The URL can be used to link to this page

Home My WebLink AboutzS-3256SetN� M� a j o NLL; ✓ ' •-� CJi c 1 LJ 0 W a V) Ir it Q v) 6 Ie c� I } a �I x Y O a C? I HEAVY ASPHALT PAVING 4 1n LO ui 1fi L � N a Ltd d Q W Z_ 0 wNa 0 0 M ►=� U-) CO � J N C]C fl 11J L1J 2 N N Uj T Z cr J d z Y a U_ W §p CIAO .� 3 W off[ 21 _ 9 3 �6 : 4C 3 Q_ Q) �Z4Z 00 o0 0 E4w a v M C 0 La- Q N i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� A � �� I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� 6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, �� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING a z� I HEAVY ASPHALT PAVING 1n LO ui 1fi L r7 N i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� A � �� I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� 6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, �� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING a LIGHT ASPHALT PAVING I HEAVY ASPHALT PAVING 1n LO ui 1fi L r7 a a Ltd d 00000 0 0 0 0 0 M ►=� U-) CO ao r- o 0 0 rn •-- N N N -- T 1 I t I I i� tf to to to > cr a I N a I N m c-3 o 0 0 � W Y V 0- Q w I I-tt Q 0 i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� A � �� I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� 6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, �� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING REMOVE PROPOSED LIGHT ASPHALT PAVING I HEAVY ASPHALT PAVING 1n LO ui 1fi L r7 U-) U-) Ltd d 00000 0 0 0 0 0 M ►=� U-) CO ao r- o 0 0 rn •-- N N N -- T 1 I t I I i� tf to to to > I st I r`i I N i I N 000ao c-3 o 0 0 i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� A � �� I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� 6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, �� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING REMOVE PROPOSED LIGHT ASPHALT PAVING I HEAVY ASPHALT PAVING CONCRETE PAVING i i BUILDINGS GRAVEL ' CURBING ROCKERY �_ �_ I •1�• TOPOGRAPHY 138 WATER LINE - - -w - -- STORM DRAINAGE LINE --SD STORM DOWNSPOUT PIPING SANITARY SEWER LINE -SS -- POWER P TELEPHONE UNE - T GAS LINE GAS WATER METER/VALVE /FH•P[4� a ►� STORM CB /MH SANITARY SEWER MH /CO • GAS VALVE /METER TELEPHONE RISER /MN TREE W/ PROTECTION CONSTRUCTION LIMITS SHEET C5.01 CIO 54=0 / • 9 4 N� M° C) Op" 'r c NN c a 1 I� J 9 a � IW a ILA a 0 a a 0 a a , ii a, i. s, W ; OZ =1 3� w� 2s 91 Z I� 1 L ,C Q. 0 Cn Z O Jc C) O E°4 3 Z w �j o, c m C 0 a` L Q � o � W �tQY Z Z o REMO VE PROPOSED LIGHT ASPHALT PAVING 4 $ O z r 9 Z N Cn >- CURBING -- - Q w Z • ��r c0 a �= m STORM DRAINAGE LINE - ULI U) ;1 � o N POWER ►= to Uj W cv Z w Cr � LU wO � SANITARY SEWER MH /CO ,_ E LLI m TREE W/ PROTECTION l Cr z :) � U�r � Z Y gL4J � LL. IW a ILA a 0 a a 0 a a , ii a, i. s, W ; OZ =1 3� w� 2s 91 Z I� 1 L ,C Q. 0 Cn Z O Jc C) O E°4 3 Z w �j o, c m C 0 a` L Q � o � W �tQY Z Z o �U"I)��tn 00000 o c? a a c1 O O on O O O CD CD CD o f ca'rJ lot REMO VE PROPOSED LIGHT ASPHALT PAVING a n CONCRETE PAVING 4 Y Z N >- CURBING -- - ROCKERY !: . ._ • ��r c0 a WATER LINE - -- m STORM DRAINAGE LINE - Cr M t ;1 � o N POWER ►= to -T - � GAS � Li or t_ SANITARY SEWER MH /CO ,_ E mCD J m TREE W/ PROTECTION l Cr :) U�r zL gL4J � Q 'A m C) L.I (� w a 0 �U"I)��tn 00000 o c? a a c1 O O on O O O CD CD CD o f ca'rJ lot REMO VE PROPOSED LIGHT ASPHALT PAVING HEAVY ASPHALT PAVING 1 CONCRETE PAVING BUILDINGS GRAVEL CURBING -- - ROCKERY !: . ._ • ��r TOPOGRAPHY 238 WATER LINE - -- STORM DRAINAGE LINE - t SANITARY SEWER LINE -ss - -- •�•••• POWER p cn -T - gW GAS WATER METER/VALVE/ FHg3 D+,; Li or t_ SANITARY SEWER MH /CO ,_ • mCD J m TREE W/ PROTECTION l Cr :) U�r zL gL4J � 'A m C) L.I (� M 0 V) Ld Z ♦ do SW 1/4 SEC 32, TWIN 24N, RG 5E, WILLAMETTE MERIDIAN + MATCH LINE - SEE SHEET C5.03 Cowrz�w4- c�otil S i _ I 52 LF 10" CL 52 DI NOTE: I - - - } 1 M CONTRACTOR TO POT -HOLE WATER LINE • ' 1 ' AND SEWER LINE AT LEAST 72 -HOURS III I 1 i PRIOR TO WATER LINE TRENCHING. I h ► i I I ; i� A 10 LF 20 .9 CASING S� ' 20 LF 10 " CL 52 DI SEE DETAIL w �-- 2 10" VERTICAL BENDS , a �i �► ,,` S Ti4 /O 4.3-z STA ,•O4 -'7 Z / ' • - . � \ ` I j ! I it tl . ' , I. WATER EASEMENT TO CITY OF RENTON .I 5,) Nit, i (1) 10" 22 -1/2' BEND (MJ) (:. - - \ __ - - -= ___ _- _ -_ I _- _____-`__ ==_ _ = + "� - -- I t W/ THRUST BLOCKING Ir . N:191804.36 L J... \; I j ? i +I n IE 141.1V1 115: top S I E:1303607.23 ,� \ I 6' ` 1 i f I j f tE 241.35,18 sT� ,,. 17 + 1.3 RIM 14 30 ,. I ` +• I i ) f I I IE 2447 -w_� IN, ! �� 148 ✓ones �� r 118,?5 Mla Ave NH � r _ - - i I i N:191479.4 i (1) 5 -1 /4" F E HYDRANT A5E�MBL 1 h I 1f 'I ; E-1303590 PI PIPE X -ING SEE DETAIL !� ) ! ' o " 10 .� I r R�M1S60A6 f CPP IE 10 WTR IE= 230.67 N:191730.41 10 12 SD CR= 236.1 E:1303551 05- � -- '' - 74 LF 8 CL 52 DI - - - 1 10 "x8" TEE FL -�+ I ' I ! 1 10" GATE VALVE (FLxMJ) 1 10" ADAPTER (FLxMJ) I II I I�,I j I 1 8" GATE VALVE (FLxMJ) (3) BOLLARDS ( P) W THRUST BLOCKING ( ,I ' '•• � � SEE DETAIL N:191804.36 E.1303558.02 , �+ 15.0 I i j jla I S TA 1± 1 } rtoZ � :;! � -f - -- WATER CASEMENT TO II � _ � - '' ! 't ! 0 f AE CITY OF RENTON ;I t N 1 I I N/ I �' 1 ` I 1 243.00 ► :�. l I , l 1 4 45 BEND (MJxFI) �. � f 1 4 22 -112' BEND (FLxMJ) ;.l .. � � ( � II 1 lI i i 1 2 FL SPOOL I ; W/ THRUST BLOCKING ;r o i�- N:191796.91 I E:1303431.87 I co 1 6" 45• BEND (MJxF L) \ 10" VERTICAL BEND 1 6" 221/2' BEND (FLxMJ) I I S~ri4 i7,-t- , y ; ' CONNECT TO EX SSMH I ( I` ' 1 2 FL SPOOL IE= 227.40 VERIFY I W/ THRUST BLOCKING ► ' �, I a 8x8 WYE ,... ' E .,r �, - " IE= 231.90 PRIOR TO CONSTRUCTIO "�N 7-4- -• ----- N:191791.49 ;r �` - . PIPE X -ING �' 8" SSCO 8 SSCO EX IE= 227.26E I ' E:1303417.72 RIM TO GRADE EX IE= 227.16 W 10" WTR IE= 2 7 RIM TO GRADE ;•. `�. 8 SD CR= SEE DETAIL 2 SEE DETAIL � E:13034�3 66 I j .' " CUT AND CAP EX 6" WATER Cs.tt I LEI __? 6 (E) AT VALVE BY CITY FORCES 1 AIR VAC cl .... IN ' 0 ` SS 0 2.5% E 11 16 (W) SEE DETAIL a,:.' 4" 51 LF 8 " .0% 12 J ( 5 LF CL 52 DI - 8nX6. 65 LF 8 SS 0 2 I REDUCER _ 10 LF 8 SS 0 32.4 1 10 S TAI I 6" SS STUB SEE MECH'L PLAN " c5.1 t ,� � . • - t CONNECT 10 EX WATER 4" DOMESTIC SERVICE - FOR CONTINUATION IE= 233.15 11; EE DETAIL n t: ,.. ' _. SEE MECH'I, PLANS FOR CONTINUATION - _ - 1 10" 22 -1 2 BEND- J N:191428.14 CONNECT EX 2 LANDSCAPE ( l) ' N010'00010E I - --�- _._ -_ _ :1303433.34 (I PIPE X -ING 0`I• W� THRUST BLOC 1 E METER 10 NEW 10 WATER LINE f 1 LF 6" CL 52 DI _ 1 1471 15- / 6� { ADJUST EX LANDSCAPE WATER I 6 SD CR - 240.83 N. 9 �� 43 LF 10" I S'"J1t "� 9SiI _ METER TO GRADE , !�. ( 6" SS CR= 2 6 � E:130 4.3.34 II FIRE PROTECTION LINE TO FDCp 110 CL 52 PIPE X -ING Lt. 0 I SEE MECH L PLANS FOR CONTINUATION+ .S 00 3� � R - 44.4 I M I _ .. _ 5� / I t "' SS CR (ASSUMED)= 225-Of -6TA 11"3,45- ,SeC f N f:e- T L.S- N F, ,v c..wr�jj'A A Tt o 10 "x 10" VERTICAL CROSSING (MJx Ft) - SEE DETAIL ; 1 1 10" BLIND FLANGE 1 10" BLIND FLANGE W/ 2" TAP & 2" PLUG 1 10" PLUG (MJ) W/ 2" TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY - PIG" -n EXISTING 12" DI WATER R& COW" DUAL TER All TESTING, CLEANING, AND D1SWECTIHG REMOVE TEMP BLOCKING & BLOW OFF AND CONNECT WITH 10" SLEEVE (MJ) dt 10" SPOOL MTAL A EXISTING 12" DI WATER 10, T �f lv CUT IN 1 12'fl0w SEE (Fl) 2 12' GALE vxvf (ilxAU) 1 10' CUTE VALVE FLxMJ 1 10- PLUG (MJ 2 12' SLEEVES �AUxMJ) 2 12' SPOOLS (AUMMJ) w/ 2' TM « TEMP BIgY OFF W/ nWusl eLogcMc INDEX PLAN MATCH UNE -SEE SHEET C5.01 s- 325vo2 COUGHLIN PORTER LUNDEEN A CONSULTNVG STRUCTURAL AND CN1t ENGINEERING CORPORATION 413 PINE STREET - SVITE 300 P: 206/343 -0460 SEATTLE, WA "101 F: 206/343 -5691 tWAV S'T�4 t 7 ♦( 00 SEc s6# da -r cr.o FUR. ClroV -riw ,00kTec.N ` I I 05 ROLL 2 0 0 FR 3.3 7 Checked for Compliance to City Standards � 6,M,✓ �w� �LLaoes Kennydale Elementary School 1700 NE 28th Street, Renton, We WATER AND SEWER PLAN 0 10 20 40 SCALE 1 * =20' Call before you Dig. 1 -800- 424 -5555 UNDERGROUND SERACE (use) RENTON SCHOOL DISTRICT j403 1220 NORTH FOURTH STREET RENTON, WA 96055 ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 SURVEYOR ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838 -6113 or- ISTIN REMO VE PROPOSED LIGHT ASPHALT PAVING HEAVY ASPHALT PAVING 1 CONCRETE PAVING BUILDINGS GRAVEL CURBING -- - ROCKERY !: . ._ • ��r TOPOGRAPHY 238 WATER LINE - -- STORM DRAINAGE LINE - STORM DOWNSPOUT PIPING SANITARY SEWER LINE -ss - -- •�•••• POWER p TELEPHONE LINE -T - GAS UNE GAS WATER METER/VALVE/ FHg3 D+,; Q! 04-4p- STORM CB /MH SANITARY SEWER MH /CO ,_ • GAS VALVE /METER TELEPHONE RISER /MH TREE W/ PROTECTION CONSTRUCTION LIMITS SHEET C5.02 4CdZ) S �% YZ5&o Z N� M° 0 1 C' 1-- c o N� L:7 � 1 w w a t a 0 z a 0 0 0 +J. t x 8 *1 01 I 0 S a � a a 4 CONCRETE PAVING Z BUILDINGS GRAVEL 2 a � m a w Cn UU &rNs' 1co w N Z W U LAJ O Z W DC C) O T Z GAS WATER METER/VALVE /FH_ -i3 Z STORM CB /MH Z Y • Li W �x V �n _ .� 3 oC 21 O V ^� Cie V <: a a� 0 wZ V) O _` Q 0 E-+ z n W a CD �� rn c EFC C v a 9 � 3 :D Q J �n til �y Ln J� v C;QOQO�3�C)aC) W. p C p-) . - c-v N N -- r- i0 to Ili Ili d r c -IJ CV ObOOO C3 C7 C1 c7 . 3 [� == i? $MCV r NOM14% cr �a �* o w w L ti cn cn J FQ CD elf i�� w O w u m 0 V) W Cr Z � 4 r SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN \ RIM 240.61 (TYPE 1) /. IE 238.71 8" CPP \ RIM 241.04 IE 232.74 12 CPP w / \ IE 232.62 24" N- \ IE 231.59 ?4" \ W RIM 24181 IE 229 26 W-D G a / �I r 1 . . ....... #_ -_ - t t ?", / r _ RIM 24 22 (>Y� '1'� ` 1 _. L1 oc i..' 1 �. ,11 / - // O Al , / - I --_ � I I \ \ RIM 735.08 f (>�'PE I) �p1 �" �`�' " / -RILL 3 03 (TYP 1)I / r� 1E 239 51 12" 5w \ i RIM 239.39 (TYPE 11) I IE 225.51 24" p1 N 1 , \1 /S °- R_1M � c2 (nPE II) ,�%, ' " / / / '� � _ i - 1 I 229.89 8" PVC l� ,. -1E 228.94 24" DIN / i °o IE 228 92 24 DI S " - ' / / / ►=� `f'1 / IE 230.32 6 PVC E 1, , RIM 235.64 IE T `- / `�i IE 230.25 MID i y j / / / ' _ I co Z RIM 234.82 (TV1 1) "CUT -IN" CONNECTION 10 X WATER - / IE 231.62 8' CPP E - \a /� . �* E E / I SEE DE1AIl IE 231.72 6" CPP N 191820.54 C5 03 E:1303125.83 S / �� , �" RIM 33 85 (TIFF I) % , ' J r i 1 12 6 TAPPING TEE (� I ; ; If 230 84 6" CPP w 0. TI , 1 6 TAPPING GATE VALIIJ) RIM 234 ( hPF 11) .._ , % ��' � ! lo. , , W/ THRUST BLOCKING I 1 IE 2s. '4" DI N -S 4r, •�j1 ' I i i IE 227• ' 2" 1 w +� ��°� , - ' N:191437.89 I , 1 IE _ 28. 6" C P E S - I E:1303 710.50 I I I / JJ / I i► 1 J t` / _ 15. WATER EASEMENT TO THE CITY OF RENTON i -�` (1) 6-1/4" FIRE HYDRANT ASEMBLY SEA DETAIL I 10 8 i / RIM `33 96 (T1Pf N,�91458.06 C5.10 ?jjF 6 CL 52 if 230.21 12" P F i I � 213.00 r 1303710.50 ' If . 30 96 5" Pvc w �- sIA (0 4 r3 MATCH LINE -SEE SHEET C5.02 S6r- js C S.o2 10 "x 10" VERTICAL CROSSING (MJxFL) - SEE DETAIL 1 10' BLIND FLANGE 1 10" BLIND FLANGE W/ 2" TAP & 2" PLUG 1 10" PLUG (MJ) W/ 2" TAP do BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG" -� EXISTING 12" DI WATER RK COWTM DUAL IR ALL TESTING, CLEMIING, AND DISINFECTW REMOVE TEMP BLOCKING do BLOW OFF AND CONNECT WITH 10" SLEEVE (MJ) & 10" SPOOL DETAL A EXISTING 12" DI WATER 1 12 "00' TEE (FLxFL) 2 12" GATE VALVES (FLxW) 1 10" GATE VALVE FUW) 2 12" SLEEVES (MJ 2 10" SPOOLS (MJ) 1 10" PLUG (MJ) N/ 2" TAP & TEMP BLOW OFF W/ THRUST BLOCKNVG INDEX PLAN • C. AO COUGHLIN PORTER LUNDEEN y 41: A CONSULTING STRUCTURAL AND CMl ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 96101 F: 206/343 -5691 ?� 5225403 L I ; ++iE v i 13� tw�b j ROLL200 FR3.3.8 Checked for Compliance to City Standards Kennydale Elementary School 1700 NE 28th Street, Renton, We WATER AND SEWER PLAN 0 10 20 40 SCALE 1" =20' Call before you Dig" 1- 800 - 424 -5555 UNDERGROUND SEPACE (USA) TIT, z RENTON SCHOOL DISTRICT 1403 300 SW SEVENTH STREET RENTON, WA 98055 ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 &MVEYCfl ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838 -6113 Vw An ISTINC a UGHT ASPHALT PAVING a a CONCRETE PAVING BUILDINGS GRAVEL 2 a � m a 1 TOPOGRAPHY 238 Y &rNs' STORM DOWNSPOUT PIPING W SANITARY SEWER LINE --SS G7 O V T GAS UNE GAS WATER METER/VALVE /FH_ -i3 1 STORM CB /MH a SANITARY SEWER MH /CO l = • GAS VALVE /METER TELEPHONE RISER /MH TREE W/ PROTECTION �," _ .. r a CONSTRUCTION LIMITS C1 W a 0 �n til �y Ln J� v C;QOQO�3�C)aC) W. p C p-) . - c-v N N -- r- i0 to Ili Ili d r c -IJ CV ObOOO C3 C7 C1 c7 . 3 [� == i? $MCV r NOM14% cr �a �* o w w L ti cn cn J FQ CD elf i�� w O w u m 0 V) W Cr Z � 4 r SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN \ RIM 240.61 (TYPE 1) /. IE 238.71 8" CPP \ RIM 241.04 IE 232.74 12 CPP w / \ IE 232.62 24" N- \ IE 231.59 ?4" \ W RIM 24181 IE 229 26 W-D G a / �I r 1 . . ....... #_ -_ - t t ?", / r _ RIM 24 22 (>Y� '1'� ` 1 _. L1 oc i..' 1 �. ,11 / - // O Al , / - I --_ � I I \ \ RIM 735.08 f (>�'PE I) �p1 �" �`�' " / -RILL 3 03 (TYP 1)I / r� 1E 239 51 12" 5w \ i RIM 239.39 (TYPE 11) I IE 225.51 24" p1 N 1 , \1 /S °- R_1M � c2 (nPE II) ,�%, ' " / / / '� � _ i - 1 I 229.89 8" PVC l� ,. -1E 228.94 24" DIN / i °o IE 228 92 24 DI S " - ' / / / ►=� `f'1 / IE 230.32 6 PVC E 1, , RIM 235.64 IE T `- / `�i IE 230.25 MID i y j / / / ' _ I co Z RIM 234.82 (TV1 1) "CUT -IN" CONNECTION 10 X WATER - / IE 231.62 8' CPP E - \a /� . �* E E / I SEE DE1AIl IE 231.72 6" CPP N 191820.54 C5 03 E:1303125.83 S / �� , �" RIM 33 85 (TIFF I) % , ' J r i 1 12 6 TAPPING TEE (� I ; ; If 230 84 6" CPP w 0. TI , 1 6 TAPPING GATE VALIIJ) RIM 234 ( hPF 11) .._ , % ��' � ! lo. , , W/ THRUST BLOCKING I 1 IE 2s. '4" DI N -S 4r, •�j1 ' I i i IE 227• ' 2" 1 w +� ��°� , - ' N:191437.89 I , 1 IE _ 28. 6" C P E S - I E:1303 710.50 I I I / JJ / I i► 1 J t` / _ 15. WATER EASEMENT TO THE CITY OF RENTON i -�` (1) 6-1/4" FIRE HYDRANT ASEMBLY SEA DETAIL I 10 8 i / RIM `33 96 (T1Pf N,�91458.06 C5.10 ?jjF 6 CL 52 if 230.21 12" P F i I � 213.00 r 1303710.50 ' If . 30 96 5" Pvc w �- sIA (0 4 r3 MATCH LINE -SEE SHEET C5.02 S6r- js C S.o2 10 "x 10" VERTICAL CROSSING (MJxFL) - SEE DETAIL 1 10' BLIND FLANGE 1 10" BLIND FLANGE W/ 2" TAP & 2" PLUG 1 10" PLUG (MJ) W/ 2" TAP do BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG" -� EXISTING 12" DI WATER RK COWTM DUAL IR ALL TESTING, CLEMIING, AND DISINFECTW REMOVE TEMP BLOCKING do BLOW OFF AND CONNECT WITH 10" SLEEVE (MJ) & 10" SPOOL DETAL A EXISTING 12" DI WATER 1 12 "00' TEE (FLxFL) 2 12" GATE VALVES (FLxW) 1 10" GATE VALVE FUW) 2 12" SLEEVES (MJ 2 10" SPOOLS (MJ) 1 10" PLUG (MJ) N/ 2" TAP & TEMP BLOW OFF W/ THRUST BLOCKNVG INDEX PLAN • C. AO COUGHLIN PORTER LUNDEEN y 41: A CONSULTING STRUCTURAL AND CMl ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 96101 F: 206/343 -5691 ?� 5225403 L I ; ++iE v i 13� tw�b j ROLL200 FR3.3.8 Checked for Compliance to City Standards Kennydale Elementary School 1700 NE 28th Street, Renton, We WATER AND SEWER PLAN 0 10 20 40 SCALE 1" =20' Call before you Dig" 1- 800 - 424 -5555 UNDERGROUND SEPACE (USA) TIT, z RENTON SCHOOL DISTRICT 1403 300 SW SEVENTH STREET RENTON, WA 98055 ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 &MVEYCfl ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838 -6113 Vw An ISTINC REMOVE PROPOSE a UGHT ASPHALT PAVING HEAVY ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL CURBING ROCKERY z i 4DIIIIIIII1040 TOPOGRAPHY 238 WATER LINE - -+� - -- STORM DRAINAGE UNE -�c -- STORM DOWNSPOUT PIPING SANITARY SEWER LINE --SS POWER P TELEPHONE UNE T GAS UNE GAS WATER METER/VALVE /FH_ -i3 1 STORM CB /MH a SANITARY SEWER MH /CO l = • GAS VALVE /METER TELEPHONE RISER /MH TREE W/ PROTECTION �," _ .. r • y r r, A - CONSTRUCTION LIMITS SHEET C5.03 • r ca s, `✓- �tss.o 3 �z kr) p M ° t c 17; CL cm ac ui a vi 0 ie 0 J a x c oC C) C i CD Y 5 QCV15W "ItS n/ TVA J A 0 a" POST INDICATOR VALVE (MJxMJ) PAINTED BLUE " 2 -3/4 SHACKLE BOOS PER 4" 9 BEND MJ CITY OF REVLON SPECIFICATIONS 4 "x 2 1 /2" FIRE DEPARTMEN 1 DOUBLE 0' ) J Q CONNECTION FOR STAND PIPE W = 4 4" ADAPTER, FL.x SCREWED ONE EACH SIDE ONE EACH ES CAST IRON HOSE CAPS. DE EQUAL TO GR NNEL FIG. U ti PRECAST CONCRETE VAULT WITH 3 - 3'x 3 4% 4"x 6" BULL HEAD TEE, FL. 1682 WITH HOSE CAPS FIG. 1333. " 13 LF 4" D.I. �— 4 90' BEND (MJ) � ...� HINGED STEEL PLATE COVERS. " " 6" PIPE FL.x FL. " 12 7' -O" w DIMENSIONS 5'-8"x 11 -2 x 7 -2 EQUAL TO 6 SWING TYPE GRAVITY OPERATED — d W Z UTILITY VAULT OR EQUAL 2'-0" LONG CHECK VALVE, FL. EQUAL TO 4" FLxMJ ADAPTOR, _ 18" FOR 10" ASSEMBLY MUELLER CO. A- 2600 -6 WITH BALL o 1— CD 17 1 2" FOR 8" ASSEMBLY `r THE BY —PASS ASSEMBLY SHALL BE / 3' —p" DRIP VALVE AT BOTTOM W +� � 18 1 2" FOR 6" ASSEMBLY " LADDER WITH M cn INCLUDED AS PART OF THE DETECTOR / INSTALL EPDXY NON- SHRINK GROUT (TYP.) 4 FLxW ADAPTOR .� w W Z DOUBLE CHECK VALVE ASSEMBLY. I�- -11 - 2 6" PIPE, FL.x FL. 3'0" LONG •• SUPPORT BARS 2 -4 w W 0 w 10 ", 8" OR 6" FL.x P.E. 6" & 8" ASSEMBLY. PER OSHA Z z 6 SHORT RADIUS 90 BEND FL. W PIPE WITH COLLAR 18" (� 10" ASSEMB08% 6" REDUCING � OC g FROM P.E. � -{� -- 39-211 •� 90' BEND, FL. NON-SHRINK Z � 10 ", _ 3' -8" LONG 12' ., 6 90' BEND FL. : • : . W 8" 3'--6" LONG o EPDXY Y LL- 6" - 4' -0" LONG GROUT 2' -4" 5'-- -�► 4" TEE (MJxFL) ; 4" TEE (FL) W 12 ALL AROUND — W �� (•,; ... DEADMAN BLOCK 0 u A- A 2- 6 I REQUIRED. DEADMAN BLOCK j • � " ., .. REQUIRED WITH 3 10 8",6" FL x MJ ADAPTOR CONCRETE BLOCKING —�� " PRECAST CONCRETE VAULT WITH 2 3 "x3" HINGED SHACKLING TO TEE ui 10 ASSEMBLY 10 x10 " x8 TEE FL. STEEL PLATE COVER. OUTSIDE DIMENSIONS ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES 8" ASSEMBLY 8 "x8 "x6" TEE, FL. SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES ELAN 6" ASSEMBLY 6'x6 "x6" TEE, FL. 4'- 8 "x7' —O . (EQUAL TO PIPE INC., OR UTILITY VAULT 2 AND TEST COCKS. AND APPROVED CROSS— CONNECTION WITH 57 -7L —B, 2 3'x3' DIAMOND PLATE DOORS) _ � CONTROL ASSEMBLIES PER D. S.H.S. LATEST APPROVED LIST. 10 ", 8 ", OR 6" GATE VALVE, . FL.x MJ, WITH INDICATOR POST. TOUCHREAD PITLID SENSOR _ DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. INDICATOR POST VALVE SAME SIZE " " " MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, V; AS DOUBLE CHECK VALVE 6 ,4 OR 3 GATE VALVE (FLxFL) NON- RISING STEM W 10 ", 8 ", OR 6" FLANGED COUPLING ADAPT (MUELLER CO. OR EQUAL). WITH HAND WHEEL EQUAL TO MUELLER CO.A- 2380 -6. " " COVER EQUAL TO OLYMPIC FOUNDRY CO. EQUAL TO ROMAC. " " .• 3 4 REGUDLAR BASE OSECTONIOLENGTIH V < <� 10 8 OR 6 DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. TO FIT. a VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090) a 6" OR 4" (FLxPE) CEMENT LINED w v, DUCTILE IRON PIPE CLASS 52 6 4" OR 3" GATE VALVE F� N !� /""1 a (FLxMJ) EQUAL TO MUELLER 0 3' -6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY CO. A- 2380 -20. PACIFIC WATER WORKS CO. INC. F �Z _ F77 -1 W a NOTE: 3,. „�, I 1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING 12" AROUND 14" 36 TO 42 0 I 2. 4 IRON CEMENT LINED " AND LARGER BENDS AND TEES TO BE CAST 6" OR 4" PExPE CEMENT UNED M _4 12" DUCTILE IRON PIPE CLASS 52. rn _ ., C LENGTH TO FIT. 'aid 3. TEMPORARY SUPPORT SHAH BE PROVIDED UNDER C .4 6" PIPE VALVES AT THE TIME OF INSTALLATION TO CENTER 6" OR 4" FLEXIBLE FLANGED a 18" FOR 10" ASSEMBLY _ 2'_6" 3' -2" FL. x SCREW THE PIPE IN VAULT OPENING. AFTER COMPLETE COUPLING ADAPTOR, ROMAC OR 17 112 ; FOR 8" ASSEMBLY INSTALLATION REMOVE THE TEMPORARY SUPPORT APPROVED EQUAL. 18 112 FOR 6 ASSEMBLY I AND INSTALL CONCRETE SUPPORT PAD OR 6 ",4" OR 3" COMPOUND WATER METER (FL) PADS OR ADJUSTABLE >!: EQUAL TO SENSUS SRH COMPOUND METER WITH 7' -2" ADJUSTABLE PIPE SUPPORT. TOUCHREAD PITLID REGISTER do SENSOR. PIPE SUPPORTS. 4. INSTALL GALVANIZED LADDER FOR ACCESS. REDUCE AT METER WITH 4 "X3" FLxFI a NOTES: CONCENTRIC REDUCER. SLOT BOTH SIDES do CLEAR ACCESS OPENING o ffii V-1.1 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND DEADMAN BLOCK SHALL BE DESIGNED BOTTOM OF VAULT 6" 90' BEND FL. BY-PASS DCVA MUST BE TESTED SATISFACTORILY AND INSTALLED SO IT BEARS AGAINST _ 2' -11 " BY A DEPT. OF HEALTH CERTIFIED BACKFLOW SUFFICIENT UNDISTURBED EARTH SO AS TO ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED SUPPORT THE DESIGNED THRUST. NON- SHRINK 6" MIN. DRAIN TO GALVANIZED STEEL LADDER TO CITY OF RENTON WATER UTILITY ENGINEERING GROUT (1YP) DAYLIGHT OR STORM DEPT. PRIOR TO ACTIVATION OF NEW LINE. - DRAIN SYSTEM WITH �, , � _ _ GENERAL NOTES: o CATCH BASIN OR MANHOLE 6. INSTALL. BRASS PLUGS AT ALL TEST COCKS �� Y O ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT Y O,� `a COMPACTED FOUNDATION GRAVEL END VIEW �i `'� SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR INLET OUTLET - l ) + PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE d PRE CAST \� REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. I THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH �� -��0� DMDER W OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH N a a CLEARANCE SHALL BE A MINIMUM OF 12 " FROM THE ENDS AND THE SIDE Y W NTS CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD NTS TOP OF MANHOLE COVER, 611 V A DETAILS). 3 watel' Meter _._ - 13 -1 FLUSH W/' ADJACENT x o GRADE (TYP. 3) PLAN O ° O 8 E FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 z 3" VENT. SEE PLAN OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 - 18" TO 20" BEHIND BACK OF CURB GREASE INTERCEPTOR NOTES . FOR CONTINUATION " AND MUELLER SUPER CENTURION 200 WITH 6 MECHANICAL JOINT oR 12 BEHIND BACK of SIDEWALK GAS TIGHT MANHOLE FRAME 6 INSPECTION TEE a INLET WITH LUGS. " THAT IS ADJACENT TO CURB & COVER, MIN 24 "0 I.J., PVC TYPE PIPE (TYP3) PROVIDE CLEANOUT BOX Q 5 -1/4 MAIN VALVE OPENING. TWO 2 -1/2 HOSE CONNECTIONS 1. INTERCEPTOR do MANHOLES SHALL BE RATED FOR H2O LOADING. ADJUST TO GRADE (TYP 3) NATIONAL STANDARD THREADS. 4 PUMPER CONNECTION CITY OF 2. SEAL ALL PIPE PENETRATIONS W/ NON- SHRINK GROUT OR CAULKING. VAULT SHALL BE Is � - _x -_ — ' I I 1 .1 1 - A v w SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD TWO - -PIECE CAST IRON VALVE BOX WITH LUG TYPE FLEXIBLE Al Q " " COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD WATERPROOFED W/ COAL TAR COATING OR EPDXY, OR UTILITY DEPT. APPROVED EQUAL. CONNECTOR ' '' _ _ _ ' 4. ' '' X 5 STORTZ, ATTACHED WITH 1/8* STAINLESS STEEL CABLE. a v 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE O TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE 3. FIXTURES SERVED: ONE COMPARTMENT SINK, ONE DISHWASHER, 1 FLOOR RECEPTOR. (TYP) • - - - - - PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE MAX 4" DWG BR46 ; PAGE B090). 4. STRAIGHT PAINT No. 43--655 SAFETY YELLOW OR APPROVED EQUAL. ) INTERCEPTOR SERVED: PER APPENDIX H OF UNIFORM PLUMBING CODE MIN 2" INTERCEPTOR '' M PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. RAISED PAVEMENT MARKER TYPE 88 A8 NO. OF MEALS WASTE RETENTION STORAGE SIZE ! '' , FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. SIIMSONITE TWO -WAY BLUE. PER PEAK HOUR X FLOW RATE X TIME X FACTOR - (LIQ. CAP.) LIQUID 7 to Uf) LO � � L] Ln N �oOO Q a o o c� LEVEL .4- '1 °' 'J) `" °° 0p " 42" MIN CONCRETE BLOCKING L 200 X 6 X 2.5 X 1 3000 GALLONS . Ln Ln � BURY •' 3000 GALLON GREASE 6 MIN. no C> c� r� a a .� CONCRETE BLOCKING % 5. SELECTED INTERCEPTOR: MINIMUM 3000 GALLON CAPACITY • • ' INTERCEPTOR, PRE CAST 6. CONTRACTOR SHALL VERIFY WRT ELEVATIONS PRIOR TO BEGINNING WORK. 4" '' 12" MIN (TYP) 4• ',° ' CONCRETE TANK MIN. N UTILITY VAULT 112 -GA Q 7. MANHOLES do CLEAN OUTS SHALL HAVE WATERTIGHT LOCKING LIDS & CONCRETE COLLARS. F 1- A • - - - - � MIN. 12w COMPACTED 8. DIMENSIONS SHOWN ARE APPROXIMATE, AND MAY VARY DEPENDING ON MANUFACTURER. o CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. 9. CONTRACTOR RESPONSIBLE TO VERIFY PIPING INVERTS AND ELEVATIONS OF GREASE - r� �_ N N�_ w PEA GRAVEL BENEATH V 6 GATE VALVE (FL X MJ) INTERCEPTOR TO ALLOW PROPER OPERATION. 4 " MIN. - � AWWA C -509, RESILIENT SEAT oc - 10. CONTRACTOR SHALL OBTAIN INSTALLATION REQUIREMENTS FROM AHJ AND MEET ALL OF THEIR 2/3 LENGTH 1 /3 LENGTH NTS REQUIREMENTS. Grease hercoor E _ SECTION t i L, r w w 6 DUCTILE IRON PIPE, CLASS 52 N 16 x 8 x 4 MINIMUM CEMENT LINED, LENGTH TO FIT TWO , 'C Y 4 CONCRETE BLOCK 3 4 STEEL TIE RODS. SEE STD C, �� C. A SHEET M _ UNDER F+rORAr� ti o Kennydale Elementary School o�TAIL FOR TIE Roos. lozz �� TER N DEEM w •� »oo NE zetn su..t, Renton, We ,T COVGNLINPOR LV �., a i t" 1/3 CU. YD. WASHED DRAIN ROCK (3w TO 3/81 � N � A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y a o n' n WATER AND 413 PINE STREET - SINTE 300 P: 206/343 -0460 FIRE HYDRANT ASSEMBLY NTS SEATTLE, WA 9e1 ol F: 206/343 -5691 .;;�'�4�' �w� dire "ed, D� ass �� S R DET �t I1los coo so Ga./ st S% ow 00 r r 4 NJ "1111iiCl ton c o i 1 Z CL oz 0 J a I A OOC Q Q N I I o�C v S 0 r � 0 n 3/4" SQUARES SPACED - 3/4" 2r -0„ AS INDICATED - HT. 1/8" 0 0 CONCRETE a D 11 CLASS 3000 - 0 -� 1/2r, CONCRETE BLOCKING SIZING PROCEDURE Go to Table 2: Table 2 glues the safe bearing bad for Bond and gravel. 3,000 lbs. /sQ. f1. _ - Go to Figure 1: figure 1 indicates the position of the concrete for blocking the 90' bend. .�, � O 0 D p D 1,_Or, A. NE 4 p The amount of concrete required to onchor horizontal bends, tees, and - Go to the specifications of the project and find depth of trench (h) = 4 feet V 4 C7 p p 1" dead ends depends on the strength of the soil. The methods of placing - Width of trench (W) = 3 feet concrete to keep the joint accessible is shown in Figure 1. The area in With the above assembled information, we proceed to the final calculations. �- �--- 4 - 3/4" square feet of concrete which must bear against the side of the trench Q 9 W z COVER TO READ 'sEWEP" �• 120 is found by dividing the thrust in pounds shown in Table 1 by the safe _ Am of tontrete (�) : Thru� 21360 Sale 9eonnq load - 1000 ' 7.12 sq fl. RAISE -1/2 bearing loud of the soil as shown in Table 2. � T 1- t1Y = IN RAISED LETTERS WIDE BORDER lino of rhnm Dock (Mm) = p!"� ""c' " Nee w c~i3 ¢ = FIBER JOINT PACKING " �'01KTNJ" 2 M va 1 " B. RITERIA 4 - Z 4 - 2.o n w N z oWC ,. 1. The sizing procedure is for horizontal or downward thrust only. _ I DO 1w Z �O OC 10 2. Height of the thrust block must be equal to or less than 112 the depth _ °iP"' °f c0^Cf°fe n Bloc* (0c) Z 9„ from the ground surface to the block base. = rr� of Trench in Fat (w) - We* Diometa of Pipe (d) 3 - 0.75 3. The thrust block bearing face is approximately rectangular. 2 ' z 1.13 ft. CAP >- � a5' (1 /8) BEND g pp y o Z .� 8 `3 4" PIPE MATERIAL =PVC SDR 35 4. The concrete blocking shall be as per APWA Specification 74 -2.14. Area or Concrete 22-1/20 Lli Z - Maxaw langth of Thrust Mock (tin) S (bight of Concrete Y ti 1. 1/4 - 11201 2„ 5/8„ � SYMBOL � - t.t2 = F ; : d = Outside Diameter of Pipe in Feet 2 0 3.56 ft. T =Thrust in Pounds at the Fittin (Table 1) - ReWed knount of concrete - (Ha�lc x Depth x Lan9tf,) , 0.03704 2 -7 8 4 - g Load in Pounds /gSq. Ft. (Table 2) _ ►, x Lm . Dc x o.o37a W x •� t SBL Safe Bear�n ( ) IW h =Depth of Trench in Feet O W = 7 �, � Width of Trench in Feet ' (2.o x 3.� x t t3) x o.03�a • 0.30 cu. _ A = Area of Concrete which must bear against the Side of the Trench in Sq. Ft. TABLE 1 7 -3 4" Hm =Maximum Height of the Thrust Block ri feet W i Dc = Depth of the Concrete Thrust Block to Bearing Surface in Feet f- Lm = Maximum Length of the Thrust Block in Feet 8" ac NOTES: _ - 2 „ �. _ ___ _ 1. IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -0" SQUARE 15 � � o CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. PLUG TO BE SEALED CAST IRON IRON RING_AN COVER -�- � --T--- IN SAME MANNER AS MAIN SEWER JOINTS. 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING O AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. _ NTS GROUND suFAcE V < SaMay Sewer Clvemoiut h ` �� +; d C1 IV Hm= 2 z Y SANITARY SEWER BLOCK BASE 0 o NOTES AND SPECIMATIONS �� Size Pressure PSI Thrust at Fittings in Pounds Tees 90' 45' 22 -1/2" 11 -1/4" Dead Ends Bend Bend Bend Bend 3" 300 2,120 3,000 1,630 830 430 4" 300 3,780 5,370 2,910 1,470 750 6" 300 8,500 12,000 6,510 3,320 1,700 8" 300 15,100 21,360 11,550 5,880 3,020 10" 275 21,620 30,570 16,540 8,430 4,330 12" 250 33,930 48,000 25,950 13,260 6,780 14" 16" 250 46,200 65,370 35,340 18,030 9,240 18" 225 45,250 64,000 34,620 17,650 9,050 200 50,900 72,000 38,940 19,860 10,180 20" 90 200 62,840 88,900 48,080 24,520 12,560 24 200 90,480 127,980 69,200 35,320 18,100 30" 200 141,370 199,960 108,150 55,140 28,280 36" 200 203,580 287,950 155,740 79,400 40,720 450BEND TEE `" 0 900 BEND [--� ° I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH 11-1/4 Z •- RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT w l 3 WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL 1�1 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF FIGURE 1 �1 0) CONSTRUCTION PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST RENTON CURRENT STANDARDS. EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 3. All LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS NOTE: FOR CONVEX VERTICAL BENDS BLOCKING D. CALCULATION EQUATIONS SEE APWA STANDARD PLAN NO. 73. Q, RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE = Thrust In Pounds _ T DEPARTMENT FOR THE PREVENTION OF ON SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 1 • Area of Concrete (A) 04 C 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR Safe Bearing Load (In Pounds /Sq. Ft. SBL ° THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 2. Maximum Height of Thrust Block Hm = Depth of Trench in Feet _ h � ( ) 2 SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE - 2 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE (Width of Trench in Feet - TABLE 2 PERMITS PRIOR TO ANY CONSTRUCTION. FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM 3. Depth f Concrete T _ Outside Diameter of Pie In Feet) W_d SAFE BEARING LOADS IN LB iSQ FT p o Co c ete hrust Block - 2 _ � 2 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING Area of Concrete A THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 4. Maximum Length of Thrust Block (Lm) = HORIZONTAL THRUSTS WHEN THE DEPTH F R Q OTHER PLANS. Maximum Height �Am 0 COVE OVER THE PIPE EXCEEDS 2 FEET. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR 5. Required Amount of Concrete (Cu. Yd.) = x Depth x Len th x 0.03704 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DUCTILE IRON CLASS 50. = g) SAFE BEARING LOAD �Height Hm x Lm x Dc) x 0.03704 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED E. EXAMPLE 211 J. PER S . FT. SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2. roblem: *MUCK, PEAT, ETC. 0 PROFESSIONAL SURVEYOR. � SOFT CLAY 1,000 Calculation of the amount of concrete required to block a 90' bend in an 8 SAND 2,000 C.I. water main-, the normal operating r - U 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH p g p essure in the pipe will be 65 psi and the soil SAND AND GRAVEL 3,000 OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM condition in the area indicates sand and gravel. SAND AND GRAVEL CEMENTED WITH CLAY 4,000 Y DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO 2. Solution: HARD SHALE 10,000 O Y THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. -� - Maximum testing pressure (See Table 1) = 300 psi. = 0.75 ft. *IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR ' - Outside diameter of 8 pipe = 9.05 in. = 9.05/12 TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK w - Go to Table 1: The testing pressure of 300 psi, we see OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT a a that the thrust on a 90' bend is 21,360 pounds. STABILITY TO RESIST THRUSTS. w a X � m � a Suduy Seww Notes NTS o Thr G 6 REQUIRED PAVEMENT RESTORATION r, �� ust Table PER CITY OF RENTON TRENCH 2 BEEHIVE STRAINER 2 OPEN PATTERN, RETURN BEND RESTORATION AND STREET OVERLAY SAW T SEALAN UT (TYP) AR4000W APPLY REQ'S JOIN 2" GALVANIZED IRON PIPE FIELD LOCATE a 1 " NIPPLE Q 12" TO TOP AND TACK COAT CUT OPENING AS REQUIRED 18" CLOSE LE SURFACE RESTORATION MIN TO SIDES EXIST PAVEMENT AFTER INSTALLATION, GROUT 1" UNION j 1" NIPPLE Iw- AS SPECIFIED I SURFACE - _ _ AROUND PIPE. 1" UNION 17 "x28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND a o - MOUND 4" MIN ,� � N -- -- - 2 "x2 "x1 " TEE PLATE COVER EQUAL TO FOG- lit METER SEAL CO. N0.2 ,LO fit, CNArS1/101 D.I. PIPE DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS 1" CLOSE NIPPLE �, i METER BOX. FIELD LOCATE. NEAT -LINE TRENCH (TYP) WHEN PIPE CASING CASING SEAL BETWEEN TEE AND BEND 1" BRONZE GATE VALVE, SCREAM EQUAL TO RED -WHITE VALVE r CORP. FIG N0.280 M GRAVEL BORROW" PER DEPTH IS LESS THAN 4 FT CASING SPACER WSDOT STD SPEC 9 -03.14 SPACE TO BE COMPACT TO 90� OF MAX CRUSHED SURFACING -TOP 1 90 ELBOW 60MIN U3 a © o cd� DENSITY 4' MIN COURSE" PER WSDOT STD SPEC SAND FILLED �� ;- D.I. PIPE j _ : _ __ _ _-_ _ - -_ - -_- - -- = -- -_ =--- - �( I I I I I I , _ _ ,� -- i COUPLING COPPER TO MALE IRON PIPE -FORD C28 -44 OR EQUAL. 9 03.9'3). COMPACT TO 95% 2p �� CIrS1Mi� - --� -- - -- . �--� -- - - - - - - -- 1- - _ -- 2" GALVANIZED IRON PIPE 1 TYPE 'K• SOFT COPPER Tt181NG - o� ►•-� ,� CO CO r_ � � MAX DENSITY, SEE NOTE 2 _-`� fi-- -- -- r -- - -- -- �� , � - -�� •� 11-4 i � I I I I i I rl I - > o o c7 � o : J BENCH AS NEEDED FOR .a . •GRAVEL BORROW" PER WSDOT ! i CASING SIZE PER PLAN n fn i 18 LONG 12" MIN. 1" IRON PIPE THREJID CORPORATION STOP ,c -' SHORING OR TRENCH BOX STD SPEC 9- 03.14. `� ` � � � -�� U WITH 90' BEND FOR COPPER. FORD TYPE (TYP) WHEN DEPTH IS 4' 2. COMPACT TO 95% OF MAX -�-- CASING SPACER ` 1 - -� - - -- -- -- - T -- - -- - -1 2 CAP WITH 1 /8 MOLE FOR DRAIN. ,. F 1000 PACK JOINT CTS. ,` 1 -' \�_ __ J� _ _ - -- _ _ _- _ 1 GALVANIZED IRON PIPE TO FIT AND GREATER DENSITY, SEE NOTE 2 _- ; i •BEDDING MATERIAL - - - - -__ - - --- - -_ -- -_ - __ -_ -_ _�� 1" 90' ELBOW WASHED GRAVEL, PASSING 1 -112" AND RETAINED 1" COMBINATION AIR RELEASE & VACUUM VALVE, Z ON I/4" MESH FOR DRAIN SCREWED. APCO NO. 1430 OR EQUAL. 0 1/2" CLEARANCE BETWEEN PVC CASING AND END OF BELL OF D.I. PIPE DOUBLE STRAP SERVICE CLAMP a SEE E 1 NOTES: NOTE. WITH 1 PS TAP TO FIT, EQUAL T COMPACT TO 95% OF MAX AIR AND VACUUM RELEASE VALVE ASSEMBLY SWILL BE INSTALLED AT HIGHEST POINT TO MUELLER CO. N DENSITY I. EXTEND CASING TO A MINIMUM OF 20' ON EACH SIDE OF THE CROSSING. NTS OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, I�NPAVED AREAS PAYED AREAS �$ PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE . 1. CASING - SIZE AND MINIMUM DIA OF CASING SHALL BE SHOWN ON THE ASSEMBLY CAN BE INSTALLED. `* fi Ar er�d Vacuum Valve AM" 12 -� MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE m - * 300 FOR PIPE UP TO AND INCLUDING 12' NOMINAL. DIAMETER. CONTRACT DRAWINGS. HOWEVER, THE CONTRACTOR SW4ll BE RESPONSIBLE 73 � V Q m * 00 PLUS 16• FOR PIPE LARGER THAN 12• NOMINAL DIAMETER. RESPONSIBLE FOR SELECTING THE THICKNESS CONSISTENT WITH HIS OPERATION. �� C. AO Kennydale Elementary SHEET 3. CASING SEAL - MINI M School 2 �, Z � WHERE TRENCH IS PERPENCKCtxaR TO TRAVELED UwES, BACKFII.I � My 3/ 16 THICK, SHEET TYPE SYNTHETIC RUBBER COUGHLI 4 ; =. ,L P�, Fuu DEPTH WITH _ H STAINLESS STEEL BANDS. N PORTER LUNDEEN Fw • 100 NE 28th street, Renton, Wo UJ C) W CRUSHED SURFACING TOP COURSE. WHERE n c a a n A CONSULTING STRUCTURAL AND CfVX OCANEERING CORPORATION TRENCH IS PARALLEL TO TRAVELED DINES, BACKFIII THE TOP �► 13 PINE STREET -SUITE 300 P: 206/343 -Of60 4' OF TRENCH TO SUBGRADE WITH CRUSl�O SURFACING -TOP � NTS SEATTLE, WA � 101 F: 206/343.5691 .'as " �• t WATER AND Z COURSE. SUITABLE EXCAVATED MATERIAL MAY BE usEo PRIM" 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. Trefd • l`s�rE�� 11P5 S R DETAM nor- F =4 W;, f A. f a 4" 41 N� M 0 a c rtjj i 0 M w a CL 0 x to 8 C=) I � r O O I 1 r- 40 O O cr V � TEMPORARY 2" GALVANVED PIPE o AND 2" GATE VALVE 1 � r, 0 FINISHED GRADE ELEVATION O IC? �- Z Cn w ? 3 FT MIN. COVER (10" DIA AND UNDER) ~ _ M INSTALL 2" PLUG ON TOP OF BLIND uj Cn Q � FLANGE AFTER REMOVAL OF POLYPIG Cn w W N Z w UJ O Z w NEW WATER MAIN POLYPIG Z Q Z Z w Y U- 1. SIZE OF VERTICAL CROSS SHA[ I BE THE SAME AS SIZE OF THE MAIN. O 2. VERTICAL CROSS (MJxFL). z " IL 3. ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP AND 2" TEMPORARY 3 BLOW -OFF ASSEMBLY (REMOVE BLOW - -OFF ASSEMBLY AND INSTAL[ 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG ") . C 4. ONE BLIND FLANGE ON BOTTOM OF CROSS. ♦ ( ) + 21 z 5. ONE PLUG (MJ) ON END OF CROSS. 'A'�,� � ° 6. CONCRETE � N � � O _ C E 0 W 7. ALL DEBRIS AND POLY- -PIGS SHALL BE REMOVED NTS O FROM VERTICAL CROSS BEFORE DISINFECTION OF NEW WATFR MAIN. VE PO ' RM a Cl- Q) 0 wz a Y a0 0 z E-4 W C rn C 11 o Ce a z � 0 a a ao m Cr ►= N 8 � a- Q I� 0 m to Ln to Ln Ln Ln Ln d 0 0 0 O o o© o M ►h u*) co co r- O 1 7 •- N N N --- I I I I I I A to to '-I- t) N cV 0 0 0 O C> CD o- Z 0 �In W Cr 10 S 325& 12 F tJ C• A Kennydale SHEET Ln LAJ �V m m n 4� �► Y Cr �_ COUGH LIN PORTER LUNDEEN w �' »00 NE 28th 8tr..t, Renton, W. r g a ui zo L �, A CONSULTM STRUCTURAL AND CIVIL ENGINEERING CORPORATION y1 i$mo�a 413 PINE STREET - SUITE 300 P: 206/343 -0460 WATER 91 SEATTLE, WA 9e101 F: 206/33 -5691 ;i�'�r J 4 C5612 assn SEWER DETAILS xplt 15 u1/ .d3, .aW6 cv S %✓• 3ZSirop0 cap 11ROLL 2 0.0 F IR 3. 1 41 4 N C �z MC PLO >_ f o N 1 � X31 8 9 O. (n M aW a • Z R wu V W a Q) wz N p p E4 Z F4 t C UN C �I C U N it L-CONNECT TO EX 12" WATER H a 0 1 1 10 GATE VALVE (FLxMJ) � �Ij 10« 22� 117 BEND (MJ) & 0 1 10 45 BEND (MJ) z � •►."•- •.•«• A W THRUST BLOCKING Aw +� 16 t- sz� ? Lod �? f-sv C? 0 = Q W O • Z R wu V W a Q) wz N p p E4 Z F4 t C UN C �I C U N KNEW FENCE z45 240 xis 230 RIM- TO GRADE IE= 233.15 6• Wffi RIM- TO GRADE IE= 231.90 235 F I ■ 1 I , v_r (TYPICAL) 11 LF 10" CL 52 DI CL L52 DI .54 LF 10" CL 52 DI 49 LF 10" CL 52 DI 84 LF 10" CL 52 DI 4 100 CL 52 DI CL 52 DI 10" 8" TEE 121 LF 10" CL 52 DI I 1 KafYIEWIC'� PI NE ' c; ...10 "X GALE VALE FLxMJ _ ......o 0 10 VERTICAL BEND MJ) ( ) CONNECT EX 2 METER 235 ( o .� 10" ADAPTER FLxMJ ..... .... ... ....... :.. ..... ..... .:..... :. . . W� THRUST BLOCKING v ( ) "' TO NEW 10" MAIN « " IL *C__4 8" GATE VALVE (FLxMJ) oo 0 10 45' BEND (MJ) 10" 45' BEND (MJ) �o ST�4 tv ♦'7 Z W/ THRUST BLOCKING " Wi THRUST BLOCKING W/ THRUST BLOCKING EX 8 SS �— 10 " 22 -1 j2' VERTICAL BEND (MJ) 10 22 -1/2' BEND (MJ) W/ THRUST BLOCKING " 10 22 -1 /2' BEND EX 12" W W/" THRUST BLOCKING 52 LF 10 CL 52 DI — .. " HRU BLOCKINGMJ) 230 1 AIR VAC W/ THRUST 5-1/4" HYDRANT ASEMBLY 10 "x6" TEE (FL) CONNECT TO EX 12" WATER (1) 10" GATE VALVE (FLxMJ) 100 GATE VALVE (F[,YMJ) 1 ) 12 "x 10- TEE (FL) �(�' 10 VERTICAL " 1 O ADAPTER (FLxMJ) S BEND (MJ) 2 10" GATE VALVES (FLxMJ) o GATE V MJ 10 LF 20" Zr CASING W. THRUST BLOCKING Wj HRUSTLBLOC BLOCKING 1 10" GATE VALVE (FLxMJ) ;" la s Z 2 10" SLEEVES (MJ) �, SEE DETAIL 10 TEE (FL) THRUST BLOCKING W C5.11 ; 0, a 10" ADAPTER (FL x M J) S-A to +v' /o fi40 FINISH GRADE i L r,Sa NE 20 Sa'e�t �� o a" GATE VALVE (FLxMJ) . W,' THRUST BLOCKING � cv,AYmLL.vN a S' A-" owl /w G EXISTING GROUND � EXISTING BUILDING TO BE REMOVED s i 6"a it L-CONNECT TO EX 12" WATER H a 1 10 GATE VALVE (FLxMJ) �Ij 10« 22� 117 BEND (MJ) & Z 12" S1FEV�S J1�,;) �� " 1 10 45 BEND (MJ) z � •►."•- •.•«• W THRUST BLOCKING Aw +� 16 t- sz� ? Lod �? f-sv NOTE.- z m FILL AND COMPACT ROADWAY PRIOR TO FINISH GRADE AND x PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. _2 0~ ►- N a Q W Q �a x Q } M i 000coa ca o o a o 0 0 N N N O V) ail _j LLJ MF k �.- p m W _' Ct D C/r o��wt� x5 m a.zCx_ o o V riy n CiT Z KNEW FENCE z45 240 xis 230 RIM- TO GRADE IE= 233.15 6• Wffi RIM- TO GRADE IE= 231.90 235 F I ■ 1 I , v_r (TYPICAL) 11 LF 10" CL 52 DI CL L52 DI .54 LF 10" CL 52 DI 49 LF 10" CL 52 DI 84 LF 10" CL 52 DI 4 100 CL 52 DI CL 52 DI 10" 8" TEE 121 LF 10" CL 52 DI I 1 KafYIEWIC'� PI NE ' c; ...10 "X GALE VALE FLxMJ _ ......o 0 10 VERTICAL BEND MJ) ( ) CONNECT EX 2 METER 235 ( o .� 10" ADAPTER FLxMJ ..... .... ... ....... :.. ..... ..... .:..... :. . . W� THRUST BLOCKING v ( ) "' TO NEW 10" MAIN « " IL *C__4 8" GATE VALVE (FLxMJ) oo 0 10 45' BEND (MJ) 10" 45' BEND (MJ) �o ST�4 tv ♦'7 Z W/ THRUST BLOCKING " Wi THRUST BLOCKING W/ THRUST BLOCKING EX 8 SS �— 10 " 22 -1 j2' VERTICAL BEND (MJ) 10 22 -1/2' BEND (MJ) W/ THRUST BLOCKING " 10 22 -1 /2' BEND EX 12" W W/" THRUST BLOCKING 52 LF 10 CL 52 DI — .. " HRU BLOCKINGMJ) 230 1 AIR VAC W/ THRUST 5-1/4" HYDRANT ASEMBLY 10 "x6" TEE (FL) CONNECT TO EX 12" WATER (1) 10" GATE VALVE (FLxMJ) 100 GATE VALVE (F[,YMJ) 1 ) 12 "x 10- TEE (FL) �(�' 10 VERTICAL " 1 O ADAPTER (FLxMJ) S BEND (MJ) 2 10" GATE VALVES (FLxMJ) o GATE V MJ 10 LF 20" Zr CASING W. THRUST BLOCKING Wj HRUSTLBLOC BLOCKING 1 10" GATE VALVE (FLxMJ) ;" la s Z 2 10" SLEEVES (MJ) �, SEE DETAIL 10 TEE (FL) THRUST BLOCKING W C5.11 ; 0, a 10" ADAPTER (FL x M J) S-A to +v' /o fi40 FINISH GRADE i L r,Sa NE 20 Sa'e�t �� o a" GATE VALVE (FLxMJ) . W,' THRUST BLOCKING � cv,AYmLL.vN a S' A-" owl /w G EXISTING GROUND � EXISTING BUILDING TO BE REMOVED s i 6"a 5- 325`07 C.AO COUGHLIN PORTER LUNDEEN �w � •� A CONSULTING STRUCTURAL AND CNN ENGINEERING CORPORATION h ' 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 94101 F: 206/343 -5691 c�fs�01VAL �� ROLL 2 00 FIR 342 Checked for Compliance to City Standards fii I_ Kennydale Elementary School 1700 NE 28th Street, Renton, We WATER AND SEWER PROMILES rj 0 10 20 40 SCALE HORIZ 1* = 20' VERT 1" = 5' SHEET C5.20 r s. d✓'- 3 215"o7 14 it L-CONNECT TO EX 12" WATER 1 12 "x10" TEE (FL) 2 12� GATE VALVES (FLxMJ) a 1 10 GATE VALVE (FLxMJ) �Ij 10« 22� 117 BEND (MJ) & Z 12" S1FEV�S J1�,;) �� " 1 10 45 BEND (MJ) z � •►."•- •.•«• W THRUST BLOCKING Aw +� 16 t- sz� ? Lod �? f-sv NOTE.- z FILL AND COMPACT ROADWAY PRIOR TO FINISH GRADE AND x PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. 5- 325`07 C.AO COUGHLIN PORTER LUNDEEN �w � •� A CONSULTING STRUCTURAL AND CNN ENGINEERING CORPORATION h ' 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 94101 F: 206/343 -5691 c�fs�01VAL �� ROLL 2 00 FIR 342 Checked for Compliance to City Standards fii I_ Kennydale Elementary School 1700 NE 28th Street, Renton, We WATER AND SEWER PROMILES rj 0 10 20 40 SCALE HORIZ 1* = 20' VERT 1" = 5' SHEET C5.20 r s. d✓'- 3 215"o7 14 L C3 q C3 O o O w 1- "D n LU z_ C:� w c ¢ 22 LIA C1 W N Z Q J Z Z UJ Lij :5 } Qi! Of LU O z z Y � F $ � zo W SY Zz F€ 7 =�3 e g= 41, W O In s Loo N E2 E2 Es m 0 i SEE DETAIL c .I6 Qj 6° SSLO R-WTO GRADE-- RADE - IE= 38 36 SEE DPTAIL ,' p (1) 6° 45' BEND (MIxFL) (1) 6" 2211/2' BEND (FLxMJ. . (1) 2 rL SPOOL W% THRUST BLOCKING N: t 91791.82 1303369 71 PIPE X ING _ 6" WTR T= 239.6 6" SS CR 238:63 ' PIPE X ING i 10" WTR E-238,6 8" SD CR /237.5 (1) 4' 45 BEND (MJ.FL) (1 4' 212/1/2' BEND (FLxMJ) I1; 2 F)_ SPOOL W/ THRUST BLOCKING 11:191 X97 24 E: t 3 0713 6 1 00 (1) 10' 45' BEND (MJ) WJ THRUST BLOCKING N:141804.36 E: 1303352.94 T J 73 LF 10° CL 52 DIJ i PIPE X NG nzn cn \ o j 1 SW T 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN MATCH LINE - SEE SHEET C5.02 •� �eC�e . � 60 ./ - 1 PT 6" TAPPING GAT LV FL MJ) 6- SS IE 29 %4 N11428ST6LOCKING SEE R ICMOEC 301 N-191428.04 N TO U N i E:1303390.34 LF 6" S @ 22.0% 6" SS IE- 239.34 O i SEE MECH'L PLANS O O \ `NO FOR CONTINUATION s @ 1� (` / /`\ ` 5- •• 5- \ - WATER -fPSEMEidT-itj'-CITY OF P.EMON- ..._____ �. �� 25 LF B" SS @ 7 ., ,LgO \-F. 6 / / i j SS M. ' - . / - 40 OFF CURB - - -- - SEE5 ET /4" FIRE HYDRANT ASEMBLY < CONN C 6 .SS - / DETAIL I I i .III j 236:15. " / 'L 0� .. 10 I g5 '191452.72 - 8" CI - E1303390.34 \ to � 6 °45'..BEND (MJ) E ;._ THRUST BLOCKING- / ' -/ ::.. t \. a. _ 11:191735.82 ... �,. -. / .. 25 LF b; CL 52 DI / .. I Ih6� PIPE X 7NG I i E1303349-51 \_.__-' ._.�._._ --- -- 6" WTR<IE 24450 I I E PPE X -ItJG / /GO fi1� db "'`'-"- SS CR (ASSUMED)=.2 OOt1 f i - 5° WTR IE- 233,5- 2 6" SD C5,235.94} /. _. _.. .LtVS+ r_� CL`_?<: Z�! cAEl -k 1 6' DDCVA BAC / qv SE = sib c. SEE DETAIL cs�!6 c V�el�v -rte. P'7.10 c: q�iRQ`}'Atuvrta PER GOR 16 LF 6° DI CL52..- r 1 LF 4° DI CL52 C- EEFTfR COORDS - -! S I I I ( I.- I� N 1'9'1727 30 11 LF`10' CL 52 DI 1100 L 11:191752.77 _ J -1303301.35 PIPE X -ING - 4 WTR ]E= 238.5 6' S�SRM 237.15 i ,•0' ( E1303332:03 - -. -\ 1 10" GATE VALVE (FLxMJ) t� 6 GATE VALVE (EuMJ) Jf E:7303312.95 $ „ >6cI III 5 LF 10 CL 52 DI (FL) SPOOL CONTROOR TO PROVIDE TRENCHING 4110 BACKFILL ' 1 I x ?" T°< <FL; ..: .. .: ) FOP- AS "LINE " {1; ' GATE VALVE (FLxMJ)Q 1 N 191726 98 �-- ..s. I CC_ O W • ! �- �� I t7f�' �-. E.1303308.56 AS i _ ��__ '`� = �;:- \._�..`- ,r„ -��. -� •- �.-- ..-. -. O 0 20 SCALE 1 " =20' Call before you D19. 1- 800 -424 -5555 UNDERGROUND SEPVCE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 3300 SEATTLE, WA 98101 (206) 343 -0460 SURVEYOR ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET `EDERAL .JAY, 'NA. 98003 (253). 838 -6113 (t).5 -1 /4° FIRE HYDRANT ASEMBLY SEA DETAIL ip: CAS SERVICE LOCAT ON - _ _ - I I 7117. t(,191722.18 .t6 - - -T L1303293.4 1$0329310. .rs �- i - - - y ----------------- - - - - -- 4 LEGEND T, - - - - - -- - - - - - - - - - - -- - I ---- - - - - -- - - -¢� LIGHT ASPHALT PAVIN�- I' EXISTING REMOVE PROPOSED u (i) 10" 22 BEND (MJ) ti I r ' L L W/ THRUST BLOCKING - _ (t) 10" GATE VALVE (MJxFI). N:191741.77 -• N:191731.29 E:1303301.35 E:1303306.46 3° DOMESTIC METER 14 LF 10" CL 52 DI DOMESTIC WATER PIVA CENTER COOP,DS N:191736.39 E:1303327.87 SEE DETAIL 05.74. I END 3" BRASS DISK !, CONC- 0 BELOW GRADE (04 -07 -2004) F END 1 -1/2" BRASS DISK 0.9' F D 6 /80`WRE0BA�0REtJ CONIC �/�/, { I IN 4" SO CONC MON T( (04 -07LOW G NE301h Slree! - LS 23613 1999 11_89'0438" W 1178.78' 0.6' BELOW GRADE -ft - - _ -11 (04 -07 -2004) FOUND 3" BRASS N 89'04'38 W 1178.76 R -lij DISK IN CONCRETE 0.6' BELOW GRADE C. H 4j\�PRk48 /20' � CID, J ' \ ss o (04 -07 -2004) A 4 f !0 W 7 Vs 0 i a�`r" FOUND LEAD AND TACK �6s £�Bqs /S8K'7 �00xd 1' 7 \ ✓ IN 3" SO CONC MON H/ "446 iS 0FB f,SAf`M�"\Op� •ci \ �' 0.5' BELOW GRADE nI I Ec<� 07S 0, ki UgfO� I s (04 -07 -2004) A OpRqNgTfS \ 'T C�", ° INDEX PLAN L/AL Y � <D � LALCULATED R -IU NE28th reef �. N 1323.24' FOUND REBAR AND CAP I w FOUND 3" BRASS DISK (CRONES ITS 29531) IN CONCRETE 0 5 BELOW GRADE CITY OF RENTON j' 266 M N (04 -07 -2004) END COPPER TACK IN 5" DIA CONIC I n 02' BELOW GRADE (04 -07 -2004) I BASIS OF COORD'S AND ELEV CONTROL PLAN a FOUND MONUMENT IN CASE -, NOT TO SCALE CITY OF RENTON POINT 1839 I �� HELD PUBLISHED POSITION !Y % I - - - - - --- - -- - -- -- HEAVY ASPHALT PAVING ' GAS LINE - -. - -- -GAS - WATER METER /VALVE /FHm'. '. 0 wt- . CONCRETE PAVING 'I _ STORM CB /MH BUILDINGS SANITARY SEWER MH /CO _ ' •.. /F .. ;�'�_ - - - -- // I i1 RIM I. :31 _ anD h -- T AS-BUILT RISER /MH -I.3! GRAVEL a (� eu.a:e"p I'�q. TREE W/ PROTECTION , - II - -- CURBING CONSTRUCTION LIMITS 1. ,ice I 1 ROCKERY - : � J ti_ C: P°_ NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN -.. COMBINED DETEMION AND .. 1 '' _ TOPOGRAPHY - -- C.O.R. TRENCH RESTORATION AND OVERLAY DETAIL STREET ° .'. R ;.,'.. .. <.,.,.. WATER QUALffYPOND.. ° - I : .. - WATER LINE -•! --- SHEET �' 1- -P.I ;e a3 a. ;3eLn STORM DRAINAGE LINE--- S.' ..___ NOTE: FILL AND COMPACT. ROADWAY PRISM TO FINISH GRADE It 73411 s' CPP : tic - _ STORM DOWNSPOUT PIPING : �� PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION IE ?2a 10 W ......... _' '"" ,c26577,�j Q4 o sslONAL � - SANITARY SEWER LINE- -s=- -- ROLL 204 POWER - - -. -- -P TELEPHONE LINE -- - - - ---- -T- ' GAS LINE - -. - -- -GAS - WATER METER /VALVE /FHm'. '. 0 wt- . - - STORM CB /MH rte.. �AtV SANITARY SEWER MH /CO _ . 04 GAS VALVE /METER . -. AS-BUILT RISER /MH a (� eu.a:e"p I'�q. TREE W/ PROTECTION , - - -- CONSTRUCTION LIMITS x Px 4 t_ 08 # € , R a ai ti o Ao Kennydale Elementary School SHEET COUGHLIN PORTERLUNDEEN � 7, 1700 NE 28th Street, Renton, Wa A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET -SUITE 300 P. 206/343 -0460 : �� gj, A�T WATER AND C5.01 SEATTLE, WA 96101 F: 2061343 -5691 ,c26577,�j Q4 o sslONAL � SEWER PLCilal I��. EXPIRES 01/23/2006 - AV" '�S - �00 gCANNED OCT,, 2 7 2006 K�`0'2 i i 5 so pool gi `J J w2 W I. oa °¢ °< m J O c? = o U w cn O I- W ULJ CD cr7 =? jE CO wizLU W N Z S W W O C1 J Z Z W K CJ Z Z "- W zo � U O z z LL 0= a z� 1E, = o O t �® co Hy rywa a r OK a a o � nd < �2 o �w � z =5 YE o i m �>n i o N G 0 SW 114 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN MATCH LINE — SEE SHEET C5.03 52 LF "10" 52 nl NOTE: �", \� \ \- 'i i - - - - - \-\ _ - \ K 1. r I I I •� CONTRACTOR TO POT -HOLE WATER LINE \\ 4 �� I �j 1 - T I AND SEWER LINE -AT LEAST 72 HOURS i PRIOR TO, WATER LINE TRENCHINi iZ 20 LF 10" CL 52 DI 10 LF 20" DI CASING SEE DETAIL ip _ _ • �.;�r' 21 10° VERTICAL BENDS if •�.r I - "I ,I t V 0 10 20 4 SCALE 1'=20' Call before you 1- 6700 - 424 -5555 UNDERGPOUND SERVICE (USA) OWNER - \ \ \. F....._ .. _ .. - --- �. n - .I RENTON SCHOOL DISTRICT #403 - -- 1 - 1220 NORTH FOURTH STREET RENTON, WA 98055 a WATER• EASEMENT TO CITY OF RENTON 22-1/2' BEND (MJ j � "' `�. i j - ENGINEER ___ __ T, W THRUST 9LOCKING - -: -. ._- .._. _. _ ..: - -- - - - 6 - -. - 1 W ` COUGHLIN PORTER LUNDEEN 1LLyy�� N:19180436 .:- / � rl� \ \ \ � .�' !..- - �. � e, �u"N ' z ,az e'.c� NN f` 413 PINE STREET, SUITE 300 E-1303607.23 - _ \ .. - \\ ) o J� E aal 3a !E' } SEATTLE, WA 98101 r -- - ~ - - -- \ . ' • %� i I.'� I A RIM 2 30 (n'PE 1) ( ) 43 -0460 � 206 3 _ •. r -`,\ , - - -- _ -- -- S,A- RIFd:2!.II ✓ones.` SURVEYOR \� 228 S. IAI� _ - r S LCC • SA_ESM CONSULTING ENGINEER \ (1} 5 1/' F E HYDRANT ASEMBLY 1 •. : - // �I\. 20 .348TH STREET APIPE X -ING = t 13<i3590 1 I o SEE DETAIL 1p r' N FEDERAL WAY, WA 98003` . T i0" WTR IE= 238.67 ic�S - C(�`:- ) i ,. 4 RIVA'247.76 -fttPE I) ) LL c N 191730.41 v I 'I I� [ l ofi 6' CPP E. 253: 838 6713 E: 303558t!)5- W<Lt 8" L 52 D! 1 10" GATE VALVE (FLxMJ) i1' /, j L) 8" GATE VALVE (FLxMJ) `I,. [ W/ THRUST BLOCKING ` , ¢ S3) BOLLARDS ( P) N:191804.36 / - .- - E:7303558.02 I T.D.P. - O.. C4 si Iii 1 15.0 WATER'EASEMEM TO I �. - _ �I'I]] I (1) 7-� t Myxr� G = r.. ) THE CITY OF RENTON - g � 1) CAF YV f 'f?372i1S:i- 5LQJ%L �r� � 243.00 _ O a LEGEND `- - , 4" 45' BEND (MJxFI I - -- _ -- �•/ "/':i/ 'S�r.`�'1� ' Ci�+- 1o�nn.,{lfc ,I4Ij : 1 - 'f' ' G REMOVE. PROPOSED 4" 22 -1/2 BEND ( FLxMJ ) EXISTIN 2 FL SPOOL I f F- W/x THRUST BLOCKING x : �I o - � t ,. G.. `; / spa_ `4✓ t vnw� fo" '`\ ,�I. _ 'l.. � �. LIGHT ASPHALT PAVIN �• E:1303431.87 \i r o `'`� - - jc� _ / ydx"x moo"- icaa7>£: 2%i- 3,:.50 �I - �. 1 HEAVY: ASPHALT PAVING - x ! .r = I •_ }. '"1, '�.'-�.__ ., /• '.ic = X32. I �' I J:(, r ` 7 6P ni z 1 1 6 45' BEND MJxFL I ` cf�arc"t Sz (7avE.!'•To � ce, CONCRETE PAVING - i \ ( ) `I 1 10 VERTICAL BEND 6 22 1/2 BEND (FLxMJ) i 1 2 FL SPOOL W/ THRUST BLOCKING N:191791.49 \ 1" AIR VAC - { SEE DETAIL I� 1 2 C3.11 ' CONNECT EX 2" LANDSCAPE ' METER TO NEW 10" WATER LINE ADJUST EX LANDSCAPE WATER METER TO GRADE 10 "x10" VERTICAL CROSSING (MJxFI) aSTi olit sn.y� TT7 Sle.�;. � ��.� ' / r�.� I �.. x8° �_ .. --- i) 10" BLIND FLANGE W/ 2" TAP & 2" PLUG 1) 10" PLUG (MJ) W/ 2" TAP & BLOW OFF BUILDINGS 1 W/ TEMP BLOCKING .., �.. ". PIPE "k - -ING - ' - c. .- ` xix �L- ��-.>L =- .:� --'`•- '""'ice. -\ - 1 - 1.90 ' S SCO 1 CONNECT -:TO EX SSMH IE 227.40 VERIFa' -I- `I. i I'� I '� I \, c' GRAVEL - 04 p `Y WTR 7. - 8" SD OR- - I.. ,•.. J 8 SSCO r� '- SEE- DETAIL :- '.; TO- GRADE- - SEE DETAIL 2 : PRIOR TO'CONSTRUCTI ''I' N:791440:38 -,. =• - ..; (7J •.,r..: IW I al y4 1�'T2 I -y _ Oil >i .,w.rx..+Ftoi_� CURBING - ROCKERY { fOnaa Lees I - r 5 F 8° S E.7303453:66p BLOCKING & BLOW OFF AND CONNECT ,I ^a7'g10,ll LP3, D t" 7• ,. I _� a .. TOPOGRAPHY _. WITH 10° SLEEVE (MJ) & 10° SPOOL /� ,; , „ ,. 4 DOMESTIC SERVICE _ __ _ -- - - -. -= --- "_ .-._ - SEE MECHL F NS- FOR CONTINUATION. -- 1 ° �- _ STUB -SEE MECH'L KLAN / FOR CONTINUATION IE =. 233.15 DEAL A r 8 "X6" LF 8° ' s ...' ,,. �:,,.. _ - /REDUCER- ,,,- - -' "_ -10 LF S :SS ®32.0... '.. /' I- a , ,. T, i I. 1 I 10 : . I( ,;. 7 : i . I CONNECT TO EX WATER: , SEE DETAIL A � I WATER.., LINE -u' -- - „�� F'�r . ' -• _ �\ - 7 LF 6° 52 DI PIPE.X/ -ING __. / PIPE A. / '. ° (i }: ",10 22-1/2' :BEND,Md L ,.. ,.( THRUST BLOCKING — — " -':_ NOOOOOOE I 1, - 1.363 -,T :I '•_ - -� � '1 I --- --F- -7 . , ; ": � , �: N:19142814 I E 1303433:34 7 � 1 .STORM' DRAINAGE LINE —S -- . - I` �- .CL .. - FIRE PRO LINE TO FOG ,. `. 6. SO /CR - 240,83` ��` 6° SS, 2 .•55® 6 �.1JSAii. F.xt>' N-191471.15� --' :130343'3:34 x'.43. LF 70" -- � -_ !, I ,`Itp �' .._ STORM '�DOWNSPOUT 'PIPING ' SEE MECN'L PLANS FOR CONTINUATION �' ` "� ,." - / ; - `' ��E 'L$ RE :c- aa- /. 3p110, .�2 DI` " D ",,' I , I�fI ! ;Q �t PIPE X INO II SANITARY SEWER LINE _ -� - -- " :..' _ ...:.:'. �' \ ';:, .• :I: , 6 � / C n v, i 6•GtjO / I 52/ /' SCANNED OC 1 2 7 2006 I I �I J.. 10° WTR CR - 244.46 :.. 7 ! Iii s :I" SS CR (ASSUMED)= 225:03 POWER: _`f " _ P � MATCH LINE - SEE SHEET 05.01 r 6 TELEPHONE LINE - T -- —T— 3 T�� ' GAS LINE —c —GAS- 10 "x10" VERTICAL CROSSING (MJxFI) (1) 10" BLIND FLANGE i) 10" BLIND FLANGE W/ 2" TAP & 2" PLUG 1) 10" PLUG (MJ) W/ 2" TAP & BLOW OFF WATER 'METER /VALVE /FH. l :'- W/ TEMP BLOCKING ` REMOVE CLEANING "POLY -PIG" 0 x`''' �. A,"RMT ' w "�, SANITARY SEWER MH /CO '- G,AS. -VALVE /METER r o EXISTING 12'• DI WATER EXISTING 12" DI WATER 04 p TELEPHONE RISER /MH T TREE W /' PROTECTION { fOnaa Lees CONSTRUCTION LIMITS AFTER ALL TESTING, CLEANING, CUT IN AND DISINFECTING REMOVE TEMP (1 12 "z10" TEE (FL) BLOCKING & BLOW OFF AND CONNECT /� (2 12" GATE VALVE FLxMJ (FLxMJ; WITH 10° SLEEVE (MJ) & 10° SPOOL /� (1 10" GATE VALVE FINAL CONNECTION DETAIL TESTING DETAIL 2 12" SLEEVES (MJzMJ) 2 12" SPOOLS (MJzMJ) DEAL A SHEET oFF W/ THRUST BLOCKING INDEX PLAN i 4 t 4K 1. T WATER 'METER /VALVE /FH. l :'- ` STORM: CB /MH 0 x`''' �. A,"RMT ' w "�, SANITARY SEWER MH /CO '- G,AS. -VALVE /METER r o ®. • 04 p TELEPHONE RISER /MH T TREE W /' PROTECTION { fOnaa Lees CONSTRUCTION LIMITS y IXPR. S'd 55�o yn / tiN po ' �rj Kenndalc Elementary Sch ®ok SHEET Q: ®ia�1L�NPORTER��N ®�� „�� F'�r . 1100, NE 28Th Street, Renton, Wa A CONSULTING STRUCTURAL AND .CIVIL ENGINEERING CORPORATION ESTREET SUITE 300 P: 206/343 -0460 SEATTLE, WA 981 01 F: 206/343 -5691 . 5L 7�7 p' 7 � 1 C5.02 O , ssN S;�YIO' DD IO N26Ar I -. -. FJ(PIRFS 01/23/2606 �a S -5zswq SCANNED OC 1 2 7 2006 It � C LL s o000 s _ N <mN� °n°<°< R s c d A J t[7 O ° p p U m > r v Cwn z t- o wcn¢ z W � � Q J m Q w � z w w O Q UU LU r � O Z c� Z z w p Y C3 = 2 F > o J ' _ v =- 0 �Z 9 ® 3 E- P—I 1�1 a O✓ Y+d c a m' a � a o � i a a w Q 0 m o j Fiji - r E "7: I P I 'N o! 24 I DI `.\ E 2,11 ' 24 / / 1F, / RIM 'W.61 (TYPE IE 238.7711 8 CPP �P. I �Rtl 241 E 29.213 I a 20 C SCALE i Call before you D1,9. 1 -800 -424 -5555 UNDERGROUND SEP.)4CE (USA) OWNER RENTON SCHOOL DISTRICT 1403 300 SW SEVENTH STREET RENTON, WA 98055 - ENGiNEER. '� -•., COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 ,7- (206) 343 -0460 z j i, SURVEYOR' I h ESM CONSULTING ENGINEERS LCC Gi� / / - - - - �. Tj �, ( 720 S. 348TH STREET , ` / FEDERAL WAY, WA: ET b i / e / 1 _ - - - = _I RIM 24 .22 (P� I) !en� E P a I` 7 (253). 838 -6713 ! �O > n8 ' / / '-� \\ FIH ? 103 ?3aISI I. Ci'P LEGEND �� ••V —RIM 73 64 .y. /// /� i' rl 1 rynK I :. �-i � EXISTING REMOVE PROPOSED' Y , LIGHT ASPHALT PAVIN r' RIAi >348' 'YPE 1) CONIJET TO EX WATER ' -, _ - HEAVY ASPHALT PAVING 00 4# SEE Dt,.,''L ) /- / -1 ;I >;- 1 / ! - I: 1 n��lil CONCRETE PAVING. N:19782054 05.03 Y 4 1303725.$3 .� S% ::_., fi, / h BUILDINGS. I - -- � F_y 111 GRAVEL _ (1 12"x6 "TAPPINGTEE(>_ -i: ,.iifl ;�-i- -- -- r„ -a r - �, 68�•�/ �..�j' ,;,,•�" / ,(1; 6" TAPPING GATE VAL�AJ) '�. "',. i .Itf - �-7. CURBING: ), i W/ THRUST BLOCKING:'at IT c - -. - -'+ .�- -� E - - / ,,✓ ' r N:191437.89 �,;�., ROCKERY _ m 01 E1303710.50 Za.. I I jl:. I ;'{ bl" 0 OGRAPHY ��WATER LItJE ; �� 15.0' -WATER EASEMENT TO THECITY OF RENTON I 1i - STORM DRAINAGE LINE - -ri I.. STORM DOWNSPOUT PIPING / Y -1/4 FlREHYDRANTASEMBLY _ I ?I•' 1 G j l CL5243.00 ':130371 0.50 I I POWER _P_ SANITARY SEWER LINE —3:— S DETAIL - N 91458.06 C5 10 2 I /'E^3 6 / 10 "x10" VERTICAL CROSSING (MJxFL) �1) 10' BLIND FLANGE 1 10" BLIND FLANGE W/ 2" TAP & 2" PLUG (I� 10" PLUG (MJ) W/ 2" TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY- PIG" -A FML CONNEC11ON DETAIL ° DETAIL A ® EXISTING 12" DI WATER z j -►'I 10' WATER METER /VALVE /FHES _ _c_ in N-r AFTER ALL TESTING, CLEANING, _ STORM CB /MH. AND DISINFECTING REMOVE TEMP INDEX PLAN BLOCKING & BLOW OFF AND CONNECT WITH 10" SLEEVE (MJ) & 10" SPOOL FML CONNEC11ON DETAIL ° DETAIL A TESTING DETAIL W 2" TAP &TEMP BLOW OFF SEATTLE, WA 98101 F: 2061343 -5691 / W/ THRUST BLOCKING wr I i Y 2`0`4: 1 I:'_ RI TT�A`'ssroxal i los SEWER PLAN . EXPIRES Ot/23/20Q6 %b'B� q -uselu SCANNED OCT 2 7 mm 1 MATCH LINE 1- SEE SHEET C51.02 TELEPHONE LINE — -- GAS LINE = -- —T— —GAS- . WATER METER /VALVE /FHES _ _c_ in N-r _ STORM CB /MH. P) INDEX PLAN SANITARY MH /CO - V ® • T �a GAS VALVE /METER TELEPHONE RISER /MH � �l T ` PAS :961.:0 TREE N!/ PROTECTION - EXISTING 12" DI WATER;, 'I CONSTRUCTION LIMITS b co 1 12'xx i (( 10" TEE (FLFL > i I .iti �-AO n Iennyd�al'e Elemetary. School SHEET - - (2 12" GATE VALVES (FLxMJ) I� Q (1 10" GATE VALVE (FLxMJ) �+I 12" SLEEVES (MJ) ;. COUGHLINPORTERLUN®EEN :4`T' 7Fi3y� +Q� � yf' .r -,` , _ _ 1700 NE' 28th,Street Renton, W'a 2 10" SPOOLS (MJ) €2 1 10" PLUG (MJ) o A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET -SUITE 300 P' 206/343 -0460 t � WATER AXT.Q If TESTING DETAIL W 2" TAP &TEMP BLOW OFF SEATTLE, WA 98101 F: 2061343 -5691 / W/ THRUST BLOCKING wr I i Y 2`0`4: 1 I:'_ RI TT�A`'ssroxal i los SEWER PLAN . EXPIRES Ot/23/20Q6 %b'B� q -uselu SCANNED OCT 2 7 mm 1