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Home My WebLink AboutzSet - Wastewater DocuSign Envelope ID:3458681D-914F-4F2D-AB59-7C192D3B78A3 MANHOLE FRAME AND COVER 6" l SEE STD. PLAN 401 12" MAX. ADJUSTMENT RINGS AND MORTAR JOINTS 10440.1 SEE NOTE 3 D, FIRST STEP SHALL BE A MAXIMUM OF 18" • 1 BELOW THE COVER. CONE (ECCENTRIC) STEPS — POLYPROPYLENE STEPS •.'� 6-1/2"~I —•' SHALL BE INCLUDED r 5' MIN. ; . RUBBER GASKETED JOINTS SEE NOTE 5 • � c 12" (TYP) •. • + .� IF REQUIRED, LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE — 'E' ' s .•„ SHELF AND CHANNEL SHALL BE •• 3000 PSI CONCRETE 1% •. o . a' PRECAST BASE SECTION OR CAST IN SHELF. • i••r!••'•hetishir!•e•r•tr!• %•s:!•" COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL NOT TO SCALE MATERIAL SUITABLE TO SUPPORT STRUCTURE. 'A' 'B' `C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 2. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE OF SHIMS IS PROHIBITED. 4. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY—COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—SHIELDCOAT 100 OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 5. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 6. CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE. 7. CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR—N—SEAL BOOTS OR APPROVED EQUAL. 8. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT—GRADE, MINIMUM 2'—WIDE CONCRETE RING POURED AROUND THE COVER. IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. STD.PLAN-400.1 PUBLIC WORKS gnedby: DEPARTMENT STANDARD SANITARY MANHOLE Martin Pastucli'26/202C I 12: F N T O M°tertf , 449D... DATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 / MANHOLE FRAME AND COVER 6„ tSEE STD. PLAN 401 'rwzqk ADJUSTMENT RINGS AND MORTAR JOINTS 12" MAX. SEE NOTE 3 I24" FIRST STEP SHALL BE A MAXIMUM OF 18" t. '. BELOW THE COVER. It PRECAST CONCENTRIC CONE A RUBBER GASKETED JOINTS c ,i • SEE NOTE 5 5' OR LESS +4 STEPS — POLYPROPYLENE STEPS . a 12" (TYP) SHALL BE INCLUDED } u . • IF REQUIRED, LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE —•—'C' i I MAX. PIPE SIZE — 'E' OPSHELF AND CHANNEL SHALL BE 1% 3000 PSI CONCRETE 4�' PRECAST BASE SECTION OR i _ ... ' i CAST IN PLACE BASE WITH CITY �.� . APPROVAL. •e•.wr.4!s! Etel.ter •L,•'t•1% •%••!•' COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL NOT TO SCALE MATERIAL SUITABLE TO SUPPORT STRUCTURE. 'A' `B' `C' `D' `E' 48" MH 48" 6" MIN. 5"MIN _ 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 2. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE OF SHIMS IS PROHIBITED. 4. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY—COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—SHIELDCOAT 100 OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 5. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 6. CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE. 7. CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR—N—SEAL BOOTS OR APPROVED EQUAL. 8. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR SHALL HAVE AN AT—GRADE, MINIMUM 2'—WIDE CONCRETE RING POURED AROUND THE COVER. IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. ��.K STD.PLAN-400.2 0PUBLIC WORKS 5AartinPastuêh6/2o2o SHALLOW SANITARY MANHOLE I 12:5 9E.N c o� 4$B 1FD98B449D... DATE I DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 1 1 �i REMOVE MANHOLE COVER, i 1 IN ROADWAYS, RESTORE PER FRAME, ADJUSTMENT RINGS Et STANDARD PLAN 110.1. AND CONE (OR FLAT TOP) 118 , OUTSIDE OF ROADWAYS, RESTORE TO A DEPTH OF AT LEAST '"awl TO MATCH THE ADJACENT AREA. 4 FEET BELOW THE FINISHED ,—, GRADE ELEVATION. 2{- f �•�. : ' ..,.I• ��•. cam• • 4. �•`�� COMPACTED SAND, •: ��fAir. 12:. •,' —' GRAVEL BORROW OR CDF 444111 •1- t ; OW ew .-/- • . �.�• , CONCRETE PLUG 2�y . �� \ (MINIMUM OF 12" IN LENGTH) y ! tiS•! y �? � •'� A CONCRETE PLUG • �s!,,Mi�•'',41 (MINIMUM OF 12" IN LENGTH) w91- DRAINAGE HOLE (TYPICAL) NOTES: 1. DRILL A MINIMUM OF 4 — 2" DRAINAGE HOLES IN THE BOTTOM OF THE MANHOLE. 2. PLUG ALL INCOMING AND OUTGOING PIPES WITH CONCRETE. 3. FILL THE MANHOLE WITH COMPACTED SAND, GRAVEL BORROW (SECTION 9-03.14(1)) OR CDF. 4. DEBRIS FROM BREAKING THE UPPER PORTION OF THE MANHOLE MAY BE MIXED WITH THE FILL MATERIAL SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. THE FRAME AND COVER SHALL BE SALVAGED AND ALL OTHER MATERIAL DISPOSED OF. ,s Y �r„d��Ykor�iW e 0,,, STD.PLAN-400.5 PUBLIC WORKS rzPPR�6p��y�Eeby. DEPARTMENT ABANDON MANHOLE Martin� PastL S#i/2o2o 12:55 9F N T O� Ri DATE F 8449D... DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3 EXISITNG PIPE ;tiF.�..:.� , • �;:�.:• •' ' 4r f ; • !':r'_�• >'� OPEN PIPE CHANNEL •p` •;s'•. . • I a. ..I .S �•'' PRECAST SADDLE r.y. •':• P `: D e . ••. •i•' : X MANHOLE SECTION • ie"MIN. •' NEW PIPE • CAST-IN-PLACE CONCRETE BASE "P: .;'•�.� '•D . , '%;v.•• y' (4)-4"(W) X 8"(H) X 16"(L) UNDER PRE-CAST SADDLE r.'x;::'. i • .': :•: SOLID CONCRETE BLOCKS MANHOLE SECTION "' "•' ':' ' "p• (MINIMUM) ,•,•,w .:rw,. - •is . .i. •.:• �� •.e.:' • , !'.•-••f.••••�t'' :,• #4 REBAR .' r T•• '','• •'w.r:••.:'IYMIN.I• y.+i... :•. :. TOP VIEW - PRECAST SADDLE DIAMETER VARIES MANHOLE SECTION BUILD THE CHANNEL FLUSH WITH BOTTOM OF PIPE AND SHELF AT • REMOVE UPPER HALF OF THE SLOPE = }" PER FOOT OR 2% EXISTING PIPE (PVC PIPE ONLY) (TYP.) SHELF AND CHANNEL SHALL NEW PIPE BE 3000 PSI CONCRETE CAST-IN-PLACE CONCRETE e. BASE POURED 4" ABOVE THE 18. e • _'_e C) OLID CONCRETE )BLOCKS 1 w (MINIMUM 12" THICK) ••" 4"MIN.' • ' zz" _ s •.. .' i..l 7 t. .•. / •.. (4)-4"(W) X 8"(H) X 16"(L. • '.;., � lar'MIN. a.". SOLID CONCRETE BLOCKS 414. Oti. 7,/e..."1,/1 '/.O/L�/*0��.%11 (MINIMUM) • r•.• �t i•,'• r•.. tom•.. i•.•. 1 i4. ♦••� 4.','•. 24 1 i•.#. CAST-IN-PLACE CONCRETE N-COMPACTED SUBGRADE WITH 6" BASE POURED 4" UNDER CRUSHED ROCK OR ADDITIONAL SEWER MAIN AT A MINIMUM OF FOUNDATION ROCK TO SUPPORT 10" THICK STRUCTURE. NOTES: 1. EXISTING PIPE SHALL BE SUPPORTED AT ALL TIMES. 2. NO WEIGHT OF THE PRECAST MANHOLE UNIT SHALL BEAR ON THE EXISTING PIPE. 3. CAST-IN-PLACE BASE SHALL BE 3000 PSI COMMERCIAL CONCRETE. 4. PRECAST MANHOLE SECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE SIZE AND TYPE. 5. PRECAST MANHOLE SECTIONS SHALL HAVE THE INTERIOR SURFACES FACTORY-COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL; COLOR SHALL BE WHITE. 6. THE PRECAST MANHOLE SECTION SHALL SIT ON (4)-4"(W) X 8"(H) X 16"(L) SOLID CONCRETE BLOCKS PLACED ON COMPACTED SUB-GRADE. 7. THE UPPER HALF OF THE EXISTING PIPE (PVC PIPE ONLY) SHALL BE REMOVED WHILE THE BOTTOM SHALL REMAIN AS THE CHANNEL OF THE NEW MANHOLE. 8. THE CAST-IN-PLACE MANHOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE SEWER MAIN. THE MINIMUM • DISTANCE FROM THE OUTSIDE WALL OF THE MANHOLE AND A BELL SECTION OR JOINT SHALL BE 2'. oT Y 0, STD.PLAN-400.6 PUBLIC WORKS SADDLE MANHOLE �R85�'D``9"e�"" + DEPARTMENT WITH CAST-IN-PLACE BASE Martin Pastud@ 6/2020 1 12:5 44-N i O+ `wrwepgqe'I FD988449D... Public works nmownnar DATE DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBB0F8BBB7 9/11/2019 | 2:12 PM PDT DocuSign Envelope ID:3458681D-914F-4F2D-A859-7C192D3B78A3 BOLTHOLES - 3 PLCS sraan NOWEQUALLY SPACED 120' Nvaaor isv3 APART ON 23 1/16' (586mm) tz.77.„ �j DIA B.C. (SEE DETAIL) �� z a.ivaioN 4 • ON = _— i \ - \\ // i cZt4 SEWER ." 44 ��'� 0 • 44111 COVER BOTTOM VIEW COVER & FRAME PLAN VIEW • 25' DIA. (3) BLT S❑C, (ALLEN HEAD) C635mm] 1' 3/4' C25mn] 5/8'-11 X 1.5 SS II RUBBER WASHER 119rnr1] [ I 8 3/4' L 2 1/2' *WA C222mm] [64mm] f.=N TYP 1 COVER SECTION VIEW I NN BOLTING DETAIL _ 26 1/2' DIA C673mm] 25 1/4' DIA C641mm] 1 1/16' 1/4' 1 1/16' 1/4' (6mm) DIA [27mm]i r C6mm] C27mm3 NEOPRENE GASKET fr6 A 6' 1/8' ;i i, (152mm] [3mm] 1/8' CR3mm] [156 8']� z3 3/8(594DIA r�m]L OPEN GASKET GROOVE DETAIL 27 5/16' DIA [694mm] 34 1/8' DIA [867mm] - NOTES: FRAME SECTION VIEW 1. ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC. PRODUCT No. 00371572 OR EQUAL. 2. USE FRAME AND COVER FOR SANITARY (SPECIFY . "SEWER"). • STD.PLAN-401.1 • PUBLIC WORKS SEWER MANHOLE FRAME AND COVER Rilwig'r9"eODy`41 26/2020 12:! ` DEPARTMENT (CITY-OWNED) Martin Pastuc F,,•or N+.ninn 1,F B449D... DATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 BOLT HOLES — 3 PLCS DIA B.C. (SEE DETAIL) EQUALLY SPACED 120' APART ON 23 1/16' /// - �\ 44 cr o ` (3) BLT SOC. (ALLEN HEAD) �°p p�p� v 5/8'-11 X 2,0 SS (7:TTIONIEN°s1oQo PART # 00981206D❑M e° ° ° °=°=°=° r • 11/16' 0 0 0 0 0 0 0 —_• u EWE u i C17mm3 qo 0 0 0 0 0� 17 0. 0 0 0 0 0 0 0 � '* ®... == ��Do A h /I%y a Jdo �\�\. � • PLAN VIEW 1 3/16' C30mri] 3/4' L19mm] 25' DIA. 2 11/16' C635rir�] + rW, C68mm] 1' L.-1`i _E r [25mm] 11/16'j 117mri] 1- BOLTING DETAIL SECTION VIEW (3) 5/8' EON L❑CK®P❑CKETS EQUALLY SPACED 120' APART ON A 23-1/16' DIA. B.C. 25 1/4' DIA. 1 1/16' f[ C641mm] C27mm] yoli ,A j NOTES: 6' } � C152mm] 1. ALL FRAME AND COVERS ASSEMBLIES SHALL '�� "" HAVE A LOCKING LID PER EAST JORDAN IRON L 23 3/8' DIA. WORKS INC. PRODUCT No. 00370076 OR EQUAL. C594mm] 2. USE FRAME AND COVER FOR SANITARY SEWER 27 9/16' DIA. (SPECIFY "SEWER"). C700mm] SECTION VIEW c,,,T Y 04. STD.PLAN-401.2 .. PUBLIC WORKS SEWER MANHOLE FRAME AND COVER R89h^ed by. DEPARTMENT (PRIVATE-OWNED) Martin Pastuchg)/26/2020 112: 4Rrrso`' ,,TP hI4420949D DATE DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3 Meg 60" MIN. USE ROMAC COUPLING OR APPROVED ,•`••:� EQUAL WHEN CONNECTING TO AN EXISTING SEWER MAIN , • l+s!'r.•.v • t U I '' '• '�j�i'i''i i''i ''i i�i'i i'i'�' BACKFILLWITH COF TOOSPRINGLINE • ,., 7 '':.••.:y. •' •_!:, i4�i'�'i, ;= a.-:•. CONCRETE BLOCKING NOTES: 1. OUTSIDE DROPS SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY. 2. MANHOLE SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF STANDARD PLAN 400.1. 3. OUTSIDE DROP SHALL BE THE SAME DIAMETER AS THE EXISTING SEWER MAIN • 4. NEW DROPS THAT CONNECT TO ALL EXISTING SEWER MAIN LINE MATERIALS EXCEPT DUCTILE IRON SHALL BE PVC SDR 35. DROPS CONNECTING TO DUCTILE IRON SHALL BE AWWA C900 PIPE WITH AWWA C907 FITTINGS. 5. DROP TEE SHALL BE A MINIMUM OF 3 FEET BELOW THE CONE SECTION. 6. MANHOLE SHALL BE CORE—DRILLED FOR NEW DROP. USE KOR—N—SEAL CONNECTORS OR APPROVED EQUAL. 7. CHANNEL BASE WITH 3000 PSI CONCRETE. WIDTH AND DEPTH OF CHANNEL SHALL MATCH THE LARGEST DIAMETER PIPE. SLOPE SHELF TO CHANNEL AT 1—INCH PER FOOT MIN. 8. USE ROMAC COUPLING OR EQUAL WHEN CONNECTING TO AN EXISTING SEWER MAIN. 9. MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP. STD.PLAN-402.1 PUBLIC WORKS OUTSIDE DROP CONNECTION ' AP y,K��f DEPARTMENT FOR SANITARY MANHOLE Martin Pastucha 10/26/2020 \--..13,0004 FD988449D... GATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3878A3 TEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR APPROVED EQUAL WHEN 60" MIN. CONNECTING TO AN EXISTING ° FOR NEW SEWER MAIN •r c > MANHOLES �� •�• 1- • • (\ SEE NOTE 7 "RELINER" BRAND STAINLESS • •: �` STEEL ADJUSTABLE CLAMPING • • BRACKETS OR APPROVED EQUAL 90' BEND EMBEDDED IN CONCRETE •'r S 7.R 17-------1/2 THE DIAMETER OF +' ! THE DOWNSTREAM PIPE NOTES: 1. SANITARY SEWER DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. DROP PIPES AND FITTINGS SHALL BE PVC SDR 35 WHEN CONNECTING TO ALL EXISTING SEWER MAIN MATERIALS EXCEPT DUCTILE IRON. USE AWWA C900 PIPE AND AWWA C907 FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE CORE DRILLED AND USE KOR—N—SEAL BOOTS OR APPROVED EQUAL. 5. USE ROMAC COUPLING OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING MAIN. 6. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 7. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. 8. MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP. v o,� �^Mrr�e TE. PLAN -402.2 y • PUBLIC WORKS INSIDE DROP CONNECTION APPROVED: DEPARTMENT FOR SANITARY MANHOLE Martin Pastuch o/26/2000 1: AFNiOa Public u... vonuc won,Administrator DATE 1 DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 RECESSED Not to Scale LIFT POCKET rolli - FRAME 3/4" LETTERING "SEWER" -D DIAMETER 1 -D o U o Ir O 11 SEWER Q (2) BOLT SOC. (ALLEN HEAD) - 1iiiiii•�y 5/8" - 11 X 1.5 STAINLESS %V o::o � o/7 STEEL REF. PART #00981177 %' % IA um 1-3/16" ellikkriSEE NOTE 3 \\- 10-1/2" 5/8" EXPANDABLE SAND OR �\\ FOAM 1/q„I ----12-1/2"� 2-1/4" BOLT DETAIL 45' (1/8) BEND 14" I" 12-3/4" --I IF 1-1/8" 8" �P 1_1- 11" k, 12-1/4" �c�, OJ CAST IRON RING AND COVER P� PIPE MATERIAL AS SPECIFIED G,/ BY THE ENGINEER • �� 45- (1/8) BEND NOTES: 1. 8" AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 3. INSTALL ASPHALT COLLAR PER STANDARD PLAN 106. sv De STD. PLAN-403.1 PUBLIC WORKS 8" OR 6" CLEANOUT ,-.7a* pnetlby - DEPARTMENT 1 FOR SANITARY SEWER MAIN Martin Pastuci a/26/2020 112: �FNtor IR=Pg49D... DATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 FRAME (2) BOLT SOC. (ALLEN HEAD) I 1'-0" I DIAMETER I 1'-0" Ir 5/8" — 11 X 1.5 STAINLESS STEEL REF. PART #00981177 _>•% IIIIIIIIMM 1-3/16" 4. „ Al SAND OR 5/8" v1 I SEE NOTE 5 EXPANDABLE FOAM je j ' co mill e PIPE MATERIAL BOLT DETAIL 1. 11 AS SPECIFIED BY THE ENGINEER RECESSED Kii LIFT POCKET 1 1 o o 3/4" LETTERING "SEWER" ff , - , U Mil WI 0 SEWER Q ■uIII \ o 9 o U o O U t i MAIN SIZE MAY VARY t _____,) PLUG TO BE SEALED IN SAME MANNER AS 10-1/2" MAIN SEWER JOINTS. 1/4 12-1/2" L 1" 1 TIE--\\\\\\\\\\\\\\\\* T 1-1/8" NOTE: 2-1/4" I 1. CLEAN-OUT IS ONLY TO BE USED AT THE PERMISSION OF THE CITY OF RENTON ENGINEER. 14" 2. THIS CLEAN-OUT IS ONLY TO BE USED FOR "DRY" SEWER 12-3/4"---I LINES THAT MAY BE EXTENDED IN THE FUTURE. ITS % PURPOSE IS TO ALLOW THE ENGINEER TO DETERMINE %A w' -- THE INVERT ELEVATION OF THE PIPE FOR FUTURE SEWER EXTENSION DESIGN. ALL "ACTIVE" SEWERS SHALL % 1-1/8" 8„ USE STANDARD PLAN 403.1. ./ . 3. RING AND COVER SHALL BE EAST JORDAN IRON WORKS, j INC. NO.3698 (PRODUCT NO. 00369803) OR APPROVED G G EQUAL. I 11" 12-1/4" 4. IN UNIMPROVED AREAS, POUR 8" THICK BY 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING. CAST IRON RING & COVER 5. INSTALL ASPHALT COLLAR PER STANDARD PLAN 106. 01Y o. ST .PLAN 403.2 • PUBLIC WORKS 8" CLEANOUT APPROVED: , DEPARTMENT FOR "DRY" SEWER MAIN Martin Pastuch /25/202 I 12: 9fNTO'' ,,,2qm, ,a 1FUytR3449U... I Public Works Administrator DATE DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C 192D3B78A3 PLAN VIEW A A ' C , ... . . , --.„_ ., . VALVE BOX LID WITH EARS IN DIRECTION OF SEWER �� 2" SQUARE �� MAIN AND WORD "SEWER" r• OPERATING NUT $ — CAST INTO IT. 8 I s' INSTALL 8" THICK HMA 4-1/4" DIA. COLLAR FOR VALVES IN 1/8' MIN. THICKNESS PAVED AREAS PER STD PLAN 106 OR 6" THICK, 3'x3' CONCRETE PAD IN UNPAVED 1" DIA. STEEL I I iN,\_ AREAS. LENGTH AS REQUIRED 41/A 2 PIECE CAST IRON VALVE �y 1/8" MIN. THICKNESS BOX, RICH—SEATTLE TYPE // � 2-1/4" INSIDE MEASUREMENT Vi OR OLYMPIC FOUNDRY .1111111. / 2-1/4" DEPTH VALVE OPERATING NUT SECTION A—A EXTENSION VALVE OPERATION NUT EXTENSION NOTE: ��g' EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE TI ' \ THAN THREE (3) FEET BELOW FINISHED GRADE. 3" EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT 38.. MIN. LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. WIDTH NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, /—WHITE POST SIZED AS NOTED, AND PAINTED WITH TWO COATS OF 62" METAL PAINT. n I I� I I I I —II 1 11 24" VALVE OR MANHOLE MARKER NOTES: MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER. VALVE MARKER POST MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OR MANHOLES OUTSIDE PAVED AREAS. MARKER POST SHALL IDENTIFY VALVES OR MANHOLES AS SEWER. SEWER VALVE STD.PLAN-404.1 PUBLIC WORKS tgnedby. DEPARTMENT OPERATING EXTENSION Martin PastuchW26/2020 1 12: 4'pN•ea AND MARKER POST �Bmfg�gg4gD. DATE Publk DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 38" I MIN. WIDTH WHITE POST 62" 24" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES: SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER". STD.PLAN-404.2 • AP' DEPPUBLICARTMENTWORKS SEWER MANHOLE MARKER POST Martin Pastuch&/26/202o I 12: Works FD988449D... DATE DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3 rW (SEE NOTE 7) LIMITS OF PIPE ZONE 6" BEDDING MATERIAL FORa SANITARY SEWER PIPE O.D. (SEE NOTE 5) of PIPE FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. 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 SPECIFICATIONS. 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. STD. PLAN—405 ..� PUBLIC WORKS PIPE BEDDING APP ---41' ' '1� DEPARTMENT FOR SANITARY SEWERS Martin Pastucfa/26/2o2o I 12: 4 i f H 1° 8B®467 FD98B449D... vueuc won nomim.v.�w DATE DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3 r<) r-1 r 7 I �------EX. SEWER MAIN I PROPERTY LINE I�r SPOOL Z (LENGTH AS NEEDED) 3' 0" MIN. o 6" SEWER STUB ;n MitFUTURE 4" SIDE SEWER EiI IMI[i[oi;ll�ic IDE 3 1 II t f \- 2'•x 4" STUD MARKING POST PAINTED t • 6" CAP WHITE WITH THE WORD "SEWER" STENCILED Il `SEWER MAIN TEE X 6" TEE I IN 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK z WRAPPED AROUND THE STUD AND ii w\ I al EXTENDED TO THE TOP OF THE STUD. I i ` COUPLING (TYP.) L_J L J : Q t�.J 13 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR I r APPROVED EQUAL, SPECIFY "SEWER" ON LID), • o CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAO. III CONCRETE PAD TO BE 8" IN DEPTH. 1 rT T-J r >` T BEND AS 8' REQUIRED EXISTING SANITARY SEWER MAIN 2 0% MIN. SLOPE \_ FUTURE 4" SIDE SEWER �6" SEWER STUB �6"X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE-DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE-DRILLED WITH A ROMAC 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 COUPLINGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE-DRILLED WITH 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 AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL. NOTES: 1. PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. 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. 3. SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT. SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME. DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR. 5. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110.2. 6. THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405. 7. ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON. `.'(V °< SIDE SEWER STUB • STD.PLAN-4016.1 • PUBLIC WORKS j INSTALLATION AP� t$g°' DEPARTMENT Martin Pastuch '26/202c 1 12: (SEWER MAIN TO PROPERTY LINE) �nw.8BAS$3F098B4490_ Pubic WorY.AAmini,tr.br DATE DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3 • ALL 90' TURNS SHALL BE ACCOMPLISHED— BY MEANS OF A WYE WITH CLEANOUT AND 4" BEND AS REQUIRED (NO GREATER 45' BEND. TWO 45'BENDS SHALL NOT BE THAN 45'BEND). EVERY 2ND CHANGE 4" CLEANOUT WYE WITH ACCEPTABLE. (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45' BEND AND PLUG. 1 A CLEANOUT WYE. (SEE NOTE 11) I (SEE NOTE 11) I I '�Q W La W #3 z. z• z' H N HOUSE $I HOUSE al 0 HOUSE ce 0l HOUSE z z rig' z a. a. a. • i --3-0" MIN. III I 4" SEWER PIPE SURFACE CLEANOUT \ 4" SURFACE v (TYPICAL) 6"x 6"x6" WYE a \\ CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 4" TEST TEE WITH AND 3. MINIMUM UNE SIZE FOR 4" WYE WITH II PLUG FACE UP II OTHER THAN SINGLE FAMILY IS 6" II R.O.W. LINE CLEANOUT _La _ I ; R.O.W. UNE `3' MIN. to lO ioTYPICAL) o 06"x 4" REDUCER 0 F1 fFrl H (TYPICAL) F WR cn MAIN SEWER LINE w 0 w w NOTES: z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE-SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF o PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS DEPARTMENT, b z DEVICE SUCH AS CLEAN CHECK EXTENDABLE I a BACKWATER VALVE OR APPROVED EQUAL SHALL BE 111 INSTALLED. 2. FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE. m THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE z z ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME. DO NOT o ' BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR. LLJ SURFACE CLEANOUT m 4"x 4"x4" WYE 3. SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT. PLAN BUILDING DRAIN FOR 4. A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED LOW ELEVATION HOUSE WITH A 4" PIPE. IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED. WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO 5 FEET CONTRACTOR MAY INSTALL A 6' DIAMETER SIDE SEWER AT NO LESS R.O.W. LINE R.O.W. LINE TO CLEANOUT MAX THAN 1x SIDE SEWER BUILDING SEWER BUILDING 5. INSTALL SIDE SEWER WIN 2' MINIMUM COVER. 18" COVER IS ALLOWED STUB 3 FEET MIN. �-- DRAIN AT THE HOUSE IF OUTLET IS SHALLOW. I/-. 110_3 \ 6. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN \ ACCORDANCE WITH STANDARD PLAN 405. VI0 co . m a of ((( o) O4` A NA �A• A L-J m ' rNmi< ' c - x >x • 0)x,o m 7. WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT z - om o v y n ? mi At v F x> o m O HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL MO 0�o mm -o •A- c-x z o •.- pm OTHER UTILITIES. rn2 „O_, rn UIn Z p m >> G) Z 0 0m 'a z n m m 8. SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE g z w 8 a m 0 > > Q el TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT I Io z m- c > AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH m 1 m - '-g y C m -i ,,Z WATER TO THE TOP OF THE RISER PIPE. NO LOSS OF WATER SHALL rnm I a, m • mm 0 OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE .. x' zz c CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL o rn m COMPLETION OF THE LEAK TEST. "O1 -o 9. THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER mPLAN STANDARD PLAN 406.1. THE CLEANOUT AT THE BUILDING SHALL BE BUILDING SEWER INSTALLED TO SURFACE GRADE. ALL OTHER CLEANOUTS SHALL BE INSTALLATION INSTALLED TO WITHIN 12" OF THE SURFACE. 10. IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 406.1. ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR. CALL 811 BEFORE YOU DIG 11. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC or go to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110.2. www.callbeforeyoudig.org 12. ALL WORK SHALL BE ACCOMPUSHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA). TYPICAL BUILDING SEWER ;STaD:PLAN-406.2 • PUBLIC WORKS FROM PROPERTY LINE TO 26/2020 I 12: '1� DEPARTMENT Martin PastucliW 'F-R't U" BUILDING CONNECTION .eB049 1FD98B449D... Public Work"kdmlohtntor DATE DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C 192D3B78A3 R.O.W. SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LIO), (SEE STD. PLAN 406.1 FOR INSTALLATION) L___J I EXISTING 6" SEWER STUB '.."----BEND AS (REMOVE TO R.O.W LINE) REQUIRED `EXISTING SANITARY SEWER MAIN (REMOVE) z _,-.--\ _____ ___————————————11-11————— 1111111141111111111111141111 --3 r——— 6"x6"x6" WYE 6"x 4" REDUCER/ / BEND AS REQUIRED EXISTING 4" SIDE SEWER (NOT TO EXCEED 45') 010 PROPOSED 6" SEWER STUB SEWER MAIN SIZE X 6" TEE PROPOSED SEWER MAIN • ,,t" 0,, STD.PLAN-407 • PUBLIC WORKS TYPICAL SIDE SEWER CONNECTION A '$^°dbY. DEPARTMENT FOR SEWER MAIN REPLACEMENT Martin Pastuc14626/2020 1 12:s 44' 4 i 0'' ' ..YB8081FD986449D... • Publla WorksAdminbtreor DATE DocuSign Envelope ID.345B681 D-914F-4F2D-AB59-7C192D3B78A3 g I BEND AS NEEDED. I (NOT TO EXCEED 45') ♦``t1 iiii i, j 45' BEND I SEWER MAIN DIA. x 6" TEE 6" PVC, C900 PVC 'lil'_ I // OR DI. SEWER PIPE •- ! �'6'x 6 WYE ,1i' ..1 . A %C:,:f. �+' . ,. i y . A I � g CEMENT ,. �4;�..o•.•:.::: .- CONCRETE0 <• +:^ `;•:'� CLASS 3000 3'x3' MIN. -_: b IP 13/ f'. • • :. . i Yip •; .,j :L'.,•: 3' MIN. { SECTION B—B SECTION A—A NOTES: 1. UTILIZATION OF THIS DETAIL REQUIRES WRITTEN APPROVAL OF THE WASTEWATER UTILITY. 2. CCTV INSPECTION OF THE SEWER MAIN SHALL BE PERFORMED FOLLOWING VERTICAL CONNECTION. INSPECTION SHALL SHOW NEW CONNECTION AS WELL AS THE SEWER MAIN FOR A MINIMUM DISTANCE OF 10 FEET UPSTREAM AND DOWNSTREAM OF THE CONNECTION. `i Y c� STD.PLAN-408 .+ PUBLIC WORKS SINGLE OR DUAL SIDE SEWER SERVICE Ig n e d Ely. + DEPARTMENT VERTICAL CONNECTION Martin Pastuch426/202C I 12:55 Pi 4.0 f o T O1 = m ig9 B449D... DATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 6 N. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 0 0 80 160 236 316 396 476 556 632 680 680 50 140 220 300 380 456 536 616 696 712 708 708 100 280 360 440 520 600 676 748 744 736 732 728 ± 150 424 500 580 660 740 780 772 764 756 748 744 200 564 644 720 . 800 808 796 788 780 772 764 760 a 250 704 784 856 836 820 808 800 792 784 776 772 5 300 844 880 860 844 832 820 808 800 792 788 780 350 908 884 868 . 852 840 828 820 808 804 796 788 °p 400 908 888 872 856 844 836 824 816 808 804 796 450 908 888 876 860 852 840 832 824 816 808 804 TIME (SECONDS) 6 N. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 wo 0 0 80 160 236 316 396 476 556 632 680 680 • 50 220 300 380 456 536 616 696 768 760 752 744 100 440 . 520 600 676 756 836 840 828 812 804 792 1- 150 660 740 820 896 932 908 888 868 856 840 832 • 200 880 960 1028 992 964 940 920 900 888 872 860 O▪ 250 1100 1084 1044 1012 988 964 944 928 912 900 888 • 300 1132 1092 '1056 1028 1004 984 964 948 932 920 9• 08 350 1132 1096 1068 1040 1016 996 980 964 948 936 924 0- 400 1132 1100 1076 1052 1028 1008 992 976 964 952 940 450 1132 1104 1080 1056 1036 1020 1004 988 976 964 9• 52 TIME (SECONDS) 6 IN. DIAMETER PIPE LENGTH(FT) O . 50 100 150 . 200 250 300 350 400 450 500 a_ 0 0 80 160 236 316 396 476 556 632 680 680 50 316 396 . 476 556 632 712 832 816 804 804 792 100 632 712 792 872 952 984 952 928 908 888 876_ 1- 150 952 1028 1108 1132 1088 1052 1020 992 972 952 936 • 200 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 O 250 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020- • 300 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 350 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 - 400 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 450 1360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116 TIME (SECONDS) 6 N. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 • 0 0 80 160 236 316 396 476 556 632 680 680 • 50 496 576 652 732 812 892 972 948 924 900 884 w 100 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 w 150 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 O 200 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 O 250 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 Z 300 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 350 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 - 400 1700 1652 1608 1568 1532 1496 1464 1436 1408 1384 1360 450 1700 1656 1616 1580 1548 1516 1484 1460 1432 1408 1388 TIME (SECONDS) PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE %MTH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. " 04. AIR TEST TABLE STD.PLAN-410 ,.� PUBLIC WORKS APP yid (LOW PRESSURE)DEPARTMENT Martin Pastuctf 26/2020 I 12:`_ FOR SANITARY SEWERS 41FD98B449D... Public Won.Administrator DATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 1Y"0 ALUMINUM PIPE W/6" STUB FOR SLEEVE,TYP. 1l4" SST SAFETY CHAIN,TYP. 1/4"SST SNAP HOOK i. :‘,„. . 441 ATTACHED TO RAIL,TYP. 2"0 ALUMINUM PIPE W/6" 0` 'b } STUB FOR SLEEVE,TYP. '/ ► :..,,,,,, 0. 7 SLEEVE �li � 7 -,0* 42^MIN. M , ` 1 `.i , Q 45 MAX. . ' ' o! 1'-9"MIN. 2%"0SLEEVE . u�p �apj �Q'► 1 ; -V�V 2'-0"MAX. �' o°o°o°� °_1/8"SST SLEEVE,6"LENGTH WITH ENDmi44o¢+¢��— CAP,WELDED TO HATCH STIFFENER, U 4 Q�p�p�V' 2Yz"0 TYP. 0o4a0a' SLEEVE 2"0 SLEEVE i 1 � NOTE: 1. INSTALLED SLEEVES SHALL NOT INTERFERE WITH HATCH CLOSING. LOCATE SLEEVES AS CLOSE TO THE EDGE OF THE HATCH AS POSSIBLE. 2. THE 2"AND 1-1/2"DIAMETER SLEEVES SHALL BE PLACED IN THE SAME ORIENTATION ON ALL HATCH SIDES,SO THAT ALL SLEEVES FIT THE ADJUSTABLE RAIL. 3. SAFETY CHAIN SHALL COVER 2 SIDES OF HATCH OPENINGS,LENGTH AND SAFETY LATCH SHALL BE ADJUSTABLE TO FIT ALL HATCHES REQUIRING RAILING SYSTEM. ACCESS HATCH GUARDS - RAILING AND CHAIN NOT TO SCALE 1/4"SST SAFETY CHAIN WITH 1/4"SST CLEVIS HOOK& 3/4"SST EYE BOLT FOR SAFETY LATCH EA SIDE,TYP CHAIN ATTACHMENT 3/8"SST CONCRETE ANCHORS. EMBED 6"INTO CONCRETE FACE " ' HATCH FRAME IN LOCATIONS WHERE THE ACCESS HATCH IS OVER 42" 2"ALUMINUM PIPE, ALUMINUM POST TALL,THE EYE BOLT CAN BE TYP OF 4 iii INSTALLED DIRECTLY ON THE INSIDE OF THE ACCESS 42" HATCH AND THE POST AND 2" -I_ SLEEVE CAN BE OMITTED 2. I_,i., ON THAT SIDE. „ ■■. T2" I \ r r r 2%"0,1/8"THICK SST SLEEVE, SST SLEEVE MOUNTED TO INSIDE OF 6"LENGTH WITH END CAP HATCH OPENING WITH(4)318"SST MOUNTING DETAIL ANCHOR BOLTS. NOTE: 1. ALL HARDWARE,FASTENERS,AND CHAINS SHALL BE STAINLESS STEEL,POSTS SHALL BE ALUMINUM. CONCRETE ANCHORS SHALL USE HILTI HIT-500-SD EPDXY. 2. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 3. SAFETY CHAIN SHALL COVER THE OPEN 3 SIDES OF HATCH OPENINGS FOR HATCHES TALLER THAN 42"AND ALL 4 SIDES FOR HATCHES SHORTER THAN 42". ACCESS HATCH GUARDS- POST AND CHAIN NOT TO SCALE - . 0. STD.PLAN-411 PUBLIC WORKS Re �• 'RN ' DEPARTMENT ACCESS HATCH GUARDS APMartin Pastuttid6/2020 I 12:5E 4' N,,,' \mas woe miF098E34490 Public OATS DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3 MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE 6 FEET ON CENTER. SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE, MODEL "W" BY PIPELINE SEAL & INSULATOR OR APPROVED EQUAL. ,.�i\` 111 PLACE END SPACER MAXIMUM OF ',11 12" FROM END OF CASING (TYP.) 000011111111:0101111.- 11� 4-',1 Pi& VP. ONE SPACER SHALL BE PLACED ON THE SPIGOT ' 0. -•.` END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE % IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. ______, If STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON. USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE). CARRIER PIPE CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" CASING DIAMETER (PUSH—ON JOINT CARRIER PIPE) 10" 12" 14" 16" 20" STEEL CASING THICKNESS 0.25" 0.25" 0.25" 0.25" 0.25" SPACER BAND WIDTH 8" 8" 8" 8" 8" NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE CASCADE WATERWORKS MFG. OR APPROVED EQUAL. 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 4. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER. 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 6. FOR CARRIER PIPES EXCEEDING 12" IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY AN ENGINEER. 7. FOR STEEL CASING, PROVIDE SHOP—APPLIED ANTI—CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA 210. PRODUCT SHALL BE TNEMEC HI—BUILD TNEME—TAR SERIES 46H-413 OF APPROVED EQUAL. MINIMUM COATING THICKNESS SHALL BE 16 MILS DFT. 8. STEEL CASINGS SHALL EXTEND A MINIMUM OF 5 FEET BEYOND ANY WALLS OR STRUCTURES. 9. PRIVATE LATERALS ONLY: CASING SPACERS ARE NOT REQUIRED AS LONG AS THE LATERAL CARRIER PIPE DOES NOT HAVE BELLS THAT WILL FALL WITHIN THE LENGTH OF THE CASING. END SEALS ARE REQUIRED FOR ALL LATERAL CASING PIPES. ,\T• 0, STD.PLAN-412 ID PUBLIC WORKS CASING PIPE 5Stgnedby. ' --ANDEPARTMENT FOR MAIN LINES & LATERALS Martin ti " tn Pastuch 26/2020 I 12: 9F N T Oa eJ/otiAXmin H3449D... DATE DocuSign Envelope ID:345B681D-914F-4F2D-AB59-7C192D3B78A3 WASTEWATER UTILITY STANDARD NOTES 1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS&SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988.HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY.BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE-CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS,PRIOR TO STARTING CONSTRUCTION.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19.122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION.THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES,MAXIMUM DEPTH 18-INCHES,THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL(9-03.19). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE(PVC)RUBBER-GASKETED ASTM D 3034,SDR 35, C900/C905 OR DUCTILE IRON CLASS 50,UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE(WALL,BUILDING FOUNDATION,ETC.) UNLESS APPROVED BY THE CITY.IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE(WALL, BUILDING FOUNDATION,ETC.),IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10. OPEN-CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE(WSDOT SPECIFICATION 9-03.9(3)AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS.THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,UNYIELDING BASE.PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON-SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. v o, . ST . PLAN-413 ♦ PUBLIC WORKS WASTEWATER UTILITY APPROVED: DEPARTMENT STANDARD NOTES Martin Pastuchao/26/2020 "!a m{&g31I-D988449D_. Public Works Administrator DATE