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HomeMy WebLinkAboutR-412720DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6 EEC F5B6-602A-4E4A-B436-A317AA638878 I I 1 112' BOLT -DOWN SLOT, IyII SEE DETAIL AND 34" NOTE 1 114' I I � I I I I I BOLT -DOWN SLOT DETAIL SEE NOTE 1 ISOMETRIC 24" 1 � 4 EQUAL SPACES 4 EQUAL SPACES 1 5;0" MAX. - SECTION A NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518"-11 NC 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 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 3. USE ONLY IN SAGS ON VERTICAL CURVES. 4. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 204.30 PUBLICWORI<S RECTANGULAR BI-DIRECTIONAL PPR D: '�„ DEPARTMENT VANED GRATE GAZ 9/28/2018 I w",waa DATE RECTANGULAR BI-DIRECTIONAL VANED GRATE C6.4 NTS DocuSign Envelope ID: 6EEC F586-602A-4E4A-B436-A317AA638878 SEE STANDARD PLANS 110, 110.1, 11 D.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS --- 12"MIN.--- EXISTING PAVEMENT SURFACE Ii -----r--------- 8" M N. , SEE NOTE 4 NEAT LINE TRENCH 'CRUSHED SURFACING TOP COURSE- PER / WSDOT STD. SPEC 9-03.9(3), COMPACTED 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 TD 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 WSDOTIAPWA 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 T 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 15 NOT70 SCALE (NTS) STD. PLAN - 220.20 [PROVED: 9/28/2018 I GAZ PUBLIC WORKS ' DEPARTMENT TYPICAL TRENCH AND BACKFILL wrt.a DATE TYPICAL TRENCH AND BACKFILL :45 Ah :45 m CLEAN SOIL WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 ri TO OVERFLOW STRUCTURE OR STORM MAIN 1/2" LETTERING BOLT HOLES-3 PLACES EQUALLY SPACED 120' APART ON 23 1/16" DIA. B.C. RENTO DRAIN (1) 1" DIA. PICKHOLE o m nu um, 11/4'LETTERING 25' DIA. 314" 2 112" I 83/4" (TYP.) ��11 COVER SECTION VIEW 26 1!2" DIA. 25 1/4" DIA. 1/4" DIA. NEOPRENE GASKET 1116' I 6., 5; 8" 23 318" DIA. CL OPEN 27 5/16' DIA. 34 1/8" DIA. FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 518'-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1116' nR1l8' GASKET GROOVE DETAIL NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE (NTS) ri�Az STD. PLAN - 204.50 •�• PUBLIC WORKS "` DEPARTMENT STORM ROUND FRAME AND COVER 9/28/2018 1 DATE :45 AN STORM ROUND FRAME AND COVER (PUBLIC ONLY) C6.4 NTS DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878 ®r�, 4' FLAT FACE GOTHIC 9"DIA 4" 8-1/8"OIA 0-VTDIA (2) 318%16 SS SOCKET HEAD CAP 15" DIA (1) OPEN PICKHOLSCREW (ALLENHEAD) WNVSHRS ON A 8' DIA BOLT CIRCLE CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEIEE'� NOT�E3 I I v 8" CLA55 "B' 1 ASPHALT, SEE NOTE ,1 ,1 OUT RISER, SEE NOTE 2 J TIGHT 45' BEND i ppp pp `qq 0 :fl . � Ka MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION EXTEND CLEAIGN P RISER 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN - a DESIGN PONDING ELEVATION - 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS ( PER WSDOT 9-03.12(4) Q ��I I CLEANOUT RISER, SEE NOTE 2 -1 8-13116" DIA 518" FERNCO GASKETED QUIK CAP OR SIMILAR /� 4" STREAMBED COBBLES / PER WSDOT 9-03.11(2) 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 SIZE AND MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCT NO.00367549BOl OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED'STORM'. 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 1 DO 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 NOT705CALF (NTS) STD. PLAN - 226.00 VRIPUBLIC WORKS APPROVED. DEPARTMENT STORM SYSTEM CLEANOUT GqZ 9/28/2018 1 DATE STORM SYSTEM CLEANOUT NTS C6.4 NTS cPm*oterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 Ld coterraengineering.com I� REVISION :45 Ar #6 BARS @ 7' SPACING 12" (TYP.) 20'x24", ZV DIA., 46" 48' DIA., OR 54" MAX. DIA. HOLE 8' f 2" (TYP.) _L 9" 12- 12 1"MIN. 2 112" MAX. 84" or 96" FLAT SLAB TOP PREFABRICATED LADDER 12" MIN. 6" #5 BARS @ 6" SPACING STEP s vz" MAX. 20"x24", 24" DIA., Ix 48" DIA., OR 54" DIA. HOLE �+ 2- (TYP.) 24" 1" MIN. J MIN. 8, 21/2" MAX. 72" FLAT SLAB TOP 24" 18" MIN. 42' MAX. #4 BARS @ 6- SPACING /1> I", MIN. t 20"x24"OR 26" DIA. HOLE _ TYPICAL ORIENTATION 48' MIN. --� ECCENTRIC CONE SECTION 2" (TYP.) FOR ACCESS AND STEPS Li Ll " MIN. 8 2 112" MAX. 48", 54", or 60" FLAT SLAB TOP 34•.1", W 2',4', 8", 1T, OR 24" ONE #3 BAR HOOP FOR 6" 5'Il HEIGHT INCREMENT(SPACED SEE NOTE 11"• �IEQUALLY), 2", 4"� 6".�S.12", OR 24" OOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 CIRCULAR ADJUSTMENT SECTION 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 15 NOT TO SCALE (NTS) Ds STD. PLAN - 204.60 ." PUBLIC WORKS MISCELLANEOUS DETAILS FOR APR '�„ DEPARTMENT DRAINAGE STRUCTURESAZ 9/28/2018 1 �reaw m"m.r DATE art,aammRr".a MISC. DETAILS FOR DRAINAGE STRUCTURES 45 AN SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND 'T BACKFILL, SEE NOTE 5 f 6' O.D. FOUNDATION 4 LEVEL 6- FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6 FLEXIBLE PIPE 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 DR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER (FT) PUBLIC? PRIYATE? OF THE APAT LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 20 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 (HOPE) 2 0 YES YES YES DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12" TO 24" 12' 30' TO W' DIAMETER 13 102" TO 180' 48" UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 220.10 rr PUBLIC WORI<S PIPE ZONE BEDDING AND PPR "_ '�„ DEPARTMENT COMPACTION -FLEXIBLE PIPE GAZ 9/z8/2o18 I w",tsaa DATE :45 Ar PIPE ZONE BEDDING AND COMPACTION - FLEXIBLE PIPE C6.4 NTS C6.4 NTS DocuSign Envelope ID;6EECF5B6-602A-4E4A-B436-A317AA638878 OPTIONAL PARALLEL TANK r•------------------------------ 7��\ 7l'\ 1 I I I\ I H-1--J'' 1 36"MIN.I 1 I 1 1 INLET PIPE (BACKUP SYSTEMS, �L-------------------------------J ACCESS RISERS, SEE NOTE 4 �\ i/ �TT� SAME SIZE AS INLET PIPE, WHERE ALLOWED) I/ I 12" MIN. DIA Ill 2-MIN. I I I I I ACCESS RISERS PER FLOW _ A u� OUTLET PIPE O STD. PLAN 235.1() N� O INLET PIPE CONTROL 0 (FLOW THROUGH) STRUCTURE WITH SOLID LOCKING LID 36" MIN. CONNECTOR PLAN PIPE BASIN(CB) TYPE 2 CATCHED "FLOW-THROUGH" SYSTEM SHOWN SOLID. FLO REQUISYSTEM DESIGNS FOR "FLOW BACKUP" SYSTEM AND ONLY PER STD. PLAN 201. PARALLEL TANKS SHOWN DASHED FINISH GRADE 50' MAX. 100' MAX. 2" MIN. DIA. AIR VENT PIPE ACCESS RISERS, SEE WELDED TO TANK (REQUIRED STD. PLAN 235.10 IF NO ACCESS RISER ON TANK) 2' MAX T MIN. - L - ® 2' MIN. SEE NOTE 10 DETENTION TANK (TYPO � (SIZE AS REQUIRED) .-Y 6" SEDIMENT STORAGE �-r FLOW -�` 2' MIN. Z MIN. 36' MIN. DIA, (T1'P.) SEE NOTE 10 (T1'P.) CONTROL STRUCTURE (FROP-T SECTION A SHOWN), MIN. 54' DIA. TYPE 2 CB PER STD. PLAN 237.00 FLOW RESTRICTOR PER STD. PLAN 237,00 NOTES: 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. MINIMUM TANK DIAMETER IS 36 INCHES. 3. METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4. ACCESS RISERS REQUIRED CENTERED NO MORE THAN 50 FEET FROM ANY LOCATION WITHIN THE DETENTION TANK. 5. H-20 LIVE LOADS MUST BE ACCOMMODATED FOR TANKS LYING UNDER PARKING AREAS, ROADWAYS, AND ACCESS ROADS. 5. BEDDING OF THE PIPE SHALL BE IN ACCORDANCE WITH STD. PLAN 220.00. 7. PRIOR TO STARTUP, DETENTION TANK SHALL PASS LEAK TEST. 8. PIPE MATERIAL, JOINTS, AND PROTECTIVE TREATMENT FOR TANKS SHALL BE IN ACCORDANCE WITH SECTIONS 7-04 AND 9-05 OF THE WSDOT/APWA STANDARD SPECIFICATION. 9. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE VEHICLES. 10. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 11. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 235.00 • PUBLIC WORKS PPROVEU `� DEPARTMENT TYPICAL DETENTION TANK GAZ 9/28/2018 I v"rt,aam"�vmr" DATE TYPICAL DETENTION TANK NTS SURVEYED: - DESIGNED: HS DRAWN: HS CHECKED: PA BY DATE APPR APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL, NAD 1983/1991 DATUM :45 AI CONSTRUCTOR RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PREPARED BY D.R. STRONG CONSULTING ENGINEERS INC., DATED 12/10/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. +_ CITY OF RENTON Planning/Building/Public Works Dept. :m"SP�i�6; O C) O) J J Q o O C O c O W � rn� T V W Z 0 U Z) v / Z O U J_ W, �i H z IN COMPLIANCE WITH CITY OF RENTON STANDARDS w SUNSET OAKS APARTMENTS SUNSET LANE NE, RENTON, WA CITY OF RENTON CML DETAILS rr a IZ Q U) Q O DATE: 10/5/20 � I ' FIELDBOOK: PAGE: V i Z DRAWING NO: C6.4 U) SHEET. OF, 19 36