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HomeMy WebLinkAboutR-422919rn N I 0 Nt I W I— m z J LL A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON DocuSign Envelope ID. 6EECF5B6-602A-4E4A-6436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-9436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-N2A-4E4A-B436-A317AA638878 2A.---------- _ I I 1 I n i BOLT -DOWN SLOT, SEE DETAIL AND- 2 1ri" DIA WOLF NOTE 1 11IH. I % A' I - � BOLT-0001" BLOT DETAIL - _- SEE N07E1 TOP ISOMETRIC If%�IJ���FJJI6/J9II2�JJJJJJJJL _ ' F 5' V�ft-W- , HOLE MANI SECTION C AlIffiRk 4� PUBLIC WORKS �r DEPARTMENT R25', SEE NOTE 2 SECTION B NOTES: 1 BOLT -DOWN CAPABILITY IS REQUIIIED ON ALL FRAMES. GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE ORATE OR COVER SLOTS, THE FRAME SHALL ACCEPT THE E08'.11 NC. 2'ALLEN HEAD CAR SCREW BY BEING TAPPED, OR OTHER APPROVED MECHAIWSM. LOCATION OF 601 HOLES VARIES BY MANUFACTURER. 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN UEL OF THE RIB DESIGN- S REFER TO STANDARD SPECIIFHCAFION 9.05_t5(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITYOF RENTON STANDARD PLAN 204.00. -MLLSS OTHERWISE NORD, bFLAW Wr, IS NOT TO SCALE NNTS) STD. PLAN - 204.10 RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 1 Fwl, wrtil••nrnr«rxn DATE I L_L_J II RIES INLET WINDOW( I I I I I� I I III H III II INLET — — 2'-27 [26'] DROP RECOMMENDED, 6-MIN II ' III ----- -- . OPTIONAL DRAIN 1-- 1'- 1 D-441+-1 DOWN DEVICE LEFT END VIEW :451 AN 012" RCP MAX, INLET .ALTERNATE INLET LOCATIONS 5' y � FLONi pUTFAIE IO E TREAY OEINF N6 POLW TAMS I I I _ I DOLT-DOM SLOT. I 11T I SEE MTAIL AND i NOTE 1 ` a. I � I I � I I I BOLT dOWN SLOT DETAIL ,f SEE NOTE 7 TOP a\fTm`11 .tom era• wcrr�eTm I FTTFRue, ISOMETRIC NIL 24' 1 I T0 EQUAL SPACES DIRIRECTION OF FLOW I T 5m, MAX. J SECTION B NOTEM 1 _ BOLT -GOWN CAPABILITY IS REOUIRFO ON ALL FRAMES. 5RATES, AND COVERS. UNLESS OTHERWISE SRECI1-IE10 PROVIDE TWO HOLES IN THE FRAME TWAT ARE YERTFCALLY AUGHED WITH THE GRATE OR COVER SLUTS. THE FRAME SHALL ACCEPT THE WV-11 NC F 2' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHERAPPRCV€D MECHANISM. LOCATION OF B]LT-DCWH HOLES VARIES BY MAINFACTURER 7 REFER TO STANDARD SPECIFICATION 9-0515(2NFORADDITIDNAL REQUIREMENTS 3. FOR FRAME DETAILS, SEE STANDARD RAN 201.00. UNLESS OTHERWISE NDTL4, bFLAWr C, IS NOT TO SCALE NNTS) STD. PLAN - 204.20 • PUBLIC WORKS RECTANGULAR VANED GRATE DEPARTMENT (7AZ 9/2$/201$ I v.cx,w"au"r,.rru DATE • r1 r 4,�(q _ _ ■ i' ©a • ALTERNATE OUTLET LOCATION — 012" RCP MAX. OUTLET 2,X 1218' TRAFFIC RATED CAST IRON COVERS, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHIERS. 5'-1- IS-10" MAX 320 OLDACASTLE BIOPOD BIOFILTER - UNDERGROUND SCALE: N.T.S. DIVIDER WALL PLANT VIEW 036" eOLTEC 8 GASKETED ACCESS COVER, FIFLD POURED rONCRETE COLLAR REOLIMI-D, BY gTHER$. I I I I ----———— — — — — — � )ER `HALL 2 BYPAS.�. S WEIR III 4" MIN TO 5' MAX COVER ISEE NOTE 1.6} ENERGY DISSIPATION STONE 2" tGNrcIMui MEDIA G- DRAIN ROCK UNDERDRAIN PIPE ELEVATION VIEW &rWx l,n, LCall 811 two business days before you dig NO. NOTES DESIGN LO INGB: A, AASHTO HS•20 444 t1MTH MJPACTI B, DESIGN SOIL COVER: V 0' MAXIMUM G. A55UMED WATER TABLE', BELOW BASE OF PR£(:A.9.T (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D, LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E LATERAL LIVE LOAD SURCHARGE.: 00 PSF SAPPLIEO TO T-0• BELOWGRADE) F. NO I ATFFWL SURCHARGE FROM AAJACEINT BUILDINGS, WALL& PIERS, OR FOUNDATIONS_ 2. CONCRETE 2a4MY MINIMUM C{71AI'RESSIVE STRENGTH: SAW PEI WNIMmJM. 3. FZE14FORCUMO: REBAR, ASTM A51&AT06, OAADE F,, A. CEMENT_ASTMC150 5. RE"REDALLOWABLE MIL BEAMNSCAPACITY ZEE PSF A. REFERENCE STANDARD. A. ASTM C890 B ASTM C913 C. ACI )TA.14 T. THIS 5TRUCTURE IS DESIGNED TO THE F'ARAME I ENS NO f ED HEREIN. ENGINEER OF RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS, IF DESIGN PARAMETERS ARE INCCRRK,'T, REVIEVANG ENCIiNEERJAUTHORITY SIIALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLESIMLL BE FACTORY CCTNED'GAST PER PLANS AND CUSTOMER REQUIRENIENTSINLET AND OUTLET LOCATIONS CAh BE MIRRORED. 9. CORIRACTOIRRESPO"SIBLE TO VERIFY ALL SIZES, LOCATIONS, AID ELEVATIONS OF OPENING&. $9. CONTRACTg1 RESPCMSIBLE TO ENSURE ADEQUATE BEARING SURFACE I$ PROMOM 0 E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIDNSL $1. SECTION HEIGHTS. SLABIWALLTFYCKNESSES, AND KEYWAYS ARE SUBJECT TO CHAN13E AS REQUIRED FGH SITE KEUUIREMENTSAND" DUE TO PR60UCT AVAILABILITY' AND PRODHICT74N FACILITY CONSTRAINTS. 12. MAXIMUM PICK'WEIGHTS': A. TOP XN,XIIXLBS III ILW:Kii,XX)(1P.s• 1' COMBINED WEIGHT OF BLS€ INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK 8 MF I T3. INTERNALS SHALL CONSIST C)F'UNUUWRJW PIPE, RDCK, 5TORMMIX— MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN_ REVISION 0 251i-C :4S AR 34 Iw 90LT-00MJN HOLE (Tw) 5w, 11 INC. SEE DETAIL AND NOTE 2 TOP RECESSED ALLEN HEAD CAP SCREW StIY' - t i NC x 2- GRFTE TgiYC SECTION BOLT OOYIiN DETAIL SEE NOTE 2 24 IAI f SECTION A SEE DETAL ISOMETRIC VIEW 7)7 1!6" 1 U4' �� NOTES- 1_ THIS FRAME IS I DESIGNED TDACCOMMODtATE 27- 24'GRATE5 OR COVERS, 41n• SEE STANDARD PLANS 204. 10, 1N.20, 264.ip, AND 204A0. 2. BOLItOWN CAPABILITY 15IREQUTA.EDUN ALL MAMESCRATES. AND 5 COVERS, UNLESS OTH€RWISE SPECIFIED. PRDVIDE TWO HOLES IN THE t t ' FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE CIR COVER SLOTSTHE_ 3m" BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION FCREW BY f BOLT -DOWN HOLES VARIES BY MANUFACTURER. r t Ii2 3. REFER TO STANDARD SPECIFICATION M5.1E12) FOR ADDITIONAL DETAIL .� REQUIREMENTS. e ti UNLESS DTHERW USE NOTED, DRAWING IS NBT 70 SCALE 1NTS) STD, PLAN - 204.00 PUBLIC RECTANGULAR FRAME � DEPARTMENTMENT GNStZ 9/28/2018 I w-"...m,..,.." DATE SURVEYED: DESIGNED: DKM/RJJ DRAWN: KLK/DKM CHECKED: DCD BY DATE APPR APPROVED: DCD .45 m sitts&hill 1) C. O , O� pF W,r CIVIL I STRUCTURAL I SURVEY 4815 CENTER STREET ] TACOMA, WA. 98409 PHONE: (253) 474-9449 ] FAX: (253) 474-0153 ` http://www.sittshill.com/ r A 46449 or Project No.: 19480 Project Mgr.: DCD sS�ONnL 6�G` �� Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM �M R-422919 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENJ LOPMENT ENGINEERING anders 05/08/2023 SCALE: DATE: VERTICAL: NAVD 1988 • BROTHERTON BUICK-GMC - RENTON AS NOTED HORIZONTAL: NAD 1983/13/1991 CITY OF FIELDBOOK: RENTON PAGE: • ONE INCH DATUM DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. GRADING AND STORM DRAINAGE DETAILS C3.4B IF NOT ONE INCH SCALE ACCORDINGLY (PRIVATE AND PUBLIC) SHEET: OF: 19 29 N T— O O N N T O O O N J L J O CY) O N N AA