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Home My WebLink AboutR-4097110 CV CD CV CV N E C) Z7 0 Cn 3 ACCESS RAMP INTO POND - PDNP DESIGN WATER SURFACE TRACT LINES AS REQUIRED 5' SETBACK MIN. �- TOE OF SLOPE ALTERNATE EMERGENCY OUTFLOW STRUCTURE FOR PONDS NOT REQUIRED TO PROVIDE A SPILLWAY CONTROLSTRUCTURE NOTES- IF p 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA 2. SEE STANDARD PLAN 234.74 FOR TYPICAL DETENTION POND GROSS SECTIONS. 3. ACCESS ROAD AND RAMP SHALL MEET REQUIREMENTS IN STANDARD PLAN 234.50. 4, SIDE SLOPES (INTERIOR AND INTERIOR) SHALL HOT BE STEEPER THM THREE (31 FEET HORIZONTAL TO ONE (1) FOOT VERTICAL S, OPEN PONDS SHALL NOT BE LOCATED IN DEDICATED PUBLIC RIGHT-OF•WAY, 8, EXPOSED EARTH ON THE POND BOTTOM AND INTERIOR SIDE SLOPES SHALL IRE SODDED OR SEEDED WITH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWOM). ALL REMAINING AREAS OF THE TRACT MUST EITHER BE PLANTED WITH GRASS, OR BE LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REQUIREMENTS INCLUDED IN SECTITIN 5-1.1.1 OF THE RENTON SWUM. 7. LANDSCAPING. TREES, POND GEOMETRY AND FENCING STANDARDS ARE SPECIFIED IN STANDARD PLAN 234.46. B. SEE CON5TRUGTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLE55 OTHEAWI5E NOTED. DRAWING 15 NOT TO 5ZALL (NT51 STD. PLAN - 234.00 APaRf]VFD: w PUBLIC WORKS71 DEPARTMENT TYPICAL DETENTION POND GAZ 9/28/2018 P.m� w"rlsannmoru� DATE OUTLET FLAW CONTROL STRUCTURE fr"MIN FREEBOARD PER STD. PLANS 287,0Q-2W-20 SEE STD. PLAN 234.40 FOR FENCE REQUIREMENTS 140 YR EMERGENCY OVERFLOW WATER SURFACE (WS) TBEROP WID6TH' MI'NPNM. . OVERFLOW WS -\ r I 12'-15' MIN FOR i ACCESS ROAD S MIN. IJ SIGN WA SETBACK BERM 3 �1 I PROPERTY LINE DEBRIS BARRIER PER 11 9 EMBANlu,1I STD. PLAN 223-00 ' EXISTING GROUND f -_�L S- SEDIMENT STORAGE KEY, IF REOUIREf} SEE NOTE B (TYP.) CROSS SECTION A SCALE:NTS 34. CIRCUMFERENCE LENGTH OF KING FOR 10EPYR FLOW POND DESIGN WEOVERFLOW Y4S FRAMETGRATE FOR SECONDARY INLET. PROVIDE VERTICAL BARS IN FRAME AT 4" G.C. BOTHER SYSTEMS ACCEPTABLE IF APPROVED BY THE CITY;. SEE ALSO THE SEPARATE OVERFLOW STRUCTURE SECTION A CROSS SECTION B HAS 2OPTIONS VARIES, SEE NOTE 7 �•{ 4' ASPHALT (FOR SPILLWAYS ON ACCESS ROADS) 6' MEN FREEBOAR❑ EMEGE1CY EXISTING GROUND O b DESIGN WS OVERFLOW Wj,;9VEFR�FLOWl"WIS CROSS SECTION FROCKUH4NG g MAX STONE SIZE - 12' SCALE: NTS 34. MEDIAN STONE 512E - S" MIN STONE SIZE-4" EMERGENCY OVERFLOW SPILLWAY EMERGENCY OVERFLOW WS 4 OVERFLOW WS V - DESEGN WS Q '1 ROCK LINING PER PER CROSS 5ECT1ON 9 COMPACTED EMBANKMENT. �C] CROU SECTIoet c NOTES: SCALE: NTS 34 L THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. ACCESS ROAD AND RAMP SHALL MEET REQUIREMENTS IN STANDARD PLAN 2$4 50. 3. SIDE SLOPES (INTERIOR AND EXTERIOR) SHALL NOT BE STEEPER TRAIN THREE (3) FEET HORIZONTAL TO ONE ( I } FOOT VERTICAL 4. OPEN PONDS SHALL NOT BE LOCATED IN DEDICATED PUBLIC RIGHT•OF•WAY, 6. EXPOSED EARTH ON THE POND BOTTOM AND INTERIOR SIDE SLOPES SHALL BE SODDED OR SEEDED WITH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE CITY GP RENtoN SLIRFACF *ATM 511NbN MANUAL (RENTON SWDM}. ALL REMAINING AIYEAS GP YHE TRACT MUST FITHFh BE PLANTED WITH GRASS, GR 6E LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REOUIR€MENTS INCLUDED IN SECTION 5.1-1.1 OF THE RENTON SWD1V- 5. LANDSCAPING, TREES, POND GEOMETRY AND FENCING STANDARDS ARE SPECIFIED IN STANDARD PLAN 234.4D. T. SEE SECTION 5 1 1.2 OF THE RENTON $VIVOM TO CALCULATE THE REQUIRED WEIR WIDTH. B. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N�SEA.L BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATER44L AS THE CONNECTING PIPE 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTE R DRAWING 15140TTO SCALE: (14751 STD. PLAN - 234.10 URI oEPARTM4Nr PUBLIC WRKS TYPICAL DETENTION POND SECTIONS APP[7A 9/28/2018 mi ur h-111- OArF ROAD DRAINAGE NOTES AND DETAILS OF DALPAY SHORT PLAT A PORTION OF THE N.E. 1/4 OF THE S.E. 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 15- (TYP, ), TEE NOTE 1 SdA" D AM£TER SMOOTH BARS EQUALLY SPACED 14"O-C. MAX.) i ! - - - - _ SMOOTH - - I 45• I I VERTICAL BARS CATCH BASIN HOOK CLAMP ANCHORED SCR) RISER I TO CATCH BASIN RISER C `! I HOOK CLAMP RETAFL f 4j {- ---- - --- -- - - -_� r I 4 HOOK CLAMPS EVENLY PLACED, SEE DETAIL JI � PROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HINGE UPPER ENDS WITH FLANGES+BOLTS AND PROVIDE LOCKING MECHANISM WAOLOCK)ON LOWER END LOCATE STEPS DIRECTLY BELOW LOWER STEEL HAND 3f4" ><4" WIDE FORMEDT O F!T IN GROOVE UPPER TEFL HANDOF CATCH BASIN RISER S aI4-: a• WIDE - TYPE 2 CB "CITES. PLAN VIEW 24-, SEE NOTE 1 SECTION A 314' DIA SMOOTH ROUND BARS WELDED EQUALLY SPACED, BARS SHALL BE WELDED TO UPPER AND LOWER BANDS (24 BARS EVENLY SPACED, SEE NOTE 1) STANDARD STEPS OR LADDER, SEE NOTE 1. DIMENSIONS ARE FOR ILLUSTRATION OF SC DIAMETER C6. PM DIFI`ERENT DNidETER C618 ADJUST TO MAINTAIN 451ANGLE OF -VERTICAL' ME AND 7' O-C. MAXIMUM SPACING OF BARS ARDLIN❑ LeWFR STEEL ELAND. 2, METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMENIZ-D STEEL, OR ALUMINUM. ALL OTHER $TEFL PARTS MUST HE GALVANIZED WITH TREATMENTS 1, 2, OR 5 3, THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS -CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS). 4. THIS DEBRIS BARRIER IS FOR USE OUTSIDE OF ROAD RIGHT-OF-WAY ONLY - UNLESS OTHERWISE NOTED, DRAYTIN.; IS NGT TO SCALE (NTS4 STD. PLAN - 234.20 PUBLIC WORKS APP ED DEPARTMENT OVERFLOW STRUCTURE GAZ 9/28/2018 1 ruin WwA, atlriwilwami DATE CESS LID D LADDER PLAN VIEW CB#1 TYPE II-48 SCALE: 1 "=2' 2 PER COR COMMENTS DATED 6/8/20 DC 1 PER COR COMMENTS DATED 10/31/19 DC NO. REVISION BY Stormwater This pond is in the Care of the primate property owners). Pond Runoff Is held here after storms. It is released slowly or stared until the next storm when it Is Puget Sotfrfdo replaced by Incoming flows. This helps prevent Starts Here downstream flooding and erosion and helps �7 f� clean the water. For more Information or to report littering, vandalism or other problems, call the City of Renton, Public Works Department, -------ReT11O110 Maintenance Division at (425) 430-7400. Public Works Department Surface Water Utility Pond Dame and GIS Facility ID Number SPECIFICATIONS: SIZE: 46 INCHES BY 24 INCHES MATERIAL- GAH-GAUGEALUMINUM FADE; HP-70P•O PERM KR M ITEM Nd23UDM • BEIGE VINYL OR APPROVED EQUAL: COL 6E)$D • LIViAIM-GRAFFITT CLEAR OVERLA FILM. LETTERING: SILL{ SCREEN ENAMEL WHERE PQSSIKL .OR VINYL LETTERS, COLORS: BEIGE BACKGROUND, TEAL LETTERS. TYPE FACE HELVE71CA CONDENSED, TITLE 31NCH, SUEFTITLE1 l- INCIt TEXT I INCH. OUTER BORDER Ij INCH BORDER DISTANCE FROM EDGE: T-INCH; ALL TEXT 1 j- INCH FROM BORDER. POSTS: PRESSURE TREATED- BEVELED TOPS. } • INCH HIGHER THAN SIGN INSTALLATION: SECURE TO CHAIN LINK FENCE IF AVAILABLE. OTHERWISE INSTALL TWO 4•X4' POSTS, PRESSURE TREATED, MOUNTED ATOP A GRAVEL BED, INSTALLED IN 36-INCH CONCRETE FI LLE13 POST HOLES WINCH MINIMUM DIAMETER5, WITH TiIE TOP SIGN NO HIGHER THAN 42 INCHES FROM GROUND SURFACE. PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY V15UAL OR PHYSICAL ACCESS DO NOT BLOCK ANY ACCESS ROAD DO NOT PLACE WITHIN 6 FEET OF STRUCTURAL FACILITIES IE,G, MANHOLES, SPILLWAYS. PIPE INLETS). POND NAME AND GIS FACILITY ID NUMBER: TO BE PROVIDED BY THE CITY DURING THE CONSTRUCTION PLAN APPROVAL POND N"E IS THE NAME OF THE PROJECT ON THE APPROVED CIVIL CONSTRUCTION PLANS. NOTE: IF THE FAChUTY HAS A LINER TO RESTRICT INFR TRATION OF STORM WATEiR, THE FOLLOWING ND TE MUST 8E AWED TO THE FACE OF Trl£ SiCjv.' 'THIS FA,0H.7Y1$ L1NEP Ti] PrrO rFCT 4+IWNpwarEFx 4W1{1rr.• rya ADPEriom. THE eAox PF 7x£ $*id SHAL4 INCLUDE INFOF?MA THIN INMCA TNG VA91CH FACILITIES ARE LINED THE EXTENT OP THE LWNG, THE LINER MATERIAL 6SED, THE LINER TwCKNLESS ETA CLAY OR TRL). AND NE TYPE AND DISTANCE CLP YHE MAA?KERABOVE NE LINER (!AA GEOMEM90ANO. PUGET SOUND STARTS HERE LOGO SPEC"TIONS: COLORS. ORANGE (R2Z3- G9B, 032); TEAL SR9. G142, H179} SPACING: KEEP ALL OTHER LOGOS. GRAPHICS, AND TYPE AT LEAST 1 UNIT AWAY fROM THE LOGO ON ALL SIDES. I UNIT IS THE HEIGHT OF THE SMALL OAP 'A" IN THE LOGO AT ANY GIVEN SUE. VN LE S5 P7HE41W15F RDTFD, PAAWIRG 15 NOT TC SCAS.F. (N51 STD. PLAN - 234.35 PUBLIC WORKS PERMANENT PRIVATE SURFACE PPR°USA' DEPARTMENT WATER CONTROL POND SIGN 9/28/2018 ! rwi..rra,�+w,r,.rcrw, GATT #8 NON GALV. CORRISIVE RESISTANT MATERIAL 8" OUTLET TO DISCHARGE IE=405.50 SURVEYED: TSL DESIGNED: DSC 6/10/20 DD DRAWN. DSC 12/2/19 DD CHECKED: DD DATE APPR APPROVED: DD PROPOSED DEBRIS CAGE PER STD PLAN 234.20 THIS SHEET RIM=409.35 8" INLET FROM CB1 °I CIE=405.50 CB#1 TYPE II-48" 5 SET OWNERSHIP OF $TU_RN'WA_TEFE_TRAIC_T_IN RE_SIDEN IAL PLATS WITH_ PUBL7G_ STREETS: OWNERSHIP AND MAINTENANCE OF THE STORMWATER TRACT WILL BE THE RESPONSIBIL3TY OF THE PROPERTY OWNERS WITHIN THE SUBDIVISION. THE HOME OWNERS ASSOCIATIONS (HOA) WIkI- BE RESPONSIBLE FOR THE MAINTENANCE OF SAID STORMWATER TRACT EXCLUDING THE DRAINAGE FACILITIES CONTAINED THEREIN. A NOTE THAT ASSIGNS EACH PROPERTY OWNER AS HAVING EQUAL AND UNDIVIDED INTEREST OVER THE MAINTENANCE OF THE STORMWATER TRACT SHALL BE PLACED IN THE FI NAL PLAT. AN OVERLYING EASEMENT UNDER AND UPON SAID DRAINAGE TRACT SHALL BE CONVEYED TO THE CITY OF RENTON FOR T14F PURPOSE OF DPERATiNG. MAINTAINING, IMPROVING, REPLACING AND KEFplNG IN GOOD REPAIR THE DRAINAGE FACILITIES CONTAINED THEREIN- IF NO LANDSCAPING IS PROPOSED IN THE STORMWNTER TRACT THEN THE STORMWATER TRACT CAN BE DEDICATED TO THE CITY. ALL OTHER FACFL TIES ARE TO HE PRIVATELY OWNED AND MAINTAINED. TRACTBOUNDARY FENCE LOCATION AS REQUIRED. REFER TO NOTES FOR FENCE LOCATION ON DEVELOPMENTS PROPOSING LANDSCAPING WITHIN STORMWATER TRACTS NOTES: 1. THIS DETAIL iS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGORA71ON WILL VARY DEPENDING ON SPECI FIC SITE CO NSTRAINTS AND APPLICABLE DESIGN CRITERIA- 2. ON STORMWATER FACILITIES TO BE MAINTAINED BY THE CITY, A FENCE SHALL BE PLACED AT THE TOP OF THE BERM WITH THE MAINTENANCE ACCESS ROAC IN THE INSIDE OF THE FENCE: OR 5 FEET MIN. FROM TOP OF.BERM IF THERE I$ NO MAINTENANCE ACCESS ROAD. NO LANDSCAPING IS ALLOWED INSIDE THE FENCE ONSTORMWATER FACILITIES TO BE PRIVATELY MAINTAINED, THE FENCE MAY BE PLACED ALONG TRACT BOUNDARY UNLESS LANDSCAPING E8 REQUIRED WITMINE TRACT TO SCREEN THE POND AND FENCE. 3 I MD5CAPING, SHALL BE PLANTED IN ACCORDANCE WITH THE REQUIREMENTS INCLUDED IN SECTION 5.1.1.1 OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (BWDM), WHICH PRECLUDES LANDSCAPING IN ANY BERMS THAT IMPOUND WATER OR WITHIN 10 FEET OF ANY STRUCTURE. 4- LANDSCAPING IS PROHIBrtE❑ IN THE INSIDE SLOPE OF THE POND OR ON ANY BERMS THAT IMPOUND WATER. 5. EXPOSED EARTH IQN THE POND BOTTOM AND INTEREgR SIDE SLOPES S14ALL BE SODDED OR SEEDED WFTH AN APPROPRIATE SEED MIXTURE PER SECTION 5.1.1.1 OF THE RENTON SWDM. RILL REMAINING AREAS OF THE TRACT MUST EITHER BE PLANTED WITH GRASS OR BE LANDSCAPED IN ACCORDANCE WITH LANDSCAPING REQUIREMENTS INCLUDED IN SECTION 5.1.1.1 OF THE RENTON f5%WM- 5 ALL TREES AND OTHER PLANTINGS SWILL CONFORM TO THE RENTON SWAM REQUIREMENTS AND RESTRICTIONS REGARDING LOCATION OVER OTHER INFRASTRUCTURE (UGH AS WATER, SEWER, POWER, ETC. 7 FOR FENCES TO BE MAINTAINED BY THE CITY, SEE STD. PLANS 234.6D AND 234.76 FOR DETAILS. B. WOOD FENCES ARE ALLOWED IN $UBOIVISIONS WHERE THE FENCE AND STORMWATFR FACILFTY WILL RE MAINTAINER BY HOMEOWNERS ASSOCIATIONS OR ADJACENT LOT OWNERS OR IN PRIVATE COMMERCIAL OR INDUSTRIAL SITES WHERE THE FENCE AND STORMWATER FACILITY WILL BE PRIVATELY MAINTAINED. THE WOOD FENCE SHALL BE PLACED ON PRIVATE PROPERTY. D. WOOD FENCES ('WHEN ALLOWED BY THE CITY) SHALL HAVE PRESSUR€-TREATED POST (GROUND CONTACT RATED) EITHER $ET IN R4-INCH DEEP CONCRETE FOOTINGS OR ATTACHED TO FOOTINGS BY GALVANIZED BRACKETS RAILS AHD FENCE BOAR OS SHALL BE CEDAR OR PRESSURE -TREATED FIR OR HEMLOCK. IS. 3EP CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS - LANDSCAPING ALLOWED PER SECTION 5-1-1.1 DP THE RENTON SWUM ` SOD OR SEED WITH APPROPRIATE SEED MIXTURE PER SECTION 5,1,1,1 OF THE RENTON SWOM ONLY GRASS ANDIOR SMALL SHR{ISS MAY BE ALLOWED. IF NO LANDSCAPING IS PROPOSED AND FENCE ES LOCATED IN TRACT LINE, THEN ONLY GRASS IS ALLOWED IN THIS SECTItkt. vKUSS OTHERWISE NPtEP. DRAW ING IS NOT T4 SHALT (NISI STD. PLAN - 234.40 URIPUBLIC WORKS LANDSCAPING, THEWS, POND APPROVED; DEPARTMENT GEOMETRY, AND FENCING DETAILS GAZ 9/28/2018 1 Rdlc H1x1r Imiln.n'x. DAT F OE. j �AS �. y�� Cn z STO, /DNA L LNG 9-21-20 E o • ..ww vI N 4-1 •� U0 LU N N M V: i 0000N D d1N 1A LO Ln 4S N cv m O U N °0yNt Ln R-409711 I �� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SCALE: 1 "=2' a 00 M DEVELOPMENT ENGINEERING ;.' I SURFACE WATER UTILITY Nathan Janders 11 /12/2020 jfarah 11/13/2020 p SCALE: DATE: N/A VERTICAL: NAVD 1988 6/ 1 8/ 19 V) HORIZONTAL: NAD 1983/1991 CITY OF ROAD DRAINAGE NOTES AND DETAILS 00 ;R RENTON DALPAY SHORT PLAT FIELDBOOK: DALPAY PROPERTIES, L.L.C. ONE INCH IIPAGE: DATUM VU11 DRAWING No: P1 I AT FULL SCALE Planning/Building/Public works Dept. 4033 N.E. SUNSET BOULEVARD U IF NOT ONE INCH SCALE ACCORDINGLY RENTON, WA 98059 r�EEP: C110F:18 A o®