here after storms. It is released 0.125 -gauge aluminum TYPE 3 500' MAX. PIPE ROLL FORMED - END OR CORNER (BRACE) POST .i. TENSION WIRE clean the water. For more information or to report _ _-- 10' MAX. (TYP.) A i TENSION WIRE PULL POST I B LINE POST - SPACED BRACE KNUCKLED TENSION WIRE 1988 HORIZONTAL: NAD D1983/1991 treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch I END, CORNER, OR PULL POST @ 10' MAX. POST SELVAGE (TYPE - -- -- - - - - - - - TENSION WIRE ----- -- TIE WIRE = TENSION WIRE 2" DIAM, O 1.85 (TYP) \ w � 07.23.15 STRETCHER ONE INCH DRAWING NO: C19 z TIE WIRE BAR (TYP.) CHECKED AT FULL SCALE SCALEOACOCORD ACCORDINGLY o- 0 (TYP.) BY DATE FABRIC BAND (TYP.) APPROVER tt DRS PROJECT NO. 13117 A—NNNNA1 FABRIC BAND (TYP.) I L iv i IKNUCKLED SEL`✓AGE ;li.' i' SIJ (TYP.) CONCRETE POST I BASE (TYP.) TYPE 4 POST AND RAIL SPECIFICATIONS 3 1/2" 15/8" Stormwater Runoff is held here after storms. It is released 0.125 -gauge aluminum POST PIPE ROLL FORMED - -- � T _NOM. SIZE Beige background, teal letters. clean the water. For more information or to report Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border: (SCH.40) SECTION WEIGHT (Ib/ft) cn Pond Name and Number I.D. 1988 HORIZONTAL: NAD D1983/1991 treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch - -- FENCE LINE END, CORNER, OR PULL POST 2 1/2^ DIAM. O 5.10 -- -- - - - - - - - FABRIC LOOP T - 2 SIDES Y Z ----- -- -- -- - - LINE OR BRACE POST 2" DIAM, O 1.85 4 0 0 LL r U SQ J N m � 1 0 FABRIC BAND TENSION WIRE HOG RING - @2 END OR CORNER (BRACE) POST DETAIL AO -ENSION WIRE BAR TENSION Vv FABRIC E BRACE POST DETAIL D TENSIO FABRIC BAN[ PULL POST - SPACED HOG RINGS (TYP.) @ 500' MAX. SPACED @ 24" MAX. TENSION WIRE BRACE POST TENSION WIRE STRETCHER BAR (TYP.) STRETCHER ABRIC METHOD OF FASTENING STRETCHER BAR TO POST z - i�. z u CHAIN LINK ` j FENCE FABRIC i ' ' t� y �O 9 343S3 �syONAL i, HH CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 111 06/21/12 STATE DESIGN ENGINEER DATE Adft Washington Stale Department of Transportation PULL POST (AT END OR CORNER) DETAIL O PULL POST (WITHIN RUN) DETAIL OD :NSION WIRE p@ WASyj�n ° o o y i43e3 o Cga��3 'pct �CISTER� `� 3 a < ssI OA'AL Q� � CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Pasco Bakotich 11106121112 AIML STATE DESIGN ENGINEER DATE Washington State Department of Transportation ! -" j 48" C do, SPECIFICATIONS: This pond is in our care. Stormwater Runoff is held here after storms. It is released 0.125 -gauge aluminum slowly or stored until the next storm when it is Pond replaced by incoming flows. This helps prevent Silk screen enamel where possible, or vinyl letters. downstream flooding and erosion and helps Beige background, teal letters. clean the water. For more information or to report Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border: littering, vandalism or other problems, call s inch border distance from edge: a - inch; all text 1 - inch from border. City of Renton at (425) 430-7400. Pressure treated, beveled tops, 1 - inch higher than sign Pond Name and Number C do, SPECIFICATIONS: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non -reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 - inch; Text: 1 inch; Outer border: cmr COMMENTS , , ., 3., 4 s inch border distance from edge: a - inch; all text 1 - inch from border. Posts: Pressure treated, beveled tops, 1 - inch higher than sign Installation: Secure to chain link fence if available. Otherwise install two 4"x4" posts, pressure 1988 HORIZONTAL: NAD D1983/1991 treated, mounted atop a gravel bed, installed in 30 -inch concrete filled post holes (8 -inch THE ENCLAVE AT BRIDLE RIDGE STORM DRAINAGE DETAILS U 14005368 minimum diameter), with the top sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). POND SIGN DETAIL 24" 3' - 6" (typ) N TS IN TERCEP TOR TRENCH CROSS SECTION R-3838 19 NTS RECOMMENDED FOR APPOVAL B ii - Date: BY: Date: BY: Date: .e BY: Date: : /z D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE, KIRKLAND, WA 98033 0425.8273063 F425.8272423 G 74 > w Z 4 Z CA TZ i C �m> 4�6 !7 n M M i D M = C cmr COMMENTS , , ., 3., 4 MAJ 02. 1 3. 1 s MAJ SURVEYED: S SCALE: AS NOTED 1988 HORIZONTAL: NAD D1983/1991 �� C I TY C10.03.14 "LPAGE: 1111111111■ RENTON Planning/Building/Public Works Dept. THE ENCLAVE AT BRIDLE RIDGE STORM DRAINAGE DETAILS U 14005368 DATE. IN 2 CrrY p v11 1 COMMENTS c C OJ. 9. JI1� DESIGNED: YLP 3 CITY COMMENTS MAJ 07.13.15 MAJ FIELDBOOK: 4 MS S � 07.23.15 DRAWN: YLP ONE INCH DRAWING NO: C19 CHECKED AT FULL SCALE SCALEOACOCORD ACCORDINGLY N 0 . REVISION BY DATE AP P R APPROVER SHEET: 19 OF: 29 DRS PROJECT NO. 13117 A—NNNNA1 T 0 G 74 > w Z 4 Z CA TZ i C �m> 4�6 !7 n M M i D M O - W 0 c m C� �m> 4�6 �od M = C >m m 1 I I I I I I I r - M