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HomeMy WebLinkAboutzS-3258Setw FIOLL'o 2 0 .0 FF,t 00'7 cm: -T .2258004 I • v h w 0 h X C X r FFOO-1 Lh,-- b 1 N J W k!*J ul 00 In 8 PORTION OF THE SE 19, 000 �� 1/4, SE 1/4 SEC. TWP. 23N, RGE. 5E, "I-, 00 V Co 0. 1 O O O Lm 0 z Q) STA 28 +52 re M m 3 CATHODIC TEST W M D m STATION TYPE FT -A V) SEE DETAIL SHEET 19 Z � i � Z LX 0 ui 7 0 LT) W LA_ STA 28 +45. Q� 6 (25 � 4 CONNECT TO EX. 8 WATER 1 -8" COUPLING PROVIDE CATHODIC SEE CONNECTION "BEFORE 0 � AND AFTER" DETAILSHEET 17 PROTECTION ON ALL SEE SHEET 13 d 0 W ,,,� ` `. W NEW WATER MAIN m CL a = W W w EXISTING 8" pip IN S. 21ST ST. m �, ~ SSMH # 1 W--- - - _______ w 3% m �o W STA 25 +77.41 (5.0'RT) W W 160 LF - 8" p m i o ip 121 LF - 8" DIP ° s o 0 F- 0 26 +00 SSMH 2 W w W 'ice W = 27 +00 STA 27 +86.23 (5.0'RT) W p p Q V t p ^J X C I SSMH 3 SS I ----- _ 28 0 SEE SHEET 13 • SS 8 PVC - 29 +00 a, 0 4 z SS SS 30 +0 = 'q o Cn Ss S. 21ST STREET ;� 4 SS SS 8" PVC - `� --- 1 CONNECT TO Ss SS ' o° m - - - .- n d �.n � EXISTING 8 CROSSING o CROSSING o O SEWER C,�•.•' '•••ice Oo BASIS OF BEARING -� "-�`� ` ----- °�-�•� •r - �:z THE CENTERLINE OF SOUTH 23RD STREET BETWEEN TWO .• "`'` y �u'r�r ; �,� od.'• 0., P E� 6 ' FOUND MONUMENTS, WITH THE BEARING OF SAID LINE BEING 6" o NORTH 89'58'01" WEST PER WSDOT CARR RD. TO GRADY W WAY RIGHT OF WAY PLANS FOR SR 515, APPROVED NOVEMBER 5, 1971. C� o 3 E-� DATUM - o .... ............................... ,. . � THE VERTICAL DATUM FOR THIS SURVEY IS NAVD 88, BASED ON • w WSDOT MONUMENT DESIGNATION NUMBER IS17170 WITH A PUBLISHED 10' UTILITY -J ~ \ RECOMMENDED FOR APPROVAL N ELEVATION OF 230.74 FEET EASEMENT v� BY- Date: 7/7 oe, BENCHMARKS: cn W #1 SET PK NAIL APPROX. 8 WEST OF THE WEST END CONCRETE Z 4+ O �� _� Date: �`.% WALK AT THE SW COR OF THE INTX OF SR 512 AND S. 21 ST ST. r' o• r O �� �I •o B �' 'y Dote: ELEV= 207.60 N= 52581.74, E= 396354.10 m .0 c 1 s I O p. 20 0 rn 6F*W 1 =20' #2 FND REBAR AND CAP AT THE SE COR OF SUBJECT PROPERTY By: _ofty Date: scale feet ELEV= 205.96 N= 52576.579 E=396110.19 ..... ............................... Lo "� 3 vN X o o �W JOINT BONDING POLYWRAP GALVANIC ANODES O >' SEE SHEET 19 FOR •DETAILS ~~ 0 220 O � 220 o m N NI � V all + to CO o 7� pn GSMH 1 SSMH 2 STA 27 +86.23 5.00 RT � STA 25 +77.41 5.00 RT RIM= 209.50 Q RIM = 208.75 EXISTING IE= 199.35 SSMH 3 ,.. �• IE= 198.20 GRADE AT IE= 199.25 CATHODIC TEST STA 29 +95.05 5.00 RT °a o ROAD ( STATION TYPE FT -A RIM= 207.55 I� w s 210 IE= 200.49 �S) N EXISTING -- - - - - -- - - - - - - - - - - - _- __--- -___ -- GRADE AT IE= 200.39 W) 210 E o o a - - -- - ROAD CE o Ewa - - - - - -_ _�_�_!_ _ __ <� ... r 60 U M w a: SEE SHEET • N • • • o` 8 DIP o ~ E W • • oc " �o� 13 i �o C C Q Ing voa1d 20 w EXISTING 8" DIP WM Lm Q ° 200 209 LF 8" PVC 209 LF 8 PVC }. S= 0.509. 200 3 m S =0.50% PROPOSED . D STORM Lm Cc ' a I O Lm L'm CD 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 L., Cc od o Zt U) (D U) (D cd S. 21ST STREET N �%�'' Q. AV 4S al 43 40 20 I 5 0 5 10 O 1 " -5' -- ve -ticui scale feet SHEET • 20 0 20 40 14 1 "= 20' horizontal scale feet of 19 asp — (7 Or won feb I4 ?Q05 of f0.•Itam by UNI N"warry r �_ .,�_. D. �2_,_.. -I.,� .,L______,.,�,.,,. ,.. _ • • .. ....•.�. ., �, .v�;a. i,� �,.,v �arcv.n�.rvrr/ �Wr -V'+ �lCI(C7LlCI(�� �u1�91.7n�rs 1!D- AUI.p� X'o/e.' l�� of FtOLL 0 20.0 F R 008 c•a : �- :� t �•Q oZ • 4 r r r. a x N C C rtr- w C POP 4 b 1 N J W N tA 00 4 CIL tv 0 U) o Y 0 3 E U JD / W a_ L) ` N w [r .5 Cn n C 1i 40 �' C a_ O r ee 0 Vf 01 Cwx R BLOC" MINE 1:1110crom rho emote"�t N catorots rea5red to M1mha »r-awle of the the Pont oc.s.sler r Mtetn n rr�.re 1 n 11'rwe fen N eenraN ehrcr• row" beer even« thr stdo e1 ttr /reh4h r . IMu« r pew0ds rr.n n ere ♦r try t ,eOsw IL �e!t»� Nap M W W •o ,Mee w Teal 2 �t LI�lY row re Is ro h«rertr or throw 2 Ht/90t of the awwetrrecb o 9t be a" h s ter ate■ 1/2 the depot fra n the Pend 00 woo bow 3 1tM1A)1 MOir tMr tip ra0e N •proorholar 4 The toetrreteekrA i. WWI 00 ee per APW wfn 74 -2 t G a + 0utltlde Olahnetr N PIp In Fen T . lt7wpt n Perndo M the rlitft (Too* 1) $ft sobs being Lead in FovMO/so rt. (tow 2) A • oepm M Trynd n rest • • Wd" f Trench n reel A Mee N twwete which rowel osw 0904041 we Sae N 111V Vollc p rn It, inft/rt t or the .t dorm n tier the CeharaM Must des to Bees "g fvfeos . root Lot Me■r -ur• l"Is N the Ih.ut deed in Feet CffMISO SJFACE n a� rinl i 2 BLOCK BASE III - 0. ry�r r ALA LtA1ln �!� 1 Arse N Concrete (A) - Thrwst n Pow"p _ - ! Sere 6wng Low to Pewnft Fi 3Bi 2 rbrn -wt Nelght of Th.w.t limb (M.t) - Ofoth N Trench n Feet h 2 (Mefh e/ Trench in feet) - 3 0090th or C4rtmrete thrum 61s00 _ Outside Otahetw of totes ,n Iset) 11-6 Area oI Concrete A ♦ tAe■r"0tnt Ungr14 of TAh,N deal (Ern) . t•e..nurh Hlaigtnl rYh x fte¢,tre4 Al.nwnt N Crtc.«e (G1► re) . (tf.ght ■ 04111th ■ Latgih) ■ 003704 (tf- ■ Lin ■ DO ■ 0 03104 E L1{AYPr1 1 Imo. C/tuwtbn of the a•elMt of cotwete rfa•,.4d to boom a 90' fiend n an 6' GI. 0a'r m4kt: the norwnef epreling Wwssure bt the pkw w �. 6S pl and MOs sett satwl e n the Yea rmowgs sons and r0rw 2. Sl tilM MorirnO. -t iwlwng pres�nrre (9ff 'o" 1) 00 psI . 0.7x n 0.t ift dim W a of 6 pipes - 9 05 In 6 06 2 Goa le Jere t 101 (Mt.0 pr4eewrf et 300 of tMa Wt the th•wet OR a 90' band Is 2'.36') ponft 09 to Two 2. Tw1e the seer bw%q teed fer Gets om 11I1��1rrt�e�o a/.. n a the as, '11- Ni faWtt wo � 9004" 110 Itepwn st trrechtl((�h�e)Jq.: 4 Aar = N trortat 3 Yet 910 the Pero seeer"D*d In IIN go tat, w reeeq to the Ono 000.$ aana Arse of Coma (A) . net1M » 712 so ft t■g LOSS - tdestnh,rn height N Thfw« hoer (Wes) . 000 of Intosh n re«Intosh n rest I • 'f h +2041 I 0401" of Concrete Ilwust Item (0c) ww" of Trat«t in rest (f4 - Rtme D-Tator or Pip (e) 2 3 - 075 tt)ft 2 Ie0lstwtrlh t."?" N Th►wo bees (Lot) Also N Catarate -- Htel�nt N %4NMNe Ate, - T6 - 3.56 ti lesa•N Amount or Concrete . ("@Of ■ Doot" it length) ■ 003704 - (Hint s Un It Dc) ■ 0 03704 • (2.0 If 3,39 ■ 1 13) If 003706 • 0 3o ou r• 7.04U t wwwn of rhthp in nerve ire• ~ pse r Test w 46' 22 -t/ !• 1/4 Osed (-do en Bend - g— brae Deno T 300 1120 3.0w 1,620 020 470 4- 700 3, 760 370 1910 1.470 750 r 3300 %500 1� 006 6.510 301 1 700 tt.360 11.seo x.660 1020 10" 275 21.20 70.x70 540 430 4,330 12• no 3f.930 Mo00 950 1]260 6.T10 "2011) 370 1r 2200 x0.:0 "2 wo 34.m 111~ t1�140 laox 1.240 10"1 200 62A40 01900 no 520 12.x601 24' 200 60.460 111//2997.960 M 300 320 1� too 70'I 200 ,41370 lN:.6.50 16KI•SO 7ft140�0 4x0.7 36' 200 loi,xeo TA6lE I am bend Leeeb to L/je. Ft- 1ho =to bwine raft elm the leear,rg tobr we hr ma hwnl• a • "r 1N d• th N core• over the p«e -caeca 2 Foes for ewrt»g Lose '� Li Ast SA EL 4u Po «e So" y e wse. 1, o0 son. rlw bar. 23.01111) saw std Draw Cr"entad 0•1• "I" 4,OOD '�+ 10000 �^ +-use w w1, of trwwe" shell w raetrena o r�.. r Its •aft 10 *sod loee ntlons err rawer- of w0r r OM M! w In( ar twrflmle t 1fy t0 1 th• I Ii REF A' IQ tt',17- (xv .>ITr itS :XAWCTFC COI JWN "tADevGS '2('v I AC PORTION OF THE SE 1/4_ SE 1/4 SEC_ 19_ TWP OAN On= A w u CAP 22 -1 /2a SI IN Mjil v/ •r 11 -1/4a ,)00 BEND FIGURE 1 NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN 40. 73. CONCRETE HLOCIIONG SINLNG PROCEDURE QR Cw)�f01 ♦ OR BEA1�1BE 1A� Uff Ole!', 12/05 DWG. NAME: BR26 SP PAGE: 8085 __w w w w . w mm � ■ g ■ v o l� � o r ('' O SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER 0 O U FIRE HYDRANT SMALL 9E COREY -TYPE EQUAL TO IOWA F -5110 PLASTER SMOOTH INSIDE AND OUTSIDE FACING / WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT HOLE COMPRESSION TYPE SUCH As aOw MEDALLION; M t H 629 W OF ADJUSTMENT RINGS WITH 1/2' THICKNESS Q O AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT INLET WITH LUGS wISS'S O IS-0 Ix r CIL tv 0 U) o Y 0 3 E U JD / W a_ L) ` N w [r .5 Cn n C 1i 40 �' C a_ O r ee 0 Vf 01 Cwx R BLOC" MINE 1:1110crom rho emote"�t N catorots rea5red to M1mha »r-awle of the the Pont oc.s.sler r Mtetn n rr�.re 1 n 11'rwe fen N eenraN ehrcr• row" beer even« thr stdo e1 ttr /reh4h r . IMu« r pew0ds rr.n n ere ♦r try t ,eOsw IL �e!t»� Nap M W W •o ,Mee w Teal 2 �t LI�lY row re Is ro h«rertr or throw 2 Ht/90t of the awwetrrecb o 9t be a" h s ter ate■ 1/2 the depot fra n the Pend 00 woo bow 3 1tM1A)1 MOir tMr tip ra0e N •proorholar 4 The toetrreteekrA i. WWI 00 ee per APW wfn 74 -2 t G a + 0utltlde Olahnetr N PIp In Fen T . lt7wpt n Perndo M the rlitft (Too* 1) $ft sobs being Lead in FovMO/so rt. (tow 2) A • oepm M Trynd n rest • • Wd" f Trench n reel A Mee N twwete which rowel osw 0904041 we Sae N 111V Vollc p rn It, inft/rt t or the .t dorm n tier the CeharaM Must des to Bees "g fvfeos . root Lot Me■r -ur• l"Is N the Ih.ut deed in Feet CffMISO SJFACE n a� rinl i 2 BLOCK BASE III - 0. ry�r r ALA LtA1ln �!� 1 Arse N Concrete (A) - Thrwst n Pow"p _ - ! Sere 6wng Low to Pewnft Fi 3Bi 2 rbrn -wt Nelght of Th.w.t limb (M.t) - Ofoth N Trench n Feet h 2 (Mefh e/ Trench in feet) - 3 0090th or C4rtmrete thrum 61s00 _ Outside Otahetw of totes ,n Iset) 11-6 Area oI Concrete A ♦ tAe■r"0tnt Ungr14 of TAh,N deal (Ern) . t•e..nurh Hlaigtnl rYh x fte¢,tre4 Al.nwnt N Crtc.«e (G1► re) . (tf.ght ■ 04111th ■ Latgih) ■ 003704 (tf- ■ Lin ■ DO ■ 0 03104 E L1{AYPr1 1 Imo. C/tuwtbn of the a•elMt of cotwete rfa•,.4d to boom a 90' fiend n an 6' GI. 0a'r m4kt: the norwnef epreling Wwssure bt the pkw w �. 6S pl and MOs sett satwl e n the Yea rmowgs sons and r0rw 2. Sl tilM MorirnO. -t iwlwng pres�nrre (9ff 'o" 1) 00 psI . 0.7x n 0.t ift dim W a of 6 pipes - 9 05 In 6 06 2 Goa le Jere t 101 (Mt.0 pr4eewrf et 300 of tMa Wt the th•wet OR a 90' band Is 2'.36') ponft 09 to Two 2. Tw1e the seer bw%q teed fer Gets om 11I1��1rrt�e�o a/.. n a the as, '11- Ni faWtt wo � 9004" 110 Itepwn st trrechtl((�h�e)Jq.: 4 Aar = N trortat 3 Yet 910 the Pero seeer"D*d In IIN go tat, w reeeq to the Ono 000.$ aana Arse of Coma (A) . net1M » 712 so ft t■g LOSS - tdestnh,rn height N Thfw« hoer (Wes) . 000 of Intosh n re«Intosh n rest I • 'f h +2041 I 0401" of Concrete Ilwust Item (0c) ww" of Trat«t in rest (f4 - Rtme D-Tator or Pip (e) 2 3 - 075 tt)ft 2 Ie0lstwtrlh t."?" N Th►wo bees (Lot) Also N Catarate -- Htel�nt N %4NMNe Ate, - T6 - 3.56 ti lesa•N Amount or Concrete . ("@Of ■ Doot" it length) ■ 003704 - (Hint s Un It Dc) ■ 0 03704 • (2.0 If 3,39 ■ 1 13) If 003706 • 0 3o ou r• 7.04U t wwwn of rhthp in nerve ire• ~ pse r Test w 46' 22 -t/ !• 1/4 Osed (-do en Bend - g— brae Deno T 300 1120 3.0w 1,620 020 470 4- 700 3, 760 370 1910 1.470 750 r 3300 %500 1� 006 6.510 301 1 700 tt.360 11.seo x.660 1020 10" 275 21.20 70.x70 540 430 4,330 12• no 3f.930 Mo00 950 1]260 6.T10 "2011) 370 1r 2200 x0.:0 "2 wo 34.m 111~ t1�140 laox 1.240 10"1 200 62A40 01900 no 520 12.x601 24' 200 60.460 111//2997.960 M 300 320 1� too 70'I 200 ,41370 lN:.6.50 16KI•SO 7ft140�0 4x0.7 36' 200 loi,xeo TA6lE I am bend Leeeb to L/je. Ft- 1ho =to bwine raft elm the leear,rg tobr we hr ma hwnl• a • "r 1N d• th N core• over the p«e -caeca 2 Foes for ewrt»g Lose '� Li Ast SA EL 4u Po «e So" y e wse. 1, o0 son. rlw bar. 23.01111) saw std Draw Cr"entad 0•1• "I" 4,OOD '�+ 10000 �^ +-use w w1, of trwwe" shell w raetrena o r�.. r Its •aft 10 *sod loee ntlons err rawer- of w0r r OM M! w In( ar twrflmle t 1fy t0 1 th• I Ii REF A' IQ tt',17- (xv .>ITr itS :XAWCTFC COI JWN "tADevGS '2('v I AC PORTION OF THE SE 1/4_ SE 1/4 SEC_ 19_ TWP OAN On= A w u CAP 22 -1 /2a SI IN Mjil v/ •r 11 -1/4a ,)00 BEND FIGURE 1 NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN 40. 73. CONCRETE HLOCIIONG SINLNG PROCEDURE QR Cw)�f01 ♦ OR BEA1�1BE 1A� Uff Ole!', 12/05 DWG. NAME: BR26 SP PAGE: 8085 __w w w w . w mm � ■ g ■ v o l� � o r ('' vv SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER /� MANH(ki RiN(A ANU I.UV0< iU dt 15" (INAffIC IYPL) CLEAN OPENING EQUAL TO INLAND FOUNDRY LIDS (IF. #714) O U FIRE HYDRANT SMALL 9E COREY -TYPE EQUAL TO IOWA F -5110 PLASTER SMOOTH INSIDE AND OUTSIDE FACING / WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT HOLE COMPRESSION TYPE SUCH As aOw MEDALLION; M t H 629 W OF ADJUSTMENT RINGS WITH 1/2' THICKNESS Q 8" FROM CENTER. COVER SHALL HAVE WORDING "WATER ". AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT INLET WITH LUGS wISS'S O IS-0 Ix r NCO CU 61� SAFETY STEP • '9 I OR PRECAST RINGS. ^r NA ONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4' SEATTLE THREAD V O AND LADDER ^ 48" x 25" OFFSET CONE SECTION 19" HIGH X 5' STORTI. ATTACHED WITH 1/S' STAINLESS STEEL CABLE. CIL tv 0 U) o Y 0 3 E U JD / W a_ L) ` N w [r .5 Cn n C 1i 40 �' C a_ O r ee 0 Vf 01 Cwx R BLOC" MINE 1:1110crom rho emote"�t N catorots rea5red to M1mha »r-awle of the the Pont oc.s.sler r Mtetn n rr�.re 1 n 11'rwe fen N eenraN ehrcr• row" beer even« thr stdo e1 ttr /reh4h r . IMu« r pew0ds rr.n n ere ♦r try t ,eOsw IL �e!t»� Nap M W W •o ,Mee w Teal 2 �t LI�lY row re Is ro h«rertr or throw 2 Ht/90t of the awwetrrecb o 9t be a" h s ter ate■ 1/2 the depot fra n the Pend 00 woo bow 3 1tM1A)1 MOir tMr tip ra0e N •proorholar 4 The toetrreteekrA i. WWI 00 ee per APW wfn 74 -2 t G a + 0utltlde Olahnetr N PIp In Fen T . lt7wpt n Perndo M the rlitft (Too* 1) $ft sobs being Lead in FovMO/so rt. (tow 2) A • oepm M Trynd n rest • • Wd" f Trench n reel A Mee N twwete which rowel osw 0904041 we Sae N 111V Vollc p rn It, inft/rt t or the .t dorm n tier the CeharaM Must des to Bees "g fvfeos . root Lot Me■r -ur• l"Is N the Ih.ut deed in Feet CffMISO SJFACE n a� rinl i 2 BLOCK BASE III - 0. ry�r r ALA LtA1ln �!� 1 Arse N Concrete (A) - Thrwst n Pow"p _ - ! Sere 6wng Low to Pewnft Fi 3Bi 2 rbrn -wt Nelght of Th.w.t limb (M.t) - Ofoth N Trench n Feet h 2 (Mefh e/ Trench in feet) - 3 0090th or C4rtmrete thrum 61s00 _ Outside Otahetw of totes ,n Iset) 11-6 Area oI Concrete A ♦ tAe■r"0tnt Ungr14 of TAh,N deal (Ern) . t•e..nurh Hlaigtnl rYh x fte¢,tre4 Al.nwnt N Crtc.«e (G1► re) . (tf.ght ■ 04111th ■ Latgih) ■ 003704 (tf- ■ Lin ■ DO ■ 0 03104 E L1{AYPr1 1 Imo. C/tuwtbn of the a•elMt of cotwete rfa•,.4d to boom a 90' fiend n an 6' GI. 0a'r m4kt: the norwnef epreling Wwssure bt the pkw w �. 6S pl and MOs sett satwl e n the Yea rmowgs sons and r0rw 2. Sl tilM MorirnO. -t iwlwng pres�nrre (9ff 'o" 1) 00 psI . 0.7x n 0.t ift dim W a of 6 pipes - 9 05 In 6 06 2 Goa le Jere t 101 (Mt.0 pr4eewrf et 300 of tMa Wt the th•wet OR a 90' band Is 2'.36') ponft 09 to Two 2. Tw1e the seer bw%q teed fer Gets om 11I1��1rrt�e�o a/.. n a the as, '11- Ni faWtt wo � 9004" 110 Itepwn st trrechtl((�h�e)Jq.: 4 Aar = N trortat 3 Yet 910 the Pero seeer"D*d In IIN go tat, w reeeq to the Ono 000.$ aana Arse of Coma (A) . net1M » 712 so ft t■g LOSS - tdestnh,rn height N Thfw« hoer (Wes) . 000 of Intosh n re«Intosh n rest I • 'f h +2041 I 0401" of Concrete Ilwust Item (0c) ww" of Trat«t in rest (f4 - Rtme D-Tator or Pip (e) 2 3 - 075 tt)ft 2 Ie0lstwtrlh t."?" N Th►wo bees (Lot) Also N Catarate -- Htel�nt N %4NMNe Ate, - T6 - 3.56 ti lesa•N Amount or Concrete . ("@Of ■ Doot" it length) ■ 003704 - (Hint s Un It Dc) ■ 0 03704 • (2.0 If 3,39 ■ 1 13) If 003706 • 0 3o ou r• 7.04U t wwwn of rhthp in nerve ire• ~ pse r Test w 46' 22 -t/ !• 1/4 Osed (-do en Bend - g— brae Deno T 300 1120 3.0w 1,620 020 470 4- 700 3, 760 370 1910 1.470 750 r 3300 %500 1� 006 6.510 301 1 700 tt.360 11.seo x.660 1020 10" 275 21.20 70.x70 540 430 4,330 12• no 3f.930 Mo00 950 1]260 6.T10 "2011) 370 1r 2200 x0.:0 "2 wo 34.m 111~ t1�140 laox 1.240 10"1 200 62A40 01900 no 520 12.x601 24' 200 60.460 111//2997.960 M 300 320 1� too 70'I 200 ,41370 lN:.6.50 16KI•SO 7ft140�0 4x0.7 36' 200 loi,xeo TA6lE I am bend Leeeb to L/je. Ft- 1ho =to bwine raft elm the leear,rg tobr we hr ma hwnl• a • "r 1N d• th N core• over the p«e -caeca 2 Foes for ewrt»g Lose '� Li Ast SA EL 4u Po «e So" y e wse. 1, o0 son. rlw bar. 23.01111) saw std Draw Cr"entad 0•1• "I" 4,OOD '�+ 10000 �^ +-use w w1, of trwwe" shell w raetrena o r�.. r Its •aft 10 *sod loee ntlons err rawer- of w0r r OM M! w In( ar twrflmle t 1fy t0 1 th• I Ii REF A' IQ tt',17- (xv .>ITr itS :XAWCTFC COI JWN "tADevGS '2('v I AC PORTION OF THE SE 1/4_ SE 1/4 SEC_ 19_ TWP OAN On= A w u CAP 22 -1 /2a SI IN Mjil v/ •r 11 -1/4a ,)00 BEND FIGURE 1 NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN 40. 73. CONCRETE HLOCIIONG SINLNG PROCEDURE QR Cw)�f01 ♦ OR BEA1�1BE 1A� Uff Ole!', 12/05 DWG. NAME: BR26 SP PAGE: 8085 CONCRETE SUPPORT PAD VAULT 'OMoAC' -CJNCA',CN GRAO, ..'sots •_�'.'. .. .-...:'. ELEVATION INSTALL EPDXY NON- SHRINK AND WATER TIGHT GROUT (TYP.) ' CONCRETE SUPPORT PAD ;H. COMVAC'ED'pUNDA "ON GRAVE: ELEVATION DRILL AND TAP 12" DUCTILE IRON PIPE AND INSTALL 1" (FORD CORP. STOP F1000 90' ELL #L44- 44(CCxIP). 1 �6 {r 3" �° 1 _ t 12" Gi?E VALVE DWALL*?ION 1 (wI?H BY PASS ASSOMY - 17 AWPM CiIr or I♦1!Q �101� 2FItY� V! MM Ivu .7196 Rt t amA t ec ,' , xV DIM. NAME: BR48 SP PAGE' 8091 A-08-9\ CON CRETE BLOCKING SIZING PROCEDURE oo, 12" GATE VALVE INSTALLATION 1z '2 (WITH BY PASS ASSEMBLY - 10) 12 "x 22" CONCRETE METER IN UNIMPROVED RIGHT OF WAY 2' -0" BOX WITH 3/16" STEEL DIAMOND PLATE INSTALL METER BOX AT COVER EQUAL TO FOG TITS METER PROPERTY LINE. Z . 3/4" SQUARES SPACED 3/4" CONCRETE SEAL CO. B -10 METER BOX. Or. . AS INDICATED - HT. 1/8' CLASS 3000 6" MIN 1 SIDEWALK FINISH GRADE 9" MAX O O 0 1/2" �. p0p00 0 13 I , 21" MIN COVER ~- WATER METER TO BE I 1 12 "0 SUPPLIED BY THE CITY 2" MIN -- 36" MIN COVER 36" MIN COVER I RAISE -1/2" FIBER JOINT TYPE "K" SOFT WIDE BORDER PACKING COPPER TUBING 10rr FORD COPPERSETTER 45' (1/8) BEND VH 72- 15W- 44 -33G FOR 5 � 8 ) " x 3 4" METER g" NEW DUCTILE IRON I LOOP DOWN TO CENTERLINE �I 72- 15W- 44 -44G FOR 1METER� WATERMAIN OF WATER MAIN TO PROVIDE 8_3 4'• PIPE MATERIAL AS SPECIFIED SLACK IN COPPER SERVICE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. BY THE ENGINEER PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE LINE TO METER. ON OUTLET. 1 -1/4" I 11200 2" � 5/8" CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. IN �_ m THREAD (CC). PACK JOINT �3/4" F1000) t 2-718.1 4" (! F1000) IF SERVICE LINE TO HOUSE IS TO BE 7„ kj` INSTALLED IN THE FUTURE INSTALL k7 r �.. FORD C14 -33 OR 44 22-1/2' FIDT x COMPRESSION COUPLING 7-314" r� 8.. 3/4" OR 1" GALVANIZED PLUG r ^' FOR SERVICE FROM EXISTING STEEL 15' M I EXISTING CAST IRON I ASBESTOS CEMENT OR PVC WATER MAINS PLUG TO BE SEALED — OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP CAST IRON RING AND COVER IN SAME MANNER AS WATERMAIN EQUAL TO MUELLER CO. MAIN SEWER JOINTS. Ti•. _ _ — 9/4 0 Ala WATER 3BRVICE IN UNIMPROVED AREAS POUR 1' -0" THICK i d INCH OR B INCH CI$AN -OUT ADOPTED 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND ADOPTED aff or �pI RING AND COVER. AIR 0/ D • • IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING WA�M �M AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. • • aN 0 IIIII PIAM >« UM 12/96 Uff DAM 12/99 anM 1wr Ji. wG IO^7� Added ^ones �y 4;. DWG. NAME: BR41 SP PAGE: 8106 DWG. NAME: BW18B SP PAGE: 8076 4_1_0e 3/4" & 1' WATER SERVICE o7e 6 INCH OR 8 INCH CLEAN - OUT CONTRACTOR TO FIELD VERIFY LOCATION OF EX. So WATER STUB AND CONNECT AND ALIGN WATER LINE ACCORDINGLY f 8 FT NEW 8" WATERLINE SEE NOTES D � v• • • VERTICAL CROSS (MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 20TAP do 2 0PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW —OFF TEMPORARY BLOCK TESTING DETAIL (BEFORE) K1 C_w 8" RLINE NOTES CONNECTION AT S. 21st STREET N.T.B. ROLL200 CONCRETE BLOCKI% 18' TO 20' 9EHINO BACK OF CURB OR 12" KHINO 9ACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOO( WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT VALUE NUT EXTENSION AS REOLARED (SEE DWC 91446 / PAGE 9090). RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY BLUE. `NCI ETE BLOCKING T-- �-- CAST IRON TEE. WITH 6' FLANGE SLOE OU TILE T e= 6' GA -E VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT t _ 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4` STEEL TIE RODS SEE STD DETAIL FOR T:E RODS. 16'x!!" ■ 4' MIN14UM CONCRETE BLOCK LEVEL ALL GROUND UNDER HYDRAN' 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8 ") MiN 3' RADIUS FIRE HYDRANT ASSEMBL LEVEL ALL GROUND 5' STORTZ L M'% 3' RADIUS ONE MAN ROCK 1 690 Qa ELL Plait HYDRANT ASS MMY DETAIL HYDRANT LOCATION IN CUT OR FILL ADOPTED al1T • 1.11 �1♦ >1➢ Add rave nut e■te ^sion. Reformat to it at? OCV O f I ice! Imn R=, Pun^ w oo•! JCV J' o►•ecte0 tax! ah eC point Coo► RrM OT OMIIC. NAME: 8824 SP PAGE :8102 FIRE HYDRANT ASSEMBLY DETAIL ALL 90' TURNS SHALL 4" CLEANOUT NrE Wt's BE ACCOMP' -;SHED BY MEANS NO T: 45' BE1N0 AND PLL G OF A NrvE AND 45' BEND. 1 Prior to Inol o-I'm of e Bonner sewer cwnacton. I _ W:` 45' BENDS SHALL NOT awe seed Oer n t rinmat N y I Rc A=PTABLE. Rentar o.,b Marts Dporb w It asw r1aw+ Mo City N > > 2 Typos of *0 and flittnee that 00 be Hood far 6ohRvtt aWows s*d n I be approved by the Oepar Ott of VIANC Mbrr O Rtumt or neoprene gookets oe opealted by the rwertubetul shall Ve used an jeinta HOUSE a I HOUSE ( HOUSE o I HOUSE ] A reAMOvIrrh 9red4�oT 2X ','14' per foot) aerat M maintobved wrth • pip ^ we enlent a 2% grade cannot 14 rnantotnae 111e ow-w -wet grant a i reloom to we Gt and • ^a^ con i"9111011 3 MIN 9' o pe at o weft of ll 4 iw hopeetlert of BIM owrw. cap 24 non •• Np A5 1�E I 4' SLr1E� •' t'L I repose toast or�eNs t. pe reedy r M inwactlon ti MORE TMANa4?E 40 . r��L) er.wos of rod t n.a. 5 de Bet Orttt 6gub 4" SURFACE w Rv NO p�ANG h 4" SEWER PIPE, SEE NOTES 2 AND 3 tlltt4/ be to6to0 per C tr spoctFrcotors 'e IR CT) OR WILL b _ EANOU' 4" TEST TEE NTH MINIMUM LINE SIZE FOR OTHER T1rAN Make the cofinectran d1 the house. Do no/ bwkflt �E� A j1�FiA � the d'tCh unto N vest b the r for EAN UT 9lvt PLUG FACE UP SINCE. rIW':v IS 6" FinN Opra w-1�D�antead 001 the "at 4 ' CLEANCILI T (TYPICAL) oapt a to" nos Caen pvnlped awl and filed snM eorld. !y PROPERTY LNNE tI71'E WITH PLU(e PROPERTY LINE 3 T` S arto6 mile dower w-t" 2' metimuen cow 19' 'p L- 6' MIN 'p ° �� o eaves s o6oweo c t the homes If put! in tlftdaw ul � 6 "x 4" REDUCER (TYPICAL) • if side asteer Bleb to Plot ovoNMa The ow ^« shill tp t„ be rg o0naao f r ib I1161abtiwt Tit. we seee• W MAIN SEWER LINE W I r mhca to o rninntwn of 9 n a" It toe -s no, �1 w w evs9tebto, the main smrw ne rnrot be topped TYPICAL_ BUILDING SEWER INSTALLATION P AN now a diet iron vy Ae der, by "" end b banded t N -0or snort be do ^e by o Iiesneed r end bwnded cerkrxtw 4 5C . :: 7. Al stork shad be ocownpfs ed m etoowftf+os F THL 9...�DNG SEWER SERVES ANY FIXTURE •nth the wean' tor+ tndratro; Sdety and bR OR EOUAERTQNG HAVING FLOOD LEVEL RIMS LOCATED BELOW THE rleoth Act. (tlt+A) ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER IN • Al franc* roatarotten for 6106 soot +s M w6 p1191rc 110 ! - SURFACE CLEANOUT OF THE PUBLIC SEWER SYSTEM. A BACKI LOW PREVENTION ngrtt- of -woy "I eenlern+ to the -Pot wrroltt It —x% 4 "x 4 "x4'• WYE DEVICE SHALL BE INSTALLED EQUAL TO 'YPER 2-54 Foatoretten reeuY9rrtents as tMtoa- y dwq r.rf 23. in 9. AN bu denp sons, and sift viewers "I hove PIPING bedding In eccordanes 01!14 drow,,q 11011111`1101C 11011111`1101C 11011111`1101C 11011111`1101C or 4 ' 0101 es 4pplka6�a 4 "s s "x 4" TEST TEE 4" CALDER EAL A. TOOLI T IQ there shat be a n ptoften 10 hat horimpta ogtwatrn I FACE UP AND PLUGGED • 4'• NIPPLE weer. send Mwt9ert saporotlo" *at*, aetween sent art y olds 6 "x 4" REDUCER 4 4"x�4'�WvE OUT nowers and as awes utetre 6" COUPLING TO FIT 4- PIPING F a.. PIPE — TYPICAL BUILDING SEWER -REMOVE 2"44 MOvE '• STUD AND CAP OR PLUG PLAN Itl LJ $ ON ENO OR EXISTING 6" SEWER PIPE. BwLOING DRAIN ° AND INSTALL BUILDING SEWER ZOUPLINGS. FOR LOW HOUSE SIDE SEER (PROPER'L'Y LIM I I o REDUCER, TEES AND BENDS AS REQUIRED. TO BIWDIIG CONNECTION PIIQPOr1'Y�l1tE . � --- SEE SIDE SEWER DETAIL DWALLA'TION PLAN PIPING TO 6,-0- ADOPTrD BEYOND PROPERTY LINE 01 IIIIIIIIIII'MIIIII 6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DOG III SEE NOTE 6 SEINER MAIN 4&4R LOCATORS 1 -800- 424 - 55355 �11111) PLAW I� o N 1W! Dlltli 12/01 BUILDING SEWER INSTALLATION 'C/17/96 � o tee test ACV 'c pW(� NAME: BR35 SP PAGI oa SIDE SEWER (PROPERTY LINE) BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK AND BLOW —OFF do CONNECT WITH SLEEVE (MJ) do D.I. SPOOLS FINAL CONNECTION BY CITY FORCES FINAL CONNECTION DETAIL (AFTER) .w TO BUILDING CONNECTION INSTALLATION PLAN 5- 325803 NOTES: CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. CITY FORCES WALL PERFORM THE FINAL CONNECTION FROM THE NEW LINE TO THE EXISTING STUB WITH X. SLEEVE AND D . +. SPOOL 009 A __w w w w . w mm � ■ g ■ v o l� � o r ('' vv SEE PLAN FOR LOCATION OF ACCESS MANHOLE COVER /� MANH(ki RiN(A ANU I.UV0< iU dt 15" (INAffIC IYPL) CLEAN OPENING EQUAL TO INLAND FOUNDRY LIDS (IF. #714) O U FIRE HYDRANT SMALL 9E COREY -TYPE EQUAL TO IOWA F -5110 PLASTER SMOOTH INSIDE AND OUTSIDE FACING / WITH SOLID LID EXCEPT FOR ONE 7/8" DIA. LIFT HOLE COMPRESSION TYPE SUCH As aOw MEDALLION; M t H 629 m OF ADJUSTMENT RINGS WITH 1/2' THICKNESS Q 8" FROM CENTER. COVER SHALL HAVE WORDING "WATER ". AND MUELLER SUPER CENTURION 200 WITH 6' MECHANICAL JOINT INLET WITH LUGS O OF GROUT. I 3 "MIN. - 12 "MAX CONCRETE LEVELING BRICK s- 4' MAIN VALVE OPENNG, TWO 2 -1/T HOSE CONNECTIONS wW 0_ SAFETY STEP • '9 I OR PRECAST RINGS. ^r NA ONAL STANDARD THREADS. 4' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORTZ ADAPTOR, 4' SEATTLE THREAD "' O AND LADDER ^ 48" x 25" OFFSET CONE SECTION 19" HIGH X 5' STORTI. ATTACHED WITH 1/S' STAINLESS STEEL CABLE. • O • Q O Z U) 1 -1/4' PENTAGON OPERATING NUT FIRE HYDRANT TO BE a o L .� T FOR VALVE CHAMBER EQUAL TO PIPE INC. ter: O PAINTEO WITH TWO COATS OF PAINT PRESERVATIVE in Z 9- CITY OF SEATTLE DESIGN. PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL MAX 4' Q G • c4•; • • ` V) PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE ` ,0DRANT • MIN 2' ` T • C4 W 48" I.D. BASE SECTION WITH CUTOUTS TO MATCH �- RISER SECTION FOR 12" WATER MAIN EQUAL TO EXTENSION TO BE USED IF REQL:IRED. ' PIPE INC. U_ CONCRETE SUPPORT PAD VAULT 'OMoAC' -CJNCA',CN GRAO, ..'sots •_�'.'. .. .-...:'. ELEVATION INSTALL EPDXY NON- SHRINK AND WATER TIGHT GROUT (TYP.) ' CONCRETE SUPPORT PAD ;H. COMVAC'ED'pUNDA "ON GRAVE: ELEVATION DRILL AND TAP 12" DUCTILE IRON PIPE AND INSTALL 1" (FORD CORP. STOP F1000 90' ELL #L44- 44(CCxIP). 1 �6 {r 3" �° 1 _ t 12" Gi?E VALVE DWALL*?ION 1 (wI?H BY PASS ASSOMY - 17 AWPM CiIr or I♦1!Q �101� 2FItY� V! MM Ivu .7196 Rt t amA t ec ,' , xV DIM. NAME: BR48 SP PAGE' 8091 A-08-9\ CON CRETE BLOCKING SIZING PROCEDURE oo, 12" GATE VALVE INSTALLATION 1z '2 (WITH BY PASS ASSEMBLY - 10) 12 "x 22" CONCRETE METER IN UNIMPROVED RIGHT OF WAY 2' -0" BOX WITH 3/16" STEEL DIAMOND PLATE INSTALL METER BOX AT COVER EQUAL TO FOG TITS METER PROPERTY LINE. Z . 3/4" SQUARES SPACED 3/4" CONCRETE SEAL CO. B -10 METER BOX. Or. . AS INDICATED - HT. 1/8' CLASS 3000 6" MIN 1 SIDEWALK FINISH GRADE 9" MAX O O 0 1/2" �. p0p00 0 13 I , 21" MIN COVER ~- WATER METER TO BE I 1 12 "0 SUPPLIED BY THE CITY 2" MIN -- 36" MIN COVER 36" MIN COVER I RAISE -1/2" FIBER JOINT TYPE "K" SOFT WIDE BORDER PACKING COPPER TUBING 10rr FORD COPPERSETTER 45' (1/8) BEND VH 72- 15W- 44 -33G FOR 5 � 8 ) " x 3 4" METER g" NEW DUCTILE IRON I LOOP DOWN TO CENTERLINE �I 72- 15W- 44 -44G FOR 1METER� WATERMAIN OF WATER MAIN TO PROVIDE 8_3 4'• PIPE MATERIAL AS SPECIFIED SLACK IN COPPER SERVICE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. BY THE ENGINEER PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE LINE TO METER. ON OUTLET. 1 -1/4" I 11200 2" � 5/8" CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. IN �_ m THREAD (CC). PACK JOINT �3/4" F1000) t 2-718.1 4" (! F1000) IF SERVICE LINE TO HOUSE IS TO BE 7„ kj` INSTALLED IN THE FUTURE INSTALL k7 r �.. FORD C14 -33 OR 44 22-1/2' FIDT x COMPRESSION COUPLING 7-314" r� 8.. 3/4" OR 1" GALVANIZED PLUG r ^' FOR SERVICE FROM EXISTING STEEL 15' M I EXISTING CAST IRON I ASBESTOS CEMENT OR PVC WATER MAINS PLUG TO BE SEALED — OR DUCTILE IRON INSTALL DOUBLE STRAP SERVICE CLAMP CAST IRON RING AND COVER IN SAME MANNER AS WATERMAIN EQUAL TO MUELLER CO. MAIN SEWER JOINTS. Ti•. _ _ — 9/4 0 Ala WATER 3BRVICE IN UNIMPROVED AREAS POUR 1' -0" THICK i d INCH OR B INCH CI$AN -OUT ADOPTED 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND ADOPTED aff or �pI RING AND COVER. AIR 0/ D • • IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING WA�M �M AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. • • aN 0 IIIII PIAM >« UM 12/96 Uff DAM 12/99 anM 1wr Ji. wG IO^7� Added ^ones �y 4;. DWG. NAME: BR41 SP PAGE: 8106 DWG. NAME: BW18B SP PAGE: 8076 4_1_0e 3/4" & 1' WATER SERVICE o7e 6 INCH OR 8 INCH CLEAN - OUT CONTRACTOR TO FIELD VERIFY LOCATION OF EX. So WATER STUB AND CONNECT AND ALIGN WATER LINE ACCORDINGLY f 8 FT NEW 8" WATERLINE SEE NOTES D � v• • • VERTICAL CROSS (MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 20TAP do 2 0PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW —OFF TEMPORARY BLOCK TESTING DETAIL (BEFORE) K1 C_w 8" RLINE NOTES CONNECTION AT S. 21st STREET N.T.B. ROLL200 CONCRETE BLOCKI% 18' TO 20' 9EHINO BACK OF CURB OR 12" KHINO 9ACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOO( WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8' TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT VALUE NUT EXTENSION AS REOLARED (SEE DWC 91446 / PAGE 9090). RAISED PAVEMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY BLUE. `NCI ETE BLOCKING T-- �-- CAST IRON TEE. WITH 6' FLANGE SLOE OU TILE T e= 6' GA -E VALVE (FL X MJ) AWWA C -509, RESILIENT SEAT t _ 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 3/4` STEEL TIE RODS SEE STD DETAIL FOR T:E RODS. 16'x!!" ■ 4' MIN14UM CONCRETE BLOCK LEVEL ALL GROUND UNDER HYDRAN' 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/8 ") MiN 3' RADIUS FIRE HYDRANT ASSEMBL LEVEL ALL GROUND 5' STORTZ L M'% 3' RADIUS ONE MAN ROCK 1 690 Qa ELL Plait HYDRANT ASS MMY DETAIL HYDRANT LOCATION IN CUT OR FILL ADOPTED al1T • 1.11 �1♦ >1➢ Add rave nut e■te ^sion. Reformat to it at? OCV O f I ice! Imn R=, Pun^ w oo•! JCV J' o►•ecte0 tax! ah eC point Coo► RrM OT OMIIC. NAME: 8824 SP PAGE :8102 FIRE HYDRANT ASSEMBLY DETAIL ALL 90' TURNS SHALL 4" CLEANOUT NrE Wt's BE ACCOMP' -;SHED BY MEANS NO T: 45' BE1N0 AND PLL G OF A NrvE AND 45' BEND. 1 Prior to Inol o-I'm of e Bonner sewer cwnacton. I _ W:` 45' BENDS SHALL NOT awe seed Oer n t rinmat N y I Rc A=PTABLE. Rentar o.,b Marts Dporb w It asw r1aw+ Mo City N > > 2 Typos of *0 and flittnee that 00 be Hood far 6ohRvtt aWows s*d n I be approved by the Oepar Ott of VIANC Mbrr O Rtumt or neoprene gookets oe opealted by the rwertubetul shall Ve used an jeinta HOUSE a I HOUSE ( HOUSE o I HOUSE ] A reAMOvIrrh 9red4�oT 2X ','14' per foot) aerat M maintobved wrth • pip ^ we enlent a 2% grade cannot 14 rnantotnae 111e ow-w -wet grant a i reloom to we Gt and • ^a^ con i"9111011 3 MIN 9' o pe at o weft of ll 4 iw hopeetlert of BIM owrw. cap 24 non •• Np A5 1�E I 4' SLr1E� •' t'L I repose toast or�eNs t. pe reedy r M inwactlon ti MORE TMANa4?E 40 . r��L) er.wos of rod t n.a. 5 de Bet Orttt 6gub 4" SURFACE w Rv NO p�ANG h 4" SEWER PIPE, SEE NOTES 2 AND 3 tlltt4/ be to6to0 per C tr spoctFrcotors 'e IR CT) OR WILL b _ EANOU' 4" TEST TEE NTH MINIMUM LINE SIZE FOR OTHER T1rAN Make the cofinectran d1 the house. Do no/ bwkflt �E� A j1�FiA � the d'tCh unto N vest b the r for EAN UT 9lvt PLUG FACE UP SINCE. rIW':v IS 6" FinN Opra w-1�D�antead 001 the "at 4 ' CLEANCILI T (TYPICAL) oapt a to" nos Caen pvnlped awl and filed snM eorld. !y PROPERTY LNNE tI71'E WITH PLU(e PROPERTY LINE 3 T` S arto6 mile dower w-t" 2' metimuen cow 19' 'p L- 6' MIN 'p ° �� o eaves s o6oweo c t the homes If put! in tlftdaw ul � 6 "x 4" REDUCER (TYPICAL) • if side asteer Bleb to Plot ovoNMa The ow ^« shill tp t„ be rg o0naao f r ib I1161abtiwt Tit. we seee• W MAIN SEWER LINE W I r mhca to o rninntwn of 9 n a" It toe -s no, �1 w w evs9tebto, the main smrw ne rnrot be topped TYPICAL_ BUILDING SEWER INSTALLATION P AN now a diet iron vy Ae der, by "" end b banded t N -0or snort be do ^e by o Iiesneed r end bwnded cerkrxtw 4 5C . :: 7. Al stork shad be ocownpfs ed m etoowftf+os F THL 9...�DNG SEWER SERVES ANY FIXTURE •nth the wean' tor+ tndratro; Sdety and bR OR EOUAERTQNG HAVING FLOOD LEVEL RIMS LOCATED BELOW THE rleoth Act. (tlt+A) ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER IN • Al franc* roatarotten for 6106 soot +s M w6 p1191rc 110 ! - SURFACE CLEANOUT OF THE PUBLIC SEWER SYSTEM. A BACKI LOW PREVENTION ngrtt- of -woy "I eenlern+ to the -Pot wrroltt It —x% 4 "x 4 "x4'• WYE DEVICE SHALL BE INSTALLED EQUAL TO 'YPER 2-54 Foatoretten reeuY9rrtents as tMtoa- y dwq r.rf 23. in 9. AN bu denp sons, and sift viewers "I hove PIPING bedding In eccordanes 01!14 drow,,q 11011111`1101C 11011111`1101C 11011111`1101C 11011111`1101C or 4 ' 0101 es 4pplka6�a 4 "s s "x 4" TEST TEE 4" CALDER EAL A. TOOLI T IQ there shat be a n ptoften 10 hat horimpta ogtwatrn I FACE UP AND PLUGGED • 4'• NIPPLE weer. send Mwt9ert saporotlo" *at*, aetween sent art y olds 6 "x 4" REDUCER 4 4"x�4'�WvE OUT nowers and as awes utetre 6" COUPLING TO FIT 4- PIPING F a.. PIPE — TYPICAL BUILDING SEWER -REMOVE 2"44 MOvE '• STUD AND CAP OR PLUG PLAN Itl LJ $ ON ENO OR EXISTING 6" SEWER PIPE. BwLOING DRAIN ° AND INSTALL BUILDING SEWER ZOUPLINGS. FOR LOW HOUSE SIDE SEER (PROPER'L'Y LIM I I o REDUCER, TEES AND BENDS AS REQUIRED. TO BIWDIIG CONNECTION PIIQPOr1'Y�l1tE . � --- SEE SIDE SEWER DETAIL DWALLA'TION PLAN PIPING TO 6,-0- ADOPTrD BEYOND PROPERTY LINE 01 IIIIIIIIIII'MIIIII 6" SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DOG III SEE NOTE 6 SEINER MAIN 4&4R LOCATORS 1 -800- 424 - 55355 �11111) PLAW I� o N 1W! Dlltli 12/01 BUILDING SEWER INSTALLATION 'C/17/96 � o tee test ACV 'c pW(� NAME: BR35 SP PAGI oa SIDE SEWER (PROPERTY LINE) BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK AND BLOW —OFF do CONNECT WITH SLEEVE (MJ) do D.I. SPOOLS FINAL CONNECTION BY CITY FORCES FINAL CONNECTION DETAIL (AFTER) .w TO BUILDING CONNECTION INSTALLATION PLAN 5- 325803 NOTES: CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. CITY FORCES WALL PERFORM THE FINAL CONNECTION FROM THE NEW LINE TO THE EXISTING STUB WITH X. SLEEVE AND D . +. 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