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HomeMy WebLinkAboutzS-2989SetHARMSEN & SECTIC r ; 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. . NOTE. VERncAL DATUM HORIZONTAL CONTROL STA770NING ASSOCIATES INC. j NAVD 1988 BASED ALONG HARRINGTON AVE NE. ENGINEERS SURVEYORS IERS BENCHMARK: CITY OF REN TON BM #612 ,3 17614 - 162ND ST. SE ' `` v IBE NDONED POST OFFICE e0x 516 SITE BENCHMARK: ON -SITE BM IS THE I 3 MONROE, WA 98272 -0516 I I I n I w 360 -794 -7811 NORTH BOLT ON THE TOP CAP OF A FIRE I 3 W W 206- 343 -5903 HYDRANT (POINT 111009) (COORDINATES; 360 - 794 -9087 (FAX) N= 183929.9519, E = 1306909.3075) U I 8TH PL NE `` ELEVATION= 306.41 ' 7 I cl-- FLq o. TO BE RELOCATED DURING CONSTRUCTION a 0- >_ 4�� of '°rij� 6' C.L. F -- I Q 00 w 4"F= 1 = 20 CALL DIAL -A -DIG 3o LF s' D! �.... _ 3� �I w o ¢ q 0 10 20 40 AT 1- 800 -424 -5555 - :2 1 MERIDIAN: NAD '83, 1991 A MINIMUM OF 48 HOURS J I rs18�' O BEFORE CONSIRUC710N BEGINS / s I I 128 LF 10' D! — — — — -- —� I SSMH RIM= 312.47' w ��% pjp `� I \so 00 I I I IE 8" PVC OUT S= 302.5' _ �__________ 18 LF 10" DI IE 8" PVC E= 302.6' o / o 's - -- --- _-- =.D - -- ----------- - -- - - - -- -- a 50 LF 10" DI �� WATER LINE NOTE =w / 7 +00 8 +00 En ° cn O1 STA 9 +60.9, 2.5' LT © STA 3 +36.8, 25' LT // 6 'FROM B.O °o 1 -12 xlO" TAPPING SLEEVE 1- 10 "x6" TEE, FL o / -------- - - - - -- '1i 5 + = 1 -10" TAPPING GV, FLxMJ 1 -10' GV, FLxMJ � / ---- - - - - -- ----------------- - - - - -- ----- - - - - -- �s° � � - - - - - - - - - -�- - - - - - - THRUST BLOCKING 1 -FLxMJ ADAPTOR / �/ ; - 8 9 LF 10 I _ ° CONTRACTOR TO VERIFY THRUST BLOCKING o' /1 0 4 s° �• — — - - - 3' LOCA77ON & ELEV PRIOR TO STA 3 +36.8, 14.7' LT // // 0X - - - - - - - - - o WATERLINE CNSTRUCRON ® / / - - 1 1- HYDRANT ASSEMBLY / \ o 6' C.L. o`i / 80 LF 10" DI I I (2 STA 9 +10.9, 2.5' LT PER SID D71 8102 // y o Q�5 25 LF �" DI I 3 HARRINGTON AVE STA a 1-10"x6" IEE, MJxFL ® FIRE SPRINKLER CONNECTION x 5 +84.45 = WATERLINE 0 1 -TEST CONNECTION v7 ESMT STA 9 +50.91 C O P THRUST DE BLOCKING NG 3 -6" GATE VALVES FLxMJ .11 oa P 7 DI as as ❑ `� sO 3 _F.D.0 j 49 DI PT'' Z s PER DETAIL 4 C5 -2 1 -6 x6 TEE FL a r� - E 3 ( ) 1 - - - - -- - - -- - 0 1- HYDRANT ASSEMBLY 2 -6" SLEEVES MJ I + __- -- -- -- - - - - - -- s 03 STA 9 +10.y 22.' RT 1 -6 "x8° INCREASER (PExMJ) I -- r ", o j ° I FIELD EARLY E'' (� a' THRUST BLOCK r I " 2 I COMPLE110N c PER STD D71 8102 ®6" SPRINKLER STUB 54 LF 6" DI I C5 -1 ® STA 8 +30.2, 0.0' LT CAP AND MARK m 1 -45 BEND, MJ VERIFY LOCA110N &' I I 15 UTILITY REPAIR SIDEWALK AS THRUST BLOCKING ELEVATION WITH EASEMENT, TYP. 55 LF 4" DI I I I CONNECTI0N �I G STA 8+11.9, 0.0' LT MECHANICAL DRAWINGS I j! I i -_ - - -- _ ° a 1 -45' BEND, MJ ® 4" WATER STUB CAP AND MARK I I I IJ THRUST BLOCKING I 128 LF 10" DI VERIFY LOCA110N & ELEVA110N I I I o z WITH MECHANICAL DRAWINGS I I o a © STA 6 +84.3, 0.0' LT PROVIDE FIT71NGS AS REQUIRED I I I 1 m I + � IC� 1- 10 °x6" TEE, FL FOR CONNECT7ON I a 1 -10" GV, FLxMJ I I I I 3 y ° 1 -FLxMJ ADAPTOR ®SAWCUT &PATCH PER I I z 774RUST BLOCKING S7D DTL H032A I I o I I I � VDED (2 STA 6 +84.3, 30.5' LT NOTE: THRUST BLOCKING I I FFE 304.0 I 3 pmmk o �0 1- HYDRANT ASSEMBLY SHALL BE PER STD DTL o BY N W€ PER STD DTL 8102 B085 ON SHEET C9 -1 �ELD EARLY I IC z u o zs I i OMPLETION ° 3 - $y �� <4 STA 6 +75.6, o.o' LT SEWER LINE_ NOTES I i I ' 8Y 1,1roy 6I�% 1 -45' BEND, MJ D1 I -- -- -- - -- - �7 SSMH #2 TYPE 11 -54" THRUST BLOCKING STA 3 +51.9, 215.7' LT I I i o Q9 STA 6 +04.7, 0.0' LT RIM= AT GRADE (302.40) 1 -45' BEND, MJ IE 8" OUT 297.70 I o 5-298pol THRUST BLOCKING IE 6" IN 297.80 o STA 4 +76.4, 0.0' LT PER STD DTL 8072 1 -45' BEND, 'MJxFL, ® 6" 'S1UB 16 s 1 -22.5' BEND, FLxMJ o" THRUST BLOCKING CAP & MARK STA 3 +65.4, 167.8' LT 0 0 0 a 11 STA 3 +85.1, 0.0' LT IE 6" 298.50 'i ��� LF 10" DI a 1 -45' BEND, MJxFL VERIFY LOCATION OF CONNECTION N¢ 1- 11.25' BEND, F_IxMJ K11H MECHANICAL PLANS Q. a ° THRUST BLOCKING ` 1 Al ,\� v W I W W. w 1 J� ��. �. \ `\ xOO PI am N � � 3 4 STING WA R R STA 7 +21.5, 26.0' LT ! 47 LF 10" DI I 1 I D I TO BE REMO D& 3 1- 8" X 6" TEE MJ x FL) 1 1 O I I1 - 8" PLUG R TURNED T 1 1 1 I ° 3 w A TER CUT CAP F s TH EXISTIN 0- TE 3 STA 7 +21.5, 26.0' LT I - - - -- 0 3 122 W TER MAIN 1- HYDRANT ASSEMBLY , ------ PER STD DTL B102 m Z3 ° -3 CUT & CAP n J 1 r I ' I 50 LF 6" PVC (PRIVATE SEWER) o D 3 c)3 W IS RNMAIN TO \ , 1 II S = 0.020 FT /FT s N I BE NDONED I, D KEY PLAN a n I I 31 12 6" 1 I 1 1 v I SCALE: 1 "= 200' W W -- - - - -�- - --- - - - - -- -- - -I- - -- MA:TCHLINE SEE 1105-1 - �-- - - - - -- ------- - - - - -- m 8TH PL NE' i 1 SEWER & WA TER PLAN 2 ADDI ION L FI E' HYDRANT PLAN SCALE: 1" 20''© SCALE: '1n = 20` wp- ij�jy�9 WTR_!7' a989 SCANNED SEP 1 2002 C �� �9s jo/ C - -- y'pvo/ s ® , HARMSEN & SECTT 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. .�N - -- -- MATCHLINE SEE 1IC5 -0 - - -- - -- - ------ ____ -- AS`SOCLOWS ITTC. ENGINEERS SURVEYORS PLANNERS I ; I 1 ' i o 0 I I 1 ti I / 1 I 17614 - 162ND Si. SE POST OFFICE BOX 516 ; FIELD EARLY I 11 + 1 t, -- -- -- `f o °o S RIM= 306.22' - 8 LF 1 L 3 6 -� O 0 MONROE, WA 98272 -0516 360- 794 -7811 206 -343 -5903 COMPLE77ON I , ` I , _ ° I I I ° +-, `; 1 I ' ' 1 ', + "� IE IE IE38'� 8" CP OUT S= 295.6' 8" E 295.7' C W- 295.7 - N 2 LF 2" (aP n Q 360- 794 -9087 (FAX) 1 N 1 I o IEI8'j CP N- L Z �, o I 1 -- Ca Q �. '��� wav& ; 3� N ao Lil w ° Q �► 1 " = 20, , ► 1 1 ; I FFE =304 0 1�E 8TH ST D t I w anus > 0 10 20 4o MERIDIAN. .NAD '83, 1991 t N I ' I ` I x I N� t 6" I PE ATE B09 VAL III F N � o �s w ::4k r � , 1 119 LF 10" DI °I ; { I W� 11/27/zam z , g cn VER77CAL DATUM s 1 ° °S °s °s I Iti ~; `-' I I 15 LF 4 DI lil NAVD 1988 I �p 251 1 F 8- PVC (PRIVATE SEWS = BENCHMARK: CITY OF RENTON BM #612 I o �\ a r s= 0.028 Fr/Fr 3 2 WATER SITE BENCHMARK: ON -SITE BM IS THE j 1 , .38 I St.) - ° I I x 1SYSTEM C5 -1 _ NORTH BOLT ON THE TOP CAP OF A FIRE I s °+ so ° I --i-i HYDRANT (POINT #1009) (COORDINATES; N= 183929.9519, E= 1306909.3075) i 1 8�"'_SD SD g N ty 1 I ', I ° 3 5---21018902 o ELEVATION= 306.41' ' 14 LF 0" DI I ; + I rn o TO BE RELOCATED DURING CONSTRUCTION t 1 1 ' I N 0 o a CALL DIAL -A- DIG WATER LINE NOTES E4 3 Z AT 1- 800 =424 -5555 MINIMUM OF 48 HOURS sO -- - 1 I 3 I Q STA 2 +19.1, 2.5' LT 1 BEND, MJ A CONSTRUCi1oN BEGINS t ► I ! -45' W a' BEFORE t I THRUST BLOCKING NOTE: a I 1 I t{ a jl t 11 , I D I 3 I z ® STA 2 +04.4, 2.5' LT 1 -45' BEND, MJ HORIZONTAL CONTROL STATIONING BASED ALONG HARRINGTON AVE NE. r LF 10" THRUST BLOCKING' LT rn I I z STA 1 +29.7, 2.5' 1 -22.5' BEND, MJ a SEWER LINE NOTES ' , ) P( _ I I THRUST BLOCKING n f� - -- os I 1 I I s a 1 CONNECT TO EXISIING SSMH IE 8" 289.83 1 [ - / t I I J STA 0 +51.4, 2.5' LT © 1- 10 "x6" TEE, F a [ THRUST BLOCKING ° ❑2 SSMH #1 -48" STA 1 +05.7, 165.1' LT RIM GRADE (301.24) [ [ ' 0" o 2 ! ° L N I I I 3 z I � STA 0 +51.4, 31.2' RT ,T ASSEMBLY 1- HYDRAI� � .,��EMQLY -AT [ I I _ [ 1 sr� I PER STD DTL 8102 IE 8" IN 290.57 78 LF 10" Dl 1 ^ 1 sD s° sc sD SD N W p IE 8" OUT 290.47 j I d' I I ° I °+ I STA n z PER STD DTL 8071 ! I [ 12 10° TAPPING SLEEVE CONTRACTOR TO VERIFY / 1 1 1 27 LF 8 PVC (PRIVATE SEWER) I 1 -10 TAPPING GV, FLxMJ ^ LOCATION & ELEV PRIOR TO _ / 1 1 [ FT/FT I I THRUST BLOCKING CONNECTION SD N 7 I [ \/ j` ______ _______ ____ __ ___ I I 3 EXISTING SDMH CONTRACTOR TO 'VERIFY LOCATION & ELEV PRIOR TO CONSTRUCTION ___ ____ ___ ___ _ - - B' DI I �� / 23 LF 10" DI I 1 12"1E N= 295.44 ®STA 5 +402, 39.5' LT \ y I L -- f 18" IE S=294.94 '- o -o" T „r , v u TAPPING I E WIVIH VALVE _-- - -- - -- 12" IE E= 299.07 ". 1 -8" FLxMJ ADAP��TL�OR DA � � .T EXISTING y : O ' I 1 - - - -- I 1 -8 x4" TEE FLxIDf4) 4 "G![t�vAWG(FtxM3) � o ITCH BASIN o ` w \� w 18 LF 10 DI, ` 3 _ -- - - - - -- I U7ILITY CONNEC77ONS AND STREET IMPROVEMENTS I - CB RIM= 302.10' 1 -8 °x6" REDUCER, FL 1 -6" GATE VALVE (FLxMJ)' a� a N O 0000 AT ` [ EARLY COMPLETION ° ! 3 IE 6° CP S= 300.6' THRUST BLOCKING N N 0�� ROP LINE j Sp �O � O � � � / I ® 6" DDCV ASSEMBLY PER .SID DWG 8099 SD s° SD s _ - sR - -� °- °" �/ SD W _w w fop w o LID ELEV = 3 6" FLOWLINE ELE LEV =303.25 N m mss, _SD__�sD , ° �� ��_� N w ® FIRE DEPARTMENT CONNECTION mss SD s �s - _ AVNT CEN w w W - -''- - - - - - - SD s 5 22 +poERLINE -w- SDMH RIM= 301.49' PER DWG 8099 SET FACING BLDG SSMH RIM= 296.03' �s �s EXISTING 112" WATERLINE f sD -� 23 +00 NCI I IE 15" CP OUT W= 293.0' STA 5 +32.6, b0.4' LT (CENTER OF VAULT) IE 15" CP E= 295.2' G IE 12" PVC E= 287.6' $DMH RIM= 297.55' �s �s 1� --' so SD SD IE 8" CP N= 298.0' 3" COMPOUND WATER METER SERVICE W IE 12" PVC OUT N- 287.5 IE 8" CP S= 287.8 IE 15" CP OUT W= 290.9' ��� so- SD PER STD DWG BTOZ2 LID ELEV = 307.51 W _ IE 15" CON E= 291.1' IE 12" ADS S= 291.3' MAP -� - A 302.66' 2" LANDSCAPE METER PER STD DWG IBR42 CB RIM= 297.17' - - -�r -°' - - � W�4RY�i T SW= 293.1' & 2" DCVA CONNECTION PER L -2.0 4 3 W Q ° 7 t. IE 12" ADS N= 291.4' IE 12" ADS S= 291.3' SSMH RIM= 297.76' SSMH RIM= 301.67' IE 12" PVC E= 289.6' SSA �'I �/9�= 293.2' POINT OF CONNECTION TO IRRIGATION SYSTEM a `+ HARRINGTON AVE STA 21 +46.68 = WATERLINE IE 12" OUT W= 289.5' IE 12" PVC OUT W= 290.3' IE 8" CP N= 290.5' ®INSTALL STORZ FITTING ON EXISTING a ° s a s ESMT STA 0 +00.00 iF i o" pvr, niF- )on,' pI1IIvIENDEL? HYDRANT PER STD DTL 8102 a w� PORAPPROV STA 0 +28.5, 2.5' LT s s 1 SEWER & ' WA TER PLAN BY 6 -[t3 oZ 1 -TEST CONNECTION PER E KEY PLAN CS -1 SCALE: 1" = 20' BY'6�19�02 DETAIL 4/C5 -2 SCALE: 1" = 200' BY�:N� ✓ 6 191 v2 � � o wwP- =7 -amp _ n a Z li - 2i - SfjB SCANNED SEP 3 2002 : 2�b j'oz "v 2lgrop2 can (3 v11 SCw pp , r I O� � N N � Cjl v N HARMSEN & N xM ORM:':;: m 1 O : :. . ^ 7 40 ASSOCIATES INC. _ 0 10 20 MERIDIAN: NAD '83, 1991 ENGINEERS SURVEYORS PLANNERSI I,= 10' Cn 17614 - 162ND ST. SE J POST OFFICE BOX 516 - 0 5 10 20 Q M NROE WA 9 72 -0516 J 0 62 O W 360 - 794 -7811 O z � 206 °343 -5903 360- 794 -9087 (FAX) 290 U -_j a�3 V) Of LLJ r Q W StiQ VERTICAL DATUM �q NAVD 1988 F¢ 00 O -P _ BENCHMARK: CITY OF RENTON BM 280 z O J Q #612 w 1 SITE BENCHMARK: ON -SITE BM IS t j� Iol+et` 'E NORTH BOLT ON THE TOP CAP z �g OF A FIRE HYDRANT (POINT #1009) 270 (COORDINATES, N= 183929.9519, Z w Cn E= 1306909.3075) ELEVATION= 306.41' = w TO BE RELOCATED DURING CD cn CONSTRUCTION 2 Li Of CALL DIAL -A -DIG NOTE: AT 1 -800- 424 -5555 A MINIMUM OF 48 HOURS HORIZONTAL CONTROL STA710NlNG BEFORE CONSTRUCTION BEGNS BASED ALONG HARRINGTON AVE NE. SECT.-9N 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. ORM:':;: : :. . .... . ......: SECT.-9N 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. RPP• OXIMA;TE ; ; OPOSED; ::::: :.: :EX1;5TIfVG GRUtJD . :11 ; G AQE" .:. ' . 15 • •Si RM`j .. 6. WATER. 1. 1111.. 1 . ......... ......... 1111 1111 ........ ......... ......... 1111. 1111... ... 1111.. ::la" 1uar�::. :.:: :::: I ::::::::::: ..:::: ::::::::: :: :::::: :1111... .............:.::: _:_:: ::::_ 1111. - -- -�• -• ....... ::::.. "J :1111.. - :1:111 . - ....... ....... -. -. -.. :.._ . : o ... ......... ..::::::: ..o... :. :p�rC,: :::::::. 1111... . -.. :..:5fJ..L .. .. .. ......: ......: ......: ... .. :.::::: :::::. WE .:' RI.V TE.S ..... ......... ...... 1111.. 1111 P .. . :... ::.. .. 1111.. .. ... ... 1111..: 1111. 1111.. .. 1111. ... ... .. .. . 1111 1111 ......... ......... ......... ......... 111---1.. 1111.. 1111 ........ ::::::::I I:::::::: �:::::: o ::..�.... ........_ ......... ......... ......... ......... ......... :: .RI. TE:SEWE ):: B. 077';FT/ : ::::::::: ::::::: ::::0 020 FT/F F. ::::::::: ::::1111. ......... . ... ......... ....::::2 1:LF: 9 .. Ve...�.. ......... ....1111. ......... ......... ......... ......... 1111...:: .. . ..1111 ... ......... ......... ......... ......... ......... ......... ....... .... 6 ". STU :0! 5: . ....... .1111 ::::::::� .::::::.. ......... ;;[PRFV T>=; S�l>l�• .. 1111. ......... ......... ......... ......... ......... ......... ..::::::' '::::::: ::::::' :::' ... .:::.:': ...... ......... ......... ......... ... : : : : :: ......... ......... ......... .. ., SS 1 -48. :1111... ::. , 1111 :CAP :& & J.... RK :...: : . . ......... ......... ......... ......... 1111..... ......... 1111 :. , ... ......... ......... ......... ......... ......... 1111. ::.. • 12 •PV $TA ;3f51;9; ; i5:7, :L:7: :5rr4;3F :4,::1'8: ::::::::: :........ ::::::::: ::::::... ......... ::: :'::: ::::: STA a ti05:7:: 65;f':LT : ARR7NG7 N)::::::: ......... ::::::::: ::::::::: ........ ......... ...... HA RIN.GTON.) : 1 1 1 1 :::: : (H/4RRFN TON) ::.......... ......... ......... .. .. .....•RIM X01 =.08 .. .. 1111.. 1111... ......... ......... ......... ......... ......... 1111. ......... EXISTING; SMH ::::: ::::::::: ......... ......... ......... .....1E :. " OUT. :47:::::: ......... ::: :::::: .... ......... .. 1111... 1111. . 1E: `.iN. 290' 7:::::::: 1111 ..... ......... ......... ;: , . 1111 RIM: 297: 6 ........ :: ::::::::: :::IE : ITV 29 : CONNRliANI OIV TION : ........ P.Et� STD.D7L r071' ..... ......... PF ern T w�1a� ... . 1111. ....... ...1111.. ......... 1111..... ..111... ......... ......... ......... ......... ........ .. .. ... 4,T.1? r4Trf• CAL. t'g 8:3 :::::: ::::::::: ......... ......... :::........ ........ ......... : : : : : : : :. :::::: :::::.. ....:.. ..... : ::::::: :: ::::::::: ::::::::: ::::::::: :: PLAN 0 +00 0+20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1+60 1 +80 2 +00 2 +20 2 +40 2 +60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00 4 +20 0 AFTER 'POLIPIGGING, PRESSURE & �T. Z Y PURITY, TEST, REMOVE TEMP p C) o BLOWOFF ASSEMBLIES, PLUGS, & E, TEMP THRUST BLOCKING. 'CONNECT WITH 10" SOLID SLEEVE (MJ) TO NEW TO CONNECTION WITH WATERLINE LOOP EXISTING WATERLINE AROUND SCHOOL IN STREET m 0 c \/ a �I 'c a 10" PLUG W1 2" TAP AND 2" BLOWOFF ASSEMBLY [PROVIDE, TEMPORARY THRUST BLOCKING AT PLUG 0 1 -10" VERTICAL CROSS (MJ) 8" BLIND FLANGE TO BE INSTALLED AT BOTTOM OF CROSS 8" BLIND FLANGE WITH 2" TAP AND 2" PLUG a TO BE INSTALLED AT TOP OF CROSS 8" PLUG (MJ) WITH 2" TAP & 2" TEMP. BLOW OFF ASSEMBLY TO BE `INSTALLED AT CROSS BRANCH FACING WATERLINE IN CITY STREET 4 TEST CONNECTION DETAIL SCALE: NONE w 3 _ W � z W 0 , � 6 o 1 SEWER PROFILE C$- SCALE H.- 1' = 20' W i' = 10' "$TA 0 f t 0:3,::.x': L . ::: ::: :::: ::: : : : : :: : : : : : :: :: : : : : : : : :: : : : :: : ::: ::::::::: ::::::::: : ' STA 2-1 04.4: 2:5' L F :::: :::::::: ::::::: ::::: ' : ::::::: :.: ' :: ::::::: ::. ' ::: ::.. . 1111. � .. 1111. 1_ A .1 .X10.p.T .. PI N G: : : : : ..... ....A..71 1.O 1. . 111 1..; :1TiiR4k518 ' E:BN4DPOkMIN: . ......... . . ...:.:.:.:: : ....:..:....: : . .... .:.:: : .. ....,.:. .: . :1::1: ....... :. : :1 -1 ": TAPPING: GV,: FLx J: .::::: .. a :. ............ ' YihCA BENA,:M ... . ....... : :..:.:..:..: .. `M 320 :THR T:BLO ING :::::: ... ..... ...... . : . STA: �ia9 2L. . : : : .. . ` . ::::::::: :::::::: . . . . :::::: : 7::::: 5 :1196 , ;2.5.': LT.: ....... 1; -45'; ....... :::; ;& E •II -PPIOR '.TO: CONS, UG110N• 1 1 1 1 .... . ......... ......... .. _ ..... ' . THRUISi;B OGKING; . . . .... _ �...... 1111.., :. ......... ..1.45.. L: Np,. :::::: ::: . ... ::. .. zMJ.'...: ... ....... . 1 R 1 .:. .... ....1111. . 1 f0" GW SFA E 99'S' ::5 RF :: ::::::.:. .: i : :. :: 1H171yST DCFCING : :::: ... .. . ,,. ". AI�P OX►MATE ......:.. _1 1 11 ........ ....! : ::1 FL",xMJ: A P• T0R :: . .. .. M 1111.: ...... . .. :. 1 -2 x6a'TEE;' M,bcFL ::' : ::: :.:.. ........ 1:111: ::: ::. 11 1 1 :.: 1.. 4 . VFRTIGA .BEND;: 1 1 11 . , : : :: FIN) H: GRADE ::::::: RUS,T: BL CKING ".:: :::: : :::. ....':::a 310. 310 ......... 1 1 1 1 :... .... ..... EXIS NG GRO D ...... . :. .. ...... ... ..... .... .....: ..:. .. ... :. .......... ... ....1 `.:: : : : :: , ::5'TA: +29:7• : L:T.I::.. ....... ::::::: :::: :: + ,: .T . ::. :� ::....... ....: STA 8: +:99:5:: i!z : LT::: :1111.. :. ..:. _ .. : .. :' 3+3 14 MBL . ....,.... 1111 MIN . S., BENA. 4 .... ....... . ....... .... .. 1. 45: MERT1 AL. BEND; M.J . TYP' 1-''H RA. NT A'. MBLY.: :::: :: :: ' ' . .. ....... 1111... , . :. 1111 S I • STb D ; �1oT2 1111 1111 1111... R T..BtOCICI G :1111.. 1111... 11_11:. _ _ .. THRUST BLO KING 1111 .. PER S:7D ©TL :, r02 111 - - -- 300 :::1111: :: .... - - ....... .. ... - .... .. - - - - ,300 1111 1111 _ ..... 1111. ... 1111...• .,o .. 1111 1111... .. .. .... ......... ...:..... ......... ......... ... .. .. .. .. .. .......,. ......... 1111 1111 ......... . . 1111 .. 1111...... 1111 1111 ... .... ... ......... ....... ......... ..11..11. ... .... .... ... 1111 ... ... .... ..... .. ......... 1111 ... ... ., : 1111.. ... 1111. ......... .. ....... 1111 .. .. ....... ........ ....... 1111 ........ .2 ".:ST :::: 1':11:1': .. 1111. 1111.. ......... ......... ... ... :1111 ... ......... ......... 1111 ... ......... .. .. 1111. 1111... 1111... ......... . :::::::: ' s °:: oRi� " :::::::::... :::::: :::.::: :::::...: 81A 5:1 :d :o': .. T.. 290 290 ......... ..... 0::::: .... S :STOR ...... ......... ......... ......... 1111..... ........ ..... ......... 1 : : : : : : :- 1111. ..... ::...:: " ::::: :.::::: :::::.. :: ::::::: . ..... ,15 ..A9' ' QONEQ:: ' :::: S1A : ti28:5 : 2 ': LT :.: - - : - D CF':WA -m :�?mF_ -M ........ .......8° STORM.' :: :::::.:.: : 1 1 : 1 1 .. ' : 1 1 1 1 ...: : 1 1 1 1 ...: :::: ' : ' :: ' ::::::: 1 '. } 1 25 END, FL• x J ....... .... . :STD :LINE:': :::: _... . T .r JI ........ ....1111. 1,,111., .. .:::::::: :::::::: :::'::::: ::::::::: :::111:1. :. THOO T•BLO•KI G ....... ........ N... 7 N' PROVIDE; e:0NIM . ......... ... 1111. ......... ......... ......... 11:11... C ....... ::::::::: ::::::::: ::::::: :: ::::::: ::: :::::: ::::CAA ANC ::: .. :::::.. ........ ....... ..::::: ::':: ::111:1 :...:: ....... ......... ....... ..1111... 1111..... .. .. .. 280 ......... ......... .:....... ......... ......... ......... ......... ......... ......... ......... ...:..... ......... ......... ......... ......... ......... 1111:...: :: .. 1111 .. .. 1111 1111 .. .. 1111.. .. 280 0 +00 0 +20 0 +40 0+60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2 +60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00 2 WATERLINE PROFILE SCALE: H. 1' = 20' V. 1 ° = 10' Of 000 df RWOMMEND r FM APPROV BY -oL BY Afwv�6llq /�L BYfi? diffAm1w6lL ......... ......... 1111:.... ......... ......... ......... ..1111... .....:... ......... ......... .....:... ...:..... ......... .. ... :1111 .. ......... ..:...... :1111:... .r....... ......... ....,....., ......... ......... ......,. :::::: ::: .. ...... ... ... .. .. 1111 ... .. .. . . ......... . :.. 111...',1 .. ......... ::1111... ......... ......... ......... ......... 1::111:.. .....,... . .. 1111 .. ... .. 1111. :.. 1111. :: ''': :.: ... ... ..... �1 z6t0TEE MJxFL::, .. .....1111 ......... ......... ......... ......... ......... ......... ......... ...... ......... .. .. STA B +i1.9, 0 L1 ....... s j .......: " " "F ` -STR ',7 +31.7; :2 S..LT.:: ' !: : ::1111.. 1111. ........ ...1111 _ _ ::::: :: 5T BLOCKING ::: :: N::::::. ::::::: ......... .:::::::: ......... : : : : : : : :: :1111..:. 1111. 1. 3 VERTI �1L.BEND, MJ .. .. : ,: 1 -4 ,BEND• J• .. ,...... . ... ..... ::: nia � ....... ......::: ':::::.:: ......... ......... ......... ......... ......... ......... ......... ... 1 5r; G[ NA{ Cti N;p .,..:::;: :., .. TfiR ST: BLOCK N . • THR ST BLOC NG :::: • • . • • ; ... : ...1111 :. ......... ......... ......... .....::.. :.: THR SF;BLO 320 C ING :1111 320 ,1111 ......... , ........ ......... .......:. ......... ... ..: ,.. _ STA..7 T 21 9 .2:5. L : :...: ::':::: ::1111... ::::::: S A 4+ 76. a 0 LT ::::::::: ......... ......... ......... ......... ... .. :.. .. .. :::::: ::::::::: ::::: :, 1 1 1 1 ... :::: :1:-*45 VEKTIC" .BEND : M T '457: VERTI AL' :BEND, MJ; ' ...: ::.. ...: StA +10:9' 2. , f7t •' . . .. ' .....:: z a . BBNI7 A40,v �....... ............................... , 1111... ............................... , ...... sTA e X0:2. ; .a L•r• :. :.:::1111 .. . ....... ..... : : :: : : : : : :. : ' : : :::: `.::: :::: " ::. : : : : :: ..JI Riz •BL• 6& RUST :BLO KING... : ; :.. .:.: ..... 1 -H DRANT bA SEM Y: :: � ....... ......... 1111... t 22.5..BE R...FLxMJ. ......... 1111.. .. ......... ......... 1111.. 1 D, .. 1�..,.... 1111..... 1111... ,r. � ..... ......... ......... ... ,.. ::: .... ......... :.... Q2.. 310 0 ....... ...... 1111... RL.Si.BL CKING.... ......... FINISH G ,qDt..... ......... ..:...... ......... ......... ........$ A 6+�1i1~i ,O:O {t. :1111. ..APPRO MA•TE.... :.... ... '..::' TI FR 51'BL•OE NG 310 .... ......... ......... ......... ......... ........: ..STA•'•6+ 4..�.GO. Lr....... 111:1. 1 45'BEND, #Id:..... EXISTIN GROUND 1111. ... .... .. .. .. Q ::::::: ......... .......,. ......... ......... ........ .. ... 1111... ......... ......... 1111. ... 1111. •'. ::.�45':. ND;:M�: ::::::`.:: ::::::: RUST.... fE1NG:`_:: :. �. .. W ....... ......... 1111... ......... ......... ......... .......3. MIN...... ......... . ..... 0 ...... ..... :' : TKR:: ::::: Rt1ST BL4GKWO :1111... . :. ::::. ::CO 2 STORM :.. .:.: .. ....... . .. ......... 1111 _. :8." SEWER:. .. . ::_Y ": 30 -� -.�. ......... 1:111. :...:: ::1111.. .. .. 1111.. 1111... ... ... 1111 .. :. 1111 ........ •��•� 300 - - =- ..... ... ....... ..- 1111.. ........ ....... .................:.:: ::':::1 1.1 1 P::'.: ::1111 .. : ...................... ...... .. ......... ......... ......... ......... TA ':L' ....... ........ :::::.: p .SM: T ::: :: 111,1 .... 1111.. 1111... 1111 .. � . ;PACT ROADWAY PRISM: 1-1 2 x 0 • • TAPP1 G •SLEEVE : EF.L' C.T• :WA :DINE,: NO ::1111..: , .. _ .. ..... ... p , ' . 1111 ... ......... ... ........ 1111... r..1o'x ...TEE,. : :1111 .. ........: :.. ::N►SN GaADE: B F ©RXC 1ATi�N? 1111 1111 ......... 1111. . " N .:::::::: ::::::::: ::::::::: ::::::::: :11:11 " :: PROVID :.18 ": MINI MM:... :1: -10: TAPPING: .V,: FLXM,1 8' :STORJd :. :::: ' :::. ::::. :: .....:... P . R. �... ......... .:....... ......... ......... ... i-1tl • Gv.. ::.:::: :: : ' ' :: FOR VY T1 =RUNE J StALL 4t1 N :::... : ;THRUST. BLOCKING .::::.: : �........ 1111... .. . 290 .. ...... ......... ......... .....1111 ......... ......... ......... ......... ......... ......... ......... 1111... . ... ... :: " : : ' Cl EAR' CE; : TYP .:. ::: 290 ......... ......... .... ........ .. :. ;:•;• THRUS BL•OFKfN : 1 1 1 1 .: .. ,,... :... :: : LOCA:770 I: &: ELEV P. RiOR:_:TO ' ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... 1111... .:12.. .. 1111... 1111... ... .. .. ... ST RM .. FLECT WATER LINE, NOT :.:.: : 111 1 ... .::::::: ::: ::: :::::: ::11:1 1 ::WA7E LINE :CON TRUCAOI4 - A•6h8 •30.5. L. ......... ......... ..1111... 1111... ......... .... ......... . .. .. 1::: :. ....... EXCEED :5° PER• IN 1111.. :........ :1111...: :111:,,1: :.:::::: :.:.::: :: ::::::: .1 .. RA T ASSE•MBL . ......... ......... 1111... ......... .... ... ... .. ... ......... ..111,1 .. ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... .... .. .. .... 280 ......... ......... ......... ......... ......... ......... ...I..... 1.111.... ......... ......... ......... . PER•5• tl1L €310 1111...:: :1111...: :1111...: :1111...: :1111...: :. :: :: 1111.: :1111..:: :1111 ..: :... 1111 :: :' 2Rn 4 +40 4 +60 4 +80 5 +00 5 +20 5 +40 5 +60 5 +80 6 +00 6 +20 6 +40 6 +60 6 +80 7 +00 7 +20 7 +40 7 +60 7 +80 8 +00 8 +20 8 +40 8 +60 8 +80 9 +00 9 +20 9 +40 9 +60 . wrie - 87 - SPO ORM:':;: : :. . .... . ......: 0 AFTER 'POLIPIGGING, PRESSURE & �T. Z Y PURITY, TEST, REMOVE TEMP p C) o BLOWOFF ASSEMBLIES, PLUGS, & E, TEMP THRUST BLOCKING. 'CONNECT WITH 10" SOLID SLEEVE (MJ) TO NEW TO CONNECTION WITH WATERLINE LOOP EXISTING WATERLINE AROUND SCHOOL IN STREET m 0 c \/ a �I 'c a 10" PLUG W1 2" TAP AND 2" BLOWOFF ASSEMBLY [PROVIDE, TEMPORARY THRUST BLOCKING AT PLUG 0 1 -10" VERTICAL CROSS (MJ) 8" BLIND FLANGE TO BE INSTALLED AT BOTTOM OF CROSS 8" BLIND FLANGE WITH 2" TAP AND 2" PLUG a TO BE INSTALLED AT TOP OF CROSS 8" PLUG (MJ) WITH 2" TAP & 2" TEMP. BLOW OFF ASSEMBLY TO BE `INSTALLED AT CROSS BRANCH FACING WATERLINE IN CITY STREET 4 TEST CONNECTION DETAIL SCALE: NONE w 3 _ W � z W 0 , � 6 o 1 SEWER PROFILE C$- SCALE H.- 1' = 20' W i' = 10' "$TA 0 f t 0:3,::.x': L . ::: ::: :::: ::: : : : : :: : : : : : :: :: : : : : : : : :: : : : :: : ::: ::::::::: ::::::::: : ' STA 2-1 04.4: 2:5' L F :::: :::::::: ::::::: ::::: ' : ::::::: :.: ' :: ::::::: ::. ' ::: ::.. . 1111. � .. 1111. 1_ A .1 .X10.p.T .. PI N G: : : : : ..... ....A..71 1.O 1. . 111 1..; :1TiiR4k518 ' E:BN4DPOkMIN: . ......... . . ...:.:.:.:: : ....:..:....: : . .... .:.:: : .. ....,.:. .: . :1::1: ....... :. : :1 -1 ": TAPPING: GV,: FLx J: .::::: .. a :. ............ ' YihCA BENA,:M ... . ....... : :..:.:..:..: .. `M 320 :THR T:BLO ING :::::: ... ..... ...... . : . STA: �ia9 2L. . : : : .. . ` . ::::::::: :::::::: . . . . :::::: : 7::::: 5 :1196 , ;2.5.': LT.: ....... 1; -45'; ....... :::; ;& E •II -PPIOR '.TO: CONS, UG110N• 1 1 1 1 .... . ......... ......... .. _ ..... ' . THRUISi;B OGKING; . . . .... _ �...... 1111.., :. ......... ..1.45.. L: Np,. :::::: ::: . ... ::. .. zMJ.'...: ... ....... . 1 R 1 .:. .... ....1111. . 1 f0" GW SFA E 99'S' ::5 RF :: ::::::.:. .: i : :. :: 1H171yST DCFCING : :::: ... .. . ,,. ". AI�P OX►MATE ......:.. _1 1 11 ........ ....! : ::1 FL",xMJ: A P• T0R :: . .. .. M 1111.: ...... . .. :. 1 -2 x6a'TEE;' M,bcFL ::' : ::: :.:.. ........ 1:111: ::: ::. 11 1 1 :.: 1.. 4 . VFRTIGA .BEND;: 1 1 11 . , : : :: FIN) H: GRADE ::::::: RUS,T: BL CKING ".:: :::: : :::. ....':::a 310. 310 ......... 1 1 1 1 :... .... ..... EXIS NG GRO D ...... . :. .. ...... ... ..... .... .....: ..:. .. ... :. .......... ... ....1 `.:: : : : :: , ::5'TA: +29:7• : L:T.I::.. ....... ::::::: :::: :: + ,: .T . ::. :� ::....... ....: STA 8: +:99:5:: i!z : LT::: :1111.. :. ..:. _ .. : .. :' 3+3 14 MBL . ....,.... 1111 MIN . S., BENA. 4 .... ....... . ....... .... .. 1. 45: MERT1 AL. BEND; M.J . TYP' 1-''H RA. NT A'. MBLY.: :::: :: :: ' ' . .. ....... 1111... , . :. 1111 S I • STb D ; �1oT2 1111 1111 1111... R T..BtOCICI G :1111.. 1111... 11_11:. _ _ .. THRUST BLO KING 1111 .. PER S:7D ©TL :, r02 111 - - -- 300 :::1111: :: .... - - ....... .. ... - .... .. - - - - ,300 1111 1111 _ ..... 1111. ... 1111...• .,o .. 1111 1111... .. .. .... ......... ...:..... ......... ......... ... .. .. .. .. .. .......,. ......... 1111 1111 ......... . . 1111 .. 1111...... 1111 1111 ... .... ... ......... ....... ......... ..11..11. ... .... .... ... 1111 ... ... .... ..... .. ......... 1111 ... ... ., : 1111.. ... 1111. ......... .. ....... 1111 .. .. ....... ........ ....... 1111 ........ .2 ".:ST :::: 1':11:1': .. 1111. 1111.. ......... ......... ... ... :1111 ... ......... ......... 1111 ... ......... .. .. 1111. 1111... 1111... ......... . :::::::: ' s °:: oRi� " :::::::::... :::::: :::.::: :::::...: 81A 5:1 :d :o': .. T.. 290 290 ......... ..... 0::::: .... S :STOR ...... ......... ......... ......... 1111..... ........ ..... ......... 1 : : : : : : :- 1111. ..... ::...:: " ::::: :.::::: :::::.. :: ::::::: . ..... ,15 ..A9' ' QONEQ:: ' :::: S1A : ti28:5 : 2 ': LT :.: - - : - D CF':WA -m :�?mF_ -M ........ .......8° STORM.' :: :::::.:.: : 1 1 : 1 1 .. ' : 1 1 1 1 ...: : 1 1 1 1 ...: :::: ' : ' :: ' ::::::: 1 '. } 1 25 END, FL• x J ....... .... . :STD :LINE:': :::: _... . T .r JI ........ ....1111. 1,,111., .. .:::::::: :::::::: :::'::::: ::::::::: :::111:1. :. THOO T•BLO•KI G ....... ........ N... 7 N' PROVIDE; e:0NIM . ......... ... 1111. ......... ......... ......... 11:11... C ....... ::::::::: ::::::::: ::::::: :: ::::::: ::: :::::: ::::CAA ANC ::: .. :::::.. ........ ....... ..::::: ::':: ::111:1 :...:: ....... ......... ....... ..1111... 1111..... .. .. .. 280 ......... ......... .:....... ......... ......... ......... ......... ......... ......... ......... ...:..... ......... ......... ......... ......... ......... 1111:...: :: .. 1111 .. .. 1111 1111 .. .. 1111.. .. 280 0 +00 0 +20 0 +40 0+60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2 +60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00 2 WATERLINE PROFILE SCALE: H. 1' = 20' V. 1 ° = 10' Of 000 df RWOMMEND r FM APPROV BY -oL BY Afwv�6llq /�L BYfi? diffAm1w6lL ......... ......... 1111:.... ......... ......... ......... ..1111... .....:... ......... ......... .....:... ...:..... ......... .. ... :1111 .. ......... ..:...... :1111:... .r....... ......... ....,....., ......... ......... ......,. :::::: ::: .. ...... ... ... .. .. 1111 ... .. .. . . ......... . :.. 111...',1 .. ......... ::1111... ......... ......... ......... ......... 1::111:.. .....,... . .. 1111 .. ... .. 1111. :.. 1111. :: ''': :.: ... ... ..... �1 z6t0TEE MJxFL::, .. .....1111 ......... ......... ......... ......... ......... ......... ......... ...... ......... .. .. STA B +i1.9, 0 L1 ....... s j .......: " " "F ` -STR ',7 +31.7; :2 S..LT.:: ' !: : ::1111.. 1111. ........ ...1111 _ _ ::::: :: 5T BLOCKING ::: :: N::::::. ::::::: ......... .:::::::: ......... : : : : : : : :: :1111..:. 1111. 1. 3 VERTI �1L.BEND, MJ .. .. : ,: 1 -4 ,BEND• J• .. ,...... . ... ..... ::: nia � ....... ......::: ':::::.:: ......... ......... ......... ......... ......... ......... ......... ... 1 5r; G[ NA{ Cti N;p .,..:::;: :., .. TfiR ST: BLOCK N . • THR ST BLOC NG :::: • • . • • ; ... : ...1111 :. ......... ......... ......... .....::.. :.: THR SF;BLO 320 C ING :1111 320 ,1111 ......... , ........ ......... .......:. ......... ... ..: ,.. _ STA..7 T 21 9 .2:5. L : :...: ::':::: ::1111... ::::::: S A 4+ 76. a 0 LT ::::::::: ......... ......... ......... ......... ... .. :.. .. .. :::::: ::::::::: ::::: :, 1 1 1 1 ... :::: :1:-*45 VEKTIC" .BEND : M T '457: VERTI AL' :BEND, MJ; ' ...: ::.. ...: StA +10:9' 2. , f7t •' . . .. ' .....:: z a . BBNI7 A40,v �....... ............................... , 1111... ............................... , ...... sTA e X0:2. ; .a L•r• :. :.:::1111 .. . ....... ..... : : :: : : : : : :. : ' : : :::: `.::: :::: " ::. : : : : :: ..JI Riz •BL• 6& RUST :BLO KING... : ; :.. .:.: ..... 1 -H DRANT bA SEM Y: :: � ....... ......... 1111... t 22.5..BE R...FLxMJ. ......... 1111.. .. ......... ......... 1111.. 1 D, .. 1�..,.... 1111..... 1111... ,r. � ..... ......... ......... ... ,.. ::: .... ......... :.... Q2.. 310 0 ....... ...... 1111... RL.Si.BL CKING.... ......... FINISH G ,qDt..... ......... ..:...... ......... ......... ........$ A 6+�1i1~i ,O:O {t. :1111. ..APPRO MA•TE.... :.... ... '..::' TI FR 51'BL•OE NG 310 .... ......... ......... ......... ......... ........: ..STA•'•6+ 4..�.GO. Lr....... 111:1. 1 45'BEND, #Id:..... EXISTIN GROUND 1111. ... .... .. .. .. Q ::::::: ......... .......,. ......... ......... ........ .. ... 1111... ......... ......... 1111. ... 1111. •'. ::.�45':. ND;:M�: ::::::`.:: ::::::: RUST.... fE1NG:`_:: :. �. .. W ....... ......... 1111... ......... ......... ......... .......3. MIN...... ......... . ..... 0 ...... ..... :' : TKR:: ::::: Rt1ST BL4GKWO :1111... . :. ::::. ::CO 2 STORM :.. .:.: .. ....... . .. ......... 1111 _. :8." SEWER:. .. . ::_Y ": 30 -� -.�. ......... 1:111. :...:: ::1111.. .. .. 1111.. 1111... ... ... 1111 .. :. 1111 ........ •��•� 300 - - =- ..... ... ....... ..- 1111.. ........ ....... .................:.:: ::':::1 1.1 1 P::'.: ::1111 .. : ...................... ...... .. ......... ......... ......... ......... TA ':L' ....... ........ :::::.: p .SM: T ::: :: 111,1 .... 1111.. 1111... 1111 .. � . ;PACT ROADWAY PRISM: 1-1 2 x 0 • • TAPP1 G •SLEEVE : EF.L' C.T• :WA :DINE,: NO ::1111..: , .. _ .. ..... ... p , ' . 1111 ... ......... ... ........ 1111... r..1o'x ...TEE,. : :1111 .. ........: :.. ::N►SN GaADE: B F ©RXC 1ATi�N? 1111 1111 ......... 1111. . " N .:::::::: ::::::::: ::::::::: ::::::::: :11:11 " :: PROVID :.18 ": MINI MM:... :1: -10: TAPPING: .V,: FLXM,1 8' :STORJd :. :::: ' :::. ::::. :: .....:... P . R. �... ......... .:....... ......... ......... ... i-1tl • Gv.. ::.:::: :: : ' ' :: FOR VY T1 =RUNE J StALL 4t1 N :::... : ;THRUST. BLOCKING .::::.: : �........ 1111... .. . 290 .. ...... ......... ......... .....1111 ......... ......... ......... ......... ......... ......... ......... 1111... . ... ... :: " : : ' Cl EAR' CE; : TYP .:. ::: 290 ......... ......... .... ........ .. :. ;:•;• THRUS BL•OFKfN : 1 1 1 1 .: .. ,,... :... :: : LOCA:770 I: &: ELEV P. RiOR:_:TO ' ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... 1111... .:12.. .. 1111... 1111... ... .. .. ... ST RM .. FLECT WATER LINE, NOT :.:.: : 111 1 ... .::::::: ::: ::: :::::: ::11:1 1 ::WA7E LINE :CON TRUCAOI4 - A•6h8 •30.5. L. ......... ......... ..1111... 1111... ......... .... ......... . .. .. 1::: :. ....... EXCEED :5° PER• IN 1111.. :........ :1111...: :111:,,1: :.:::::: :.:.::: :: ::::::: .1 .. RA T ASSE•MBL . ......... ......... 1111... ......... .... ... ... .. ... ......... ..111,1 .. ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... .... .. .. .... 280 ......... ......... ......... ......... ......... ......... ...I..... 1.111.... ......... ......... ......... . PER•5• tl1L €310 1111...:: :1111...: :1111...: :1111...: :1111...: :. :: :: 1111.: :1111..:: :1111 ..: :... 1111 :: :' 2Rn 4 +40 4 +60 4 +80 5 +00 5 +20 5 +40 5 +60 5 +80 6 +00 6 +20 6 +40 6 +60 6 +80 7 +00 7 +20 7 +40 7 +60 7 +80 8 +00 8 +20 8 +40 8 +60 8 +80 9 +00 9 +20 9 +40 9 +60 . wrie - 87 - SPO w 3 _ W � z W 0 , � 6 o 1 SEWER PROFILE C$- SCALE H.- 1' = 20' W i' = 10' "$TA 0 f t 0:3,::.x': L . ::: ::: :::: ::: : : : : :: : : : : : :: :: : : : : : : : :: : : : :: : ::: ::::::::: ::::::::: : ' STA 2-1 04.4: 2:5' L F :::: :::::::: ::::::: ::::: ' : ::::::: :.: ' :: ::::::: ::. ' ::: ::.. . 1111. � .. 1111. 1_ A .1 .X10.p.T .. PI N G: : : : : ..... ....A..71 1.O 1. . 111 1..; :1TiiR4k518 ' E:BN4DPOkMIN: . ......... . . ...:.:.:.:: : ....:..:....: : . .... .:.:: : .. ....,.:. .: . :1::1: ....... :. : :1 -1 ": TAPPING: GV,: FLx J: .::::: .. a :. ............ ' YihCA BENA,:M ... . ....... : :..:.:..:..: .. `M 320 :THR T:BLO ING :::::: ... ..... ...... . : . STA: �ia9 2L. . : : : .. . ` . ::::::::: :::::::: . . . . :::::: : 7::::: 5 :1196 , ;2.5.': LT.: ....... 1; -45'; ....... :::; ;& E •II -PPIOR '.TO: CONS, UG110N• 1 1 1 1 .... . ......... ......... .. _ ..... ' . THRUISi;B OGKING; . . . .... _ �...... 1111.., :. ......... ..1.45.. L: Np,. :::::: ::: . ... ::. .. zMJ.'...: ... ....... . 1 R 1 .:. .... ....1111. . 1 f0" GW SFA E 99'S' ::5 RF :: ::::::.:. .: i : :. :: 1H171yST DCFCING : :::: ... .. . ,,. ". AI�P OX►MATE ......:.. _1 1 11 ........ ....! : ::1 FL",xMJ: A P• T0R :: . .. .. M 1111.: ...... . .. :. 1 -2 x6a'TEE;' M,bcFL ::' : ::: :.:.. ........ 1:111: ::: ::. 11 1 1 :.: 1.. 4 . VFRTIGA .BEND;: 1 1 11 . , : : :: FIN) H: GRADE ::::::: RUS,T: BL CKING ".:: :::: : :::. ....':::a 310. 310 ......... 1 1 1 1 :... .... ..... EXIS NG GRO D ...... . :. .. ...... ... ..... .... .....: ..:. .. ... :. .......... ... ....1 `.:: : : : :: , ::5'TA: +29:7• : L:T.I::.. ....... ::::::: :::: :: + ,: .T . ::. :� ::....... ....: STA 8: +:99:5:: i!z : LT::: :1111.. :. ..:. _ .. : .. :' 3+3 14 MBL . ....,.... 1111 MIN . S., BENA. 4 .... ....... . ....... .... .. 1. 45: MERT1 AL. BEND; M.J . TYP' 1-''H RA. NT A'. MBLY.: :::: :: :: ' ' . .. ....... 1111... , . :. 1111 S I • STb D ; �1oT2 1111 1111 1111... R T..BtOCICI G :1111.. 1111... 11_11:. _ _ .. THRUST BLO KING 1111 .. PER S:7D ©TL :, r02 111 - - -- 300 :::1111: :: .... - - ....... .. ... - .... .. - - - - ,300 1111 1111 _ ..... 1111. ... 1111...• .,o .. 1111 1111... .. .. .... ......... ...:..... ......... ......... ... .. .. .. .. .. .......,. ......... 1111 1111 ......... . . 1111 .. 1111...... 1111 1111 ... .... ... ......... ....... ......... ..11..11. ... .... .... ... 1111 ... ... .... ..... .. ......... 1111 ... ... ., : 1111.. ... 1111. ......... .. ....... 1111 .. .. ....... ........ ....... 1111 ........ .2 ".:ST :::: 1':11:1': .. 1111. 1111.. ......... ......... ... ... :1111 ... ......... ......... 1111 ... ......... .. .. 1111. 1111... 1111... ......... . :::::::: ' s °:: oRi� " :::::::::... :::::: :::.::: :::::...: 81A 5:1 :d :o': .. T.. 290 290 ......... ..... 0::::: .... S :STOR ...... ......... ......... ......... 1111..... ........ ..... ......... 1 : : : : : : :- 1111. ..... ::...:: " ::::: :.::::: :::::.. :: ::::::: . ..... ,15 ..A9' ' QONEQ:: ' :::: S1A : ti28:5 : 2 ': LT :.: - - : - D CF':WA -m :�?mF_ -M ........ .......8° STORM.' :: :::::.:.: : 1 1 : 1 1 .. ' : 1 1 1 1 ...: : 1 1 1 1 ...: :::: ' : ' :: ' ::::::: 1 '. } 1 25 END, FL• x J ....... .... . :STD :LINE:': :::: _... . T .r JI ........ ....1111. 1,,111., .. .:::::::: :::::::: :::'::::: ::::::::: :::111:1. :. THOO T•BLO•KI G ....... ........ N... 7 N' PROVIDE; e:0NIM . ......... ... 1111. ......... ......... ......... 11:11... C ....... ::::::::: ::::::::: ::::::: :: ::::::: ::: :::::: ::::CAA ANC ::: .. :::::.. ........ ....... ..::::: ::':: ::111:1 :...:: ....... ......... ....... ..1111... 1111..... .. .. .. 280 ......... ......... .:....... ......... ......... ......... ......... ......... ......... ......... ...:..... ......... ......... ......... ......... ......... 1111:...: :: .. 1111 .. .. 1111 1111 .. .. 1111.. .. 280 0 +00 0 +20 0 +40 0+60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20 2 +40 2 +60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00 2 WATERLINE PROFILE SCALE: H. 1' = 20' V. 1 ° = 10' Of 000 df RWOMMEND r FM APPROV BY -oL BY Afwv�6llq /�L BYfi? diffAm1w6lL ......... ......... 1111:.... ......... ......... ......... ..1111... .....:... ......... ......... .....:... ...:..... ......... .. ... :1111 .. ......... ..:...... :1111:... .r....... ......... ....,....., ......... ......... ......,. :::::: ::: .. ...... ... ... .. .. 1111 ... .. .. . . ......... . :.. 111...',1 .. ......... ::1111... ......... ......... ......... ......... 1::111:.. .....,... . .. 1111 .. ... .. 1111. :.. 1111. :: ''': :.: ... ... ..... �1 z6t0TEE MJxFL::, .. .....1111 ......... ......... ......... ......... ......... ......... ......... ...... ......... .. .. STA B +i1.9, 0 L1 ....... s j .......: " " "F ` -STR ',7 +31.7; :2 S..LT.:: ' !: : ::1111.. 1111. ........ ...1111 _ _ ::::: :: 5T BLOCKING ::: :: N::::::. ::::::: ......... .:::::::: ......... : : : : : : : :: :1111..:. 1111. 1. 3 VERTI �1L.BEND, MJ .. .. : ,: 1 -4 ,BEND• J• .. ,...... . ... ..... ::: nia � ....... ......::: ':::::.:: ......... ......... ......... ......... ......... ......... ......... ... 1 5r; G[ NA{ Cti N;p .,..:::;: :., .. TfiR ST: BLOCK N . • THR ST BLOC NG :::: • • . • • ; ... : ...1111 :. ......... ......... ......... .....::.. :.: THR SF;BLO 320 C ING :1111 320 ,1111 ......... , ........ ......... .......:. ......... ... ..: ,.. _ STA..7 T 21 9 .2:5. L : :...: ::':::: ::1111... ::::::: S A 4+ 76. a 0 LT ::::::::: ......... ......... ......... ......... ... .. :.. .. .. :::::: ::::::::: ::::: :, 1 1 1 1 ... :::: :1:-*45 VEKTIC" .BEND : M T '457: VERTI AL' :BEND, MJ; ' ...: ::.. ...: StA +10:9' 2. , f7t •' . . .. ' .....:: z a . BBNI7 A40,v �....... ............................... , 1111... ............................... , ...... sTA e X0:2. ; .a L•r• :. :.:::1111 .. . ....... ..... : : :: : : : : : :. : ' : : :::: `.::: :::: " ::. : : : : :: ..JI Riz •BL• 6& RUST :BLO KING... : ; :.. .:.: ..... 1 -H DRANT bA SEM Y: :: � ....... ......... 1111... t 22.5..BE R...FLxMJ. ......... 1111.. .. ......... ......... 1111.. 1 D, .. 1�..,.... 1111..... 1111... ,r. � ..... ......... ......... ... ,.. ::: .... ......... :.... Q2.. 310 0 ....... ...... 1111... RL.Si.BL CKING.... ......... FINISH G ,qDt..... ......... ..:...... ......... ......... ........$ A 6+�1i1~i ,O:O {t. :1111. ..APPRO MA•TE.... :.... ... '..::' TI FR 51'BL•OE NG 310 .... ......... ......... ......... ......... ........: ..STA•'•6+ 4..�.GO. Lr....... 111:1. 1 45'BEND, #Id:..... EXISTIN GROUND 1111. ... .... .. .. .. Q ::::::: ......... .......,. ......... ......... ........ .. ... 1111... ......... ......... 1111. ... 1111. •'. ::.�45':. ND;:M�: ::::::`.:: ::::::: RUST.... fE1NG:`_:: :. �. .. W ....... ......... 1111... ......... ......... ......... .......3. MIN...... ......... . ..... 0 ...... ..... :' : TKR:: ::::: Rt1ST BL4GKWO :1111... . :. ::::. ::CO 2 STORM :.. .:.: .. ....... . .. ......... 1111 _. :8." SEWER:. .. . ::_Y ": 30 -� -.�. ......... 1:111. :...:: ::1111.. .. .. 1111.. 1111... ... ... 1111 .. :. 1111 ........ •��•� 300 - - =- ..... ... ....... ..- 1111.. ........ ....... .................:.:: ::':::1 1.1 1 P::'.: ::1111 .. : ...................... ...... .. ......... ......... ......... ......... TA ':L' ....... ........ :::::.: p .SM: T ::: :: 111,1 .... 1111.. 1111... 1111 .. � . ;PACT ROADWAY PRISM: 1-1 2 x 0 • • TAPP1 G •SLEEVE : EF.L' C.T• :WA :DINE,: NO ::1111..: , .. _ .. ..... ... p , ' . 1111 ... ......... ... ........ 1111... r..1o'x ...TEE,. : :1111 .. ........: :.. ::N►SN GaADE: B F ©RXC 1ATi�N? 1111 1111 ......... 1111. . " N .:::::::: ::::::::: ::::::::: ::::::::: :11:11 " :: PROVID :.18 ": MINI MM:... :1: -10: TAPPING: .V,: FLXM,1 8' :STORJd :. :::: ' :::. ::::. :: .....:... P . R. �... ......... .:....... ......... ......... ... i-1tl • Gv.. ::.:::: :: : ' ' :: FOR VY T1 =RUNE J StALL 4t1 N :::... : ;THRUST. BLOCKING .::::.: : �........ 1111... .. . 290 .. ...... ......... ......... .....1111 ......... ......... ......... ......... ......... ......... ......... 1111... . ... ... :: " : : ' Cl EAR' CE; : TYP .:. ::: 290 ......... ......... .... ........ .. :. ;:•;• THRUS BL•OFKfN : 1 1 1 1 .: .. ,,... :... :: : LOCA:770 I: &: ELEV P. RiOR:_:TO ' ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... 1111... .:12.. .. 1111... 1111... ... .. .. ... ST RM .. FLECT WATER LINE, NOT :.:.: : 111 1 ... .::::::: ::: ::: :::::: ::11:1 1 ::WA7E LINE :CON TRUCAOI4 - A•6h8 •30.5. L. ......... ......... ..1111... 1111... ......... .... ......... . .. .. 1::: :. ....... EXCEED :5° PER• IN 1111.. :........ :1111...: :111:,,1: :.:::::: :.:.::: :: ::::::: .1 .. RA T ASSE•MBL . ......... ......... 1111... ......... .... ... ... .. ... ......... ..111,1 .. ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... .... .. .. .... 280 ......... ......... ......... ......... ......... ......... ...I..... 1.111.... ......... ......... ......... . PER•5• tl1L €310 1111...:: :1111...: :1111...: :1111...: :1111...: :. :: :: 1111.: :1111..:: :1111 ..: :... 1111 :: :' 2Rn 4 +40 4 +60 4 +80 5 +00 5 +20 5 +40 5 +60 5 +80 6 +00 6 +20 6 +40 6 +60 6 +80 7 +00 7 +20 7 +40 7 +60 7 +80 8 +00 8 +20 8 +40 8 +60 8 +80 9 +00 9 +20 9 +40 9 +60 . wrie - 87 - SPO 2 WATERLINE PROFILE SCALE: H. 1' = 20' V. 1 ° = 10' Of 000 df RWOMMEND r FM APPROV BY -oL BY Afwv�6llq /�L BYfi? diffAm1w6lL ......... ......... 1111:.... ......... ......... ......... ..1111... .....:... ......... ......... .....:... ...:..... ......... .. ... :1111 .. ......... ..:...... :1111:... .r....... ......... ....,....., ......... ......... ......,. :::::: ::: .. ...... ... ... .. .. 1111 ... .. .. . . ......... . :.. 111...',1 .. ......... ::1111... ......... ......... ......... ......... 1::111:.. .....,... . .. 1111 .. ... .. 1111. :.. 1111. :: ''': :.: ... ... ..... �1 z6t0TEE MJxFL::, .. .....1111 ......... ......... ......... ......... ......... ......... ......... ...... ......... .. .. STA B +i1.9, 0 L1 ....... s j .......: " " "F ` -STR ',7 +31.7; :2 S..LT.:: ' !: : ::1111.. 1111. ........ ...1111 _ _ ::::: :: 5T BLOCKING ::: :: N::::::. ::::::: ......... .:::::::: ......... : : : : : : : :: :1111..:. 1111. 1. 3 VERTI �1L.BEND, MJ .. .. : ,: 1 -4 ,BEND• J• .. ,...... . ... ..... ::: nia � ....... ......::: ':::::.:: ......... ......... ......... ......... ......... ......... ......... ... 1 5r; G[ NA{ Cti N;p .,..:::;: :., .. TfiR ST: BLOCK N . • THR ST BLOC NG :::: • • . • • ; ... : ...1111 :. ......... ......... ......... .....::.. :.: THR SF;BLO 320 C ING :1111 320 ,1111 ......... , ........ ......... .......:. ......... ... ..: ,.. _ STA..7 T 21 9 .2:5. L : :...: ::':::: ::1111... ::::::: S A 4+ 76. a 0 LT ::::::::: ......... ......... ......... ......... ... .. :.. .. .. :::::: ::::::::: ::::: :, 1 1 1 1 ... :::: :1:-*45 VEKTIC" .BEND : M T '457: VERTI AL' :BEND, MJ; ' ...: ::.. ...: StA +10:9' 2. , f7t •' . . .. ' .....:: z a . BBNI7 A40,v �....... ............................... , 1111... ............................... , ...... sTA e X0:2. ; .a L•r• :. :.:::1111 .. . ....... ..... : : :: : : : : : :. : ' : : :::: `.::: :::: " ::. : : : : :: ..JI Riz •BL• 6& RUST :BLO KING... : ; :.. .:.: ..... 1 -H DRANT bA SEM Y: :: � ....... ......... 1111... t 22.5..BE R...FLxMJ. ......... 1111.. .. ......... ......... 1111.. 1 D, .. 1�..,.... 1111..... 1111... ,r. � ..... ......... ......... ... ,.. ::: .... ......... :.... Q2.. 310 0 ....... ...... 1111... RL.Si.BL CKING.... ......... FINISH G ,qDt..... ......... ..:...... ......... ......... ........$ A 6+�1i1~i ,O:O {t. :1111. ..APPRO MA•TE.... :.... ... '..::' TI FR 51'BL•OE NG 310 .... ......... ......... ......... ......... ........: ..STA•'•6+ 4..�.GO. Lr....... 111:1. 1 45'BEND, #Id:..... EXISTIN GROUND 1111. ... .... .. .. .. Q ::::::: ......... .......,. ......... ......... ........ .. ... 1111... ......... ......... 1111. ... 1111. •'. ::.�45':. ND;:M�: ::::::`.:: ::::::: RUST.... fE1NG:`_:: :. �. .. W ....... ......... 1111... ......... ......... ......... .......3. MIN...... ......... . ..... 0 ...... ..... :' : TKR:: ::::: Rt1ST BL4GKWO :1111... . :. ::::. ::CO 2 STORM :.. .:.: .. ....... . .. ......... 1111 _. :8." SEWER:. .. . ::_Y ": 30 -� -.�. ......... 1:111. :...:: ::1111.. .. .. 1111.. 1111... ... ... 1111 .. :. 1111 ........ •��•� 300 - - =- ..... ... ....... ..- 1111.. ........ ....... .................:.:: ::':::1 1.1 1 P::'.: ::1111 .. : ...................... ...... .. ......... ......... ......... ......... TA ':L' ....... ........ :::::.: p .SM: T ::: :: 111,1 .... 1111.. 1111... 1111 .. � . ;PACT ROADWAY PRISM: 1-1 2 x 0 • • TAPP1 G •SLEEVE : EF.L' C.T• :WA :DINE,: NO ::1111..: , .. _ .. ..... ... p , ' . 1111 ... ......... ... ........ 1111... r..1o'x ...TEE,. : :1111 .. ........: :.. ::N►SN GaADE: B F ©RXC 1ATi�N? 1111 1111 ......... 1111. . " N .:::::::: ::::::::: ::::::::: ::::::::: :11:11 " :: PROVID :.18 ": MINI MM:... :1: -10: TAPPING: .V,: FLXM,1 8' :STORJd :. :::: ' :::. ::::. :: .....:... P . R. �... ......... .:....... ......... ......... ... i-1tl • Gv.. ::.:::: :: : ' ' :: FOR VY T1 =RUNE J StALL 4t1 N :::... : ;THRUST. BLOCKING .::::.: : �........ 1111... .. . 290 .. ...... ......... ......... .....1111 ......... ......... ......... ......... ......... ......... ......... 1111... . ... ... :: " : : ' Cl EAR' CE; : TYP .:. ::: 290 ......... ......... .... ........ .. :. ;:•;• THRUS BL•OFKfN : 1 1 1 1 .: .. ,,... :... :: : LOCA:770 I: &: ELEV P. RiOR:_:TO ' ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......... ......... ......... 1111... .:12.. .. 1111... 1111... ... .. .. ... ST RM .. FLECT WATER LINE, NOT :.:.: : 111 1 ... .::::::: ::: ::: :::::: ::11:1 1 ::WA7E LINE :CON TRUCAOI4 - A•6h8 •30.5. L. ......... ......... ..1111... 1111... ......... .... ......... . .. .. 1::: :. ....... EXCEED :5° PER• IN 1111.. :........ :1111...: :111:,,1: :.:::::: :.:.::: :: ::::::: .1 .. RA T ASSE•MBL . ......... ......... 1111... ......... .... ... ... .. ... ......... ..111,1 .. ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... .... .. .. .... 280 ......... ......... ......... ......... ......... ......... ...I..... 1.111.... ......... ......... ......... . PER•5• tl1L €310 1111...:: :1111...: :1111...: :1111...: :1111...: :. :: :: 1111.: :1111..:: :1111 ..: :... 1111 :: :' 2Rn 4 +40 4 +60 4 +80 5 +00 5 +20 5 +40 5 +60 5 +80 6 +00 6 +20 6 +40 6 +60 6 +80 7 +00 7 +20 7 +40 7 +60 7 +80 8 +00 8 +20 8 +40 8 +60 8 +80 9 +00 9 +20 9 +40 9 +60 . wrie - 87 - SPO wrie - 87 - SPO 4 1 t o� eq L)c � w7. z7. z A� W -o l r � < 0 z Eli O °z p r N I M MSEN & SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ao $� NOTE: 0 VERACAt DA 7UM HORIZONTAL CONTROL STATIONING ASSOCIATES INC. NAVD 1988 BASED ALONG HARRINGTON AVE NE. 110WEERS SURWYORS PLANN S BENCHMARK: CITY OF RENTON BM 11612 17614 - 162ND ST. SE '- POST OFFICE 272 516 SITE BENCHMARK: ON -SITE BM IS THE MONROE, WA 98272 -0516 JO 360- 794 -7811 NORTH BOLT ON THE TOP CAP OF A FIRE h 206- 343 -5903 HYDRANT (POINT 111009) (COORDINATES; 360 - 794 -9087 (FAX) z N= 183929.9519, E=1306909-3075) U) ELEVA710N= 306.41' -5'h ' >_ ,tiv tea. TO BE RELOCATED DURING CONSTRUCTION r T 7 zw °�q F's '� - 2° CALL DIAL —A —DIG 30 LF 6' D►_ w o Q 0 10 20 40 AT 1 -800- 424 -5555 gh W OI A33745 MERIDIAN: NA.D 183, 1991 A MMAMUM OF 48 HOURS CO _ - e - - _. iVS7iiUCTiQM BEG (Trn) 128 LF 10' DI 7.5' I sO U) Of r= - ° n� WA TER LINE NOTES y _ _ -_ -I__" -- - - - -- 18 LF 10' DI ° / 7 +00 127.58' 8+1x bai \ 15' O g cwn G1 STA 9 +60.9, 25' LT © STA 3+36.8, 25' LT /// 2 o�j /� 6 '191 �s CD 1 -12 x10' TAPPING SLEEVE 1- 10'x6' TEF- FL - -- – _- - - - - -- / - - - - - -- = 1 -10' TAPPING GV, FLxMJ 1 -10' GV, FLAVJ �f / ` --- - ----- -------------------- - --- -- ------ -------- -- -- Sb�'- THRUST BLOCKING 1 –FLxMJ ADAPTOR = i 9 LF 10 I CONTRACTOR TO VERIFY THRUST BLOCKING ;" o/ - ° 4SO S885s3oE LOCA77ON & ELEV PRIOR 70 N ax 50 LF 10" WATERLINE CONSTRUCTION ktg STA 3 +36.8, 14.7 LT -- 1– HYDRANT ASSEMBLY f� -- - - - - -- i 80 LF 10" 1 STA 9 +10.9, 2.5' LT PER STD D7L B102 2 LF 16' 1-107W TEE. MJxFL So STA 5 +40.Z 15.0' RT 0 �'' Z s ELK N � PETEST CONNEC 5-2 PER DETAIL 4/C5-2 FIRE SPRINKLER CONNEC71ON V °y 1 71 L i DI �" o \ y O o TO BE REMC THRUST BLOCKING i -6'x6' TEE (FL) I oo /; P ' na ��s °S as'- -- - - -- as [–+ 3 Z " 3Q STA 9 +10.9, 22 3' RT 3 -6' GATE VALVES (FLxMJ) 2 -6' SLEEVES MJ () + 1 I i � I I �4 CL 1– HYDRANT ASSEMBLY PER STD D7L B102 1 -6'x8' INCREASER (PExMJ) I I i I % o e R Z I a 4 STA 8 +30.2, 0.0' LT Q THRUST BLOCK _ 1U6 ®CAP i f I _ -_ _ - C5– I --- 54 LF 6' DI ° I ' 1 -45' BEND, MJ AND MARK 1 i 15 UTILITY ---- - - - - -� 55 LF 4' DI I THRUST BLOCKING VERIFY LOCA77ON & I I I 1 % EASEMENT, TYP. ?, 91 0 ® STA 8 +11.9 0.0' LT ELEVATION M7H I I I -- a 1 -45' BEND, MJ THRUST BLOCKING © STA 6+84.3, 0.0' LT 1-107W TEE, FL 1 -10' GV; FLxMJ MECHANICAL DRAWINGS ® 4' WATER STUB CAP AND MARK VERIFY LOCA77ON & ELEVA71ON MTH MECHANICAL DRAWINGS PROWDE FITTINGS AS REQUIRED FOR CONNEC7101V I I i I I i 128 LF 10" Dl I ' I ' I I - I $a 11 0 g 1 -FLxMJ ADAPTOR THRUST BLOCKING U7 STA 6 +84.3, 30.5' LT ® SAWCUT & PATCH PER S7D D7L H032A I I I i i i % 8 I % I FFE -3O4 0 I a 1- HYDRANT ASSEMBLY NOTE: THRUST BLOCKING N PER STD D7L. B102 SHALL BE PER SID D7L EARLY STA LT B085 ON SHEET C9 -1 f OMPIMN r, I W Pu Co 56BEND MJ THRUST BLOCKING 09 STA 6+04 7, 0 -0' LT SEWER LINE NOTES III Q SSMH 12 TYPE 11 -54' STA 3 +51.9, 215.7' LT i I I I °o I o 1 -45' BEND, MJ RIM= AT GRADE (302.40) I THRUST BLOCKING IE 8' OUT 29270 I 1 2 ® STA 4+76.4, 0.0' LT ' IE 6' IN 29Z80 ( i ° ryry��� 1 -45' BEND, M.,ScFI PER S7D D7L B072 1 ` S° o ,° a iLl Q 1 -22.5' BEND, FLxMJ THRUST BLOCKING 1© STA 3 0.0' LT ® 6" STUB CAP &MARK STA 3 167.8' LT '' �` ��` L LF 10" DI • - - 0 0 0 < +85.1, 1 -45' BEND, MJxFL +65.4, IE 6' 298 -50 Is s i o 1- 11.25' BEND, FLxMJ VERIFY LOCATION OF CONNECTION THRUST BLOCKING WITH MECHANICAL PLANS 4x00 �a a pf I 7 +21.5, 26.0' LT ELK N � 3 'I 1 - 8"X6" TEE (MJ x FL) Ill 1 1 - 8" PLUG STING WA STA 7 +21.5, 26.0' LT w T 11- l N I TO BE REMC °'- ' - CUT & CAP R TURNED 7 a w A CUT " S 7HF EXISTIN( K F fY } z WATER MAIN � a W m � I 7 +21.5, 26.0' LT ELK N � 3 'I 1 - 8"X6" TEE (MJ x FL) Ill 1 1 - 8" PLUG i STA 7 +21.5, 26.0' LT w T 11- l N I I HYDRANT ASSEMBLY I i PER STD DTL B102 °'- ' - CUT & CAP z IS71NG 8' MAIN TO IBE ° j N T NDONED zi�w. m :�r:�:��►��a SCALE: 1- = 20' SRI �s i i 3 jBE NDONED _ i I -I3 Q � 3 W W III 8TH PL NE n I SSMH RIM= 312.47' o IE 8" PVC OUT S= 302 -5' DI GAP I I IE 8" PVC E= 302 -6' GO o 3 I m p DI + . o I 1 a HARRINGTON AVE STA o XDI 5 +84.45 = WATERLINE ESMT 49 I N STA 9 +50.91 f2' COVER OVER TOP o I 0 n OF EX. 6' PIPE n i t o ° Z IIn D ° � o Z I I IvJ � 3 � I7. III I�z I I � 3 +1 o iI � IV I11. REPAIR SIDEWALK AS REQUIRED FOR CONNEC77ON 8' PIPE CROSSING BELOW EXISTING 12" WATER. f2.4' COVER OVER EX. 12" WATER. 1 -8" GATE VALVE (MJ) KEY PLAN SCALE: 1" = 200' C#V - 50 LF 6' PVC o ° z RECORD DRAINING { (PRIVATE SEWER) op i S = 0.020 FTIFT AS -BUILT RECORD ORAIMNG � PREPARED BY t`-dL SttL', e 12 L 6" -- - _ - _ -- _ –li L _ FIELD WORK COMPLETED - MA TCHL I NE SEE 1 /C5 -1 �—� THESE ASBUILTS.WERE PREPARED. USING GENERALLY ACCEPTED SURVEY STANDARDS ri"� SEWER & WATER PLAN c _o SCALE: I- = 20. r 19 .3' PR 1 SCA14NEDpWR 29 A-a. f N >� s 0 00- �a 0 zz Q� o izz o N s o 1 aoz m x� o_ SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. \ t � . .MA TCHLINE SEE 1 C5- 0 e LF 1 ` _ 3 F 6 -� - -- - - - - -- - i- L- -- -------- - - - - -- - -- - - - - -- - - o 3 °- -4 - - - - - -- F.D. I 1 s - - LF 2 � o, I Q 1 COMPLE710A6' ( ) ` �� 1 ~--- --- r o p . S RIM= 306.22' L �[ Z pL IE 8" CP OUT S= 235.6' 1 0, j, Z I o M IE38f C W= 7 295.' --+ IE$ CPN - i BO A �. � WE FFE 304 0 8TH ST i IvLI (TYP) IIt X { 119 LF 10 DI 1 ^1 a r t 1 o I Z; w " 15- 4, of E ! ! I I X" ,��. i ,`, � N f WATER SYSTEM 1 1 rl� Os as as Iry C7 C5 -1 SCALE: 1- = 10' 251 LF 8' PVC (PRIVATE S= 0.028 FTT/FT Ai 5.38 W ER LINE NOTES 1 m s I o to s0 D ? N I 125 ® STA 2 +19.1, 2.5' LT &" DDCV ASSEMBLY s + 1 ; 1 -45' BEND, MJ PER STD DWG 6099 so SD " $ 1 N ti I p 3 THRUST BLO ^.,KING LID ELEV = 307.5 I ' 14 LF 0 1 1 -_, � o I m ®STA 2 +04.4, 25' LT S" FLOWUNE ELEV= 303.25 I I - 1 N 9 -45' BEND, MJ 0 1 0 FIRE DEPARTMENT 1 3 THRUST BLOCKING ® CONNECTION - I ®STA -1 +29.7,. 2.5' LT PER DWG B099 I I I I I I 1 -22.5' BEND, MJ SET FACING BLDG o 3 77-IRUST BLOCKING STA 5+326, 50.4' LT ®STA 0 +51.4, 2.5' LT (CENTER OF VAULT I I 1 I I 1 -10 x6" TEE, MJxFL 3" COMPOUND WATER z THRUST BLOCKING METER SERVICE PER STD Ri 1 I f LF 10" 1. 1 �� i I +� 7.2 STAN 0+51:4, 31.2' RT DWG B10 ' 0 15 Ica1) I -i 1- HYDRANT ASSEMBLY LID ELEV = 30Z St C) PER STD DTL B102 2' LANDSCAPE METER ! ' ' P/ 1' J� I I I z ® STA 0 +10.3, 2.5' LT PER STD DWG BR42 & 2' i +30. Q, 1- 12x10" TAPPING SLEEVE 1 -10' TAPPING Gv FLxMJ L-2 0 CONNEC71(NV PER 75' 'i os I THRUST BLOCKING POINT OF CONNEC7ION ! + 1 1 A I I I 3 I TON LLCA `I TO IRRIGA71ON SYSTEM CONTRACTOR PRIOR TO OT N @ INSTALL STORZ FITTING ON I I 1 / ppppq ? I ( z ®STA 5+40.2, 39.5' LT EXISTING HYDRANT PER Od ', 2 I t I jl� 1-8"x2' TAPPING TEE WITH VALVE STD DTL 8102 I ' ' 78 LF 10" DI 1 I 1 S° �? sc s0 so s0 3 1 -8` FLxMJ ADAPTOR I sN 'n 1 1 p (FLxMJ) ®STA 0 +28.5, 25' LT 1 1 --0 TEE FLxMJ 1 -TEST CONNEC7ION PER I T 3 ��?"x6" REDUCER, FL / 1 ylhW - I 1 -6' GATE VALVE (FLxMJ) DETAIL 4 C5-2 -SD / 25' OVER OVER 1 J• 1 THRUST BLOCKING @ STA 19+95.8, 10.3' LT / 12' DI°,4T 18' Io - -- --------- - - - - -- --- ---- -- - NEW 12 GATE VALVE ----- - - - --- - - - - -- EXISTING SDMH M7H DEADMAN BLOCK 1 2 1 so 34 LF 6' DI - - - -- --- - - - - -- I STORM OSSING 1 _ r PER DETAIL 3/C5 -3 I i 23 LF 10' Di 1 J 3 12" IE N= 295 -44 L__ 127 LF 8' PVC (PRIVATE SEWER) 18" IE S= 294.94 STA 20+76.6, 10.3' LT 7 s7. 47' -- _ --- - - S - 0.005 FT_IFT ( 12" IE E= 299 -07 NEW 12' GATE VALVE - -- - - - - -- - ---------------------------------------------- t 3 I 11TH DEADMAN BLOCK - - -- - PER DETAIL 3IC5 -3 rr^^ y � 18 LF 10" DI "� � - - vJ R H UTILITY CONNECTIONS CB RIM= 302.10' ®f80 LF NEW 12' DI o a Q `JA 20 +00 -00 AT AND STREET IMPROVEMENTS I 3 IE 6" CP S= 300.6' WATERLINE 197H 4 -45' DI EARLY COMPLETION ry NN 1ROP LINE I BENDS TO BE INSTALLED I ABOVE NEW 18' STORM a \ " w= - y 3 CROSSING o sow h SD SD SO W77 s _!`s�� 21;- SD i. o a W U � � S a � KEY PLAN SCALE: 1" = 200' 0 S`ss_ SD�� F AVENjE NT CE w -_W N HAR11iSEN & C'4 Lr) N U t ss s_ �s so TFR�(N w s so - 22 +00` E ASSOCIATES I WC. .• ENGINEERS SURVEM PIANNIERS SDMH kiM= 301.49' IE 15" CP OUT W= 293.0' _b 17614 - 162ND ST. SE POST OFRCE BOX 516 �s 5 s0 s0 _ �D-� MONRCE, WA 98272 -0516 O 360 -794 -7811 206 - 343 -5903 IE 15" CP E= 295.2' = z 360 - 794 -9087 (FAX) SDMH RIM= 297.55' mss'-!` 287.5 � IE 15" CP OUT W= 290.9' C/) Q � � !E 8" CP N =- 298:0'- (Ni E 8" CP S= 287.8' Go it O4 1' - 20 Z ° 0 10 20 40 LLJ MERIDIAN: NAD '8$ 1991 MAP cf) CLI SSPdH = 302.66' w Z � melrs 11701m �s - s _ �� = VERTICAL DATUM 2 NAVD 1988 = BENCHMARK: CITY OF RENTON BM ,612 CB RIM= 297.17' SITE BENCHMARK: ON -SITE BM IS THE �- �� �_ -- -� -�- NORTH BOLT ON THE TOP CAP OF A ARE HYDRANT (POINT 11009) (COORDINATES; N= 183929.9519, E= 1306909.3075) ELEVAP,ON= 306.41' o TO BE RELOCATED DURING CONSTRUCTION O C) a STA CALL DIAL -A -DIG RECORD DRAtii'ING H �: AT 1 -800- 424 -5555 E 12" PVC E= 289.6' �rl n 23 +51 A MHAWUM OF 48 HOURS E- W a Mp BEFORE OQNSTRWTION BEGINS HARRINGTON AVE STA 21 +46.68 = WATERLINE L) (� IE 12" PVC OUT W= 290.3' IE 8" CP N= 290.5' HARRi STA 0 +00.00 GTON NOTE: HORIZONTAL CONTROL STA710MING ESMT STA 0 +00.00 BASED ALONG HARRING70M AVE NE. w a SEWER LINE NOTES 1 CONNECT TO EXIS77NG SSMH _0 � IE 8' IN 289.83 Q SSMH fl-48' a o STA 1 +05.7, 165.1' LT RIM =AT GRADE (301.24) IE 8" IN 290.57 � a•�J� IE 8" OUT 29o.47 SCALE 1" = 20' =g PER STD DTL B071 n - -- <o CONTRACTOR TO VERIFY LOCA71ON do ELEV PRIOR TO 71 CONNEC71 - SA PER 5❑ SAWCUT S7D DTL H 2A SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. \ t � . .MA TCHLINE SEE 1 C5- 0 e LF 1 ` _ 3 F 6 -� - -- - - - - -- - i- L- -- -------- - - - - -- - -- - - - - -- - - o 3 °- -4 - - - - - -- F.D. I 1 s - - LF 2 � o, I Q 1 COMPLE710A6' ( ) ` �� 1 ~--- --- r o p . S RIM= 306.22' L �[ Z pL IE 8" CP OUT S= 235.6' 1 0, j, Z I o M IE38f C W= 7 295.' --+ IE$ CPN - i BO A �. � WE FFE 304 0 8TH ST i IvLI (TYP) IIt X { 119 LF 10 DI 1 ^1 a r t 1 o I Z; w " 15- 4, of E ! ! I I X" ,��. i ,`, � N f WATER SYSTEM 1 1 rl� Os as as Iry C7 C5 -1 SCALE: 1- = 10' 251 LF 8' PVC (PRIVATE S= 0.028 FTT/FT Ai 5.38 W ER LINE NOTES 1 m s I o to s0 D ? N I 125 ® STA 2 +19.1, 2.5' LT &" DDCV ASSEMBLY s + 1 ; 1 -45' BEND, MJ PER STD DWG 6099 so SD " $ 1 N ti I p 3 THRUST BLO ^.,KING LID ELEV = 307.5 I ' 14 LF 0 1 1 -_, � o I m ®STA 2 +04.4, 25' LT S" FLOWUNE ELEV= 303.25 I I - 1 N 9 -45' BEND, MJ 0 1 0 FIRE DEPARTMENT 1 3 THRUST BLOCKING ® CONNECTION - I ®STA -1 +29.7,. 2.5' LT PER DWG B099 I I I I I I 1 -22.5' BEND, MJ SET FACING BLDG o 3 77-IRUST BLOCKING STA 5+326, 50.4' LT ®STA 0 +51.4, 2.5' LT (CENTER OF VAULT I I 1 I I 1 -10 x6" TEE, MJxFL 3" COMPOUND WATER z THRUST BLOCKING METER SERVICE PER STD Ri 1 I f LF 10" 1. 1 �� i I +� 7.2 STAN 0+51:4, 31.2' RT DWG B10 ' 0 15 Ica1) I -i 1- HYDRANT ASSEMBLY LID ELEV = 30Z St C) PER STD DTL B102 2' LANDSCAPE METER ! ' ' P/ 1' J� I I I z ® STA 0 +10.3, 2.5' LT PER STD DWG BR42 & 2' i +30. Q, 1- 12x10" TAPPING SLEEVE 1 -10' TAPPING Gv FLxMJ L-2 0 CONNEC71(NV PER 75' 'i os I THRUST BLOCKING POINT OF CONNEC7ION ! + 1 1 A I I I 3 I TON LLCA `I TO IRRIGA71ON SYSTEM CONTRACTOR PRIOR TO OT N @ INSTALL STORZ FITTING ON I I 1 / ppppq ? I ( z ®STA 5+40.2, 39.5' LT EXISTING HYDRANT PER Od ', 2 I t I jl� 1-8"x2' TAPPING TEE WITH VALVE STD DTL 8102 I ' ' 78 LF 10" DI 1 I 1 S° �? sc s0 so s0 3 1 -8` FLxMJ ADAPTOR I sN 'n 1 1 p (FLxMJ) ®STA 0 +28.5, 25' LT 1 1 --0 TEE FLxMJ 1 -TEST CONNEC7ION PER I T 3 ��?"x6" REDUCER, FL / 1 ylhW - I 1 -6' GATE VALVE (FLxMJ) DETAIL 4 C5-2 -SD / 25' OVER OVER 1 J• 1 THRUST BLOCKING @ STA 19+95.8, 10.3' LT / 12' DI°,4T 18' Io - -- --------- - - - - -- --- ---- -- - NEW 12 GATE VALVE ----- - - - --- - - - - -- EXISTING SDMH M7H DEADMAN BLOCK 1 2 1 so 34 LF 6' DI - - - -- --- - - - - -- I STORM OSSING 1 _ r PER DETAIL 3/C5 -3 I i 23 LF 10' Di 1 J 3 12" IE N= 295 -44 L__ 127 LF 8' PVC (PRIVATE SEWER) 18" IE S= 294.94 STA 20+76.6, 10.3' LT 7 s7. 47' -- _ --- - - S - 0.005 FT_IFT ( 12" IE E= 299 -07 NEW 12' GATE VALVE - -- - - - - -- - ---------------------------------------------- t 3 I 11TH DEADMAN BLOCK - - -- - PER DETAIL 3IC5 -3 rr^^ y � 18 LF 10" DI "� � - - vJ R H UTILITY CONNECTIONS CB RIM= 302.10' ®f80 LF NEW 12' DI o a Q `JA 20 +00 -00 AT AND STREET IMPROVEMENTS I 3 IE 6" CP S= 300.6' WATERLINE 197H 4 -45' DI EARLY COMPLETION ry NN 1ROP LINE I BENDS TO BE INSTALLED I ABOVE NEW 18' STORM a \ " w= - y 3 CROSSING o sow h SD SD SO W77 s _!`s�� 21;- SD i. o a W U � � S a � KEY PLAN SCALE: 1" = 200' 0 S`ss_ SD�� F AVENjE NT CE w -_W N _ _ z✓ ss s_ �s so TFR�(N w s so - 22 +00` E _ w w w w w EXISTING 12" WATERLINE .• I SDMH kiM= 301.49' IE 15" CP OUT W= 293.0' _b 1 SSMH RIM= 296.03' IE 12" PVC E- 287.6' �s 5 s0 s0 _ �D-� - 23 +00 g IE 15" CP E= 295.2' IE 12" PVC OUT N= SDMH RIM= 297.55' mss'-!` 287.5 � IE 15" CP OUT W= 290.9' s0 � � !E 8" CP N =- 298:0'- (Ni E 8" CP S= 287.8' 1 IE 15" CON E= 291.1` MAP SSPdH = 302.66' IE 12" ADS S= 291.3' �s - s _ �� / IE 12" P Sill = -293A CB RIM= 297.17' -- - - �- �� �_ -- -� -�- IF i "PVC - 293.2' IE 12" ADS N= 291.4' SSMH RIM= 297.76' 77H S STA RECORD DRAtii'ING � p` M IE 12" ADS S= 291.3' E 12" PVC E= 289.6' SSMH RIM= 301.67' 23 +51 76 = Mp HARRINGTON AVE STA 21 +46.68 = WATERLINE IE 12'" OUT W= 289.5' IE 12" PVC OUT W= 290.3' IE 8" CP N= 290.5' HARRi STA 0 +00.00 GTON AS -BUILT RECORD DRAWING ESMT STA 0 +00.00 PREPARED BY ACE mo 1 SEWER & WATER PLAN HELD WORK COMPLETED '!ems � a•�J� -1 SCALE 1" = 20' P•IESE ASBUILTS WERE PREPARED USING GENERALLY ACCEPTED SURVEY STANDARDS - -- SCAW4ED'POR 29-.-0* 43 ` Y - 2YS9 e r r 1- - 2 9,P90 6' .5'r w aK s n � a CIS, N g 1 xz `-z wz o N �'< 4 'z no zz ox J SECTION 9. TOWNSHIP 23 NORTH, MANGE 5 EAST, WM. Lr N M HARMSEN 3, 1- = 20• N ......... ......... ......... ......... ......... °. 7777 8 ..S 0AIM, N� APP XFMA TE . N 7777.. OPOSE.. 7777..... 0 10 20 40 p 7777 ..... ........ PURITY TEST, REMOVE TEMP 1.. 1 .::: 7H J .::::::: :::.. ::::::::: :::.. ... ..::::::: MERIDIAN: NAD 8.3, 1991 :-- -- -- ::::::: :: :::...::: :........ TEMP THRUST BLOCK /NC CONNECT :::::::: ::. ' ::..�, .: i 2.5 .L. ....... : :- -- : ::: 1- - 10' .... : :: ASSOCIATES INC. :' :EXISTING ENGINEERS SURVEYORS PLANNERS 0 5 10 20 J 17614 - 162ND ST. SE :....... Q POST OMCE BOX 516 : : :: : J W O MONROE, WA 98272 -0516 360 - 794 -7811 .... :::: w C) 206 -343 -5903 13 ST, ......... _ 360 - 794 -9087 (FAX) .. 7777.. J ......... VER7ICAL DA7UAI (n Elf N ........ NAVD 1988 L�j 1• ado. BENCHMARK: CITY OF RENTON BM 1612 Q00 � O 44 .. w 0 w . :: : ::. :: ::::: SITE BENCHMARK: ON -S17E BM IS g I � � �� THE NORTH BOAT ON THE TOP CAP BOLT -i o Q his ti OF A FIRE HYDRANT (POINT 11009) L'J �� t(>KM,/9�' (COORDINATES, N= 183929.9519, N w Q .. 7777 .. :.:. E= 1306909.3075) ELEVATION = 306.41' ......... ......... 7777..... SECTION 9. TOWNSHIP 23 NORTH, MANGE 5 EAST, WM. z Lr TO BE RELOCATED DURING .AIM0 ED...... .. . 8 .,S To ...... ......... ......... ......... ......... ......... °. 7777 8 ..S 0AIM, .. APP XFMA TE . 7777..... : : : : : :. 7777.. OPOSE.. 7777..... 7777..... 7777..... 7777 ..... ........ PURITY TEST, REMOVE TEMP 1.. 1 .::: 7H J .::::::: :::.. ::::::::: :::.. ... ..::::::: BLOWOFF ASSEMBLIES, PLUGS, & :-- -- -- ::::::: :: :::...::: :........ TEMP THRUST BLOCK /NC CONNECT :::::::: ::. ' ::..�, .: i 2.5 .L. ....... : :- -- : ::: -- .. .... : :: " . :' :EXISTING GROUND . 777:. :: AQE::::: :....... .:::... :: : : : : : :: : 31 ... ................... ::: :: : ::: .... :::: ......... ......... 13 ST, ......... M, �t'A}�jT. .. 7777.. ......... ......... ......... ......... ........ 7777... .. .. ..... 7777 7777. 7777. .. ... . :: : ::. :: ::::: I� i11RUST r :........ ......... .= lTlyK►N : 7777::: 7 7 7 7 ... .. 7x6.. TEE;M.111FL:.. ST ar ".XN7ICA :BEND;:M ..::: :12.' WA TER :: ::.. ;:6; .7777. .. 7777 .. :.:. ......... . ......... ......... 7777..... ....... .... ......... -7 ;. 7.....777 ' :LT:::: J.:..... �:........ -- - - - - - - - - .. :::: ::: -- • ',. �t'T: 7777. .. 6tJ .. C ;IGiN ,3fv6 300 :: :::::'1 5TORld :::: .. :: ... 45:.WRI usa 81 - - _ # 5 'D E?ia ......... - ' ST. ....... '; ST & .. 7777.. :: • .. -.- -. -.. .. ... . ::: 300 Sr. �� G`f11V. ... ......... ....... ......... ........ ..:.� 7777 7777.. ......... ... 7777 :... : . ...: : ......... . . ......... : : : : : :: ......... ::::::: ......... : : ::::: ........... . ': .0 :: ......... . ' : ::::: 7777... .. ......: ... ......: .. .. . .: ::..: ': .. :: ..... -- .. - : :. 7777... 7777. ... ::::::: ::::::. " :::.. : : : : : :: ....... ......... : : ::: ......... : : : : : : : :: ......... ::.:::::: ......... ::::::::. ......... ......... ......... 7777.. .. 7777.. 7777 :::... ::::::::' :7:777 .. :: :(PRI.V ti=`.S : : : : : : : :: ::: ::::: ::::::. ::::::. ::::::: ' '.:: .......:� 7777 7777.. 7777 ..: STA : ....DEFA .... ......... ...... 28:5 2 ....::::.� ' LT : _ :::: D :::: T ::::. ..'. .... ......... ( : F.1AfE' -N P ........ ::::: : :: ......... .......8. PROVIDE - 7777.. :7777.. STORM: :: 8' A(INllrat ...: .. : 7 7 7 7 ...: . . . . ::::: : 7 7 7 7 ... :::: ::::: :: ' :::: . .: l......... I-- : :: ::::::: ....... : :.. .. 7777 :::: .. .-. .. 290 : O K I : G :. ...... ........ : N 7777... p if�f ......... N : .:::::..: .77:7_7.. ...:..... ......... ......... 0+00 0+20 0+40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1+80 2+00 2+20 2 +40 2 +60 2 +80 3+00 3+20 3 +40 3 +60 3 +80 4 +00 ...... ..... ... +, : :...: ......... ......... 2 1.LF $:. :: :.?.. .:::: ................: :: .. ::::... . . ...... .... ::.�..:: ....77 1 =H .. : :: 290 :: t2 :777.. ..::. REV 7 :S;-.0 OS:F7 ,.F1xIpIJ . ... G .... :sr 7777 5� f67• .7777.. ADE..... ......... ......: _ .IE.$..P ..F ..... ....�P... :. .. ......... ........ ........ :: .:: ; :5 :.. .:....... .... ... 7777 ......... ......... ......... ......... _ ..�...:.... 7777 ......... ......... 7777.. ......... 77:77:::: .. 7777.. ........ :::::::: ....... ..... ': . .. :: :.: ,STA ;3 X51,9,; 7777.. N :.::. ; - i5:�; LT; ......... ....12 .p ......... CL :... ,. ; .. , `.::::::: ; ::::: STA 1;0 E1:X 65.E : LT' : ARRINGT :: :: : :: ::::::::: : : ::::::: ::....... ........: ......... 7777.:: 7 7 7 7 ... :. .: ..:..:(H . RINtGTON) Md .. iv EXIS7IN 280 . ......... . ......... . ........: .. ......... . ... .......,. 7777.. ......... ....Rjj�/ a�.� 7777. 7777... 7777. 7777... 7777... 7777... 7777... 7777. l ........ ......... itR..K ....... 3' - 280 ......... EXiS71N6 ......... SMIL .... ......... ........ ......... ......... ......... ........ 7777..., .....7777 :........ ......... 7777. . " titll 47:::::: ........ ........: ........: :: ::: ......: :7777... ..... : ::::: :. " ::: �1ox :. : RIM: 257.. SA.. 7777 ......... 6 ........ 7777 . ......... ......... 7777..... ...:..... .......... 7777.: ......... .:....... ...1E. ...: lbf ZSO : 7........ 7777. ......... ......... ......... ......... ......... ......... ......... ......... 7777..... ......... ........: ......... :7777...: :777,7... :...::(:: ......� . i X87; .. N �: :. c rlw :: " 7777 7777 _. )pr: it: .v''Q ..... ......... ......... . :7777... .....,... ......... :7777: 777:7. ::. : : : :: P.ER STD.DIL 7f ..... ......... 7777..... ..7777... ......... .. . ... .' .. .. •P ... E :STD D�:' $ 72 u�tu �� - �ttLUtr�r ---- .. 7777.. ... - ..... 2701. ......... .y. 7777. . S..IE:X.. ... :::::: ::::::::: '::::::: . ::::.:. ..:t::::: ::::: :::: ......... :;::::::: .... : ::: ::::: ::::::... : : ::: :... ':. .:.. .: :::: ..... 300 :.. .pU4N :. . :' :::: : ::::::: 270 0+00 0+20 0+40 0+60 0 +80 1 +00 1 +20 1+40 1+60 1 +80 2 +00 2+20 2 +40 2 +60 2+80 3 +00 3 +20 3+40 3 +60 3 +80 4+00 4+20 z Lr TO BE RELOCATED DURING :. - O +iD.3 -' w CONSTRUCTION CD_ cwn w CALL DIAL -A -DIG NOTE: z U w AT 1 -800- 424 -5555 HORIZONTAL CONTROL STATIONING T :.: O Of A MINIMUM OF 48 HOLIRS BASED ALONG HARRINGTON AVE' NE ........: :7777 BEFORE CONSTRUC710M BEIGM AFTER POLYPIGGING, PRESSURE & 320 PURITY TEST, REMOVE TEMP 1.. 1 .::: 7H J .::::::: :::.. ::::::::: :::.. ... ..::::::: BLOWOFF ASSEMBLIES, PLUGS, & :-- -- -- ::::::: :: ::. :: :::: a_. ::;::...: :........ TEMP THRUST BLOCK /NC CONNECT :::::::: ::. ' ::..�, .: i 2.5 .L. o ::.. ......... :.. : :: WITH 10' SOUD SLEEVE (MJ) p Z ::. ....... TO NEW T CONNECTION WITH E- >_ �3 a U WATERLINE LOOP AROUND SCHOOL I P.ING: SLEEVE::. :G� FLx INS,... :: DgS71NG WATERLINE W STREET E w �04 c m' m �1 a s 3 a p Ti, N �I� � 11 - �€4� ` rW�n vJ - x � it on U) a I v 1 L10- / PLUG W 2 TAP AND 2' L BLOWOFF ASSEMBLY PROVIDE TEMPORARY THRUST BLOCKING AT PLUG 1-10- VERTICAL CROSS (MJ) 8' BLIND FLANGE TO BE INSTALLED AT BOTTOM OF CROSS 18* BLIND FLANGE WI7H 2' TAP AND 2" PLUG TO BE INSTALLED AT TOP OF CROSS 8' PLUG (MJ) WITH 2' TAP & 2' TEMP. BLOW OFF ASSEMBLY TO BE INSTALLED AT CROSS BRANCH FACING WATERLINE IN C17Y STREET 4 TEST CONNECTION DETAIL C5- SCALE NONE SEWER PROFILE �- SCALE- H. i' = 20' 1F1 ° =10' 2 WATERLINE PROFILE CS- SCALE H: 1' = 20" V. 1 ° = 10• �> m U :. STA :. - O +iD.3 -' .8 LT .__ :- o ----• U w :STA • - 04.4 2 5 T :.: I _ ,s y VWI NAr sw .. :. .. ........: :7777 z m 320 : ::::: .. 1.. 1 .::: 7H J .::::::: :::.. ::::::::: :::.. ... ..::::::: : :::::::: ::::::::: :-- -- -- ::::::: :: ::. :: :::: a_. ::;::...: :........ :...;:: :::::::: ::. ' ::..�, .: i 2.5 .L. ::::::: ......... 7::::777: .........:::::: ::.. ......... :.. : :: :7777 .......' :777:7.:: ....... :. :. ::. ....... ... ..: : ::. ::: ::': :-s' 320 i .':TAT?PIN x:B P.ING: SLEEVE::. :G� FLx INS,... :: :1 `.f ': 71iRt1S :7777.. ,:{Nd: '9E0l fIN. ... .. STA• 2 +16 : f/FiiTiDi! ... :BEIHIi, Jll : 31 ... ................... ::: :: : ::: .... :::: ;k: E :::: . •Pa►o�a :: :......: rd CONS a 7 7 7 7 : .•_, UctroN kr :.:..: _ .. ::.....::::::: ; ::: ' Af+P ,,. 7777. , .. EX/S ::::.:.T. 6gluATE: ......... Nt7 GRO _ _ . _.� :... '' - - ._7777... D.:...... : 24:x' Ze: LT -: ...... ::::. .. :::::.. �RUSr. , : 1 -. : :.. ocx►ryc .:::::::::::::::::::: .. ..... ..... . ,. .... ::::::... FINI ' ::::: ..... ...: . .. ... GRADE :% ' :.. :1; yncv FLaiAIJ:A .. : : :: 1P0T27R . :: : ::. :: ::::: I� 310 i11RUST r :........ ......... .= lTlyK►N : 7777::: 7 7 7 7 ... .. 7x6.. TEE;M.111FL:.. ST ar ".XN7ICA :BEND;:M 300 ......... ...... ............. ......... .... .... .... 7777 ......... .. .. 7777 :::: 7777. TA -11 1=R ., 5 +98:5 :, ,RAN.T..A SR :QTL: .: LT . ; SEM L roe _ ..: :: ; :. ... -. : ::: :ST$: ._ : ......... -7 ;. 7.....777 ' :LT:::: J.:..... �:........ -- 7777.. ::::::: - - - :: :: 1NR .... ::: :::: -- .. :::: ::: -- • ',. �t'T: 7777. .. 6tJ .. C ;IGiN . ,3fv6 �14• T L� :::... :::: ::: .... : : :: ::: ...... . 3QQ . T.Bt .: :. 45:.WRI usa 81 - N Ac. SEND' WNG : :: _ # 5 'D E?ia ......... _ ST. ....... '; ST & .. .. :: • .. ....... .... .. ... . .. a ' Sr. �� G`f11V. - - ..7777.: 320 ... �. ... ..... - ... 7777,... ........ . :... : . ...: : ......... :7777.. ..7777.. ........ 7777... ..t2 °:S M: :.:::: .. ... 7777 7777 ......... 7777. :: ST: Zi2t 9' :25'T -- -- - - 7777... 7777. ... ::::::: ::::::. " :::.. : : : : : :: ....... :: ::::... .::::0: ::::: .: ::• 8 STOF7 �::: :: .:::: ::::: :::: ---:::::: ::::::::' ::::: :: .. ' 8" S GJF2A1::::: ::: ::::: ::::::. ::::::. ::::::: ' '.:: :::::::: 290 28 ....................... 7.. ... ......... ' ......... ......... STA : ....DEFA .... ......... ...... 28:5 2 ....::::.� ' LT : _ :::: D :::: T ::::. ..'. .... ......... LT, :Wi4: 1I~ : F.1AfE' -N P ........ ::::: : :: ......... .......8. PROVIDE - 7777.. :7777.. STORM: :: 8' A(INllrat ...: .. :...: :.: : : : : :: . :- : 7 7 7 7 ...: . . . . ::::: : 7 7 7 7 ... :::: ::::: :: ' :::: . .: ....... ::::::: ... : :: ::::::: ....... : :.. .. 7777 :::: .. .-. .. 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