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HomeMy WebLinkAboutR-416622AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS C� G rr H O Uj N LiQ.I � Z Lq Q) 11: 1. N 114 BOLT•DCWN HOLE (TYP.) -Wg', 11 NC, SEE DETAIL AND NOTE 2 TOP {RECESSED ALLEN HEAD CAP SORE W 5W-11 NCnZ' SRATE i 4HRSIF. SECIrION I;OL-t-DOWN DETAIL SEE NOTE 2 34.19' SECTION A <> SEE DETAIL ISOMETRIC VIEW f � >✓ 7rS" Imo_ I I �,_1 Ira• NOTES- 1. THIS FRAME IS DESIGNED 70 ACCOMMODATE M'- 24" GRATES OR COVERS, 4 V1 1 SEE STANDARD PLANS ZU-10. 204.241 04.30, AND 2114.49. it �[ 1 fig• �r 2i BOLT -DOWN CAPABILITY 13 RECUIREQ ON 1 ALL FRAMES, GRATES, AND I COVERS, UNLESS OTHERWISE SPECIFIED. PROVIM TWO HOLES IN THE 1 - FRAME THAT ARE VRRTICA�LY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE SWA 1 NC X FALLEN HEAD CAP SCREW BY 314 BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF % I 2,-� BOLT -DOWN HOLES VARIES BY MANUFACTURER. � REFER Tq 5TfW PARP SPECIFICATION 3-95.15(2) FOR APQITigNAL DETAIL % REQUIREMENTS_ VNIF5SDTWFRVA5f N0n11,0RAVJIN1_, 15 NUF Td XAU STD. PLAN - 204.00 URIPUBLIC WORKS °i DEPARTMENT RECTANGULAR FRAME GAZ 9/28/2018 hLl,c 4\1M, hdnlnirxar DATE n 2 1,7DIA. HOLE 20• A TOP I ,;2" BOLT -DOWN SLOT. 3I4' SEE DETAIL AND NOTE 1 1 T114- 1 I � I Sir I QLT-bQWN SLOT DETAIL SEE NOTE 1 e2a-, SEE NOTE 2 ISOMETRIC 4 NC 1 112- SECTION B 1 5M' MAK R3T SEE NOTE 2 SECTION A - NOTES- 3 17Y 3+A• 1. BOLT -DOWN CAPABFLFFY IS REQUIRED ON ALL FRAMES, WAM- AND COVSRS, UNLESS OTHERWISE SPECIFIEb. PROVIDE TWO HOLES IN THE F RAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER BLOT THE FRAME SHALL ACCEPTTHE 518"-11 NC x FALLEN 4' I HEAD CAP SCREW BY BEING TAPPED, OR OTHER 314'DIA. HOLE APPk0vF0 MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 1 f2- D U1. FLANOL€ 2, ALTERNATIVE REINFORCING DESIflNS ARE ACCEPTABLE IN LIEU OF THE RIE DENGN. SECTION C - 3. REFER TO STANDARD SPECIFICATION 9•D5 IW{ F014 ADDITIONAL REOU IREMENTS. 4- FOR FRAME DETAILS, SEE CFTY OF RENTGTI STANDARD PLAN ED4-W. UNLESS DTHERW15E NDTED, LPRAWING 15 NOT To KAEF (NT5 SM. PLAN - 204.10 V'R]PUBLIC WORKS T3Z FDEPARTMENT RECTANGULAR SOLID METAL COVER 9/28/2018 I :.-i:iiww xamwsirxa DATE OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 10' 2' 2' a d. a d O SIDEWALK ° d .`SIDEWALK ° d d d Q. I I D4cuSign Envelope ID. -BEE CF5l36-6G2A-4E4A-B436-A317AA638878 a I FLOIY [Ell0 - GLIFRLL Ttl 9YREAM � �I1MP MO POLLLITRNf5 MAILBOX CLUSTER STREET (PLAN VIEW) UNIT TYPES TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL „ „ „ „ TYPE IV 62 1 /2" 45 9/1 6" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1 /2" 10" 4" 9 5/8" 31 " 8 1 /2" 10" 4" 9 5/8" COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE BOLT -DOWN SLOT SEE DETAIL AND NC TE 1 TOP m M' RECESSED LETTERING ISOMETRIC 24• r4E11L1ALSPACr8-j [-4EOUAL-SPACFS-j 1 SW MA%.J SECTION A 712' f4 5rw I I BOLT-DOVM SLOT DETAIL SEC710N B SEE NOTE, NOTES: 1, BOLT -DOWN CAPABILFFY L5 REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE 7WO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 51S"• 11 INC x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER, 2 REFER TO STANDARD SPECIFICATION 5t&15(2) FOR ADUFNONAL REOUI REMENTS. 3 USE ONLY IN SA0.4 ON VERTICAL CURVES. A. FOR FRAME DETAILS, SEE STANDARD PLAN 204.D0_ UN LESS OTHERWISE NOTED, RRAWJNG IS iJOT Ta SOAEi (rerSl STD. PLAN - 204.30 y PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL PR ¢ DEPARTMENT VANED GRATE GAZ 9/28/2018 1 n.ci. N„nsnini••5iio:. RATE HORIZONTAL DATUM: VERTICAL DATUM: HORIZONTAL DATUM IS NAD 1983(91) PER CITY OF VERTICAL DATUM FOR THIS SITE RENTON. CITY OF RENTON CONTROL POINT NO. 1857 IS NAVD 1988 PER CITY OF WAS HELD FOR POSITION AND A LINE BETWEEN CITY RENTON. CITY OF RENTON OF RENTON CONTROL POINT NO. 1640 AND CONTROL POINT NO. 2192 WAS CONTROL POINT NO. 1860 WAS HELD FOR ROTATION, HELD FOR ELEVATION, BEING BEING S86'32'23"E. 98.199 FEET(NAVD88). 1 RECORD DRAWINGS AS -BUILT 2 AS -BUILT PUNCHLIST COMMENTS DATED JUNE 1, 2022 REVISION :45 AN CURB »X„ 17„ 1 „X„ 12 5/8" 17" PEDESTAL D4cuSign Envelope ID: -BEE CF5l36-602A-4E4A-B436-A317AA638878 ISOMETRIC 24" 7 R 19 TION F FLOW S 1 DIRECTION OF FLOW 1 51B" MAX. J SECTION A MTS 4/15/22 BJT I SURVEYED: MTS 6 21 22 BJT DESIGNED: MTS DRAWN: KLB CHECKED: MTS BY DATE APPR APPROVED: BJT OE oDe o z❑ o,o oa❑ on O© D,s o❑Q o0 oQQ o,s O 18 13" pp p A2P O' TYPE IV (FRONT VIEW) "31" "X'l� 12 5/8" 31" PEDESTAL WA -12 7/8" 17 5/8" Notes: �3" 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1118-E, Cluster Box Unit 7 (CBU) 2) Constructed of stainless steel, aluminum, and corrosion resistant B» components 3) Parcel components prepared for U.S.P.S., provided 306P lock. »D„ 10" 5' CLEAR WIDTH 4-1/2" DIA. - ANCHOR BOLTS -28 1/4" BUTYL RUBBER PAD 1.75 MATCH EXISTING GRADE SIDEWALK 1.0' MIN. ° a fir; ° ' a a, ° d a ° a e. nc 4 RODS AT 1 O.C. MAXIMUM. EACH WAY OPTIONAL COMPACT GRAVEL OF--' CRUSHED STONE (OMIT WHERE (SIDE VIEW) SOLID ROCK OCCURS) 3.5'X3.5'X 1.0' THICK MAILBOX FOUNDATION GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI 0 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1 /2" - 4 1 /2" SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM A193. B8M (316) STAINLESS STEEL. I I I BOLT -DOWN SLOT, 1 1:2' SEE DETAIL AND NOTE 1 ` �" 1 1;4' I �f I �TTB•I TI i I sOLT-001II'rI SLOT DETAIL LETTERING z°. SEE NOTE 1 SECTION B NOTES: 1. BOLT -DOWN CAPARILFFY IS REQUIRE1? ON ALL FRAMES, GRATES. AHD COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGN DO WITH THE GRATE OR COVER SLOTS. THE fHAME SHALL ACCEPT THE 518"-11 NO x 2" ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER 2 REFER TO STANDARD SPECIFICATION 9-M.1N2j FOR ADDITIONAL REQUIREMENTS. 3. FOR FRAME OETAELS, SEE STANDARD PLAN 304.00_ UNLESS DTHERVASE RDTTD, EMAWJNG 15 NCTTO SCAEi (WSJ 5TD. PLAN - 204.20 PUBLIC WORKS PH DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 G ui.. u„nsxcni..5io:. RATE SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL. NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M .45 AN • CITY OF RENTON • Planning/Building/Public Works Dept. �J. TALK �F WAq N U U N Z p O LO Q I T 0 in Ld_ O J LU Z O U vJ CO Z p 01 O al= / Cry Z ss/ONA L 06/21/22 E V i U1 � O � •� 0 C LLB C � N M < 00 N -0 C: M N t >` C O LO 4-7 N N /M W U CID R-416622 V/ IN COMPLIANCE WITH CITY OF RENTON STANDARDS T N �0 LL mz W 0 Ow DATE: J U AS -BUILT ROAD AND DRAINAGE NOTES AND DETAILS 6/21 /22 W M T R I P O I N T E FlELD9OOK: (425) 455-2900 PEE DRAWING NO: 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 SHEET: 22 OF: wC