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Home My WebLink AboutR-390810O N r-1 O 00 00 O O al � m m LU F- U 1 3 -o 0 z W I 00 0 n M 0 i z z z 0 z W Vl IY a W 0 CO 0 rn N O r r;.i Q z J LL m 3 FRAME AND VANED GRATE 5 I. OR 12" ONE #3 BARR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 2N0�01 rS�FA16 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE �6) NOTES 1. As acceptable altematives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or a wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE v PRECAST BASE SECTION. Wire mesh shall not be placed in the #3 BAR EACH CORNER knockouts. #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR EACH CORNER 18• MIN #3 BAR HOOP 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION n + PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 �FN COS DEPARTMENT MARCH 2O08 RENE Nonni r 0 FRAME AND VANED GRATE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. BASE SECTION / SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISI IED, AND UNTIL PERMISSION TI IEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2, SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER. OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %z BOND, 5, ADJUSTMENT SECTION SHALL BE GROUTED WATER'flGl IT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROU t 3. GROUTING BETWEEN AUJUSI MEN I SEC I ION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMI_IM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFNGTH SHAI I BF 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 B. PICK / LIFTING HOLES AN E 1 O BE GROU I I-D WA-1 HR I IGH 1. PUBLIC WORKS GATCH GAG®H LUSTALLATION DEPARTMENT STD. PLAN -- 202.00 MARCH 2O08 BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 O TOP SECTION O NOTES 1 This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. RECESSED ALLEN HEAD CAP SCREW 7/8"_ I 118" 5/6" - 11 NC x 2" 3/4• GRATE ISOMETRIC VIEW N a e a FRAME 2 112 SECTION BOLT -DOWN DETAIL DETAIL O SEENOTE2 �ZY o STD. PLAN - 204.00 A PUBLIC WORKS RECTANGULAR FRAME DEPARTMENT 'f'�•N,tp MARCH 2O08 l I'- 4' 2-7"MAX . MIN. 5'-D" CLEAR WIDTW . VARIES IL�� VARIES - I C TO 17 FACE of I O TO 17 I EDGE OF f I SHOULDER CURB I - ... - OR TURNOUT l� I I �- - - - - -I MUULfT' UN PEDE5TAL PROVIDED WITH N.D.C. -i E"U. UNIT. TYPE OF - - - - }' SUPPORT R CURB I VARIES (TYPE - - - - VARIES) PLAKITIIJG 5f21NG WIOTW D TO VARIABLE ANCHOR 50)L-T PATTE2iJ PER N.O. 3/6" X FULL DEPT 4 3/8' x FULL DEPTH C-E5.0 PEDESTAL F)CPANsiom JOII�Jr. EXPAL1510N JOINT TEMPLATE. WAL fC �•�; ♦• 7: �r�: ��f: ram:. F20KF VIEW SIDE VIEW NUTE5 1.IN5TALL.ATION OF N.D.C:E.U. INCLUOIHG CONSTIZUTION OF 5E WILL 8>= pUNE 5Y U,5. P05TAL 5E9_VI(_c. NEIGN6URu000 DELIVERY AME) COLLF-C-171M SOX UNIT U.S.P.O. Neighborhood Delivery and Collection Box Unit (Mailbox) Installation O� ADOPTED Ufa CITY OF RENTON _ + STANDARD PLANS LST DATE:1-Aug-87 DWG NAME: HR-06 SP PAGE: H026 � LAMES Encompass ��°FWAs0 V1, �I� �00 .A ENGINEERING & SURVEYING UZ Western Washington Division 4 165 NE Juniper Street, Suite 201 Is Issaouah, WA 98027 is Phone: (425) 392-0250 ■ Fax: (425) 391-3055 p R 38285 Eastern Washington Division, ISTEg� 407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 Sj0NAL TYPE OF SUPPORT VARIES AT EDGE OF SHOULDER BEHIND CURB MAILBOX PLACEMENT SECTIONS Y - r O.C. MIN POST TO Pogr , I NEWSPAPER BOX (SEE NOTE 3) ANTI- TWIST � $HE ", ATE 7p 1 F'I II sTEELP03T WOOD POST OPTION OPTION TYPE 1 SUPPORT MAILBOX SIZE 1, 1A, OR 2 (TYP.) (2 CLAMPS PER BOX) S MIN. BETWEEN MAILBOXES MAILBOX SPACING DETAIL VARIES NOTES: 0 TO tr 1. An ad ustable platform may be used in lieu of the platform design shown on SACK OF thisplan. Adjustable latfarrns must fit the brackedesi n shown on this Ian. SIDEWALK Brakets are requiredf or all single post installations. Field drilling may be required. 2. A Type 2 support is required when 2 or more mailboxes are to be installed on one support. A maximum of 5 mailboxes may be installed on a Type 2 sup- port. See Std. Spec. 9.32.7. >n TYPE OF 3. Attach a newspaper box to a steel post with two 1 7/8" Muffler Clamps spaced SUPPORT 4" apart Field drill 7t16" holes in the newspaper box to fit. Use 2 1/2" . 114" IH VARIES lag bolts to attach newspaper boxes to wood posts. Newspaper boxes must SIDEWALK not extend beyond the front of the mailbox when the mailbox door is closed. 4. Spacing of mailbox mounting holes varies among manufacturers. Attachment of the mailbox to the platform may require drilling additional holes through the mailbox to fit the platform. 5. Center the mailbox on the platform to ensure space for the mailbox door to open and to allow space for installing the fasteners. BEHIND SIDEWALK 6. A socket and wedge anchoring system may be substituted in lieu of the anti - twist plate assembly for single steel posts shown on this plan. The socket and wedge anchoring system shall meet NCHRP 350 Crash test criteria. Anti -twist plates are not required for wood post installations. INSTALL SNOW GUARD WHEN SPECIFIED IN CONTRACT (SEE DETAIL SHEET 3) U.S. lu MA L MAIL w NEWSPAPER BOX (SEE NDTE 3) 'k ON TAS#. - MULTIPLE MAILBOX R�� SUPPORT (SEE NOTE 2) �`, 5 9 � Nil o,A 4p zrecl �,o c� CI STEa ♦� �•r10NAL 8�6 EXPIRES MAY 16, Y003 MAILBOX INSTALLATION TYPE 1 8r TYPE 2 (PROPRIETARY DESIGN SHOWN) STANDARD PLAN H-12 TYPE 2 SUPPORT sr1EEr 1 of 3 sNEErs ADOPTED nTM GtitY O� CITY OF RENTON S STANDARD PLANS dam rrY VI. I"srrUrlw p mrr Ixrlsls '�Q�-•N,O.$ LAST DATE: 05109/2002 SP PAGE H027 Iv 5 REVISED DITCH STORMDRAIN BCS 11/27/17 TJR SURVEYED: SCALE: VERTICAL: NAVD 1988 n r HORIZONTAL: NAD 1983/1991 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: 1 =20 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DROWN` BCS 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: ONE INCH DATUM TJR AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TJR 1 A TOP 24• 7 OR 8 EQUAL SPACES M Iri -DIRECTION OF FLOW T__ SECTION O SLOT - SEE DETAIL AND NOTE 1 SECTION BO 1/2 1 114• 5/8' BOLT -DOWN SLOT DETAIL SEE NOTE 1 NOTES I Provide two slots in the grate that are vertically aligned 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. 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. ZY PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20 DEPARTMENT VANED GRATE MARCH 2O08 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: Date: BY: Date: BY: Date: BY: Date: DATE: CARPENTER SHORT PLAT 10/27/17 L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A PAGE: N/A DRAWING NO: DETAILS 13708 SHEET: OF.1 1 1 5 R 3 9 0 8 1 0 S 3 9 0 8 0 3