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HomeMy WebLinkAboutR-4115147 1 MANHOLE FRAME AND SEE STD. PLAN, 401 ADJUSTMENT RINGS AND MORTAR JOINT° SEE NOTE 5 CONE ('ECCENTRIC) RUBBER GASKETEn JOINTS IN ACCORDANCE VVITHI ASTM C-443 STEPS - POLYPROPYLENE SHALL BE INCLUDED CONCRL'TE kISER RY PIPE INC-, OR APPROVED EJUAL- LADDER-`10L1•PROP ILENE SHALL 6E ATTACHED 10 MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF .A. .8- V .D. .E. 48" MH 48 6" MIN. 5"MIN 24" MIN, 21" I.D. 54 MH ` 4 8" MIN, 5 5" MIN. 24" MIN. 24" I,D- n.Q" MN i?u" 8"tlhJ. 6" MIN. 4.2" MIN, 30" I,D, (yr7� i STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHCII.E SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD PLAN 401- 4. MANHOLE SECTIONS TO BE 17F REINFORCED PRECAST CONCRETE. 5. ADJUSTMENT OF THE CASTING TD GRADE SHALL BE PER STD PLAN 105. THE USE Of SHiM5 IS PROHIBITEC+ 6. .SANITARY SEWER MANHOLES 5HALL HAVE Al L INTERIOR 51JRFACE3. INCLUDING i,HANNEUNG, (li COATED (SEALFtT) WITH A HIGH SOLIDS JFETHANE COATING. WA55ER MC-SHIELpCDA7 100 OR `L APPROVED EQLIAL; COLOR OF COATING SHALL. BE WHI'rF 0 7 RUBBEN GA5KETECI JOINTS SHALL BE IN CONFORMANCE )PITH ASTM C-443 B. CHANNEL HEIGHT SHALL 9E A MINIMUM OF S/4 OF THE IN5:DF DIAMETER OF THE LARGEST PIPE, -OR. 9, CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK .ADAPT KOR-N-SEAL BOOTS OR (n APPROVED EQUAL u i 10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF E" AND A MAXIMUM OF If" ABQVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POUFEDI AT .;RARE IN FAVED AREAS, CVVER MUST SLOPE IN ALL DIRDYTICNS TO IAATCH PAVING. 11 MANHOLE..� �•:-=P 20' DEEP SHAL_ BC A MINIMUM OF 55" IN 01AMEYE'R � J 0 STD. PLAN - 400"1 PUBLIC WORKS STANDARD SANITARY MANHOLE PRD 9/1112019 I PUBLIC WORKS DEPARTMENT GAZ "''�I �� DEPARTMENT DATE v / \J ) \�IOr V w w 117 OR 6" HEIGHT TWO A3 BAR HOOPS FOR 17 HEIGHT RECTANGULAR ADJUSTMENT SECTION #3 BAR EACH CORNEF #3 BAR EACH SIDE #3 BAR EACH ..... PRECAST BASE SECTION #3 BAR EACH CORNER 18' MIN iW BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12 PLAIN CONCRETE ALL METAL PIPE Ir CPSSP* 12" (STD. SPEC. O-O&M) SOLID WALL PVC Is, (STD. SPEC 9415.12(1)) PROFILE WALL PVC 15° (STD. SPEC. 9-05.12(2)) NOTES 1. As acceptable a9ematives to the rsbar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specificabons), or Wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required Mbar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and casfings shall be set in mortar in acmrdance wfth Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION Y * PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00 Z DEPARTMENT tp MARCH 2O08 Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 BOLTHOLE _ EQUALLY :F,4-k 1 APAPT ON RENT SEWER COVER & FRAME PLAN VIEW 25' DIA j Er;35mlc] 3/4' E.I4�+, , r•,r•i] E1+41•li�] COVER SECTION VIEW 1 E573mP1] 25 J /4' D!A �114• [6z„•I;, DIA E27r9r•I] r•IEC,PR.ENE GASKET L 5/8, _+ B' DIA CL OPEN I:I6Mm] C5�4rImI E7 5!1E DP% EG94mml 34 11�' DIA_ COVER BOTTOM VIEW BOLTING DETAIL 1/4 r6mm' �1 I ve• i iriril , II GASKET GROOVE DETAIL RECESSED Not to Scale LIFT POCKET FRAME oO 3/4" LETTERING "SEWER" 1 -0, DIAMETER SEWER (2) BOLT SOC. (ALLEN HEAD) - IJ n 5/8" - 11 X 1.5 STAINLESS oIIL��� STEEL REF. PART #00981 T 77 8" CLASS "B" SAND OR 10- 1/2" 5/8„ ASPHALT EXPANDABLE 12-1 2 1/4 LI 2-1/4„ BOLT DETAIL 45' (1 /8) BEND 4v V } SEND FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES; 1. 8„ AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. NOTES: No. 3695 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. FRAME SECTION VIEW I. ALL- COVERS SHALL HE LOCKING LID FER -AST 2. IN UNIMPROVED AREAS, POUR A S„ THICK. 2'-D" SQUARE JORDAN IRON WORKS INC. NO 3117C1 OR ECILIAL CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 2 USE FRAME AND COVER FOR STORM (SPEL'IF- "DRAIN" ON COVER), SANITARY {SPECIFY SEWER"}. rR WATEF `PECIFY "WAT--' STD. PLAN - 401 PPR&D UR PUBLIC WORKS MANHOLE FRAME AND COVER GAZ 9/11/2019 1 DEPARTMENT nA rr CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) - MORTAR, (TYP.). SEE NOTE 5 4'MIN 28" MAX 16, MAX. FLAT SLAB TOP 48', 54'. CO. 72", 84'. 96". 120- OR 144' SEE NOTE 6, TYP 15' MAX FOR MAINTENANCE - STEPS OR LADDER �• L - `- 12' (TYP 1 I24"o , t'MIN. 'O'RING �. 2.5' MAX. REINFORCING STEEL. (TVP. ) IN • MIN 12" MAX 1T + GRAVEL BACKFILL FOR PIPE ZONE 12' BEDDING PER WSDOT STD. SPECIFICATION SECTION 9.03. 120) 6' 8' SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. . THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.F MAXIMUM PROVIDE A 1.6• MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 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 7 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS S. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 9 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION PUBLIC WORKS DEPARTMENT (D CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4' 6" 36" 8` 54" 4.5" 8" 42" 8" sw 5' 8` 48" e" 7r 6' a" 60" 12, 1.e' IF 72' 1r 96" 8' 12" 84" 12' 120" 1(r tr 1. 12' 144' 12" 1r 108' 1r PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP' SOLID WALL PVC T PROFILE WALL PVC I 49" 24" 30" 24' 30, 30' 1. 1. 36' Xr 36' 36" 60" 39" 42' 39 42' 42" 72 42" 54" 42' 48' 48. 84' 54, s0' 94' 48' 48" 96" 50" 7r e0• 48' 48" 120" 1. 84- 6O' 48' 48" 144' 78" 98' 6T CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-D5.20) 'STD. SPEC, 9-05.12(1) ISM. SPEC. 946AW) CATCH BASIN TYPE 2 UNLESS OTHERWISE NCMD, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 201.00 °GAZ 9/28/2018 I "w, •"4m,,,.,,,", DATE :4s 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN ISOMETRIC W (SEE NOTE 7) LIMITS OF PIPE ZONE 1 011 �. BEDDING MATERIAL. FOR .• - f SANITARY SEWER PIPE % O.D. OF PIPE (SEE NOTE 5) / FOUNDATION LEVEL /X BEDDING FOR SANITARY SEWER PIPE NQTES I. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3- COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE- HAND TAMP ONLY- 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5, PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFECATIONS OR PEA GRAVEL. 6- PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7- TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. I u. r-Lx tit - •FVJ.L � GAZ 9/11/2019 1 PUBLIC WORKSDEPARTMENT DATE I �OLT-DOWN SLOT, I 1r1' EE DETAIL AND IOTE 1 y4• j� 1 1I/4' I 61a' rl BOLT•DOWN SLOT DETAIL SEE NOTE 1 LETTERING 20' I 5. 24' 5' 7 OR 8 EQUAL SPACES 5' IT DIRECTION OF FLOW I 3' 1518- MAX -J SECTION A SECTION B 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 6fB'-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, FOR FRAME DETAILS, SEE STANDARD PLAN 204 00 UNLESS ORIERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 ,•,�. PUBLIC WORKS RECTANGULAR VANED GRATE R GAZ 9/28/2018 I ate DEPARTMENT DATE 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 2 REVISIONS PER CITY COMMENTS DATED 410712021 38375 GISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIONAL n-7 /n1 N0. REVISION SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN: TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA :4! �A PIPE BEDDING FOR SANITARY SEWERS /I oI 77-FLOW _N � 51 OUTFACE TO STRF�41 DUMP NO POLLUTANTS TOP 49 /\ ICESSED LETTERING vi ISOMETRIC STD. PLAN - 405 REM: GAZ 9/11/2019 1 u.,.,,..... RATE I I 1rr BOLT -DOWN SLOT. SEE DETAIL AND y4. = TE , I 1 114' I I 518' I BOLT -GOWN SLOT DETAIL SEE NOTE 1 1' 5' 5"-- 20' I s" 1 5" SECTION B 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 51W.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 2D4.OD. UNLESS OTNE RWISE NOTED, DRAWING IS NOT TO SCALE IN r51 STD. PLAN - 204.30 PUBLIC WORKS RECTANGULAR BI-DIRECTIONAL °R D .� �" DEPARTMENT VANED GRATE GAZ 9/28/2018 - DATE SCALE: 111=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM M 4 Know what's below. Call before you dig. 0 CITY OF RENTON Planning/Building/Public Works Dept. ; i, LX' SEWER MAIN i i i l PROPERTY LINE !� SPOOL i i mi I I (LENGTH AS NEEDEO] I 1 3'-D' MIN.-{ 6" SEWER STUB I I FUTURE 4" SIDE SEWER / nE----------3 r / 2"14 4" STUD MARKING POST PAINTED I I 16" CAP WHITE WITH THE WORD -SEWER" STENCILED V5EWER MAIN TEE x fi" TEE i i i j to 3" HIGit BLACK LETTERS AND jib W RE SIDEWALK i ' x WRAPPED AROUND THE STUD AND I I I I i a ExTENDED TO THE TOP OF THE STUD. COUPLING (ll'P.] L__--_-_--J : a� 6"k8"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR I r APPROVED EQUAL, SPECIFY "SEWER" ON UD), • c�5 CLEANOUT TO 6E CENTERED IN A 2'x2' CONCRETE PAD, I Lti CONCRETE PAD TO BE 19" IN DEPTH. -- ------ ----- BEND AS 1 g" EXISTING SANITARY REQUIRED �SEWM MAIN �2-0% MIN. SLOPE '13 ` FUTURE 4" SIDE SEWER 6" SEWER STUB�6"x6"xS" WYE FUTURE 6% 4" REDUCER SEWER MAIN 512E X 6" TEE ACCEPTARLE PROCEOLJRES FOR SIDE SEWER CONNEC?ILWS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN -- CUT IN A NEW PVC "TEE" USING "STRONG -BACK- Fi.EXIELE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK" FLEX11LE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE �01R APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP. ETC.): CUT IN A NEW PVC "TEE, USING STRONG -BACK" FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE -DRILLED NTH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER. G, MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. i dJ� 3000 WsEwrR JE•'w' G CONBLO'L`S -:HORIZONTAL $" MISEWER MAIN MAN CONCRETE BLOCKING ANGLE QF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER STUB STD. PLAN-406.1 PUBLIC WORKS PPR n: � ❑EPARTMENT INSTALLATION GAZ 9/11/2019 (SEWER MAIN TO PROPERTY LINE) w µl DATE LETTERING BOLT HOLES - 3 PLACES EQUALLY SPACED 120' APART ON 23 1/16' OIA. B.0 V DIA. PICKHOLE PLAN YIESS •,- _. •.•IING 25 DU. 1. -L_1_ j y4" z 112' [_8 3/4" (TYP.) (31 SILT SOC. (ALLEN HEAD I WS"-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 261fr DIA 25 1/4' DIA. 174' DIA. NEOPRENE GASKET 1/4' 1 U18" 16' 8 1/e" R118' 7 23 3fW DIA CL OPEN GASKET GROOVE DETAIL 27 W16' DIA. 34 1f8' DIA FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER Ei No. 3717C1 OR APPROVED EQUAL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT51 Bs STD. PLAN - 204.SO PUBLIC WORKS STORM ROUND FRAME AND COVER P►Z 9/28/2018 1 VDEPARTMENT OATE cr 0- NOTE: CITY ONLYOBERENTON USED ONOGO THOSEALL R - 411512 LIDS WITHIN CITY OF RENTON RIGHT-OF-WAY S- 411504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING A01%k FAnn WATER UTILITY "� � Brianne Bannwarth 07/01/2021 ler 07/02/2021 O Z DATE: L� SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: CONSTRUCTION DETAILS 1460 3 �' SHEEP: GF 14 :19