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HomeMy WebLinkAboutR-430515DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: E212B987-C626-4330-A5D4-DO55AO107AF9 LO C) m Nt I Nt I W I- nV 1`\ 1 O 1O 1\c\ W O 1 1/2" LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. ---000° SKID GROOVE PATTERN DRAIN (1) 1" DIA. PICKHOLE PLAN VIEW 1 1/4" LETTERING 25" DIA. 3l4" 2 1/2" 8 3/4" (TYP.) COVER SECTION VIEW - 26 1/2" DIA. - 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 50-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" 1 1/16" 118" RI/8" GASKET GROOVE DETAIL II II = 1/4" +� 71/2' = 3I16" 5/81, 23 3/8" DIA. CL OPEN 275/16^DIA. SKID GROOVE PATTERN DETAIL 34 1/8" DIA. FRAME SECTION VIEW NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. 2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC RIGHT-OF-WAY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.40 • PUBLIC WORKS STORM ROUND FRAME AND COVERRFR"00 by. 'I` DEPARTMENT actin PastuchW13/2020 8061W(PRIVATE) P°bR©98B449D... DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS NEAT LINE TRENCH SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS 12" MIN. EXISTING PAVEMENT SURFACE O j 6"�\ SEE NOTE4 \ "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 - SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN X OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 i PUBLIC WORKS DEPARTMENT TYPICAL TRENCH AND BACKFILL PPR D. 9/28/2018 1 GAZ v"mk wona aamm�zvaror DATE 8:48 :45 All 1/2" LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120" APART ON 23 1/16" DIA. B.C. RENTO DRAIN (1) P' DIA. PICKHOLE PLAN VIEW 11/4"LETTERING 25" DIA. 3/4" 2 1/2" 8 3/4" (TYP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET F''� 1/4" 1 1/16" rts" 6„ 1/8" R1/8" 5181, 23 3/8" DIA. CL OPEN GASKET GROOVE DETAIL 27 5/16" DIA. - 34 1/8" DIA. FRAME SECTION VIEW NOTES- 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER8/13/2020 DEPARTMENT (PUBLIC) ['7m artin Pastucha ° ~p1F�F9$B449D... DATE DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 5 - 6" O.D. FOUNDATION4 LEVEL yy J_ FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9.03.9(4)) FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA? LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES MINIMUM DISTANCE DIAMETER BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER 13 102" TO 180" 48" UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INTS) A101111ilk STD. PLAN - 220.10 O®• PUBLIC WORKS PIPE ZONE BEDDING AND jfkd by: �I� DEPARTMENT COMPACTION - FLEXIBLE PIPE Aartin Pastucha 8/13/20c fiB8Q&FAG&B449D... DATE 18: 18 #6 BARS @ 7" SPACING T 12" (TYP.) 1 20 x24 , 24" DIA., 48 48.. DIA., OR 54" MAX, DIA. HOLE (� 6, J- 12" 9„ LI + 12" t 2 V2" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" MIN. 6" SPACING STEP 91/2" MAX. 20"x24", 24" DIA., 48" DIA., OR 54" DIA. HOLE L 2" (TYP.) 2INJMIN. 8„1"MIN.T- 2 1/2" MAX. 7 72" FLAT SLAB TOP18"MIN. 024 42" MAX.#4 BARS @ 6" SPACING L . 20"x24"OR 24" DIA. HOLE 48" MIN. TYPICAL ORIENTATION ECCENTRIC CONE SECTION I� 2" (TYP.) FOR ACCESS AND STEPS 8 1" MIN. 2 1/2" MAX. 48", 54", or 60" FLAT SLAB TOP 3� 3�" .yn 20" 34" 5 S. 2", 4', 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" s' \\��1", �j1ll HEIGHT INCREMENT (SPACED T EQUALLY), SEE NOTE 1 I 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION NOTES: 1. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS MISCELLANEOUS DETAILS FOR oS STD. PLAN - 204.60 gu�q, A PRuHZ DEPARTMENT DRAINAGE STRUCTURES 9/28/2018 I Publlm k-1 DATE ublk W°rkz PEminlstraror DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 3/4" FLAT FACE GOTHIC 00 9" DIA 5/ " 400 ❑ ❑ STORM ❑ 4" ❑ ❑ ❑ ❑ 8-13/16"DIA ❑ ❑ 1 1/8Ip� pI11 8-" DIA 10-1/2" DIA �'�fd� (2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS 5/6 ON A 8" DIA BOLT CIRCLE CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 'p^ EXTEND CLEANOUTRISER 2" ABOVE DESIGNSIGNPONDING III--�I ELEVATION OR PER PLAN FERNCO GASKETED 4 V 4 DESIGN PONDING QUIK CAP OR SIMILAR 8" CLASS "B" \ /�� ELEVATION 4"STREAMBED COBBLES PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 4" COMPACTED SAND ORO GRAVEL BACKFILL FOR DRAINS O��C j;. oO PER WSDOT 9-03.12(4) QO CLEANOUT RISER, SEE NOTE 2 -III-III-II 11i III ,i1I CLEANOUT RISER SOIL TIGHT 45" BEND SEE NOTE 2 WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING %�//\\/� /��� I l I Ij" "I DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE O CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA TO OVERFLOW STRUCTURE OR STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 B60SIgned by: PUBLIC WORKS STORM SYSTEM CLEANOUT 8/13/20 �I� DEPARTMENT artrnin_ Pastucha DATE SURVEYED: c �+ DESIGNED: OZHGRJ FLA WO BA/NOTTI DRAWN: CHUCK FEML/NG CHECKED: M/CHAEL MOODY NO. REVISION BY DATE APPR APPROVED: M/CHAEL MOODY :45 0 1 8 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND BACKFILL, SEE NOTE 4 - 6" O.D. FOUNDATION LEVEL s" FOUNDATION MATERIAL, , IF REQUIRED, SEE NOTE 5 TRENCH WIDTH, SEE NOTE 3 PIPE ZONE BEDDING AND SPAN - BACKFILL, SEE NOTE 4 r , FOUNDATION LEVEL - RIGID PIPE NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH. 3. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH. 4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) RISE FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 5 6" 6' MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIVATE? OF THE APA? CORRUGATED 20 YES YES YES STEEL PIPE SPIRAL RIB STEEL 2.0 YES YES YES PIPE PLAIN CONCRETE PIPE (PCP) 2.0 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) DUCTILE IRON PIPE 1.0 YES YES YES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TO 24" 12" 30" TO 96" DIAMETER/3 102" TO 180" 48" PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18" TO 36" 12" 43" TO 142" SPAN/3 148" TO 199" 48" UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND ARC°s; dby DEPARTMENT Martin Pastucha 10/19/20 2 COMPACTION - RIGID PIPE Public Works AdminMm ., DATE R-430515 SCALE: VERTICAL NAVD 1988 CITY 0 F HORIHORIZONTALNAD 1983/183/1991 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N O Nt N i 0 J 12 PROJECT NO. 2008 1K o AsyfMpd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE .ti zPLANNING 41843DESIGN SURVEYING . LISTER F`�sIBNAL ENVl 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 04/02/25 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HHuynh 04/17/2025 O JONES RENTON SHORT PLA T 3102 PARKA VEN, RENTON, WA 98056 FlELDBOOK: PAGE O STORM DRAINAGE DETAILS DRAWING NO: C4.33 1 SHEET:17 OF:.34