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Home My WebLink AboutzS-3473SetSE 3 -23 -5 FOR CONTINUATION SEE SHT. 5 a O a PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhilLcom 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT NO, REVISION BY I DATE I APPR D..i 0 SGa 6: vEarva w.w sae t "-20' N°Po20NlOL N6D 1983/1991 � °NE INCH DATUM ar ruI u. scaLC I 6 N °i DNE SCAT£ kCCOPDING NCLY AL M CITY of RENTON Planning/Building /Public Works Dept. STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A SEWER PLAN AND PROFILE NE SUNSET BLVD PAGE: 0 SEES- .3 FOR OON�N, to \. N C C C � o c GA 0 GA °Z N U 3 DR PS ` A D Y ` NO W ES � 10 Z m` G� Z m ' v \ I \/ o G m �1 �1 \ a � C SE 3 -23 -5 CB RIM = 410.50 IE= 406.40(E)l 2 "CONC IE= 406.40(W)l 2 "CONC IE= 406.20(E FULL OF DEBRIS)8 "PVC 8 -PVC CONNECTED TO EX. 15 -PVC W/ CB CONTRACTOR TO PROTECT EX. 8- GRAVITY 1- 15 -X8- PVC WYE EX. SSMH 221 FOUND PUNCH IN RIM = 415.11 CB 2 -8 -PVC SPOOLS, LF AS REDID. SEWER DURING 8- FM INSTALLATION RIM = 413.23 BRASS DISK IN IE= 412.67 (E)8 "CMP RIM = 414.60 1 -8- ROMAC PVC CPLG. IE= 405.30(N)8 "PVC CONC MON /CASE IE= 412.71(W)6 "PVC IE= 411.90(E)10 "DI 1 -8 -PVC 45' BEND IE= 405.28(5)8 "PVC IE= 412.20(W)6 "PVC STALL CONC. BLOCKING PB 4'TALL LAUREL 4' TALL HEDGE SSMH LAUREL LP ® FIELD AVE NE RIM-41516 14 PI 1.5'H BRICK Q - IE= 406.51(N)8 "PVC WALL .: WM wm Wm(2) _ RIO EN LIS Wm 1 -WM __ - - ' oo a 8 - - __ __ - - ss _ - - - -- __ ___ __ �s, - - - -- i -- �- • ? - - -- - - - -..' 483 LF 8- PVC�C900) FM � '_ � - "- -___ -. <12+ ss ss i ss� ._ =s -. ss - -__ss _s, _ ss�( ss -- -- ------------ -------------------- - - - - -- O - 0 00 _ S _ -_ - _ \ \\ ► -- [' - -�. 1 `i —i— - 1 13 +00 -- ss—� -i - -s I _ ` _ _ t - ss — - I �_ �� 0� ss —ten -- a _.�_�_ -___ 14�h — F � 15 � 1- -- ` CONST. BASELINE s ° — _ �� - fn �FO PUNCH i IN BR 5 DISK IN GONG IC s4 NEIGHBORHOOD Lpkf WATCH SIGN 1.5'H BRICK CS WALL RI M=411.21 IE= 406.71(W)12 "CONC IE= 406.81(NE)6 "PVC �EX. SSMH 218 RIM = 410.81 z a BRICK - MON. TO BE SURVEYED AND REPLACED IN ACCORDANCE WITH SPECS. CB RIM = 415.13 IE= 410.93(N)12 "CONC IE= 410.93(W)8 "CMP IE= 411.03(E)6 "PVC 4 TALL LAUREL CB RIM = 414.58 IE= 409.98(N)12 "CONC IE= 409.88(S)12 "CONC FULL OF DEBRIS /COLLAPSED: IE= 409.78(W)10 "DI I E= 409.78(E)6 "PVC THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 4'TALL 12 "PI LAUREL REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION 38087 FOR CONSTRUCTION RECORDS ONLY STONEGATE LIFT STATION CONVEYANCE F'riLL MJL,� „ -, SCALE 1 - =20• E. } CITY OF 20 0 20 40 RWB RENTON IMPROVEMENTS DISH ac ucx DATUM SCHEDULE A ovnxc „� Roth Hill, LLC Tel425.869.9448 www.rothhill.com (FEET) ” �-I Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT . NO. REVISION BY DATE APPR FIELD AVE NE -'E'° 5 019: 5- 3g7305 � y LLI _ _ nwm WMI °PG.. LLIN ILK • Wm P T —G— a G� BRICK �I�II PB-" CB RIM = 415.13 IE= 410.93(N)12 "CONC IE= 410.93(W)8 "CMP IE= 411.03(E)6 "PVC 4 TALL LAUREL CB RIM = 414.58 IE= 409.98(N)12 "CONC IE= 409.88(S)12 "CONC FULL OF DEBRIS /COLLAPSED: IE= 409.78(W)10 "DI I E= 409.78(E)6 "PVC THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 4'TALL 12 "PI LAUREL REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION 38087 FOR CONSTRUCTION RECORDS ONLY STONEGATE LIFT STATION CONVEYANCE F'riLL MJL,� „ -, SCALE 1 - =20• E. } CITY OF 20 0 20 40 RWB RENTON IMPROVEMENTS DISH ac ucx DATUM SCHEDULE A ovnxc „� Roth Hill, LLC Tel425.869.9448 www.rothhill.com (FEET) ” �-I Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT . NO. REVISION BY DATE APPR FIELD AVE NE -'E'° 5 019: 5- 3g7305 SE 3 -23 -5 STA. 18 +34,15'LT FO nog g7(5E118 c NC E (EI 7647 7 4 a 408.72 ) C742 1 -8' 22.5' BEND (MJ) \E, 409 97(N)18 pZ IE =408.72(W)16 "CONC \E= is SS MH _ MH R\M °4 8 44 15 PI o i IE CTR =4 97 59 \ IE- 4R 41(NE 89 1E CiR -40 �' .29 \v IE_4112. 30(SE)8' FO U NG PV OGK 14"PI v i� E C1R 8412.48 01VO � /N SR'j NO EO 0R pNG \MVG PBO "I -� -' 70 Sp /Cg55 R B/ \N \N G _ / e 272q 5 f,427. zs(S ......y' 212 LF h C� /R ♦ ♦ ♦♦ �j� /f ICI _ s., -:mss T 8 -VC SC900) FM 0 WMy' 55(N196 "C'NC OM A _ S 9 +00 01 / _ - ___ ♦ ♦♦ - � I � I MON • •� I s 570 s ft low M A0 Z 0 _ /` o/ _ C � 1 .. ♦ -. • r ♦ ♦ s ♦/ ♦ • � . 5D - W O;i� ••• • G f/ � 0 •• / V �'I _ Moo °� ♦•♦ a� sD- NG /� \. - - 3� 8 �i•• , sY `� i' / _� CB TYPE\ G\ ` `\so_ Ci �O (w / �f' - '� 3 ♦ ♦• • �s DO \ �G� COMx� 1E =408. RIM -47772 ;� p f� �� f / ♦♦ k ice' ,- x 62(S 18„ a ✓ - 4 \' \ x- FENCE IE =408. ) CONC i� co C M ♦♦•• - ss � o c��j 65' W00 IE= 408.52(E)16 °GONG �pJRG� - � /iV4 _ � ••♦ • ♦ ♦� �� tr- r � /� /�� + SOMA C SDMH .� - • ,"�/ ¢13NG RIM= 423.58 �/ ♦• ♦♦• S' X ��w /� - - \ / ® 1R9� \g "GO G IE= 416.68(SW)16 "CONC vs, ♦• - �� 4078 18'CON IE= 416.68(NE)16 "GONG M \ ♦ \ w' \E= t Ni sy� W a te♦ ♦ • � \y / o E 4��g1�SE)1a GONG EE 44667885N)12 "CONC ♦} ♦♦ �/� \ ♦♦ X53- s , Op ., -�� ••♦ 1� k�0 s �� RM C6 i ♦ }♦ hs' / ' \ / / GB IE =479 74 N -423 04 / r C6 _ - ♦ ♦♦ �� gym- I r G / 4��aG IE= 479.14( W)72'CONC o R144-4 ' ♦♦• ssi �� i r sr P R \M�'GON IE- (SE)12,.CONC r % l 1E�4 27.55 ♦ ♦♦ /� / w -- V '\ :�' Ni�6 GONG - 479.34(SW)8 "CMP / 1£- 423 "25(S ♦♦ �� / 40a0'I lsh2 ,GON \ .54(NE)6 "PVC / 1f; 423 25(NE 6 C0 ?,' - • ♦♦ sY a _ - 9 �� G 7E =419 23 k')1 \ \ ♦• ♦ ♦♦♦ ,4 may- / �w �wMv /O AF-o4 �a 81�6i60 r 25(SE)6�p�CNC i s MALI( T X 0 n •(r n 4- of WA REVISED TO INDICATE CONSTRUCTION RECORDS �' REVISED BY: TERRY VAN WECHEL ` A oav q' DATE: AUGUST 15, 2012 P,RECrsrrgE CONTRACTOR: SHORELINE CONSTRUCTION SS /oNAL EN FOR CONSTRUCTION z 0 N K 3 0 N m m a z 0 a SE 3 -23 -5 I � MB pd UA�g i ti- • m ' RIE 448 85(5)12 CMP FIELD AVE NE I I 6' WOODx FENCE NE OF z 1 I I � 4 CEDARS I I I CB 46211 ,CMP �RE49 51 �NW)6..PVC 5 RIV462 95 RIM= IE °454.25(NE) IE= 454.350) 6'DIAM PB 14'DIAM HEDGE P 'w LAUREL iV i lII WM /T L MB _p0om0e00� L 12"P _$PVC - � 396 s� z. D -----mac _ - s -. M �- _ _ -_ v� _ - CO � WM _� _ _ �WV_. -v. -- 2TR� eOk VALVE BOXES �--•• -ON � 46221 Fu. \N M' RI M2, CMP W� G� LAUREL P ®,,CE 9 "SP IF B. 1( 9)12"C MP IE =458. 41 ((SE)6--PVC FOUND PUNCH IN IE °4 DISK IN 58. 2 BRASS MON/CASE GB 44928` GOO R \M° NE) G CONG \ 445281 N,12 CM E=423 25C THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. STA. 24+34,9'LT J PS 1 -8" 22.5- BEND (MJ) REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION I \ to .!Z* SS �y r BOX�o00 e0-I' r"9< e\ a .,'Li 0/� °OS 2J �o0 92(c8s2 O 8" GV:MJxMJ w/ 2TR� eOk VALVE BOXES 000 \ e0��000. ao ♦ �C♦(Cg p0 i 7� r.♦ _ ♦ 6 "PVC CASING NTH 2 -PVC VENT PIF FROM AIR -VAC TO SSMH 5303 -230 aF WASyt 38087 FOR CONSTRUCTION RECORDS ONLY STA. 25+66,13'RT—� SINGLE AIR /VAC ASSY NO. 1 (SEE SHT. 27) 13 LF -8 "PVC (C900) FM---- i i i i o SCALE JE 1"=20' CITY OF STONEGATE LIFT STATION CONVEYANCE wnaox" ,� ,� �L F'rilLL zo 0 20 ao mve RENTON IMPROVEMENTS DSH as ixul DATUM SCHEDULE A .,.., Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ( FEET Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT ° N0` 01 Np1 NO. REVISION BY DATE APPR FIELD AVE NE Q&'-5-347307 00 ' CV �, UU I" SS Z J U i FOUND PUNCH IN BRASS DISK IN �GONG MON /CASE CB RIM = 464.49 IE= 459.69(S)12 "CMP IE= 459.69(N)12 "CMP CB RIM-463.97 IE= 461.47(S)8 "CMP SDMH RIM = 464.21 IE= 459.71(E)12 "CONC IE= 459.81(NW)12 "CONC IE= 461.21(N)8 "CMP 1 20TH ST 5'TALL LAUREL TWM - - 2 iSLS W SRS -- - y_ WVS CONST. BASELINE L uoo: NE & SE 3 -23 -5 FOUND PUNCH IN CB BRASS DISK IN RIM = 446.57 CONC MON /CASE (.03 S OF CALC LINE) IE= 443.57(S)8 "CMP IE= 444.37(N)8 "PVC SDMH RIM = 446.95 IE= 442.55(W)l 2 "CONC IE= 442.35(E)l 2 "CONC IE= (N TO CB) UTILITY DITCH (PWR, PHONE, CATV, GAS) WM W ?X - v - -__ SDMH RIM-444.01 IE= 437,61(N)I2 "CONC IE= 437.61(W)12 "CON C IE= 437.51(E)l 2 "CONC IE= 438.01(N W)10 "CMP CB RIM = 443.24 IE= 440.44(SE)12 "CMP W Z LU Q - -F- -_ %27 +00 -sD -- -sD S_. I - -._ -- p __- SD Sp - / WV V I-- -_ - - -- 4ti0- _- __sD__ ° - ___ -_1 ___ I -__ -- __ - -. -v ___ "p �L CV -T-- _ - r- s- - - - - -- -..- ss - - - -- >s----- ss------- ss - - - -- - I--=- !---=-- I--- _E� -SD -_s -- - -D �_ - -- -sD- - -s - -. ., - - - -- + MBA i SD ( - t -29+ ________________________ I _- - v.l - -I- p ,7 F w- - .......... ............. ____ _53_9_LF_- _8 "_PV_C_(C_90_0)_F_M /I ss --- ss - - - - -_ ss- _ ___H___ s I- - -sD - -- ->D - -- s _ _ _ 1 364DO _ ____ _ �/ . h -SS <n s - SD ... -- __ - _ L'I 1 ss _ - -s THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT ID D BY THERS P_ P- 10 "MP 10 "BI SSMH SSMH RIM = 457.05 RIM = 464.16 IE= 446.35(W) IE= 455.96(E) IE= 446.15(SW) IE= 456.16(W) IE= 446.25(SE) UTILITY DITCH IE= 446.25(E) (PINK, PHONE, CATV, GAS) CB RIM-456.27 IE= 453.17(E)12 "CMP J IE= 453.77(SW)6 °PVC REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION 38087 OF ERRONEOUS INFORMATION PROV E O -- FOR CONSTRUCTION i4' RIM= 446.54 SSMH SDMH RIM = 444.04 1 - LLf RIM-455.26 IE= 433.54(W)12 "CMP UTILITY DITCH IE= 431.04(N) ' IE= 433.54(E)12 "CMP (PWR, PHONE, - IE= 450.96(S)12 "CONC IE= 431.24(S) ^ I I a i IE= 450.86(E)12 "CONC CATV, GAS) IE= 431.14(W) M I I CB CB RIM = 455.69 RIM = 443.28 IE= 451.69(N)12 "CMP IE= 440.44(E)12 "CMP Q I IE= 451.89(S)12 "CMP IE= 441.28(W)6 "PVC _ IE= 451.89(W)8 "CMP IE= 451.99(E)6 "PVC O 2 RECORDSONLY -- -- 1 - ......... ... �:::: .... ......... F__.[ ......... ......... ......... ......... .' - r , �I , ... 7FF . .. . . _I . . . - � . .... ... ... ... a SCALE I. 1 " =20' "°@ °"`°' ss: CITY OF STONEGATE LIFT STATION CONVEYANCE R F'riLL 20 I zo ao R"H RENTON IMPROVEMENTS - wuw. DsH I DATUM SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °�D F I . a<INCH Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT �,�I„a., NO. REVISION BY DATE APPR NE 20TH ST U6: 5-3g73C>$ T ..�. _....�........... C, S _ - -S._ 31- F,OpSID - -I C�- ...... �......... s- _ _SS___ w J sD. - -s�i .......... .. .. �� ss __ J M SD- ., __ - -` .�....� .. . .. .............. U __ -_ - ..... I I I - - - - - -p ,,. i ' l -- _ - D -__ s SD I PB __ \�- -DD r - LSD -�i �__ -SD � SSMH 10 FR -JP -" � RIM= 449.62 � P_�P _ h., IE= 439.62(E) �O IE= 439.72(W) S C6 i4' RIM= 446.54 SSMH SDMH RIM = 444.04 1 - LLf RIM-455.26 IE= 433.54(W)12 "CMP UTILITY DITCH IE= 431.04(N) ' IE= 433.54(E)12 "CMP (PWR, PHONE, - IE= 450.96(S)12 "CONC IE= 431.24(S) ^ I I a i IE= 450.86(E)12 "CONC CATV, GAS) IE= 431.14(W) M I I CB CB RIM = 455.69 RIM = 443.28 IE= 451.69(N)12 "CMP IE= 440.44(E)12 "CMP Q I IE= 451.89(S)12 "CMP IE= 441.28(W)6 "PVC _ IE= 451.89(W)8 "CMP IE= 451.99(E)6 "PVC O 2 RECORDSONLY -- -- 1 - ......... ... �:::: .... ......... F__.[ ......... ......... ......... ......... .' - r , �I , ... 7FF . .. . . _I . . . - � . .... ... ... ... a SCALE I. 1 " =20' "°@ °"`°' ss: CITY OF STONEGATE LIFT STATION CONVEYANCE R F'riLL 20 I zo ao R"H RENTON IMPROVEMENTS - wuw. DsH I DATUM SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °�D F I . a<INCH Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT �,�I„a., NO. REVISION BY DATE APPR NE 20TH ST U6: 5-3g73C>$ C, M 31- F,OpSID -I Ssf, 1 f w J Z I J U I I i4' RIM= 446.54 SSMH SDMH RIM = 444.04 1 - LLf RIM-455.26 IE= 433.54(W)12 "CMP UTILITY DITCH IE= 431.04(N) ' IE= 433.54(E)12 "CMP (PWR, PHONE, - IE= 450.96(S)12 "CONC IE= 431.24(S) ^ I I a i IE= 450.86(E)12 "CONC CATV, GAS) IE= 431.14(W) M I I CB CB RIM = 455.69 RIM = 443.28 IE= 451.69(N)12 "CMP IE= 440.44(E)12 "CMP Q I IE= 451.89(S)12 "CMP IE= 441.28(W)6 "PVC _ IE= 451.89(W)8 "CMP IE= 451.99(E)6 "PVC O 2 RECORDSONLY -- -- 1 - ......... ... �:::: .... ......... F__.[ ......... ......... ......... ......... .' - r , �I , ... 7FF . .. . . _I . . . - � . .... ... ... ... a SCALE I. 1 " =20' "°@ °"`°' ss: CITY OF STONEGATE LIFT STATION CONVEYANCE R F'riLL 20 I zo ao R"H RENTON IMPROVEMENTS - wuw. DsH I DATUM SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °�D F I . a<INCH Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT �,�I„a., NO. REVISION BY DATE APPR NE 20TH ST U6: 5-3g73C>$ am 430 420 410 NE & SE 3 -23 -5 s� 4 xis SDMH RIM = 441.25 IE= 430.55(S)l8 "CONC i IE= 430.35(E)18 "GONG �✓ CONST. BASELINE IE= 430.35 8" `s CS RIM= 441.21 a 14 "PI IE= 438.91(S)8 "CMP –� REPLACE EX. CB o� �;� STA. 32 +76,7'LT w/TYPE 1 CB 1 -8' 45' BEND (MJ) CID NE 20TH ST IE= 428.91 (8-s) !/ / �� i1LF -8• PVC (0900) FM LS WM 2 I 2'6 MAGNOLIA — — _ _ _ SG Si 32 +68,1'RT — — — — — -- FH U) STA. C> s -- - -- --- - -- _ SOME! 1 -8. 45- BEND (MJ) + - -w—a� __� _ �CONST BASELINE RIM= 441.54 r WV �t —� - - - -w �� IE= 438.24(W)12" —w -- ♦ -�i IE= 438.54(N)8 "CMP Q - -so _ -'�- 32+06D----- `�_ - -- , I} +I - -SD— IE= 438.54(=)8 "ADS -_ D —? —. - + -. - - - X w - 97LF s PVC (C900) FM 5;• ------------------- 30 "FR "d r_��r i R 36 "F_� —�_ _� WAL i0,0 T' SDMH o WM THESE CONSTRUCTION RECORD DOCUMENTS HAVE tiNwoe WASyzHhJ RIM= aa3.s7 O zo "HK < BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD REVISED TO INDICATE v4�i % IE= t39.57(W)l2"CONC INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS CONSTRUCTION RECORDS y z IE= a3s.47(S)12 "CONC UTILITY DITCH i / B NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS I I IE= 43s.37(E)12"CONC (PWR, PHONE, / OF INFORMATION PROVIDED BY OTHERS AND SHALL REVISED BY: TERRY VAN WECHEL I CB CATV, GAS RIM = 441.31 AP 38087 WQ' STA. 32 +17,11'RT IE= 439.01(SW)8 "PVC NOT BE RESPONSIBLE FOR ANY ERRORS OR DATE: AUGUST 15, 2012 RIM = 9.94( SDMH OMISSIONS THAT MAY BE INCORPORATED AS A RESULT IE =439.94(w)1z "CMP 1 -8' 45' BEND (MJ) CONTRACTOR: SHORELINE CONSTRUCTION oxA1.E - -, + -� IE= a39.7a(N)12 "cMP RIM-441+73 ( OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. WM IE= 439.84(5)12 "CMP IE= 437.13(W)24 "GONG FOR CONSTRUCTION IE= 437.03(S)24 "CONC RECORDS ONLY PHILL Roth Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT MJL DSH NO. I REVISION I BY I DATE I APPR I john, Z wcx � xm ac wcw SfNE KClNgM1T =w CITY OF STONEGATE LIFT STATION CONVEYANCE ,wn¢artu: wa Iasi /,ssi : %. RENTON IMPROVEMENTS DATUM SCHEDULE A Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE NE 20TH ST 9 lit It - :5- 3473pq /F 4js> RiM 8(NFJ 2�a3 .1FS 9 / / / i t 1 PVC- (C900)'.� , i , /f\3 9 �'90(NF R o "SfJ12 O/ qo@ F RiM SOS \ CTR °so6SMN 398 2> 26 1 i F RiM S CrR\ 3g >SMy 389 2> i ,56 STA. 35 +01,1'LT 1 -8' 22.5' BEND (MJ) ROTATE THRUST BLOCK TO NORTHWEST SIDE OF BEND & STRAP TO FORCE MAIN AS NECESSARY TO PROVIDE CLEARANCE FROM STORM DRAIN - °- -- / NE 3 -23 -5 NE 22ND CT 3 >6 /f RiM S s �NyJ�2 �9 g B 3j3 /3 �C 30 1 - _452 LF -8" PVC (C900) FM -S- ----- 55w\ / C@ 0'M F R/ 98C/ 2S 39 @CS (n'HJI (sFJ /S qo s S BASELINE /F 3 >6 S8 RiM\ i 96, Aq�seO , ko THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION DEFLECT PIPE PER MANUFACTURER'S RECOMMENDATION (TYP.) f CrR 3 634MH F� 1 -3 / /F 930/(S MO3SgF /i F� �3S " 7 Jlg .z7 3S6R, C /RJ g0@S (swJ6 pgoSs �C Op WASgi, 38087 FOR CONSTRUCTION RECORDS ONLY Ts3>/ RiM. �C s STA. 39 +62,7'RTJ 344'29' 1 -8' 45' BEND �¢ r V 5P f' y , lb \ is 5 'PO RC ANT V& i L; SF % l51 / y 7 ' I 5� / O �ti,° LSTA. 11 + (CL LT (NE 22ND STA. 11 +71.1. (CL 5 LYONS AVE NE) ) 1 -8' 45' BEND 34 LF -8' PVC (C900) FM ...... .......'I'::::::: ::::::::i::::::� C ... .••�. .. � . ......: ......: ::::::: ......:'' ....... ....... ....... �. 380 - - - . - - -- _ - - Y ........ ... .::: .. ... I.... 1. �; •••••••. IT .. '� .. -._ I: j 1 PHILL -JL�' �/� STONEGATE LIFT STATION CONVEYANCE r SCALE 1 ^ =20' c. CITY OF 20 0 20 40 RWB �"R IMPROVEMENTS "° « :DSH - RENTON SCHEDULER °NEN°' DATUM °P"` z Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °`°�° .�� Planning /Building /Public Works Dept. SEWER PLAN & PROFILE IF HT q lH 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 22ND CT sm a6,' 5-3 (+ 7310 S. — — - - -- --- - ----- 37+00 °- -__ - °�_ -_s _w 1 - _452 LF -8" PVC (C900) FM -S- ----- 55w\ / C@ 0'M F R/ 98C/ 2S 39 @CS (n'HJI (sFJ /S qo s S BASELINE /F 3 >6 S8 RiM\ i 96, Aq�seO , ko THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION DEFLECT PIPE PER MANUFACTURER'S RECOMMENDATION (TYP.) f CrR 3 634MH F� 1 -3 / /F 930/(S MO3SgF /i F� �3S " 7 Jlg .z7 3S6R, C /RJ g0@S (swJ6 pgoSs �C Op WASgi, 38087 FOR CONSTRUCTION RECORDS ONLY Ts3>/ RiM. �C s STA. 39 +62,7'RTJ 344'29' 1 -8' 45' BEND �¢ r V 5P f' y , lb \ is 5 'PO RC ANT V& i L; SF % l51 / y 7 ' I 5� / O �ti,° LSTA. 11 + (CL LT (NE 22ND STA. 11 +71.1. (CL 5 LYONS AVE NE) ) 1 -8' 45' BEND 34 LF -8' PVC (C900) FM ...... .......'I'::::::: ::::::::i::::::� C ... .••�. .. � . ......: ......: ::::::: ......:'' ....... ....... ....... �. 380 - - - . - - -- _ - - Y ........ ... .::: .. ... I.... 1. �; •••••••. IT .. '� .. -._ I: j 1 PHILL -JL�' �/� STONEGATE LIFT STATION CONVEYANCE r SCALE 1 ^ =20' c. CITY OF 20 0 20 40 RWB �"R IMPROVEMENTS "° « :DSH - RENTON SCHEDULER °NEN°' DATUM °P"` z Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) °`°�° .�� Planning /Building /Public Works Dept. SEWER PLAN & PROFILE IF HT q lH 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 22ND CT sm a6,' 5-3 (+ 7310 0 N R W ll W N J 0 0 z 0 FrilLL "" STONEGATE LIFT STATION CONVEYANCE SCALE 1- -20 .o , CITY OF E 20 0 20 40 'W RENTON IMPROVEMENTS ,.m DSH SCHEDULE A DATUM Planning /Buildi g /Public Works Dept. SEWER PLAN AND PROFILE Roth Hill, LLC Tel 425.869.9448 www.rothhill.com (FEET) °�° 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT N0. REVISION BY DATE APPR "P°RO'tTM LYONS AVE NE U(,.:) - - -!)Y /3 I r 11 s a z it ii In LO Ss + � 4 LU Z J 2 Q 2 5 am B18 +00 NO C90 cM L -- -- I is r I � i I. , I � - i I r�T I . v 4' . *4 S 'sn 4LL CCU -- -- CB TYPE II RIM = 350.09 IE= 342.59(N,SE)24 "ADS IE= 346.29(S)12 "ADS IE= 346.59(E)12 "ADS IE= 346.99(NW)6 "PVC STA. 18 +47,9'LT � 1 -8" 22- BEND ) 22.5' BEND (FLx (FLxMJ) I sn- �S NE 3 -23 -5 SSMH RIM = 347.04 CB IF CTR= 331.55 RIM-343.65 IE= 339.45(N,SW)24 "ADS IE =340.45(SW)6 "PVC 0A1_ CB OQ IE= 335.47(N)18 ADS F �F E= 335.37(SW)18" ADS •� -ss SSMH 160 n B' sS RIM_ 342.81 � IE CTR= 330.91 \ Sn •�•� °.YQQ� Sl \\ ` S \ `STA. 18 +38 r n, CB 1 -8" 45' BEND (MJ) x0. .sue -�78 _LF 8' PVC (C - -' - RIM = 349.51 �� _ 0) FM :. IE= 345.71(S)12 "ADS MON. TO BE SURVEYED AND \\ °'- FOUND PUNCH IN REPLACED IN ACCORDANCE -BRASS DISK IN WITH SPECS CONC MON /CASE - MON. TO BE SURVEYED AND REPLACED IN ACCORDANCE - -__ NTH SPECS. FOUND PUNCH IN ° . - -- BRASS DISK IN CONC MON /CASE Cl) CB r RIM-339.96 SSMH F-: IE= 335.61(N,S)24 "ADS RIM-339.20 = STA. 20+07,4'LT 1 -8' 11.25' BEND STA. 20 +8816'LT- (MJ) 1 -8" 11.25' BEND (MJ) sU IE CTR= 328.74 - l) - In N N N LU A Z B VCs C90� Fla o. - SD- MON. TO BE SURVEYED ANI REPLACED IN ACCORDANCE WITH SPECS. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. FOUND PUNCH IN BRASS DISK IN CONC MON /CASE REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION aF WASgi \!a!= 38087 SUPVflID: SCVL � �w CITY OF STONEGATE LIFT STATION CONVEYANCE MJL wimaxrw wa ,ess /+eei SCALE 1 ° =20' c. R 20 0 20 40 RWB RENTON IMPROVEMENTS P� "" DATUM SCHEDULEA �. Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ( FEET ) . osH � Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT N0. REVISION BY DATE APPR LYONS AVE NE �b 6: -5- 3'+ >15 /at Z M CB !J RIM = 350.63 °ADS 4 IE= 347.68(N)12 ..'i SDMH RIM-350,92 0 IE= 344.22(NE,W)18 "ADS i^ i �I I )I 13 LF -8" PVC (C900) FM'° SSMH i CB TYPE II RIM = 351.32 RIM = 356.97 SSMH IE CTR= 338.72 IE= 343.07(N,SE)24 "ADS RIM-353.81 ._ IE= 343.27(W)6 "PVC IE CTR= 339.75 , SSMH - RIM= 357.38 \ - - - -- CTR= 340.921 In LO Ss + � 4 LU Z J 2 Q 2 5 am B18 +00 NO C90 cM L -- -- I is r I � i I. , I � - i I r�T I . v 4' . *4 S 'sn 4LL CCU -- -- CB TYPE II RIM = 350.09 IE= 342.59(N,SE)24 "ADS IE= 346.29(S)12 "ADS IE= 346.59(E)12 "ADS IE= 346.99(NW)6 "PVC STA. 18 +47,9'LT � 1 -8" 22- BEND ) 22.5' BEND (FLx (FLxMJ) I sn- �S NE 3 -23 -5 SSMH RIM = 347.04 CB IF CTR= 331.55 RIM-343.65 IE= 339.45(N,SW)24 "ADS IE =340.45(SW)6 "PVC 0A1_ CB OQ IE= 335.47(N)18 ADS F �F E= 335.37(SW)18" ADS •� -ss SSMH 160 n B' sS RIM_ 342.81 � IE CTR= 330.91 \ Sn •�•� °.YQQ� Sl \\ ` S \ `STA. 18 +38 r n, CB 1 -8" 45' BEND (MJ) x0. .sue -�78 _LF 8' PVC (C - -' - RIM = 349.51 �� _ 0) FM :. IE= 345.71(S)12 "ADS MON. TO BE SURVEYED AND \\ °'- FOUND PUNCH IN REPLACED IN ACCORDANCE -BRASS DISK IN WITH SPECS CONC MON /CASE - MON. TO BE SURVEYED AND REPLACED IN ACCORDANCE - -__ NTH SPECS. FOUND PUNCH IN ° . - -- BRASS DISK IN CONC MON /CASE Cl) CB r RIM-339.96 SSMH F-: IE= 335.61(N,S)24 "ADS RIM-339.20 = STA. 20+07,4'LT 1 -8' 11.25' BEND STA. 20 +8816'LT- (MJ) 1 -8" 11.25' BEND (MJ) sU IE CTR= 328.74 - l) - In N N N LU A Z B VCs C90� Fla o. - SD- MON. TO BE SURVEYED ANI REPLACED IN ACCORDANCE WITH SPECS. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. FOUND PUNCH IN BRASS DISK IN CONC MON /CASE REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION aF WASgi \!a!= 38087 SUPVflID: SCVL � �w CITY OF STONEGATE LIFT STATION CONVEYANCE MJL wimaxrw wa ,ess /+eei SCALE 1 ° =20' c. R 20 0 20 40 RWB RENTON IMPROVEMENTS P� "" DATUM SCHEDULEA �. Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ( FEET ) . osH � Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT N0. REVISION BY DATE APPR LYONS AVE NE �b 6: -5- 3'+ >15 /at 340 09111 320 310 NE 3 -23 -5 SSMH RIM = 333.77 IE CTRB321.86 RIM-334.11 IE= 328.51(NE,SW)24 "ADS 1 IE= 328.71(SE)1 TADS REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION A 38084 FOR CONSTRUCTION RECORDS ONLY PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT NO. I REVISION I BY I DATE I APPR I MJL 1"=20' DSH �I ff IIR G6 IXO1 SGVf IpV�NJ.Y wnrx ruw +sm CITY OF RENTON DATUM Planning /Building /Public Works Dept. STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A SEWER PLAN AND PROFILE LYONS AVE NE Q6.' 5-347313 CB TYPE II RIM = 328.54 1 E= 320.84(E, W, SE)12 "ADS IE= 324.64(N W)6 "PVC I S /v. T METAL CULVERT IE= 322.61 14' HIGHx5.T WIDE? i BORE PITH / FH O NE 3 -23 -5 CB RIM-326+25 IE= 321.75(1 W)12 "ADS 6 "FIR NE 26TH ST E=321285(s)12 "ADS IE= 32265(N)6 "PVC WM � 21 1 CB TYPE II / RIM= 328.29 IE= 321.39(N W)12 "ADS [.38LF-18* STEEL CASING RECEIVING PIT METAL CULVERT IE= 323.13 PROTECT EXISTING UTILITIES DURING 4.5'HIGHx5.7'WIDE CONSTRUCTION NOTE: INSTALL TRAFFIC MEASURES DURING AUGER BORE TO ENSURE AT LEAST ONE TRAFFIC LANE IS OPEN AT ALL TIMES. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT MATT N PROVIDED BY OTHERS REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION SEE STONEGATE LIFT STATION REPLACEMENT SHEET C5 FOR SEWER PLAN & PROFILE. N ARBOR / 0 WITH "STONEGATE SIGN" 5 °CE PROPOSED STONEGATE. .LIFT STATION FORCE MAIN (BY OTHERS) / / 4"2E INSTALL 8 "DI MJ PLUG FOR 6 "CE / FUTURE CONNECTION. �- 14'TALL ARBO VITAE Q INSTALL MARKER POST MIN. 4'PM w I 24' ABOVE GRADE. 6 Lj R °PO I I I2s F9 LF -8' PVC (C900) FM.. \ WET 6 "CE 6 "CE j�J `JELL J I6 PM / IQvI N�x� WM 28 +00 s - -- ss I_ SS FORCE MAIN _- - _ __ /,� GRAVITY _ _ N — _ — 29 +00 -s,- _ __ - -_ 4 _ - �1 -_ss i SS MAIN• - _ 30 +00 i -.,._ 354 LF -8" PVC (C900) FM Of WASxi 38 l- 38089 _ OF ERRONEOUSINFOR O - -- 340 O J J J 330 J Z 320 �I Y J i no J i 310 CB RIM-326.28 IE= 322.58(N)12 "ADS Q O 2'TALL LAUREL CONC 2 ALL LAUREL DRIVE CB SOLID LID RIM = 326.91 IE= 321.01(N)12 "ADS IE= 321.01(W)12 "CMP SSMH RIM-327.52 IE= 315.32(NE) IE= 315.42(W) I I �V / - - -- WV W- s ' FiS ` CS S STA. 30 +04,3'RT 1 -8" 45' BEND (MJxFL) 1 -8" 22.5' BEND (FLxMJ) w Q J � J Q � r �I N ' OB 3 I 0 J J } w I J m O O 1 I� 1 O I I I 31 +00 WV(2) 1 1 w 3 C r w J m 0 0 I I i I I 1 I I I I 1 I I I I 1 I I i 1 I i 41_ all X11 OII NII "t I� I I I I 1 1 I 1 I , 'I I iI I i I I 1 � /LU V/ LU 00 Wy V r m I- a m 5 " W N u i U 0 it N 0- I- of c K W,p( J N < n w m �m W N > n CL Uw n I- n > Wn� M U j III U W SCALE a JL 1 " =20' "'° "'°� °°' Al CITY OF STONEGATE LIFT STATION CONVEYANCE ROTI -'rl ILL 20 0 20 40 RWI3 RENTON IMPROVEMENTS per° DSH „K SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) ° •*' Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 26TH ST ° 14 0a; 5 - 3473ry In _ + D �CO -ss - -. ss - - - -- LLI —v Z J S /v. T METAL CULVERT IE= 322.61 14' HIGHx5.T WIDE? i BORE PITH / FH O NE 3 -23 -5 CB RIM-326+25 IE= 321.75(1 W)12 "ADS 6 "FIR NE 26TH ST E=321285(s)12 "ADS IE= 32265(N)6 "PVC WM � 21 1 CB TYPE II / RIM= 328.29 IE= 321.39(N W)12 "ADS [.38LF-18* STEEL CASING RECEIVING PIT METAL CULVERT IE= 323.13 PROTECT EXISTING UTILITIES DURING 4.5'HIGHx5.7'WIDE CONSTRUCTION NOTE: INSTALL TRAFFIC MEASURES DURING AUGER BORE TO ENSURE AT LEAST ONE TRAFFIC LANE IS OPEN AT ALL TIMES. THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT MATT N PROVIDED BY OTHERS REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION SEE STONEGATE LIFT STATION REPLACEMENT SHEET C5 FOR SEWER PLAN & PROFILE. N ARBOR / 0 WITH "STONEGATE SIGN" 5 °CE PROPOSED STONEGATE. .LIFT STATION FORCE MAIN (BY OTHERS) / / 4"2E INSTALL 8 "DI MJ PLUG FOR 6 "CE / FUTURE CONNECTION. �- 14'TALL ARBO VITAE Q INSTALL MARKER POST MIN. 4'PM w I 24' ABOVE GRADE. 6 Lj R °PO I I I2s F9 LF -8' PVC (C900) FM.. \ WET 6 "CE 6 "CE j�J `JELL J I6 PM / IQvI N�x� WM 28 +00 s - -- ss I_ SS FORCE MAIN _- - _ __ /,� GRAVITY _ _ N — _ — 29 +00 -s,- _ __ - -_ 4 _ - �1 -_ss i SS MAIN• - _ 30 +00 i -.,._ 354 LF -8" PVC (C900) FM Of WASxi 38 l- 38089 _ OF ERRONEOUSINFOR O - -- 340 O J J J 330 J Z 320 �I Y J i no J i 310 CB RIM-326.28 IE= 322.58(N)12 "ADS Q O 2'TALL LAUREL CONC 2 ALL LAUREL DRIVE CB SOLID LID RIM = 326.91 IE= 321.01(N)12 "ADS IE= 321.01(W)12 "CMP SSMH RIM-327.52 IE= 315.32(NE) IE= 315.42(W) I I �V / - - -- WV W- s ' FiS ` CS S STA. 30 +04,3'RT 1 -8" 45' BEND (MJxFL) 1 -8" 22.5' BEND (FLxMJ) w Q J � J Q � r �I N ' OB 3 I 0 J J } w I J m O O 1 I� 1 O I I I 31 +00 WV(2) 1 1 w 3 C r w J m 0 0 I I i I I 1 I I I I 1 I I I I 1 I I i 1 I i 41_ all X11 OII NII "t I� I I I I 1 1 I 1 I , 'I I iI I i I I 1 � /LU V/ LU 00 Wy V r m I- a m 5 " W N u i U 0 it N 0- I- of c K W,p( J N < n w m �m W N > n CL Uw n I- n > Wn� M U j III U W SCALE a JL 1 " =20' "'° "'°� °°' Al CITY OF STONEGATE LIFT STATION CONVEYANCE ROTI -'rl ILL 20 0 20 40 RWI3 RENTON IMPROVEMENTS per° DSH „K SCHEDULE A Roth Hill, LLC Te1425.869.9448 www.rothhill.com ( FEET) ° •*' Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR NE 26TH ST ° 14 0a; 5 - 3473ry �I z) n no ii 6" SIDE SEWER W/ 6" END CAP (BY OTHERS) F00 N N c ( \ Fo .f ce 9go ss 86, 3 , ' .-, R N \ 3 / f c7"? _ 6SS 0 7 � qR R�IT Wx8. -3g2 B q TRf pfSSF� 00/VI,/ RO O ' 7'O i' / \J � AREA v iMy 2> h F 3 D 84 2g(NS / OMp / IRLTER FABRIC FENCE (TYP) SEE DETAIL SHT. 28 " , pOW Wj No� E f 5 PROPOSED 8" GRAVITY SEWER (BY OTHERS) A 30,F � NE 3 -23 -5 E%. SIDE SEWER SHALL BE REPLACED AND /OR CONNECTED TO NEW SEWER AS RMO. / /F, 384 4 R7M\ -304 \ IF -3 64'40 (Nfi78" S0 Bs 0p(N 4)18;.'IDS l RIMo SS A0S /f 364 49(S >9 64 3g Wj T s T/0 N 8 Mp R / CLF TWi Mp 8'%Np °.. -- - \ \x T N / - -- - - -- _ _ " HDPE Au _ 5 ° -- pR ESMT O UNO p <\ gSN e I SOM 'Y144- H 7-P 394 2 93 / J 04 TF �Fp T(SK,�2'O" v R/� 4 k 399 3 Mp 39' 23 3(NF) i A SEE�� DETAIL 1 THIS SHEET _qpp Wq TROT C 'Is R M 0 'q (pOS47 -s � OR wo 90 0H'N �F24 sn - CT � lV� - r � a THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. HPPE TO PVC CONNECTION 57.0' DOWNSTREAM FROM MANHOLE 1- 10 "HDPEx8 °PVC ROMAC 2 -B "PVC ROMAC 3- 8'x2LF PVC SPOOL 1 -8" 45' BEND 1 -8 "x6" WYE REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: AUGUST 15, 2012 CONTRACTOR: SHORELINE CONSTRUCTION DETAIL 1 OF WAS tI !` 38087 FOR CONSTRUCTION RECORDS ONLY �w CITY OF STONEGATE LIFT STATION CONVEYANCE MJL SCALE t " =zo "° °°7,°° de F'ri lLL 20 0 20 40 MB R E N TO N IMPROVEMENTS DSH SCHEDULE A °"`{ °PM" Roth Hill, LLC Tel 425 869.9448 www.rothhill.com ( FEET ) Planning /Building /Public Works Dept. SEWER PLAN AND PROFILE 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT NO. REVISION BY DATE APPR '@ w.c "C01°°"'r NE 24TH CT 06'• 5-347345 11 390 :1 370 360 SW & SE 3 -23 -5 i ' Q EX.SSMH 405 RIM = 410,22 TL#856190 -8888 IE= 40514 N I rr a to �j �( 3 "F TYPE i GB y OB IE 404 SZ E I i 11 10 e C' z 11 m* r�J' GE= 410.13 RIM= 409.56 IE= 403.90 W I r u Id is z IE 8" DI NE= 406.76 y /x� - 10" CI NW= 408.07 L - _ - J I r N Q` 3 "F IE 12" CPR E= 406.62 `� " L rr �f IE 12" GONG, SW= 406.54 i�rr� "7 - - - -- -- =-Q r rr z I 3(EX. SSMH 216 Ufa 24" RI = 409,5 r r RIM= 410.25 ROC WALL rr 403.04 HE 1 12" CPR =40 .65 �D 1 Ir EX. ID ( �! i r IE= t4✓03.0 2 SW RAGS -a---TO 6 _"_D K . )6 "D I 3 D 5 M0 N 0 __U _FO 1 O_ __- __FO____ I -L- ro --TO - - - -= T- -1-- 1 - -T- T- - -50 _ -3 -SD - __- Sp -_�SD _____ I - - SD_- ___gp___ _5p- - -__sp -- SQ-_ -< _. __ _________ - ___ - r I 1 EX 12 DI W I- I - -w - -- _- - -W_ -r -.W -1 _ -W_. -w -_ W ---. W -: W -_- _ _ - - -- I�flIff.7�.9- - - .:.: 15 11 SS II ¢ 111 +00 _ 12+00 `?c, 10 +00 _ i- ' �. NEX. CATV PER x _ EX. TELE� RECORD DWGS .1 PER RECORD DWGS ('(APPROX. LOC ) - (APPROX, LOC.) ,I, cra,ov I _ _ _ _ _ _____ -c- .`� T_ -T -_i r -T -- --o-T_ =--- G--- �=- '_=P_. T ._ -T- -' - -T -- ___T.. -- T P P _ - -T - -- -T .-_ T._- - -T -- -P- ._ -P-�r- -- Q - -P P -_p_._ __Pp-- 36- _P -_SB -_ - _p__._ -_P- _-F___ so se s EX. POWER EX. CA TV CB (SOLID LID) APPROX. LOG.) SAME TRENCH 11 _. RIM -409 66 ( (A PH X. LOC.) \ W WV; i 12" GONG SW= 406.16 36 "FR- WATER MARKER FENCE ATx TOP OF RETENTION PONb 9 x x c " x - -� "WATER'S m x x �x EDGE ( SIGN 3 RIM = 409.59 59 REBAR/CA'P TA. &970 -0071 o Q t2" ADS SW= 406.19 "KRA 29$67" a GB PROTECTION f- / SEE DETAIL SHT. 28 V1 n 0 m w z FOR CONTINUATION SEE SHT. 17 z w o / W j Z 8 PROTECTION (TYP) '� I DETAIL SHT. 28 TLg807903 -0010 >H BRICK ^` Q I. ' EX.S xH 219 WALL ` ,.Q 3 �... I d CB RIM= 411.38 1 1.5'H BRICK RIM = 411,21 IE= 05.66 NE m J 1 I WALL N IE= 406.71(W)12 "CONC E- 05.60 Sw .fir r LLI i Il IE= 406.81(NE)6 "PVC 3 OUN PyNCH 1 ' JUNIPERS u r I BR SS) DISK t Cn p r �I I COi C MIC o J I A t✓ 2 0 m �� 2 D s so __ -_ a - -- _ ° - - -- N- -0 -- --...6 _p- f'6 --F0 -F0� ----------- F -- ------------ -- ---- o - W - -- W OWrM w " __w -__ W - - - -W - --W _- 1-w--- -w _- ` LL LLI LOG) �-7'p-�5' - - DOUBLE YELLOW BUTTONS w Q Di�oUi�LLIl�!.:�� - �.� ��...� ��. SEX 8_ SssS -- ss -- r-- z CO U.11 - DOUBLE WHITE BUTTONS 15 00 _ 16 +00 zJ -------------- 4- I J SINGLE WHITE BUTTONS ____ -' o ~ � o Q FlPPROX LOG,) c - -G E 4' GASG( - -G z0 T _. _ _ T _- ,� � - Cbu -- . ?ati= .'mr,L N I C N INK FENC -P - ,. -----p 3 DROPS P > 8 "D '"1 �1 8 "D 10 °F EX. SSMH 218 -- 0 6 "H RIM =410, 81 16 "F IE CTR= 404.99 m 0..EB..Ft 5 3� 0' Q o 4816 "F m o: 0 MJL w r ROTI-'rI i LL SCALE 6PW 20 0 20 - I�-- �-- � - -� - -' 0r��wn��:cyyc��BPW /DSH 3 ( FEET ) Roth Hill, LLC Tel 425.869.9448 www.rothhill.com I INCH = 20 FT REVISION BY DATE APPR 3 j 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 N0. IE 12" ABS N= 405,52 IF 12" DI SE= 405.52 IE 12" CONC NE= 405.05 CB 6 "D ,, 6EX RIM= 410.02 6" L� Y E 12" _1 N= 405.00 �IE 18 C 5= 405.10 7� 6F I 0 ,NE NSE 5 °DV, i ED MH GE= 413.27 IE 12" ABS NW= 405.57 IE 12" ABS S= 405.27 \EX. SSMH 217 RIM =40 IE= 404.4.40 IF =40Af W GV G- - �-G- - c --g-- - -G T -= T- _T--T- T-- - -T - -T- T -- -- -T `T P-_ _ -P_- -_P- P --' -P _________ CONCRETE SIDEWALK PRF'P ______r / e �O - - J/ STOP BAR GRAVEL CB `/ RSV OL' Ir RIM= 409.81 18' CONC N= 404.31 NV � r 18' CONC S= 403.91 B CiFN / TL#807903 -0480 CB RIM= 410.50 1.5 IE= 406.40(E)12 °GONG IE= 406.40(W)12 "CONC "IE= 406.20(E FULL OF DEBRIS)8 "PVC =sa ` - i)) IN (APPRO 0 J Ir 31. ryW� W LU - Z H ('� //A 26' FR EX. POWER J - ' X..1 TRIPLE ri TWIN GRAVEL (gppROx- tOC.) 30 "MP 6 "FR r r REBAR /CAP TL$032305 -9061 "KRA 29267" ECO -BLOCK WALL PLANE HALF ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. 2. CONTRACTOR IS RESPONSIBLE FOR REPLACING ALL EXISTING PAVEMENT MARKINGS & TRAFFIC BUTTONS IN NEW ASPHALT OVERLAY AREAS. UTILITIES INFORMATION SHOWN IS BASED UPON RECORDS RECEIVED FROM THE RESPECTIVE UTILITY PROVIDERS, FIELD LOCATING OF IDENTIFIABLE PORTIONS OF THOSE UTILITIES, ESTIMATES OF THE EXPECTED LOCATIONS OF THE UTILITIES WHERE FIELD LOCATING WAS NOT POSSIBLE, AND UPON LOCATIONS PROVIDED IN THE TOPOGRAPHIC SURVEY FILES FROM BERGERIABAM ENGINEERS, INC. AS DESCRIBED ABOVE. IN GENERAL, LATERAL AND SERVICE LOCATIONS ARE NOT SHOWN, EXCEPT WHERE THEY COULD BE IDENTIFIED, THERE MAY BE ADDITIONAL UTILITIES WITHIN THE ROADWAY, EITHER LIVE OR ABANDONED, THAT ARE NOT SHOWN ON THESE DRAWINGS. C1C � S- 3873/6 E SNP 16 FOR Cpo.11\14\3P, ON SE GA c �O G f � f Z p f� p Z GA N `U' 1 U r 3 OR PS ` 1 1 U ¢ NO W ES \. rn ` 0 f 10 f OC 1 G ' m Z1 r m1 f f 1 � Y V1 ✓,__ 71' I I I --416_ I _ v- °.. °. °,e ------ 1 W a�.. ° °..� °.v �-- ° ° °,..., ate.. ,. e°° \ i w pVC -ss- - s - ss -- -ss- ss -ft- s- ss ss - - -ss -ss ss -s 1_ _ _ �T -� _ 12 +00 F I a 1 I w__- _w---- \� I o CONST BASELIN / £ WM 3 -W-"'' \ �, ^ __ _ ( = - FOUNO PUNCH D \ IN BRASS DISK Z G i y IN CONE MIC NEIGHBORHOOD BRICK - LPG WATCH SIGN R ca M= 415.13 1.5'H BRICK IE =410, 93(N)12 "CONC n WALL I E= 410.93(W)8 "CMP CB IE= 411.03(E)6 "PVC �Fj RIM= 411.21 IE= 406.71(W)12 °GONG IE= 406.81(NE)6 "PVC BRICK 4'TALL LAUREL WM O J Lil DO � O O LO H ti N a LJ.) :Z Z Q CB t ° � r RIM =4CONC J// %i' 4 /T- -ALL E= 409.88(5)12 "GONG IE= 409.98(N)12 "ONC 12 PI � LAUREL I FULL OF DEBRIS /COLLAPSED: CB PROTECTION (TYP) IE= 409.78(W)10 "DI SEE DETAIL SHT. 28 IE= 409.78(E)6 "PVC SSMH RIM= 412.70 CB FOUND PUNCH IE CTR= 407.70 RIM= 411.73 M BRASS DISK IE 409 43(E)12 "GONG IN CONC MIC SSMH a z -: PLANE ENTIRE ROAD WIDTH 2° DEEP KEEPING 2 TALL IE 409 43(W)6 "PVC RIM.�g1 z r EXISTING GRADE. PLACE NEW 2" THICK - LAUREL 15 IN E CTR=408.44 SD < ° ^.,/ ASPHALT OVERLAY FIELD A - -- _ - SD MR LEI IEL AYE-NE _ 4 P ° o �,,,, IE- 7(SE%18 "GONG NO CONTRACTOR IS RESPONSIBLE FOR -;• xn r WMC -� -'-• -'-c' / ^^ N 78 °CO C ADJUSTING ALL MANHOLE LIDS, CATCH BAST W '---_c cora.„;n(' rs,p/ E FRAMES AND GRATES, AND UTILITY VALVE ® 8 c 97C �A L LA _- ,,:'ll\ Soi /FAR BOXES TO FINISH GRADE. Og o O ° `° °' "' ° ° ° i. y 1 - �, �_ -- - ' _' ti /F. 08 2. RESPONSIBLE FOR REPLACING °mss ° - ° ° ° °° '�----- ° ° ° °"` ° °° ® ° ®1 ® °° I 42�` I I f •_ � .�5° 40$�S(SN /M� ALL EXISTING IS MARKINGS 8C TRAFFIC \ - SS ---- ss - -ssa- - - -ss -° ° ° ° ° ° ° n A - ® ®r °'° ° °°'° I I t 'l` W� /F R/ >2(/v �16'R /�sCe BUTTONS IN NEW ASPHALT OVERLAY AREAS, +00 OD T e a ss -- sit-.- -rss - - SS- u._� - - -s -i - -ss- '� t °r - - - - -- F-- w -- w w- -- �� -- - ----F- - t- -_ °_-I f 1 +0o ss -o - - -s - ss----- ss--ss ___ss /' "° , °> �® R0 �s r oN (n q1 A'�� WV� N j � 'I - - -W- - _.\ys. -_ . -al --f -- -- - "S 00\ LIJ w w-- --w- -- w --{-- B +0 Z_ I I A �, w- w-- --w-- --I-w- f- "`- ---� �i�ss- i i I w-- - -w - - �- _ - BASELINE - W '--- �w_.�^,'� I _ ONST 8A E `. w F- WM b .:.� .s ' ^' -•, ,, - op� � `` --.. � � -.,s , +` e r, F R 22 0 �NF) &g WM �- °- c- WM c -c 'cl / so\`` CIR3 (iSFJ88•. P�',i �, - -c -c 4~. ¢ly Y-00, ' s /Ae9,/ `� R 2 ) °0 76 PI 'f 3'TALL LAUREL ,> l 16'PI 26 CB ...,,.y ° RIM= 411,87 8 co CB PROTECTION (TYP) / ,5. tV0 x / .. % „ ^�S °ma \ �0 Oti Sy, q C IE= a08.07(N)16 CONC SEE DETAIL SHT. 28 O FENCE S-o 0 of Lw IE= 408.37(S)12'CONC / - e S, ' yip S¢2 z IE- 408.405317(E)6NDI IE °407 H17(•)�8'COD CN /F� \ ��k\ \� 0�l\\2® �C9SF IE, N)rg,. 0 407.87(SE�'d �ONC /E RR08B62(SM R71',oF� . - „� • ��.A �� F�, 0S SI 5 2 )76 CO ? �s� ♦ ® - x co CO CC ^'� SSUV�tt` °+ (-' ?j0 CA ¢76 o e R.6,9(S4)7s ,g23 s F, s (N-)16- s c 476 s(SF CCONC s7Rr��)� �30¢� K , 2 AK CO NC ^'C _. �� "N'' .� ao WAsHl wre: R SCALE OSuFMWflN: 4 MJL 20 D SGW.Et 1° " „=E,2„ 0' yERfICN.; NqW 1988 STONEGATE LIFT STATION CO NVEYANCE ° , CITY OE TFIHILL WB IMPROVEMENTS osH R E N TON PAG°E: B SCHEDULE A z Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) ---) DATUM �° e/ e/ a ROAD RESTORATION �If '3 /S rD .P „or oNE f „ER Planning/Building/Public Buildin Public Works Dept. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 INCH = 20 FT N0. REVISION BY DATE APPRR 3 u0ft0ixEL" FIELD AVE NE ve ' 17 3 f U , --21 - -5 't P SE 3 -23 -5 CB RIM = 410.50 IE= 406.40(E)12 "CONC IE =411, 90(E)10°DI IE= 406.40(W)12 "CONC I E =412.2O(W)6 "PVC IE= 406.20(E FULL OF DEBRIS)8 "PVC 4TALL LAUREL FIELD AVE NE CB EX. SSMH 218 EX. SSMH 221 FOUND PUNCH IN RIM= 415.11 410 .81 RIM= 413.23 BRASS DISK IN IE= 412.61(E)8 "CMP IE CTR IE CTR= 404.99 IE= 405.30(N)8 "PVC CONC MON /CASE IE= 412.71(W)6 "PVC 1.5'H BRICK IE= 40528(S)8 "PVC WALL FTA ✓ \ LS PB WM/ �` / r'va - - WM WM 1. - V1 ✓,__ 71' I I I --416_ I _ v- °.. °. °,e ------ 1 W a�.. ° °..� °.v �-- ° ° °,..., ate.. ,. e°° \ i w pVC -ss- - s - ss -- -ss- ss -ft- s- ss ss - - -ss -ss ss -s 1_ _ _ �T -� _ 12 +00 F I a 1 I w__- _w---- \� I o CONST BASELIN / £ WM 3 -W-"'' \ �, ^ __ _ ( = - FOUNO PUNCH D \ IN BRASS DISK Z G i y IN CONE MIC NEIGHBORHOOD BRICK - LPG WATCH SIGN R ca M= 415.13 1.5'H BRICK IE =410, 93(N)12 "CONC n WALL I E= 410.93(W)8 "CMP CB IE= 411.03(E)6 "PVC �Fj RIM= 411.21 IE= 406.71(W)12 °GONG IE= 406.81(NE)6 "PVC BRICK 4'TALL LAUREL WM O J Lil DO � O O LO H ti N a LJ.) :Z Z Q CB t ° � r RIM =4CONC J// %i' 4 /T- -ALL E= 409.88(5)12 "GONG IE= 409.98(N)12 "ONC 12 PI � LAUREL I FULL OF DEBRIS /COLLAPSED: CB PROTECTION (TYP) IE= 409.78(W)10 "DI SEE DETAIL SHT. 28 IE= 409.78(E)6 "PVC SSMH RIM= 412.70 CB FOUND PUNCH IE CTR= 407.70 RIM= 411.73 M BRASS DISK IE 409 43(E)12 "GONG IN CONC MIC SSMH a z -: PLANE ENTIRE ROAD WIDTH 2° DEEP KEEPING 2 TALL IE 409 43(W)6 "PVC RIM.�g1 z r EXISTING GRADE. PLACE NEW 2" THICK - LAUREL 15 IN E CTR=408.44 SD < ° ^.,/ ASPHALT OVERLAY FIELD A - -- _ - SD MR LEI IEL AYE-NE _ 4 P ° o �,,,, IE- 7(SE%18 "GONG NO CONTRACTOR IS RESPONSIBLE FOR -;• xn r WMC -� -'-• -'-c' / ^^ N 78 °CO C ADJUSTING ALL MANHOLE LIDS, CATCH BAST W '---_c cora.„;n(' rs,p/ E FRAMES AND GRATES, AND UTILITY VALVE ® 8 c 97C �A L LA _- ,,:'ll\ Soi /FAR BOXES TO FINISH GRADE. Og o O ° `° °' "' ° ° ° i. y 1 - �, �_ -- - ' _' ti /F. 08 2. RESPONSIBLE FOR REPLACING °mss ° - ° ° ° °° '�----- ° ° ° °"` ° °° ® ° ®1 ® °° I 42�` I I f •_ � .�5° 40$�S(SN /M� ALL EXISTING IS MARKINGS 8C TRAFFIC \ - SS ---- ss - -ssa- - - -ss -° ° ° ° ° ° ° n A - ® ®r °'° ° °°'° I I t 'l` W� /F R/ >2(/v �16'R /�sCe BUTTONS IN NEW ASPHALT OVERLAY AREAS, +00 OD T e a ss -- sit-.- -rss - - SS- u._� - - -s -i - -ss- '� t °r - - - - -- F-- w -- w w- -- �� -- - ----F- - t- -_ °_-I f 1 +0o ss -o - - -s - ss----- ss--ss ___ss /' "° , °> �® R0 �s r oN (n q1 A'�� WV� N j � 'I - - -W- - _.\ys. -_ . -al --f -- -- - "S 00\ LIJ w w-- --w- -- w --{-- B +0 Z_ I I A �, w- w-- --w-- --I-w- f- "`- ---� �i�ss- i i I w-- - -w - - �- _ - BASELINE - W '--- �w_.�^,'� I _ ONST 8A E `. w F- WM b .:.� .s ' ^' -•, ,, - op� � `` --.. � � -.,s , +` e r, F R 22 0 �NF) &g WM �- °- c- WM c -c 'cl / so\`` CIR3 (iSFJ88•. P�',i �, - -c -c 4~. ¢ly Y-00, ' s /Ae9,/ `� R 2 ) °0 76 PI 'f 3'TALL LAUREL ,> l 16'PI 26 CB ...,,.y ° RIM= 411,87 8 co CB PROTECTION (TYP) / ,5. tV0 x / .. % „ ^�S °ma \ �0 Oti Sy, q C IE= a08.07(N)16 CONC SEE DETAIL SHT. 28 O FENCE S-o 0 of Lw IE= 408.37(S)12'CONC / - e S, ' yip S¢2 z IE- 408.405317(E)6NDI IE °407 H17(•)�8'COD CN /F� \ ��k\ \� 0�l\\2® �C9SF IE, N)rg,. 0 407.87(SE�'d �ONC /E RR08B62(SM R71',oF� . - „� • ��.A �� F�, 0S SI 5 2 )76 CO ? �s� ♦ ® - x co CO CC ^'� SSUV�tt` °+ (-' ?j0 CA ¢76 o e R.6,9(S4)7s ,g23 s F, s (N-)16- s c 476 s(SF CCONC s7Rr��)� �30¢� K , 2 AK CO NC ^'C _. �� "N'' .� ao WAsHl wre: R SCALE OSuFMWflN: 4 MJL 20 D SGW.Et 1° " „=E,2„ 0' yERfICN.; NqW 1988 STONEGATE LIFT STATION CO NVEYANCE ° , CITY OE TFIHILL WB IMPROVEMENTS osH R E N TON PAG°E: B SCHEDULE A z Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) ---) DATUM �° e/ e/ a ROAD RESTORATION �If '3 /S rD .P „or oNE f „ER Planning/Building/Public Buildin Public Works Dept. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 INCH = 20 FT N0. REVISION BY DATE APPRR 3 u0ft0ixEL" FIELD AVE NE ve ' 17 3 f U , --21 - -5 't P CB RIM = 414.60 IE =411, 90(E)10°DI I E =412.2O(W)6 "PVC STALL 4TALL LAUREL FIELD AVE NE 4' TALL HEDGE SSMH LAUREL "P .---- - -� -- 6.5I(N 41516 IE= 406.51(N)8 "PVC WM FTA WM o.44 4b ., "-'. , _.. .. ... -... V1 ✓,__ 71' I I I --416_ I _ v- °.. °. °,e ------ 1 W a�.. ° °..� °.v �-- ° ° °,..., ate.. ,. e°° \ i w pVC -ss- - s - ss -- -ss- ss -ft- s- ss ss - - -ss -ss ss -s 1_ _ _ �T -� _ 12 +00 F I a 1 I w__- _w---- \� I o CONST BASELIN / £ WM 3 -W-"'' \ �, ^ __ _ ( = - FOUNO PUNCH D \ IN BRASS DISK Z G i y IN CONE MIC NEIGHBORHOOD BRICK - LPG WATCH SIGN R ca M= 415.13 1.5'H BRICK IE =410, 93(N)12 "CONC n WALL I E= 410.93(W)8 "CMP CB IE= 411.03(E)6 "PVC �Fj RIM= 411.21 IE= 406.71(W)12 °GONG IE= 406.81(NE)6 "PVC BRICK 4'TALL LAUREL WM O J Lil DO � O O LO H ti N a LJ.) :Z Z Q CB t ° � r RIM =4CONC J// %i' 4 /T- -ALL E= 409.88(5)12 "GONG IE= 409.98(N)12 "ONC 12 PI � LAUREL I FULL OF DEBRIS /COLLAPSED: CB PROTECTION (TYP) IE= 409.78(W)10 "DI SEE DETAIL SHT. 28 IE= 409.78(E)6 "PVC SSMH RIM= 412.70 CB FOUND PUNCH IE CTR= 407.70 RIM= 411.73 M BRASS DISK IE 409 43(E)12 "GONG IN CONC MIC SSMH a z -: PLANE ENTIRE ROAD WIDTH 2° DEEP KEEPING 2 TALL IE 409 43(W)6 "PVC RIM.�g1 z r EXISTING GRADE. PLACE NEW 2" THICK - LAUREL 15 IN E CTR=408.44 SD < ° ^.,/ ASPHALT OVERLAY FIELD A - -- _ - SD MR LEI IEL AYE-NE _ 4 P ° o �,,,, IE- 7(SE%18 "GONG NO CONTRACTOR IS RESPONSIBLE FOR -;• xn r WMC -� -'-• -'-c' / ^^ N 78 °CO C ADJUSTING ALL MANHOLE LIDS, CATCH BAST W '---_c cora.„;n(' rs,p/ E FRAMES AND GRATES, AND UTILITY VALVE ® 8 c 97C �A L LA _- ,,:'ll\ Soi /FAR BOXES TO FINISH GRADE. Og o O ° `° °' "' ° ° ° i. y 1 - �, �_ -- - ' _' ti /F. 08 2. RESPONSIBLE FOR REPLACING °mss ° - ° ° ° °° '�----- ° ° ° °"` ° °° ® ° ®1 ® °° I 42�` I I f •_ � .�5° 40$�S(SN /M� ALL EXISTING IS MARKINGS 8C TRAFFIC \ - SS ---- ss - -ssa- - - -ss -° ° ° ° ° ° ° n A - ® ®r °'° ° °°'° I I t 'l` W� /F R/ >2(/v �16'R /�sCe BUTTONS IN NEW ASPHALT OVERLAY AREAS, +00 OD T e a ss -- sit-.- -rss - - SS- u._� - - -s -i - -ss- '� t °r - - - - -- F-- w -- w w- -- �� -- - ----F- - t- -_ °_-I f 1 +0o ss -o - - -s - ss----- ss--ss ___ss /' "° , °> �® R0 �s r oN (n q1 A'�� WV� N j � 'I - - -W- - _.\ys. -_ . -al --f -- -- - "S 00\ LIJ w w-- --w- -- w --{-- B +0 Z_ I I A �, w- w-- --w-- --I-w- f- "`- ---� �i�ss- i i I w-- - -w - - �- _ - BASELINE - W '--- �w_.�^,'� I _ ONST 8A E `. w F- WM b .:.� .s ' ^' -•, ,, - op� � `` --.. � � -.,s , +` e r, F R 22 0 �NF) &g WM �- °- c- WM c -c 'cl / so\`` CIR3 (iSFJ88•. P�',i �, - -c -c 4~. ¢ly Y-00, ' s /Ae9,/ `� R 2 ) °0 76 PI 'f 3'TALL LAUREL ,> l 16'PI 26 CB ...,,.y ° RIM= 411,87 8 co CB PROTECTION (TYP) / ,5. tV0 x / .. % „ ^�S °ma \ �0 Oti Sy, q C IE= a08.07(N)16 CONC SEE DETAIL SHT. 28 O FENCE S-o 0 of Lw IE= 408.37(S)12'CONC / - e S, ' yip S¢2 z IE- 408.405317(E)6NDI IE °407 H17(•)�8'COD CN /F� \ ��k\ \� 0�l\\2® �C9SF IE, N)rg,. 0 407.87(SE�'d �ONC /E RR08B62(SM R71',oF� . - „� • ��.A �� F�, 0S SI 5 2 )76 CO ? �s� ♦ ® - x co CO CC ^'� SSUV�tt` °+ (-' ?j0 CA ¢76 o e R.6,9(S4)7s ,g23 s F, s (N-)16- s c 476 s(SF CCONC s7Rr��)� �30¢� K , 2 AK CO NC ^'C _. �� "N'' .� ao WAsHl wre: R SCALE OSuFMWflN: 4 MJL 20 D SGW.Et 1° " „=E,2„ 0' yERfICN.; NqW 1988 STONEGATE LIFT STATION CO NVEYANCE ° , CITY OE TFIHILL WB IMPROVEMENTS osH R E N TON PAG°E: B SCHEDULE A z Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) ---) DATUM �° e/ e/ a ROAD RESTORATION �If '3 /S rD .P „or oNE f „ER Planning/Building/Public Buildin Public Works Dept. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 INCH = 20 FT N0. REVISION BY DATE APPRR 3 u0ft0ixEL" FIELD AVE NE ve ' 17 3 f U , --21 - -5 't P n 3 i r 0 I O z Z m I, f / _ P �_ 55- °= . «$$� _-- �`i•�66 Ilf w- 7 .- --/--- C) _. -ss- ®�nw.' s5 -�� _ kvv\ W- I yo Q CONST CD WV / WM LLl / r A CS CB PROTECTION (TYR) _l "" wM - c 26 RIM =46221 SEE DETAIL SHT. 28 _ G ti 12 "CMP U G FOUND PUNCH IN E=458.51 (NW)12 „CMP _ 1 M CS 449.18 GONG IE= 458.41(SW) BRASS DESK IN F- G r -' g„ Q R1' � AUREL CONIC MON CASE R1M= 2g(K1E)12 IE= 458.41 (SE)6 "PVC 5` PB /10 "CE 9 "SP 1 E 444 3 �8(C j12.CMp C LL1 sGtE: NE & SE 3 -23 -5 Uj 1 =2D Q BIM-462 » 12'CMP 459.31(SE) „PVC RWB \ � 0 I I IE= 6 I DSH IE= 459.51(NW) I oNE ,Nw I W I ,* FALL dCAt� SSMH :F nor oreE wcx SGtE pCCOROMGtY .Dewed.. M .n RIM = 462.95 IE= 454.25(NE) 1E= 454.350) CB = 452.75 RIM =448.85(S)I2' CMP ' DDG PB IE NE HEDGE H 14'DIAM FIELD AVE I ADREL / f _xFENCE .., ,.'; q s WM f / _ P �_ 55- °= . «$$� _-- �`i•�66 Ilf w- 7 .- --/--- C) _. -ss- ®�nw.' s5 -�� _ kvv\ W- I yo Q CONST CD WV / WM LLl / r A CS CB PROTECTION (TYR) _l "" wM - c 26 RIM =46221 SEE DETAIL SHT. 28 _ G ti 12 "CMP U G FOUND PUNCH IN E=458.51 (NW)12 „CMP _ 1 M CS 449.18 GONG IE= 458.41(SW) BRASS DESK IN F- G r -' g„ Q R1' � AUREL CONIC MON CASE R1M= 2g(K1E)12 IE= 458.41 (SE)6 "PVC 5` PB /10 "CE 9 "SP 1 E 444 3 �8(C j12.CMp C LL1 sGtE: z Uj 1 =2D Q OES:G. : RWB \ � 0 I I l I DSH I oNE ,Nw I W I ,* FALL dCAt� \: :F nor oreE wcx SGtE pCCOROMGtY .Dewed.. M .n To] FOUND PUNCH IN BRASS DISK IN CONIC MON /CASE CS RIM = 464 -49 IE= 459.69(S)12 "CMP IS= 459 69(N)12 "CMP CB RIM = 463.97 IE= 461,47(S)8 "CMP SDMH RIM = 464.21 /- IE= 459.71(E)12 "CONC IE = 459.81(N W)12 "CONC IE= 461,21(N)8 °CMP 16- wM R NE 20TH ST AUREL W: v RS VJM Pg B 2� D4,�OC PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. FOUND PUNCH IN CB BRASS DISK IN RIM =446.57 GONG MON /CASE (.03 S OF CALC LINE) IE= 443.57(S)8 °CMP IE= 444.37(N)8 °PVC £ W\Y._ -W- WV \ �W� w w -- \ WV s + �3 Qs'_- w -- w -�.. -- �} CONST BASELINE N I �- MON.__ + s \s o'rn w- w w -- w -.-.1 rn� r tp-W _yy. t' o $7HFO0 -sD- - -sD- - - so- - - - -sD - -- -sD - ss - -- ss- - -- ss -- / ss Ss -5 - - - _ -- _ -__ - - - -- - {�-F -- } :cmW SD s Cf) ',7 - - - - - s - -ss ss «_-iT' ss__ ss,.- / I -}y- MO�� _ sD LU f® �.� }� -'" �' a,m ma, ®„ - Z { _ - 1 -< _ �' v, •.. "� 'L5 �f; \I o R��' III TIR� Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SCALE 20 0 20 40 { FEET ) I INCH = 20 FT SSMH RIM = 464.16 IE= 455.96(E) [E=456 16(W) NO. REVISION SSMH 1 RIM= 457.05 IE= 446.35(W) J/ IE= 446.15(SW) IE= 446.25(SE) UTILITY DITCH IE= 446.25(E) (PWR, PHONE, CATV, GAS) CB RIM = 456.27 IE= 453.17(E)12 "CMP IE= 453.77(SW)6 "PVC BY DATE APPR L- - I LLJ I CYCad G Q I 0 SORIE 0 sGtE: MJL 1 =2D OES:G. : RWB O WN: DSH I oNE ,Nw I `j`�S 3 t s t o I ,* FALL dCAt� :F nor oreE wcx SGtE pCCOROMGtY .Dewed.. M .n _ SSMH RIM = 449.62 IE= 439.62(E) IE= 439.72(W) SDMH RIM= 455.26 IE= 450.96(S)12 "CONC IE= 450.86(E)12 "CONC CB RIM= 455.69 IE= 451.69(N)12 "CMP IE= 451.89(S)12 "CMP IE= 451.89(W)8 "CMP IE= 451.99(E)6 "PVC NORMO rC NN A '89dd CITY O E 1 RENTON DATUM Planning/Building/Public Works Dept. eC SDMH UTILITY DITCH RtM= 446.95 r(PWR, PHONE, IE =442.55(W)12 "CONC 1 CATV, GAS) IE= 442.35(E)12 "CONC IE= (N TO CB) wM v 4 � 1 CB RIM= 446.54 IE= 433.54(W)12 "CMP UTILITY DITCH IE= 433.54(E)12 °CMP (PWR, PHONE, CB PROTECTION (TYP) CATV, GAS) SEE DETAIL SHT, 28 STONE GATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A ROAD RESTORATION FIELD AVE NE / NE 20TH ST L2 113 J- 5°r/3I6 Z O + t s1 m r LLt Dr_ J t- Q PP E: SDMH LLI RIM= 444.01 z IE= 437.61(N)12 "CONC 11..1 IE =437.61(W)12 "CONC IE =437.51(E)12 "CONC Q IE =438.01(NW)10 "CMP CB RS • la� RIM= 443.24 IE =440.44(SE)12 "CMP J N -- wH-- _.w- ___w_��. WV's ® K Ch _-- SD- L..- SD-- - - -SD- I.�WV.. ss S � W m ®m -ss 1 - D - - -- Sp:' 14 "PI NE 20TH ST LS oM Ib�w"l NE & SE 3 -23 -5 REMOVE EX. POSTS (PO) & - WIRE. INSTALL ACCESS GATE PER DETAIL, SHT. 26. PROVIDE 3' PAVED PATH AROUND NORTH POST CB RIM = 441.21. IE= 438.91(S)8 °CMP 12'0 MAGNOLIA \, j SG - -W- -w- CONSi BASELINE #RP W- w- - w w- s D- 'x" I vvmw r° V o SSMH _ 1 -- --I-sD SDMH RIM= 444.04 RIM= 4h3.57 IE= 431,04(N) IE= 439.57(W)12 "CONC IE= 431.24(5) N IE= 439.47(5)12 "CONC i IE= 431.14(W) M C8 I ' IE= 439.37(E)12 "GONG RIM-443.28 �' RM = 443.44 IE= 440.44(E)12 °CMP �I IE= 439.94(W)12 "CMP IE=441.28(w)6-P VC IE= 439.74(N)12 °CMP WM IE= 439.84(S)12 "CMP CB PROTECTION (TYP) SEE DETAIL SHT, 28 � ;kQ Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT NO. �U11LITY DITCH (PWR, PHONE, CATV, GAS) SDMH RIM= 441.73 IE =43713(W)24 "CONC IE= 437.03(S)24 "CONC REVISION SDMH RIM = 441.25 IE= 430.55(S)18 "CONC IE= 430.35(E)18 "CONC IE= 430.35 8" 1 / W 1 / H - -- RIM =441, 54 E=43&24(W)I2" IE= 438.54(N)8 "CMP IE= 438.54(S)8 "ADS / R 36 FR - z---r= wN - o / B IM= 441.31 IE= 439.01(SW)8 "PVC "ocs�ciso:- 1 " =20' DSH 9NI .N <N 3 s o Y NOi ONE M'Gi BY DATE APPR nZ sc"'c PCC °'°p°1G`r �'fa 1v BASELINE PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. Vf(iTGL .. 1980 M" N°RIZONiN: WD 198]/1991 ,- �. CITY O E i CONVEYANCE RENTON IMPROVEMENTS o�E®° "' SCHEDULE A °.NG N Oz DATUM Plonning /Building /Public Woks Dept. ROAD RESTORATION NE 20TH ST sKM 19 C-0; s- 3`h7;�I`1 LO CV co W Z J Q i F �\F r 6)S Pyi J� REMOVE EX. FENCE & POSTS INSTALL ACCESS GATE PER DETAIL, SHT. 26. KEEP EX, 3' PAVED PATH AROUND NORTH POST A £/ l 2i O'SO�,C' REPLACE EX. CURB, GUTTER & oti 6' y SIDEWALK PER CITY OF RENTON c 2 2 STD, PLANS 101, 102 & 103 9SF T 9 S 0, T� 306 FJ27 �0 I B 2j O 46 A S ) 36 A t P'� a/yyi F�� J9 FOB 'q s 2s Os,EJ�'2.. 16 9p S S NE 3 -23 -5 N---- E?'2NO cr s_ s iS �6 i Fo SAP O L A oS 0 \ Jj S& J So'%'ys'bp A�pS / ti� s Ao moo's" sy SF CB PROTECTION (TYP) SEE DETAIL SHT. 28 mm PLACE 4" THICK CONCRETE SIDEWALK ss F8y PLANE ENTIRE ROAD WDTH 2' DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK iF`o ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR iF F�sSS ADJUSTING ALL MANHOLE LIDS, CATCH ss s BASIN FRAMES AND GRATES, AND .S o UTILITY VALVE BOXES TO FINISH GRADE. Sh °o co e�tio 20 vsSgOy \2 Cq ��2 w �FJ� `tS�AF j 8,9 q 9pSS �\ �o y / oTP 3Fs9 spy x 29 �Fo ��2�J /2,SS o0 J6 p90'9/ �o S S 11(�O �C o�T�ti ft5 s Off✓ s`,'+ , n O v v, 00 =° a w Ac IG Nye otic stioAL os o s ° o \� of YA_ vS� C), OS 'C' YI ROTF-'HILL z Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 i SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT / / /y / / / h' / / REMOVE EX. FENCE & POSTS INSTALL ACCESS GATE PER DETAIL, SHT. 26. KEEP EX, 3' PAVED PATH AROUND NORTH POST A £/ l 2i O'SO�,C' REPLACE EX. CURB, GUTTER & oti 6' y SIDEWALK PER CITY OF RENTON c 2 2 STD, PLANS 101, 102 & 103 9SF T 9 S 0, T� 306 FJ27 �0 I B 2j O 46 A S ) 36 A t P'� a/yyi F�� J9 FOB 'q s 2s Os,EJ�'2.. 16 9p S S NE 3 -23 -5 N---- E?'2NO cr s_ s iS �6 i Fo SAP O L A oS 0 \ Jj S& J So'%'ys'bp A�pS / ti� s Ao moo's" sy SF CB PROTECTION (TYP) SEE DETAIL SHT. 28 mm PLACE 4" THICK CONCRETE SIDEWALK ss F8y PLANE ENTIRE ROAD WDTH 2' DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK iF`o ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR iF F�sSS ADJUSTING ALL MANHOLE LIDS, CATCH ss s BASIN FRAMES AND GRATES, AND .S o UTILITY VALVE BOXES TO FINISH GRADE. Sh °o co e�tio 20 vsSgOy \2 Cq ��2 w �FJ� `tS�AF j 8,9 q 9pSS �\ �o y / oTP 3Fs9 spy x 29 �Fo ��2�J /2,SS o0 J6 p90'9/ �o S S 11(�O �C o�T�ti ft5 s Off✓ s`,'+ , n O v v, 00 =° a w Ac IG Nye otic stioAL os o s ° o \� of YA_ vS� C), OS 'C' YI ROTF-'HILL z Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 i SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT °o 0 w 4 W 0 0 0 a a 0 m 0 3 0 0 v 0 CJ z 0 a + cp tt W 1" I , I , I 11 , ,I 1�I I I , _= —� s, _- -- -F- -- \ a} �C -- Lw --- ! W - -� w -� —WT -- CS TYPE It RIM = 355.99 IE= 345.69(NW)24 "ADS IE= 345.79(SW)24 "ADS IE= 352.49(NE)12 "ADS SSMH RIM= 356.90 CTR= 343.53 �t it w Il to w��m WO � J W JJw CB PROTECTION (TYP) SEE DETAIL SHT. 28 N l f I ' I I£ 1 I ' II I 1 ilW � niA n � NPy ZOZ + cp tt W 1" I , I , I 11 , ,I 1�I I I , _= —� s, _- -- -F- -- \ a} �C -- Lw --- ! W - -� w -� —WT -- CS TYPE It RIM = 355.99 IE= 345.69(NW)24 "ADS IE= 345.79(SW)24 "ADS IE= 352.49(NE)12 "ADS SSMH RIM= 356.90 CTR= 343.53 Nm.� .m ®oq SS m .. �y -- SS.... -.-gS� C/) ..I LU w- ----------- -w mfnAm u + +� w w 0 JJW W w J N r � Z � N N_ N; ➢g o N I NE 3 -23 -5 LYp----- -- .'S_AVE...NE S —" W— N I n ➢ Z I �!, n�O U O O C 370 o� N Nzo r, FOR CONTINUATION SEE SHT. 24 —w- FOR CONTINUATION SEE SHT. 24 rn' SSMH RIM= 360.50 IS CTR= 341.74 u, I CB PROTECTION (TYP) i° 111 % )1 Ce TYPE a SEE DETAIL SHT. 28 RIM 357 98 IE 344.78(NW SE)24 ADS LYONS N —'pn , $I IE =353, 08(NE)12 ADS / IE= 353 -68(N W)6 "PVC 09£ IN W.. --'-X w ., FOUND PUNCH IN BRASS DISK IN CONC MON / CASE Q FOUND PUNCH IN SSMH `BRASS DISK IN PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 RIM = 356,36 CONIC MON /CASE IF CTR= 342,99 CB RIM= 356.13 IE= 353.03(SW)12 "ADS SCALE 20 0 20 40 ( FEET ) I INCH = 20 FT NO. CB RIM = 357.37 IE= 354.17(SW)12 "ADS REVISION T A r, � y0 o U moo X Z NZ m Z _ FOR CONTINUATION SEE SHT. 20 T,, �� ➢gym ` e',.i,t, Z � o ➢00N— �I� N k N w LU nlA e el { zo W WUN- -- �NZW c o D N FOUND PUNCH IN BRASS DISK IN CONIC MON /CASE SDMH RIM= 360.39 �IE= 343.89(N,SE)24 "ADS IE= 354.79(W)12 "ADS SSMH RIM = 360.20 IF CTR = 341.45 T P�NGNN . F FPM M N I OPS`L PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. �F C,p�'� Fo0o >Ni, 1446 r l,P\�RO 3By ,?2j��J2° Ss .92� / B AgOs �o MJL �:N°.., X.w WI CITY 0 F x0arE0Xiq: Nqp 1993/1991 ,- - DEEICNEO: 1 rr =20 �I }�- RWB DWB - -- RENTON OHE ,X ceEC 3 /S A a. Eui DATUM Plonning /Building /Public Works Dept. .c Xo* oxE INCx scut ecccuoac�v STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A ROAD RESTORATION LYONS AVE NE G+Q; ^3'4731 0 W m CD O N I -� W `Z ME. 21 �t it w Il to w��m WO � J W JJw N l f I ' I I£ 1 I ' II I 1 Nm.� .m ®oq SS m .. �y -- SS.... -.-gS� C/) ..I LU w- ----------- -w mfnAm u + +� w w 0 JJW W w J N r � Z � N N_ N; ➢g o N I NE 3 -23 -5 LYp----- -- .'S_AVE...NE S —" W— N I n ➢ Z I �!, n�O U O O C 370 o� N Nzo r, FOR CONTINUATION SEE SHT. 24 —w- FOR CONTINUATION SEE SHT. 24 rn' SSMH RIM= 360.50 IS CTR= 341.74 u, I CB PROTECTION (TYP) i° 111 % )1 Ce TYPE a SEE DETAIL SHT. 28 RIM 357 98 IE 344.78(NW SE)24 ADS LYONS N —'pn , $I IE =353, 08(NE)12 ADS / IE= 353 -68(N W)6 "PVC 09£ IN W.. --'-X w ., FOUND PUNCH IN BRASS DISK IN CONC MON / CASE Q FOUND PUNCH IN SSMH `BRASS DISK IN PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 RIM = 356,36 CONIC MON /CASE IF CTR= 342,99 CB RIM= 356.13 IE= 353.03(SW)12 "ADS SCALE 20 0 20 40 ( FEET ) I INCH = 20 FT NO. CB RIM = 357.37 IE= 354.17(SW)12 "ADS REVISION T A r, � y0 o U moo X Z NZ m Z _ FOR CONTINUATION SEE SHT. 20 T,, �� ➢gym ` e',.i,t, Z � o ➢00N— �I� N k N w LU nlA e el { zo W WUN- -- �NZW c o D N FOUND PUNCH IN BRASS DISK IN CONIC MON /CASE SDMH RIM= 360.39 �IE= 343.89(N,SE)24 "ADS IE= 354.79(W)12 "ADS SSMH RIM = 360.20 IF CTR = 341.45 T P�NGNN . F FPM M N I OPS`L PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. �F C,p�'� Fo0o >Ni, 1446 r l,P\�RO 3By ,?2j��J2° Ss .92� / B AgOs �o MJL �:N°.., X.w WI CITY 0 F x0arE0Xiq: Nqp 1993/1991 ,- - DEEICNEO: 1 rr =20 �I }�- RWB DWB - -- RENTON OHE ,X ceEC 3 /S A a. Eui DATUM Plonning /Building /Public Works Dept. .c Xo* oxE INCx scut ecccuoac�v STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A ROAD RESTORATION LYONS AVE NE G+Q; ^3'4731 0 W m CD O N I -� W `Z ME. 21 i n i 3 0 T FOR CONTINUATION SEE SHT. 23 e- itr N z 1 N a f II 3', II L �C� 1 CB TYPE II RIM= 350.09 IE= 342.59(N, SE)24 "ADS IE= 346.29(S)12 "ADS IE= 346.59(E)12 "ADS IE= 346.99(NW)6 °PVC oyay "\SD _ ^SO .W F \ • p. y1lP'�'L 3•, i �rl e so dP LINE STA. 23 +50 (ABOVE) CB RIM= 349.51 IE= 345.71(S)12 "ADS POUND PUNCH IN BRASS DISK IN CONC MON /CASE SSMH RIM = 347.04 Cg IF CTR= 331.55 RIM= 343.65 IE= 339.45(N, SW)24 "ADS m IE= 340.45(SW)6 "PVC 1 `SD h brn ^r ^ ^ ^"SI r� \ FOUND PUNCH IN BRASS DISK IN CONIC MON /CASE 5 P� 5 1 6b e'ti CB RIM = 342.67 IE= 335.47(N)IB "ADS IE =335 37(SW)18 "ADS SSMH RIM-342.81 IE CTR = 330.91 NE 3 -23 -5 E - -_ So^ CB RIM= 339.96 IE =335.61(N,S)2 4"ADS -CB PROTECTION (TIP) SEE DETAIL SHT. 28 SSMH RIM= 339.20 IF CTR= 328.74 - _ :e 001 -w- W.--� t 0oNs +^ FOUND PUNCH IN BRASS DISK IN CONC MON /CASE METAL CULVERT C8 TYPE II [E--322 61 RIM= 328.54 4' HIGHx5.4' WIDE 7 IE= 320.84(E, W,SE)12 "ADS j(/( IE= 324.64(NW)6 "PVC ) NE 26TH ST FH WM / -_ 55 1 A\ R1 G s SD _ n Sa D--:a - H -- n - _ - _- _- - a ._ o offm a .- ... m m m ®m 11 11 SS „ - .i m 11 1 rj - -w- - -w- j`-�55��1. •�4mm ,�-W ___ ___ 5 __ _ ___ _ _ _ �'/ -w � W w - -_ / 5 " �A / CB TYPE It A RIM =328.29 44- Pr3E -( IE= 321.39(NW)12 "ADS CB PROTECTION (TIP) J2�� oaf ZIP �� , 9 SEE DETAIL SHT, 28 F16 P41 5 � K,' ✓S,SS� o\ / 4 Oa METAL CULVERT o i ✓° \ W� 2' IE= 323.13 4 5'HIGHx5 7'WIDE 4-10 RSA ti y` e 7V' /E 33p R /iysp</p Cg f 330 BS SF)24 q . ` �1 Rs <wjs q0 s S F BR �Np A CpNC S 04 CN / MpN /C� N .:'. '1..'.:. . 5 . 4 CB RI = 326.25 IE= 321.75 W)72 "ADS IE= 321.85 S)12 "ADS IE =322.6 (N)6 "PVC r CrR` 333SMy 37492 _ S 40Mti /Fo 33 329 S �3 s'3(lVF S"�2q,q OS M CD I N + co 00 C/) y 5Z. /tip t try y'a W - _ +~f St; J r ' Oi Q s a f II 3', II L �C� 1 CB TYPE II RIM= 350.09 IE= 342.59(N, SE)24 "ADS IE= 346.29(S)12 "ADS IE= 346.59(E)12 "ADS IE= 346.99(NW)6 °PVC oyay "\SD _ ^SO .W F \ • p. y1lP'�'L 3•, i �rl e so dP LINE STA. 23 +50 (ABOVE) CB RIM= 349.51 IE= 345.71(S)12 "ADS POUND PUNCH IN BRASS DISK IN CONC MON /CASE SSMH RIM = 347.04 Cg IF CTR= 331.55 RIM= 343.65 IE= 339.45(N, SW)24 "ADS m IE= 340.45(SW)6 "PVC 1 `SD h brn ^r ^ ^ ^"SI r� \ FOUND PUNCH IN BRASS DISK IN CONIC MON /CASE 5 P� 5 1 6b e'ti CB RIM = 342.67 IE= 335.47(N)IB "ADS IE =335 37(SW)18 "ADS SSMH RIM-342.81 IE CTR = 330.91 NE 3 -23 -5 E - -_ So^ CB RIM= 339.96 IE =335.61(N,S)2 4"ADS -CB PROTECTION (TIP) SEE DETAIL SHT. 28 SSMH RIM= 339.20 IF CTR= 328.74 - _ :e 001 -w- W.--� t 0oNs +^ FOUND PUNCH IN BRASS DISK IN CONC MON /CASE METAL CULVERT C8 TYPE II [E--322 61 RIM= 328.54 4' HIGHx5.4' WIDE 7 IE= 320.84(E, W,SE)12 "ADS j(/( IE= 324.64(NW)6 "PVC ) NE 26TH ST FH WM / -_ 55 1 A\ R1 G s SD _ n Sa D--:a - H -- n - _ - _- _- - a ._ o offm a .- ... m m m ®m 11 11 SS „ - .i m 11 1 rj - -w- - -w- j`-�55��1. •�4mm ,�-W ___ ___ 5 __ _ ___ _ _ _ �'/ -w � W w - -_ / 5 " �A / CB TYPE It A RIM =328.29 44- Pr3E -( IE= 321.39(NW)12 "ADS CB PROTECTION (TIP) J2�� oaf ZIP �� , 9 SEE DETAIL SHT, 28 F16 P41 5 � K,' ✓S,SS� o\ / 4 Oa METAL CULVERT o i ✓° \ W� 2' IE= 323.13 4 5'HIGHx5 7'WIDE 4-10 RSA ti y` e 7V' /E 33p R /iysp</p Cg f 330 BS SF)24 q . ` �1 Rs <wjs q0 s S F BR �Np A CpNC S 04 CN / MpN /C� N .:'. '1..'.:. . 5 . 4 CB RI = 326.25 IE= 321.75 W)72 "ADS IE= 321.85 S)12 "ADS IE =322.6 (N)6 "PVC r CrR` 333SMy 37492 _ S 40Mti /Fo 33 329 S �3 s'3(lVF S"�2q,q OS Ce RIM= 326.28 IE= 322.58(N)12 "ADS PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE, PLACE NEW 2" THICK j. ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. S WALIG e�pF WASh.J Cato 38087 4' AL SCALE R OTI-'rl I LL 20 p SCALE ZD 40 ` °RWO 1 r =2 STONEGATE LIFT STATION CONVEYANCE NPRrzONiN.: NM 198 }/1991 1 T 0 RENTON IMPROVEMENTS ° W" SH SCHEDULE A Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) I " "`" 1 DATUM AT °_� Plonniny /Bad 9 /Pubic Works Deft. ROAD RETORATION 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 l INCH = 20 FT - NO. REVISION BY DATE APPR ^a° °� 33 � A ��"'` ""°p °'" " LYONS AVE NE / NE 26TH ST I- LL1 z M I N C/) y t try y'a O +~f St; $SY.' Sew Oi UJI S Q Ce RIM= 326.28 IE= 322.58(N)12 "ADS PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE, PLACE NEW 2" THICK j. ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. S WALIG e�pF WASh.J Cato 38087 4' AL SCALE R OTI-'rl I LL 20 p SCALE ZD 40 ` °RWO 1 r =2 STONEGATE LIFT STATION CONVEYANCE NPRrzONiN.: NM 198 }/1991 1 T 0 RENTON IMPROVEMENTS ° W" SH SCHEDULE A Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) I " "`" 1 DATUM AT °_� Plonniny /Bad 9 /Pubic Works Deft. ROAD RETORATION 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 l INCH = 20 FT - NO. REVISION BY DATE APPR ^a° °� 33 � A ��"'` ""°p °'" " LYONS AVE NE / NE 26TH ST I- LL1 z <y r NE 3 -23 -5 W�.W'.WWW.W.W.yW WWW.r�I „��WWW�W lI I`�6' ,I�l v94T �Iy�AR80 NITAEv I CB PROTECTION (TYP) 3 SEE DETAIL SHT. 28 a> �' w �' ”' ,=4 PM's �9 Ltj-'j ° x � 6 C� 6 FIR % y ' 6�" EL1 N NE 26TH ST y W W y6WnA _ W y rsiaa all WM iii, N � LU SS FORCE MAIN 5`'� GRAVITY I 1�1u z SS MAINO� _ _ 30 +0 I 3 ( 'y"3o I 1 .� m m m w r ...... „ .gym ��— LLJ - -w — 3 tLi rNi iv —w — w —W — SS -- I. Jw _W \ WV w _ _wV i 5 j 4 5 5 SSA. RS W \ ro U) N 2 Q O 2'TALL LAUREL CONC 2'TALL LAUREL W DRIVE s ,. E .5"SF' I , c�i it io CB SOLID LID SSMH` < RIM = 326.91 RIM -327.52 o w Y, IE= 321.01(N)12 "ADS REPLACE EX. CURB, GUTTER & ^ m I ' 1 tE =3i 5.32(NE) + r _ I1 p Op IE= 321.01(w)1 2 'CMP SIDEWALK PER CITY OF RENTON [E=31 5,42(W) STD. PLANS 101, 102 & 703 r- d -' , Uwe f0 FOR CONTINUATION SEE SHT. 25 ROTFIHILL o Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 i d i .a 56 N 4 , R \M, ,g POS PPPROxM N PEC30 90 \E'3564 l5 11a POS VyPTELos �NKc\OWN -(N5� W y UNGN \N F pON� pASK 3PSE gRP MONI GANG SCALE 20 0 20 40 ( FEET ) 7 INCH = 20 FT NO. FOR CONTINUATION SEE SHT. 21 O 3 l' W CJ !n N N m [tF l l y U C1 C^^ 1 d p 0 m II 11 11 f1 0 pONpH \N vmwwww �. /1 eQ /N/ 3�f m�M O <O POONO SS O15y�p50 g GANG 9 w n S— — CB PROTECTION (TYP) SSMH Sa 9� g2 r 1 1 I s' SEE DETAIL SHT. 26 1 t f � + mein zN Vi cNn ,n co t 1 1�� r Ucpp �M wl O N II ' �rnp 1 w 18 1 FOR CONTINUATION SEE SHT. 21 9URJE 0 9W1C: VFfliIGL N4Vt1 ,980 OE5,6NE0: J t _ 20 CITY OF Rwa RENTON OR4WN: OSH wr �rv`fl DATUM 16- o-r ruu srus Planning /Building /Public Works Dept. vrs S 3 rs i ,E rvo, orvE ,rvrH REVISION BY DATE APPR o: r 9c .c .cwamrvU.+ PLACE NEW 4" THICK CONCRETE SIDEWALK PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A ROAD RESTORATION NE 24TH ST & NE 26TH ST PKE: a SOM 0 o- aol �a \E'36 w.,,Ols� X12 POS \ 365 oOIN SSM 9 3Ia7 R \M o N 9(S' \E ° -3636w g9iEi z 0 w 1 1 J <y r NE 3 -23 -5 W�.W'.WWW.W.W.yW WWW.r�I „��WWW�W lI I`�6' ,I�l v94T �Iy�AR80 NITAEv I CB PROTECTION (TYP) 3 SEE DETAIL SHT. 28 a> �' w �' ”' ,=4 PM's �9 Ltj-'j ° x � 6 C� 6 FIR % y ' 6�" EL1 N NE 26TH ST y W W y6WnA _ W y rsiaa all WM iii, N � LU SS FORCE MAIN 5`'� GRAVITY I 1�1u z SS MAINO� _ _ 30 +0 I 3 ( 'y"3o I 1 .� m m m w r ...... „ .gym ��— LLJ - -w — 3 tLi rNi iv —w — w —W — SS -- I. Jw _W \ WV w _ _wV i 5 j 4 5 5 SSA. RS W \ ro U) N 2 Q O 2'TALL LAUREL CONC 2'TALL LAUREL W DRIVE s ,. E .5"SF' I , c�i it io CB SOLID LID SSMH` < RIM = 326.91 RIM -327.52 o w Y, IE= 321.01(N)12 "ADS REPLACE EX. CURB, GUTTER & ^ m I ' 1 tE =3i 5.32(NE) + r _ I1 p Op IE= 321.01(w)1 2 'CMP SIDEWALK PER CITY OF RENTON [E=31 5,42(W) STD. PLANS 101, 102 & 703 r- d -' , Uwe f0 FOR CONTINUATION SEE SHT. 25 ROTFIHILL o Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 i d i .a 56 N 4 , R \M, ,g POS PPPROxM N PEC30 90 \E'3564 l5 11a POS VyPTELos �NKc\OWN -(N5� W y UNGN \N F pON� pASK 3PSE gRP MONI GANG SCALE 20 0 20 40 ( FEET ) 7 INCH = 20 FT NO. FOR CONTINUATION SEE SHT. 21 O 3 l' W CJ !n N N m [tF l l y U C1 C^^ 1 d p 0 m II 11 11 f1 0 pONpH \N vmwwww �. /1 eQ /N/ 3�f m�M O <O POONO SS O15y�p50 g GANG 9 w n S— — CB PROTECTION (TYP) SSMH Sa 9� g2 r 1 1 I s' SEE DETAIL SHT. 26 1 t f � + mein zN Vi cNn ,n co t 1 1�� r Ucpp �M wl O N II ' �rnp 1 w 18 1 FOR CONTINUATION SEE SHT. 21 9URJE 0 9W1C: VFfliIGL N4Vt1 ,980 OE5,6NE0: J t _ 20 CITY OF Rwa RENTON OR4WN: OSH wr �rv`fl DATUM 16- o-r ruu srus Planning /Building /Public Works Dept. vrs S 3 rs i ,E rvo, orvE ,rvrH REVISION BY DATE APPR o: r 9c .c .cwamrvU.+ PLACE NEW 4" THICK CONCRETE SIDEWALK PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A ROAD RESTORATION NE 24TH ST & NE 26TH ST PKE: F11111m,1111, � Illpppllletl��ll1J a 11111►111111111i11111� I III Iiiii I °III01mili■ �I v r FOUND \\ W CND pUMN �AS /Sk N A. Op DlS3A re0 { \ \ \ UcP 9 , CTR 3g.48R o. 8Rq SD PUNC CONC M DISK, /� IN °NlOgSF FOUND PUNCH IN BRASS DISK IN CONC MON /CASE SSMH RIM= 373.14 IS CTR= 359.92 CB RIM= 376.67 IE= 373.77(E)12 "ADS IE= 373.67(W)6 "PVC FOR CONTINUATION SEE SHT. 21 FOUND PUNCH IN BRASS DISK IN F CONIC MON /CASE M CO Z II, FOUND PUNCH IN BRASS DISK IN \$_ CONIC MON /CASE `r WV _ - -- .3 iT _ 1 11 § I! \ NE 21ST CT SSMH RIM= 367,75 IS CTR= 360.83 r ti CB RIM = 376.62 IE= 373.12(W)12•'ADS IE= 373.12(N)12 "ADS FOR CONTINUATION SEE SHT. 21 ROTF-'rl ILL 20 0 SCALE 20 ' Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ( FEET ) 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1 INCH = 20 FT CS PROTECTION (TYP) SEE DETAIL SHT. 28 /F33 41V"-'p' E'Se / VCS J C8 PROTECTION (TYP) SEE DETAIL. SHT. 28 ., N I/ .'. 5 \ w_� / CB(TYPE II) RIM= 358.09 IE =355.19(N)6 "PVC IE= 349.89(SE)12 "ADS IE Q O FOR CONTINUA �� -- CB(TYPE II) RIM= 355.62 $\ �( IE= 351.02(NW)12 "ADS IE= 352.92(E)6 "PVC J + — —SD_—_.—.—SD__—_- �— SD- - - -_SC Y Iw BO FOUND PUNCH IN 7/1/;1 BRASS DISK IN CONC MON /CASE r 4 Y. z w N =L� '(Pz aoo z<Z :E SHT. 21 PLANE ENTIRE ROAD WIDTH 2' DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. + I L W L LLJ I1J , i 6 , FOR CONTINUA �� -- CB(TYPE II) RIM= 355.62 $\ �( IE= 351.02(NW)12 "ADS IE= 352.92(E)6 "PVC J + — —SD_—_.—.—SD__—_- �— SD- - - -_SC Y Iw BO FOUND PUNCH IN 7/1/;1 BRASS DISK IN CONC MON /CASE r 4 Y. z w N =L� '(Pz aoo z<Z :E SHT. 21 PLANE ENTIRE ROAD WIDTH 2' DEEP KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY NOTE: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ALL MANHOLE LIDS, CATCH BASIN FRAMES AND GRATES, AND UTILITY VALVE BOXES TO FINISH GRADE. a a i Y v n z 0 O i- M r J ltd.= J O Q CULVERT N 12 "CONC 2' WOOD ASPHALT POSTS DRIVE I , O i- M r - ltd.= J Q CULVERT IE= 359.95 12 "CONC PLANE EX. PAVEMENT & MATCH E? PAVEMENT GRADE PER BUTT JOINT DETAIL SHT. 26 NE 3 -23 -5 & NW 2 -22 -5 FOR CONTINUATION SEE SHT. 23 D STA. 30 +16 L O F m ° Frr?* REPLACE EX, CURB, GUTTER & N y� I i., LEJ 4 -� SIDEWALK PER CITY OF RENTON STD. PLANS 101, 102 & 103 (2'TAL4. LAORELf �°''Or� f ,E r / INSTALL WHEELCHAIR RAMP w/ DETECTABLE WARNING PATTERN PER CITY OF RENTON STD. PLAN 106,1 CONTRACTOR SHALL MAKE REPAIRS 2' WOOD TO EX. IRRIGATION SYSTEM AS REO'D. I FILTER FABRIC FENCE (TYP) t WALL SEE DETAIL SHT, 28 _ - - - - - - - - p'TALL LAUREL - _ _ WM 4 xcLF 148TH AVE SE / NILE AVE NE / — l WM x / co G Wm _ x WV - - --_ — -- / - - 16 0 -s- - - - - - ADRVET IGA \ ED N_V RT.' 16 °CMP � wM(z) i� INSTALL INLET /OUTLET PROTECTION — (TYP) SEE DETAIL SHT. 28 FILTER FABRIC FENCE (TYP) INSTALL CHECK DAMS AS C SEE DETAIL SHT. 28 REO'D. (TYP) SEE DETAIL 26 SHT. 28 FIHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 10 "MP TWIN ano \ I FILTER FABRIC FENCE (TYP) SEE DETAIL SHT. 28 / NILE AVE NE -w PLANE EX. PAVEMENT & MATCH EX, PAVEMENT GRADE PER BUTT JOINT DETAIL SHT. 26 CMP ` - - _ _ - _ 1_2 °CMP CONST. BASELINE CULVERT - IE= 330.37 16 °CMP i.,V wcRi CULVERT IE= 329.88 IE= 326.18 16 °CMP 12 "CMP IE= 325.45 12 "CMP PLANE EXISTING PAVEMENT PLACE NEW 4° THICK CONCRETE SIDEWALK O t(1 s — — ss — — s — — ss - - 5 - - (y) PLACE NEW 2" THICK ASPHALT OVERLAY - — �12 CONC — - -� I-- NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR W ADJUSTING ALL MANHOLE LIDS, CATCH BASIN Cx x z FRAMES AND GRATES, AND UTILITY VALVE CULVERT x 6' WOOD F J 2. BONTRACTORNISHRESPONSIBLE FOR REPLACING IE= 367.69 CULV RT FENCE Z 12 "CONC IE =36 .58 �„) ALL EXISTING PAVEMENT MARKINGS & TRAFFIC 12 "CO C CONST. BASELINE BUTTONS IN NEW ASPHALT OVERLAY AREAS. Q FILTER FABRIC FENCE (TYP) SEE DETAIL SHT, 28 INSTALL INLET /OUTLET PROTECTION �Ti. W AL j, (TYP) SEE DETAIL SHT. 28 ;� OF wneH,./+?„ SCALE 20 0 20 40 ( FEET ) 1 INCH = 20 FT u..9� �s .5 t,-f /-:i d PLANE EX HMA 2" DEPTH /KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY THICK @ 0 HMA (CLASS YZ') �j—MATCH EX. SLOPE (1) ROADWAY CROSS SECTION 2F) NTS HMA (CLASS Y2 ") MATCH EX, SLOPE, t I-2" THICK 0 0 48' MIN. UNLESS OTHERMSE APPROVED BY THE ENGINEER PVC PIPE 6 "MIN. T_ -COPPER TRACE WIRE ATTACHED TO PIPE w/ DUCT TAPE MATERIALS NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. TRENCH DETAIL FOR FORCE MAIN NTS 2" HMA (CLASS 1 ") OVERLAY PER TYP, ROADWAY CROSS SECTION MIN. 2" HMA (CLASS 11 ") MATCH EX. PAVEMENT DEPTH 6" CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MODIFIED PROCTOR EX. PAVEMENT \� \� \/ \// / UNDSTURBED ROADWAY CROSS SECTION /'`E `SAW CUT EDGE OF EX. PAVEMENT COURSE OR NATIVE 1IR 3 "x3 %3/8" ANGLE IRON CUT 2" HMA CLASS 74 ") OVERLAY PER ( TO FIT W/ 1 1/2' HOLE THR*TE ") PLANE Ex HMA 2" DEPTH TYP. ROADWAY CROSS SECTION TOP CENTER, TYPICAL WELDE HMA (CLASS Ys KEEPING EXISTING GRADE. MIN. 2" HMA (CLASS & ") MATCH TO GATE MATCH EX. SLOPE 2" THICK PLACE NEW 2" THICK EX, PAVEMENT DEPTH GGATE ASPHALT OVERLAY 6" CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MODIFIED PROCTOR INSTALL 4 RED REFLECTORS i 0 x 4" LONG 1' EX. PAVEMENT W/ 1/4" PIN GALV STEEL. PLATES "WFROM2 1/2" HOLE MIN. WELDED OR BOLTED TO GATE 3 /8 BARS. REFLECTORS TO FACE VARIES i5 if 0 oa oOO o0 000° oo 0 00 00 0 0o %�� VEHICLE ENTRANCE SIDE ONLY - —_\ o�° o00 PA y\ <1 \ \ \ \ //\ \ /j\ A� CONCRETE CAP FUR3 "N SCH 40 STEEL PIPE. TOP / /�\�� SAW CUT EDGE "0 BY OF GATE TO BE LEVE L " "" / \ \ / ��A /�� OF EX. PAVEMENT J:. 6 SCH BO 21 -0 �1 ROADWAY CROSS SECTION �o�RSEGR °NATVE BA TOP STEEL POST UNDISTURBED 3' -0 "' 3' -0' 3' -0' 26 NT$ NATIVE j IF APPROVED IN WRITING BY MATERIAL ` i0 95% MODIf ED PROCTORT n PLANE EX HMA 2" DEPTH /KEEPING EXISTING GRADE. PLACE NEW 2" THICK ASPHALT OVERLAY THICK @ 0 HMA (CLASS YZ') �j—MATCH EX. SLOPE (1) ROADWAY CROSS SECTION 2F) NTS HMA (CLASS Y2 ") MATCH EX, SLOPE, t I-2" THICK 0 0 48' MIN. UNLESS OTHERMSE APPROVED BY THE ENGINEER PVC PIPE 6 "MIN. T_ -COPPER TRACE WIRE ATTACHED TO PIPE w/ DUCT TAPE MATERIALS NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. TRENCH DETAIL FOR FORCE MAIN NTS 2" HMA (CLASS 1 ") OVERLAY PER TYP, ROADWAY CROSS SECTION MIN. 2" HMA (CLASS 11 ") MATCH EX. PAVEMENT DEPTH 6" CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MODIFIED PROCTOR EX. PAVEMENT \� \� \/ \// / UNDSTURBED ROADWAY CROSS SECTION /'`E `SAW CUT EDGE OF EX. PAVEMENT COURSE OR NATIVE 1IR NTS NATIVE /E MATERIAL ,�ENGINEER, APPROVED IN WRITING BY COMPACT TO 95% MODIFIED PROCTOR PLANE EXISTING HMA HMA (CLASS YZ') SEAL JOINT WITH BINDER PG 64 -22 EX. HMA VARIES 2" (TYPICALLY 2" — 4 ") 10' �I EXISTING HMA PAVEMENT — 3 NOTES: > 1. SEE PLANS FOR SPECIFIC CONSTRUCTION ° I LOCATIONS 2. MATCH JOINTS SHALL BE CONSTRUCTED IN n ACCORDANCE WITH SECTION 5- 04.3(21) (ASPHALT CONCRETE PAVEMENT BUTT JOINTS). s 3. PLANING SHALL BE DONE IN ACCORDANCE WITH SECTION 5- 04.3(14) (PLANING - BITUMINOUS PAVEMENT). BUTT JOINT DETAIL NTS i iI0 HUT I -'rlI LL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 PVC PIPE fi'MIN. T_ BEDDING MATERIALS (-�-- 38 "MIN. NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL, TRENCH DETAIL FOR GRAVITY MAIN NITS STAINLESS STEEL CASING SPACER (CASCADE WATERWORKS MFG.) OR EQUAL S12ED TO FIT CARRIER PIPE & CASING WITH SAND AR SPACE 6 "0 SCH 80 STEEL POST FILLED W/ CONIC, TYP EACH SIDE'S 3 "0 SCH 40 STEEL PIPE WELDED STEEL HINGE FIXTURES W/ BOLT THRU CENTER, THREE (3) EACH NEW PRECAST MANHOLE BASE SECTION 24 "TYP �_6 %6 %3/8" 3' "I MIN GALVANIZED STEEL GUSSET EXISTING ROAD SURFACE SUPPORTS 3' -2" NOTES GATE & POST CONSTRUCTION SHALL CONSIST OF HOT DIPPED GALVANIZED STEEL PIPE. ALL CROSSBARS SHALL HAVE CONTINUOUS FILLET WELD. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & PROVIDE SHOP DRAWINGS OF GATE & POST ASSEMBLY (INCLUDING HINGE & LATCH FIXTURES) FOR APPROVAL BY CITY REPRESENTATIVE PRIOR TO CONSTRUCTION. ALL METAL & WELD JOINTS ASSOCIATED W/ GATE & POST ASSEMBLY SHALL BE HOT DIPPED GALVANIZED STEEL & GALVANIZED STICK TREATMENTS FOR JOINTS. ACCESS GATE DETAIL NTS i I+--- NEW PRECAST MANHOLE SECTION ( 24 "TYP 10° HOPE -1 SEWER MAIN COUPLING (TYP) - -1TI -I Iil- III -Tt F n EE T X. 8" SEWER MAIN 10 "SDR 35 - -8 "SDR 35 PVC SPOOL PVC SPOOL 4 "- 6" COMPACTED CONCRETE OR SAND COLLAR MIT BEDDING MATERIAL ADAPTER FOR PVC PIPE (TYP) ELEVATION INSTALLATION PROCEDURES: 1. EXPOSE & REMOVE EXISTING PIPE. 2, SET MANHOLE & PVC SPOOL PIECES IN PLACE TO PROPER ALIGNMENT & GRADE 3. RECONNECT PIPE WITH COUPLINGS ( ROMAC 501 LONG BARREL OR EQUAL) COUPLINGS SHALL HAVE ROMAC S.S. STIFFENING INSERT OR EQUAL FOR HOPE PIPE END. ............ 4. CHANNEL MANHOLE PER CITY STANDARDS. 18 "MIN. (PER PLANS, STEEL OR CASING SEAL -'� I-8 'PVC FORCE MAIN HOPE CASING TO FIT CARRIER (TYREACH PIPE. NDTES END) 1. FILL ANNULAR SPACE BETWEEN SEWER FORCE MAIN AND STEEL SECTION A -A CASING WITH SAND. 2, SEAL EACH ENDS OF CASING WITH FLEXIBLE END SEALS SUCH AS MODEL W BY PIPELINE SEAL & INSULATOR OR EQUAL. 3- CASING SPACERS SHALL BE INSTALLED A MAXIMUM OF 10' ON CENTER. PIPE CASING DETAIL SPECIAL MANHOLE CUT -IN INSTALLATION NTS CLD , :5" 3 '�-?i.we� r; 18 "0 CONCRETE I'„ FOOTING, TYP—, i 18 "0 CONCRETE I'„ FOOTING, TYP—, 60 "0 TYPE II CB 1 I I I I I i I I I I D MANHOLE FRAME & COVER PER CITY OF RENTON STD. PLAN 8024 STEEL CASING "PVC SS 18 "PVC (LF AS REQ'D) 18" CPLG. FERNCO SERIES 1006 #1006 -1818 OR APPROVED EQUAL (TYP. BOTH SIDES) 1 I — -- EX.18 "CONC SD 1 I l> 4 60 "0 TYPE II CB PER CITY OF RENTON STD PLAN B027 0 o L AR IN 2' M �15 "PVC SS w LL z d CUT -INTO EX. 18" SD. D 6 A D 21 "0 .STEEL CASING 15 "PVC S S) IE= 404.92 (EX,18" ABS) 71E = 404 CONTR. TO VERIFY LOCATION & DEPTH OF D o EX. 18" SD m *CENTER 15" SS PIPE SO PIPE BELLS 3 ARE NOT LOCATED WITHIN CASING. w MODIFIED TYPE it WHO CB NTS a IS O FIL L Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 NO. REVISION 8 "G. 8 "G.V- (MJxMJ) & VALVE BOX ADJUSTABLE PIPE �� ,,, SUPPORT, STANDDN MODEL 589 lq�', 717n,2`1 STEPS OR LADDER -� 8 "G.V.(MJxMJ) & VALVE BOX - - UTD 4° �-72 "0 STD. MANHOLE A ° 4" GATE VALVE (FL) AIR RELEASE VALVE NOTE: 1. ALL BOLTING MATERIAL SHALL BE STAINLESS STEEL WITHIN AIR -VAC ASSEMBLY. 2. ALL FITTINGS SHALL BE LINED D.I. WITHIN THE MANHOLE UNLESS OTHERWISE NOTED. PLAN 72 "0 STD, MANHOLE "PVC 2 VENT TO SUMP AIR RELEASE VALVE ° SHALL BE "SAAR" ARI MODEL D -020 STEPS (POLYPROPYLENE) W/ 4" FLANGED END UNI 4" GATE VALVE (FL) 'o z eg ' a D RESILIENT SEAT W/ 0 0 �. NRS & HANOWHEEL m 6•'x4" RED. (FL)--,,. 8 6" 11.25• BEND (FLxFL) -- ll2S r_5' -0" (TYP) 1" CHICAGO PNEUMATIC FTG. eD D i" SS BALL D VALVE S' LINED D.I. SPOOL (FLxPE) D 5" LINED D.I. 27. GROUT (TYP.) SPOOL (FLxPE) x: SUMP 8 "x 6" TEE (FLxFL) GROUT FLOOR TO (ROTATE TEE PER DRAIN TO SUMP SECTION A) i' MIN. FOUNDATION GRAVEL ELEVATION SINGLE AIR/VAC ASSEMBLY DETAIL N TS V.(MJxMJ) COPPER WIRE ATTACHED TO PIPE w/ DUCT TAPE .EDE r MJL x°aiio rw'r is+say � CITY OF Dcsw"eo: AS NOTED �p RWB DSH =� RENTON qEy,�• °NE irvG� DATUM 01E7� '3/15/1&1 ar rT scut Plannin 8uildin Public Works Dept. ��e ayF�-�_� z it uor oxs 1rrc« 9� 9� P BY DATE APPR -( l�YJ �J / 'e ' accoeowea 24" WATERDGHT MANHOLE FRAME & GRATE w/ VENTED LOCK —DOWN LID LABELLED "SEWER' EX. GROUND OR PAVEMENT /,-4" RISER STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS � MISC. DETAILS 314 r� D i STEPS (POLYPROPYLENE) 'o z eg ' a D DQ 0 0 �. m D ll2S DD I 0 D I M D _ STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS � MISC. DETAILS 314 r� i FILTER FABRIC MIRAFI IOOX OR EQUIV. ---2 2FA 14 GA. ( / WIRE E FABRIC 60" WIDE ROLLS). USE STAPLES OR WIRE / OR EQUAL (TYP) RING TO ATTACH FABRIC TO WIRE (TYP) BURY BOTTOM OF FABRIC U MATERIAL IN 4 "x 4" TRENCH U _ 6' MAX.— 2 "x 4" WOOD POSTS, STANDARD OR BETTER GRADE OR EQUAL, M 6' O.C. ALTERNATE: STEEL FENCE POSTS ++ POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED FILTER FABRIC FENCE NOTES: a G= -a MIN PROVIDE 3/4" - 11/2" DIA.- WASHED GRAVEL BACKFILL WITH NATIVE SOIL SIDE VIEW I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES), 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED, 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST I INCH LONG, THE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5, THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES, 6. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 1. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC FENCE DETAIL NTS DROP INLET WITH GRATE FILTER FABRIC UNDER GRATING RUNOFF WATER WITH SEDIMENT FILTER FABRIC UNDER GRATING PROVIDE AT ALL CATCH BASINS DRAINING AREA AFFECTED BY WORK, CB PROTECTION DETAIL NTS TOP OF FLOW LINE DITCH SILT FENCE I 1 I CULVERT- - I I i NOTES PLACE SILT FENCE OR FILTER BAGS IN DITCH FLOW LINE TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING THE CON- VEYANCE SYSTEM. INLET /OUTLET PROTECTION NTS Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 W SAND BAGS MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH r6 "MIN_ 1. APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, -- 24"Mw. CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) ` -" " -- 2. CONTRACTOR REQUIRED TO SUBMIT TESC AND DEWATERING PLAN TO OWNER - - - -- --- AND ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION, CROSS SECTION L= DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION. CHECK DAM DETAIL NTS SAND 3. CONTRACTOR AND AN ON -SITE REPRESENTATIVE OF OWNER WILL REVIEW THE INSTALLATION, MAINTENANCE AND PERFORMANCE OF THE TESC MEASURES SHOWN ON THE APPROVED PLANS. THE TESC OBSERVER OR PERMITTING AGENCY MAY RECOMMEND ADDITIONAL MEASURES OR CHANGES TO THE TESC PLAN THAT ARE WARRANTED DURING CONSTRUCTION. THE CONTRACTOR AND OBSERVER WILL EXAMINE ALL TESC MEASURES PERIODICALLY DURING THE CONSTRUCTION PERIOD, AND AFTER STORMS HAVING 0.5 INCHES OR MORE OF RAINFALL IN A 24 -HOUR PERIOD. THE OBSERVER AND THE PERMITTING AGENCYHAVE THE AUTHORITY TO REQUIRE CORRECTIVE ACTION IN ORDER TO ACHIEVE EROSION CONTROL OBJECTIVES. 4. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. TESC MEASURES SHALL REMAIN FUNCTIONING AND IN PLACE UNTIL THE SITE HAS BEEN STABILIZED AND THE PERMITTING AGENCY, OWNER OR ENGINEER HAS APPROVED THE REMOVAL OF THE TESC MEASURES. 5. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL CONDITIONS DICTATE, ADDITIONAL TESC MEASURES MAY BECOME NECESSARY TO PROTECT ADJACENT PROPERTIES AND TO ENSURE WATER QUALITY FOR SITE RUNOFF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADDRESS DEFICIENT TESC CONDITIONS, AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS OUTLINED ON THE APPROVED PLANS AS NEEDED. 6. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 7. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR STORM EVENTS. 8. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 9. ANY AREA NEEDING TESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE STABILIZED WITHIN FIFTEEN (15) DAYS. 10, AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. ri I n ✓ W 5 Q Z W LL O O N Z O N (e w D m O 3 w N Q 0 O a ROTF'rIILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 NO. REVISION SYMCYEO MJl DssicNED: RWE D W ": rvw BY DATE APPR SGIE'. AS NOTED CITY 0 F eoerzonru; wn ieeei�ss� �� RENTON o "E' ""' DATUM Al ruu scuE Plonning/Building/Public Works Dept. ff NO, ONE Nsx SCALE MCOFDiNGI STONEGATE LIFT STATION CONVEYANCE IMPROVEMENTS SCHEDULE A owE, DRrcMXG HJ: CONSTRUCTION BASELINE PLAN 29 i m a .o 0 STONEGATE LIFT STATION REPLACEMENT GENERAL SCOPE OF WORK 0 THE STONEGATE LIFT STATION REPLACEMENT PROJECT CONSISTS OF g ABANDONMENT OF TWO EXISTING SEWAGE LIFT STATION FACILITIES, CONSTRUCTION OF ONE NEW LIFT STATION FACILITY, AND CONSTRUCTION OF THE MAINS NECESSARY w TO CONNECT TO THE EXISTING SEWAGE SYSTEM AT BOTH LOCATIONS. THE EXISTING z FACILITIES TO BE ABANDONED INCLUDE THE SUMMERWIND LIFT STATION AND THE LLI EXISTING STONEGATE LIFT STATION. NEW CONSTRUCTION SHALL CONSIST OF ALL FACILITIES REQUIRED FOR FULL OPERATION OF THE NEW LIFT STATION INCLUDING BUT NOT LIMITED TO THE FOLLOWING: PRE -CAST LIFT STATION WET WELL AND OVERFLOW STORAGE FACILITY; SUBMERSIBLE SEWAGE PUMPS; VALVE VAULT; CMU CONTROL BUILDING; EMERGENCY, SOUND - ATTENUATED, DIESEL GENERATOR SET; GRAVITY SEWER MAIN AND FORCE MAIN; ELECTRICAL, MECHANICAL, CONTROL o SYSTEMS, AND TELEMETRY COMPONENTS; WATER SERVICE; CONCRETE SIDEWALK; w ASPHALT PAVING, AND ROAD CONSTRUCTION; LANDSCAPING; FENCING; LIGHTING; AND RELATED SITE WORK. 3 waSq�Hr�C vow °F WA,1 � 45274 _ WWP -27 -3473 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WASHINGTON 98057 CONTACT PERSONNEL JOHN HOBSON PROJECT ENGINEER (425) 430 -7279 DAVE CHRISTENSEN WASTEWATER UTILITY (425) 430 -7212 LES PIELE KCWD #90 (425) 255 -9600 EMERGENCY 911 ONE CALL 1- 800 -424 -5555 U a op WASg aa P 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. STONEGATE PROJECT LOCATION ASE�i�I I I - VICINITY NTS 06:; 5- 34�3oi NE 2aTH CT :D sr SE 102ND sr a ryry�P � s� JSE 104M ST SUMMERWIND LOCATION F 1>)H ST a SE 107iH ST `ZppUA 0 Ell P SE�� e °o N z 0 v 3 0 a N 0 0 a 0 z O a tv4.•w aF WA-,,& FIHILL FP �� Yam 311847 4 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ��OF FAGIsTERF9 w 11130 NE 33rd Plaoe, Su@e 200 Bellevue, WA 98004 �SStoxat� CONSTRUCTION SEQUENCE 1. ATTEND PRE - CONSTRUCTION MEETING. 2. OBTAIN NOTICE TO PROCEED FROM CITY AND ALL REQUIRED PERMITS BEYOND THOSE PROVIDED BY CITY (SEE SPECIFICATIONS) AND ANY NECESSARY AGREEMENTS WITH PROPERTY OWNERS PRIOR TO COMMENCING WORK. 3. COORDINATE WITH CITY / ENGINEER FOR CONSTRUCTION STAKING. STAKING TO BE PROVIDED BY CONTRACTOR. 4. INSTALL PERIMETER PROTECTION AND TEMPORARY EROSION AND SEDIMENT CONTROLS AND TEMPORARY STORMWATER TREATMENT FACILITIES (BAKER TANKS, ETC.). 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY AND CITY STANDARDS AND THESE PLANS AND SPECIFICATIONS THROUGHOUT THE PROJECT. 6. CLEAR AND GRUB SITE. 7. INSTALL DEWATERING SYSTEM AND DEWATERING OUTFALL AREA AND BEGIN DEWATERING OPERATION AS NECESSARY. 8. INSTALL WET WELL, OVERFLOW VAULT, AND VALVE VAULT AND BACKFILL EXCAVATIONS. 9. CONSTRUCT GRAVITY SEWERS AND FORCE MAINS. 10. GRADE SITE AND INSTALL UTILITIES. 11. CONSTRUCT CONTROL BUILDING. 12. INSTALL ELECTRICAL AND CONTROL SYSTEMS, GENERATOR SET, AND ALL RELATED LIFT STATION APPURTENANCES. 13. CONSTRUCT STORMWATER IMPROVEMENTS ON NEW STONEGATE SITE AND NILE AVE NE. 14. PERFORM TESTING AND START -UP FOR STATION. 15. ABANDON EXISTING STONEGATE LIFT STATION AND CONNECT TO GRAVITY SEWER. 16. ABANDON EXISTING SUMMERWIND LIFT STATION AND CONNECT TO GRAVITY SEWER. 17. PERFORM FINAL GRADING ON NEW STONEGATE SITE. 18. INSTALL LANDSCAPING PLANTS. 19. CONSTRUCT IMPROVEMENTS IN NILE AVE NE AND PERFORM SITE RESTORATION. 20. REMOVE TEMPORARY BMPS ONLY AFTER ALL DANGER OF EROSION HAS PASSED AND AFTER APPROVAL BY CITY. 21. CLEAN STORM SYSTEM PRIOR TO USE. DO NOT FLUSH CLEANING WATER DOWNSTREAM. 22. PREPARE AND PROVIDE O & M MANUALS PER SPECIFICATIONS. 23. PROVIDE CONSTRUCTION RECORD DRAWINGS. NOTE: THIS IS A POSSIBLE SEQUENCE. FINAL SEQUENCE SHALL BE DEVELOPED BY CONTRACTOR AND SUBJECT TO REVIEW BY OWNER. �F nASII: 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. v� aF WASg�+��(P (y MJL `yap UB .p 45274 2' duxx TvW FEeISTERF'9� aEESm �SSIONAI. NO. REVISION BY DATE APPR MI ME a 6 NII. MI Mn SCN£ MLCflCPl0.T amorx: w.w ism IMMBpITIL ,� ,sm „�, DATUM SHEET INDEX CIVIL LEGEND COVER SHEET C2 EXISTING PROPOSED G SM CATCH BASIN (MH) C5 SANITARY SEWER GRAVITY MAIN C6 CB CATCH BASIN O' SANITARY SEWER MANHOLE -c- UP UTILITY POLE C10 STONEGATE LIFT STATION ABANDONMENT PLAN N LS LIGHT STANDARD -----'-'--'-' SANITARY SEWER FORCE MAIN WET WELL AND OVERFLOW FACILITY SECTIONS C14 WET WELL PLAN, SECTIONS AND DETAILS C15 VALVE VAULT PLAN, ELEVATION AND DETAILS O GP GUY POLE - - - - - - - - - FRENCH DRAIN ❑ UB UTILITY BOX OR VAULT x SECURITY FENCE c WV WATER VALVE CONTROL BUILDING HVAC AND PLUMBING PLANS, SECTIONS AND DETAIL STRUCTURAL S1 GENERAL STRUCTURAL NOTES S2 _ _ _ _ _ PERMANENT SEWER EASEMENT 0 MON MONUMENT S5 CONTROL BUILDING SECTIONS AND DETAILS S6 WM WATER METER OVERFLOW STORAGE VAULT PLAN, SECTIONS AND DETAILS TEMPORARY SEWER EASEMENT A FH FIRE HYDRANT - - -W WATER SERVICE LINE ONE LINE DIAGRAM MB MAIL BOX E5 CONTROL BUILDING ELECTRICAL PLANS E6 WET WELL AND VALVE VAULT ELECTRICAL PLANS E7 —P UNDERGROUND POWER LINE -'=RS E9 ROAD SIGN E10 ELECTRICAL DETAILS 2 Ell SG SIGN O CONCRETE SURFACING 12 1 PROCESS AND INSTRUMENTATION DIAGRAM: LIFT STATION LANDSCAPING L1 LANDSCAPING PLAN C Cam_ ROCKERY DASPHALT SURFACING 1_1a SANITARY SEWER MANHOLE - - - - - - - - SANITARY SEWER GRAVITY MAIN D LANDSCAPING --- - - - - -- SANITARY SEWER FORCE MAIN o CLEAN OUT - - -cr WATER MAIN ----- SD-- - - -SD- STORM DRAIN LINE PROPOSED CONTOUR - - - - - -� CONCRETE CULVERT r UNDERGROUND TELECOM LINE P UNDERGROUND POWER LINE EDGE OF ASPHALT CONC. PAVEMENT (ACP) FLOWLINE ROAD CENTERLINE RIGHT OF WAY NORMAL CONTOUR ELEVATION - INDEX CONTOUR ELEVATION CONIFER TREE DECIDUOUS TREE tv4.•w aF WA-,,& FIHILL FP �� Yam 311847 4 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com ��OF FAGIsTERF9 w 11130 NE 33rd Plaoe, Su@e 200 Bellevue, WA 98004 �SStoxat� CONSTRUCTION SEQUENCE 1. ATTEND PRE - CONSTRUCTION MEETING. 2. OBTAIN NOTICE TO PROCEED FROM CITY AND ALL REQUIRED PERMITS BEYOND THOSE PROVIDED BY CITY (SEE SPECIFICATIONS) AND ANY NECESSARY AGREEMENTS WITH PROPERTY OWNERS PRIOR TO COMMENCING WORK. 3. COORDINATE WITH CITY / ENGINEER FOR CONSTRUCTION STAKING. STAKING TO BE PROVIDED BY CONTRACTOR. 4. INSTALL PERIMETER PROTECTION AND TEMPORARY EROSION AND SEDIMENT CONTROLS AND TEMPORARY STORMWATER TREATMENT FACILITIES (BAKER TANKS, ETC.). 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY AND CITY STANDARDS AND THESE PLANS AND SPECIFICATIONS THROUGHOUT THE PROJECT. 6. CLEAR AND GRUB SITE. 7. INSTALL DEWATERING SYSTEM AND DEWATERING OUTFALL AREA AND BEGIN DEWATERING OPERATION AS NECESSARY. 8. INSTALL WET WELL, OVERFLOW VAULT, AND VALVE VAULT AND BACKFILL EXCAVATIONS. 9. CONSTRUCT GRAVITY SEWERS AND FORCE MAINS. 10. GRADE SITE AND INSTALL UTILITIES. 11. CONSTRUCT CONTROL BUILDING. 12. INSTALL ELECTRICAL AND CONTROL SYSTEMS, GENERATOR SET, AND ALL RELATED LIFT STATION APPURTENANCES. 13. CONSTRUCT STORMWATER IMPROVEMENTS ON NEW STONEGATE SITE AND NILE AVE NE. 14. PERFORM TESTING AND START -UP FOR STATION. 15. ABANDON EXISTING STONEGATE LIFT STATION AND CONNECT TO GRAVITY SEWER. 16. ABANDON EXISTING SUMMERWIND LIFT STATION AND CONNECT TO GRAVITY SEWER. 17. PERFORM FINAL GRADING ON NEW STONEGATE SITE. 18. INSTALL LANDSCAPING PLANTS. 19. CONSTRUCT IMPROVEMENTS IN NILE AVE NE AND PERFORM SITE RESTORATION. 20. REMOVE TEMPORARY BMPS ONLY AFTER ALL DANGER OF EROSION HAS PASSED AND AFTER APPROVAL BY CITY. 21. CLEAN STORM SYSTEM PRIOR TO USE. DO NOT FLUSH CLEANING WATER DOWNSTREAM. 22. PREPARE AND PROVIDE O & M MANUALS PER SPECIFICATIONS. 23. PROVIDE CONSTRUCTION RECORD DRAWINGS. NOTE: THIS IS A POSSIBLE SEQUENCE. FINAL SEQUENCE SHALL BE DEVELOPED BY CONTRACTOR AND SUBJECT TO REVIEW BY OWNER. �F nASII: 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. v� aF WASg�+��(P (y MJL `yap UB .p 45274 2' duxx TvW FEeISTERF'9� aEESm �SSIONAI. NO. REVISION BY DATE APPR MI ME a 6 NII. MI Mn SCN£ MLCflCPl0.T amorx: w.w ism IMMBpITIL ,� ,sm „�, DATUM SHEET INDEX CIVIL Cl COVER SHEET C2 SHEET INDEX AND LEGEND GO E)('G:F'PjGSI:FE74cPlB:FEGGP60t?I NOT INCLUDED IN CRD SET NOT INCLUDED IN CRD SET C5 SEWER PLAN AND PROFILE C6 NILE AVE NE ROAD AND SIDEWALK IMPROVEMENTS AND DETAILS C7 LIFT STATION SITE PLAN C8 GRADING AND DRAINAGE PLAN C9 SITE DETAILS C10 STONEGATE LIFT STATION ABANDONMENT PLAN Cl l SUMMERWIND LIFT STATION ABANDONMENT PLAN C12 WET WELL AND OVERFLOW FACILITY PLAN C13 WET WELL AND OVERFLOW FACILITY SECTIONS C14 WET WELL PLAN, SECTIONS AND DETAILS C15 VALVE VAULT PLAN, ELEVATION AND DETAILS C16 LIFT STATION DETAILS ARCHITECTURAL Al CONTROL BUILDING FLOOR PLAN AND SECTION A2 CONTROL BUILDING ELEVATIONS A3 CONTROL BUILDING DETAILS MECHANICAL M1 HVAC AND PLUMBING SCHEMATICS AND EQUIPMENT SCHEDULES M2 CONTROL BUILDING HVAC AND PLUMBING PLANS, SECTIONS AND DETAIL STRUCTURAL S1 GENERAL STRUCTURAL NOTES S2 TYPICAL CONCRETE NOTES AND DETAILS S3 TYPICAL MASONRY NOTES AND DETAILS S4 CONTROL BUILDING FLOOR AND ROOF FRAMING PLANS S5 CONTROL BUILDING SECTIONS AND DETAILS S6 WET WELL PLAN, SECTIONS AND DETAILS S7 OVERFLOW STORAGE VAULT PLAN, SECTIONS AND DETAILS ELECTRICAL E1 ELECTRICAL ABBREVIATIONS AND SYMBOLS E2 ELECTRICAL SITE PLAN E3 ONE LINE DIAGRAM E4 MCC ELEVATION E5 CONTROL BUILDING ELECTRICAL PLANS E6 WET WELL AND VALVE VAULT ELECTRICAL PLANS E7 OVERFLOW STORAGE VAULT PLAN E8 SCHEMATIC DIAGRAMS E9 ELECTRICAL DETAILS 1 E10 ELECTRICAL DETAILS 2 Ell ELECTRICAL SCHEDULES INSTRUMENTATION 11 PROCESS AND INSTRUMENTATION DIAGRAM: LEGEND 12 1 PROCESS AND INSTRUMENTATION DIAGRAM: LIFT STATION LANDSCAPING L1 LANDSCAPING PLAN :L M CITY OF AN RENTON Planning /Building /Public Works Dept. STONEGATE LIFT STATION REPLACEMENT SHEET INDEX AND LEGEND 5 - - 4130;-- 6/25/2010 vice owsnc w. C2 2 X42 I 1 0 N ,i w z w \/Al AS ° \ FLAGGED EDGE ° \ OF WETLAND ° \ (TYP') A2 \ 100' WETLAND BUFFER (TYP.) i / \ OVERFLOW ° \ \ SPILLWAY 3 25' LEVEL SPREADER C4 PER DETAIL \ I \\ RACT \\ \ �� c, \ ^` ° xY ca INSTALL 42" TEMP. ORYJGE CONSTRUCTION FENCING \ 2 STABIUZED CONSTRUCTION ALONG ESM IT EXTENTS. ENTRANCE PER DETAIL. 15'x5 PERM. ESMT—r\ °�Anzi►� ►�•VD�O� Ir.. ( W W W W w W IW 1"' FILTER FABRIC WoW °C4 FENCE PER DETAIL.- a WI W 9ZE W W y .EXTENTS OFW LOT TEMP. QONST. 9SMTi W ". ex. DRRIN A GE �W , S W T RAC W � .—{ �SMW . `ST(NEGATE 10'. TEMP. CONSTR. I W W EASEMENT (TYFL) W � & WT W W W W W EX. 8 ppI AM W� W W W W W W W W W ELECTRICAL ` CDNTRCLS y I EXItTIN(j' STOINEGAI'E 6 E er iW LIFT b"TATION W _7 a °et 6 "EIR B� W �W I Z Z W 30' I 30' O 1 I z till I � I U Y I 3 I I I I /i I I I I' loticv I I � ' i I � I I 3 I ' I aka I �v4 I CS I f A \4P I r I I I Ia CONTRACTOR TO LOCATEIAND: ABANDON EX. MONITORING WELL PER DOE REQUIREMENTS AND SPECIFICATIONS. I W W s.,t� I w W 4yyWJJII� w 3 AKRBOR WITH I / I.STONEGAFE I: SIGN" XW \ TW ® X. 4' FORCE .— SD MAIN ®Al B a g- N — — — — ---_ ---- _SEWER �_ _'—.- 5 CB PROTECTION - - - ca PER DETAIL NE 26TH STREET Fx _ —w S reTT SITS -- ��. 2 TALL LAUREL CONIC e O DRIVE 2'IALL LAUREL � 2'r A�( ,1 1� f� m w PHILL Li 0 z Roth Hill, LLC Tel425.869.9448 www.rothhill.com o I 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 OF tt of NO. , w ZI L41 ,I z, I / I I I � I� IN r I I of I o I II� i _w I II Y r ai ! �1 FH�. REVISION NE 3 -23 -5 II111MONIMU 42" TEMP. CONSTR. FENCING FILTER FABRIC FENCE (PER DETAIL SHT. C4) O CB PROTECTION (PER DETAIL SHT. C4) ROCK CHECK 6 v TEMPORARY DAM PER C4 CONVEYANCE SWALE DETAIL 1m ROCK CHECK DAM (PER DETAIL SHT. C4) NOTE: EASEMENT BOUNDARIES TO BE STAKED BY CONTRACTOR AND VERIFIED BY CITY PRIOR TO BEGINNING WORK. NOTE: ALL WORK AND MATERIAL IN NILE AVE. NE SUBJECT TO CITY OF RENTON RIGHT OF WAY CONSTRUCTION PERMIT BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800- 424 -5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE LOCATION OR DEPTH. TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED, 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF _ CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2" - V% "FINAL GEOTECHNICAL REPORT, RENTON STONEGATE 11 SEWER SYSTEM IMPROVEMENTS PROJECT" Q PREPARED BY HWA GEOSCIENCES, INC., DATED NOVEMBER 7, 2008, ALSO, ADDENDUM #1 FOR THE REPORT, DATED MAY 20, 2009. THIS REPORT AND ADDENDUM ARE AVAILABLE FOR REFERENCE AND DESIGN PURPOSES ONLY, AND ARE AVAILABLE AT THE CITY OF RENTON PUBLIC WORKS DEPARTMENT OR ONLINE AT THE BUILDER'S EXCHANGE WEBSITE FOR REVIEW. SITE NOTES: 1. CONTRACTORS LL BE RESPONSIBLE FOR DEWATERING HA AND IMPLEMENTING AN APPROPRIATE PLAN FOR THE EXCAVATION, PLAN SHALL BE IN ACCORDANCE WITH ANY APPLICABLE GEOTECHNICAL RECOMMENDATIONS. CONTRACTOR SHALL DISCHARGE ALL PUMPED GROUNDWATER IN SUCH A MANNER THAT ALL SEDIMENT IS CONTAINED WITHIN THE PROJECT LIMITS. ALL DRAINAGE LEAVING THE SITE AS A RESULT OF DEWATERING SHALL BE DISCHARGED WITHIN AN EXISTING NATURAL DRAINAGE COURSE OR TO AN EXISTING T X STING S ORM DRAIN AND SHALL MEET CURRENT WATER QUALITY STANDARDS FOR SAID DISCHARGES. CONTRACTOR SHALL APPLY FOR AND OBTAIN ANY ADDITIONAL REQUIRED PEIRMIT(S) TO PERFORM THIS WORK. 2. ALL EXCAVATION WORK SHALL BE DONE IN SUCH A MANNER AS TO NOT IMPACT PROPERTY AND STRUCTURES OUTSIDE EASEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SHORING THAT MAY BE REQUIRED FOR THE EXCAVATION. CONTRACTOR SHALL SUBMIT NECESSARY PLANS AND CALCULATIONS COMPLETED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ALL SITE SAFETY, INCLUDING PROPER EXCAVATION AND SHORING METHODS, AND PROTECTION OF ADJACENT PROPERTIES. 3. CONTRACTOR SHALL PROVIDE ALL DEWATERING ACTIVITIES ASSOCIATED WITH REMOVING ANY ADDITIONAL WATER WHICH ENTERS THE LIFT STATION EXCAVATION THROUGH AND /OR RESULTING FROM THE EXISTING AND PROPOSED GRAVITY SEWER AND FORCE MAIN TRENCHES UPSTREAM OF THE LIFT STATION, THERE MAY BE A LARGE VOLUME OF UPSTREAM WATER FROM TRENCHES EN HES ADJACENT TO EXISTING STONEGATE LS, INCLUDING SPRING FLOW. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING WATER AND LIMITING DISCHARGE TO DOWNSTREAM EXCAVATIONS. FRENCH DRAIN SHOWN ON SHT. C5 WILL BE INSTALLED TO REDIRECT THIS WATER, BUT INTERIM PROCEDURES WILL BE NECESSARY. SEE SHT. C5 FOR CLAY DAMS. 5- 341332 wa.�rto: scuE: aoiE: vmnc rew saes MJL xoazaxrwxaisea /reap 4114 CITY OF STONEGATE Pis /25/2D10 AS NOTED OO"O "EELBADS 1 LIFT STATION REPLACEMENT axuve: _ RENTON PAV e/ e/ P EXISTING SITE AND TESC PLAN ax„xxa C3 on' "'ON DATUM cxECtto: Iz7 Al TO E INC Plannin Buildin Public Works De t. 11 IF NOT IXIE INCH BY DATE APPR $CA1E 0AL .NMI sxaer: aF: 3 42 /-PIN ':5 - 34 433% w a 0 `s z a 0 0 2 0 0 a FILTER FABRIC (MIRAFI IOOX OR EQUIV. 60" WIDE ROLLS), USE STAPLES OR WIRE RING TO ATTACH FABRIC TO WIRE (TYP) ------- -- - - - --- I n----- - --- Ii BURY BOTTOM OF FABRIC Li MATERIAL IN 4 "x 4" TRENCH 6' MAX... ( 2 "x 4" WOOD POSTS, STANDARD OR GRADE OR EQUAL. 0 6' O.C., ALTERNATE: STEEL FENCE POSTS «r POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED FILTER FABRIC FENCE NOTES: 2 "x 2 "x 14 GA. WIRE FABRIC OR EQUAL (TYP) BACKFI NATIVE SOIL NO GRAVEL TO BE INSTALLED. SIDE VIEW I. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 —INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. MEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY—DUTY WIRE STAPLES AT LEAST i INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 INCHES ABOVE THE ORIGINAL GROUND SURFACE, FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA — STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING, 7. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL. NO GRAVEL SHALL BE INSTALLED. 8, FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED, 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. _ FILTER FABRIC FENCE C4 NTS FILTER FABRIC CATCH TE NOTE: MAY ONLY BE USED WHERE PONDING OF WATER ABOVE CB WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. CB INSERT AS SHOWN ON PLANS OR AS DIRECTED BY 2 "x 12 "x 10' PRESSURE / ENGINEER TREATED GRADE BOARD HYDROSm SET PRECISELY LEVEL P® x�o LINE 16VMIN. R = 25' MIN. —) 1y� I2" MIN. 4'— 8' QUARRY SPALLS GEOTEXTILE PER PROVIDE FULL WIDTH OF SPECIFICATIONS INGRESS /EGRESS AREA eSTABILIZED CONSTRUCTION ENTRANCE C4 NTS GRATE FILTER MEDIA POROUS BOTTOM CATCH BASIN INSERT SHALL HAVE 0.5 C.F. MIN STORAGE VOLUME, THE MEANS TO DEWATER STORED SEDIMENT, AN OVERFLOW, AND BE EASILY i—DROP INLET WITH GRATE (RUNOFF WATER MAINTAINED. RO Hri I LL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 aY Qv DITCH 1' IN —OUT MIN. CHANNEL QUARRY SPALLS 2"x 2 "x 2' STAKES EVERY 2' TO STABILIZE GRADE BOARD r3--,\ LEVEL SPREADER, C4 NTS ROCK �iL r• �l�i COVER �N. A CROSS L= DISTANCE SUCH THAT POINTS A & B ARE OF EQUAL ELEVATION. CHECK DAM SPACING /s1 ROCK CHECK DAM C4 NTS ,K I NOTE: NTS 1. DISCHARGE ALL DEWATERING EFFLUENT INTO SEDIMENTATION TANK PRIOR TO RELEASING TO ENVIRONMENT. 2. FINAL SIZING OF SEDIMENTATION TANK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. ALL EFFLUENT WILL BE DISCHARGED INTO THE LEVEL SPREADER (PER DETAIL THIS SHT.) V MIN. OVERFLOW GEOTEXTILE �4 NATIVE SOIL��i�,, GEOTEXTILE O71 :1111GAIII 5- 341333 SUR D: SWE: " 98B STONEGATE HOR6pMA1L NM 1981/1991 1 6/25/2010 D. "J` As NOTED c� CITY O� LIFT STATION REPLACEMENT "ZI.D °.` ELa /LDS RENT 0 N F�DE TVW D m: �_0NE 1N_c "� DATUM Duvnxc xD: cHMKED: a *I I Planning /Building /Public Works Dept. IF KW ME ING1 TESC DETAILS 04 NO. REVISION IBYDAATE APPR ^va9mEO: 9cs>F rccaxDlxcxr SREF 4 OF42 sl I of f z vl /Al III ,1 WITT mko �A6 J-A5 I 48 I A7 A2 FLAGGED EDGE OF WETLAND TRAC T CHAIN LINK FENCE \ \ \ \ \ ENERATOR SET G I �� I I CONTROL ii OVERFLOW VALVE -j me I \� BUILDING i SVAULTE VAULT \ + II PROPOSE ! 12" BYPASS + FOC\ �10' TEMP. CONSTR. °F\ w EASEMENT (TYP.) °Rq\ p LANDSCAPING 4 PER SHT. L1 PROPOSED 12-PVC- LOT 1 o �,"GRAVITY SEWER o Ex. io' " PERM. ESMITI. (TYP.)- Jj DRAINAGE 0� TRAC //�� qI- ESMT. P STONEVATE G PROPOSED 8 "PVC- C900 FORCE MAIN / EX. LIFT STATION 7TR ENCH DET, AND FORCE MAIN >6"C IAN TO BE ABANDONED j L (SEE SHT.C10 FOR o PLAN & DETAILS) mer 6 "FIR a l PM I , GE 1 ♦ / ♦�_5 "CE /♦ / ""WIDE / �♦ / ARBOR WITH ATE 4 "CE I ® ♦ RS B P EX. a" FORCE -A MAIN ® [ 6 "X8" MA --- - - - - -- - -- TI ^-I� ♦ X ISEWER 0 "- NE 26TH STREET ®® 8 "PVC C900 ------ — ------------ -- rr- - FORCE MAIN TO - - -- BE INSTALLED BY T OTHERS a�P Q Q¢- TTALL LAUREL GONG 2'TALL LAUREL DRIVE a FIHILL 0 z Roth Hill, LLC Te1425.869.9448 www.rothhill.com 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 a 1' I I fm I I I i i !I \I `I I PI TI `I I I 30' a Ip: I I SED I -ORMER I I I �a IT / I I III I CONNECT TI DRAIN (SEE I I I E I w r-L — — ' cs q( 0 zr ®� l IgGRFI °�'m� NE 3 -23 -5 Z OF Z Z W O LL U O O _Z U Y iHTii 8� 8" 45' BEND (MJxFL) 8" 22.5' BEND (FLxMJ) W/ CONCRETE BLOCKING ;(ROTATE VERT. AS REQUIRED) -8" 45' BEND (MJxMJ) W/ CONCRETE BLOCKING (ROTATE VERT. AS REQUIRED) ZI IWI QI W I 2 I Ia IU N ZI CONTRACTOR SHALL POTHOLE TO DETERMINE LOCATION AND DEPTH OF FORCE MAIN PRIOR TO FORCE MAIN CON TRUC110 WV(2) I I I I . -1 I ICI FH,: NOTES: 1Q WATER NOT LOCATED WEST OF THIS POINT. Q2 WATER NOT LOCATED NORTH OF THIS POINT. Q3 MEGALUGS REQUIRED ON ALL MJ FITTINGS. ® MANHOLE COATINGS SHALL BE PER SPECIFICATIONS. EXTERIOR SHALL BE WRAPPED WITH WRAPID SEAL OR APPROVED EQUAL. 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. s. I I _ � I E I w r-L — — ' cs q( 0 zr ®� l IgGRFI °�'m� NE 3 -23 -5 Z OF Z Z W O LL U O O _Z U Y iHTii 8� 8" 45' BEND (MJxFL) 8" 22.5' BEND (FLxMJ) W/ CONCRETE BLOCKING ;(ROTATE VERT. AS REQUIRED) -8" 45' BEND (MJxMJ) W/ CONCRETE BLOCKING (ROTATE VERT. AS REQUIRED) ZI IWI QI W I 2 I Ia IU N ZI CONTRACTOR SHALL POTHOLE TO DETERMINE LOCATION AND DEPTH OF FORCE MAIN PRIOR TO FORCE MAIN CON TRUC110 WV(2) I I I I . -1 I ICI FH,: NOTES: 1Q WATER NOT LOCATED WEST OF THIS POINT. Q2 WATER NOT LOCATED NORTH OF THIS POINT. Q3 MEGALUGS REQUIRED ON ALL MJ FITTINGS. ® MANHOLE COATINGS SHALL BE PER SPECIFICATIONS. EXTERIOR SHALL BE WRAPPED WITH WRAPID SEAL OR APPROVED EQUAL. 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. NE 3 -23 -5 mr�lvn rvur I vvrvo'Rvvlr_u - ---v 1. 11P ROADWAY TO EXISTING ADD SIGN: — w---- W---- W - - - -W— ASPHALT ELEVATION. SEAL "RIGHT LANE MUST --- W- - - -w -- —W_ — JO)JJT WITH AR4000W — w--- -W - - -_ TURN RIGHT" PER TAP£R w -- 3 -7R w R 4 - -- -W- - --W—MUTCD - -W -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------' - --- - - - -- ---- -- - - - - -- ASP LT RAMP TRANSITIONS BET _ TOP OF SIDEWALK AND EX. GROUND AT MIN. 4:1 SLOP / SEE CDR DRIVEWAY ENTRANCE DETAIL 104.1 I I NEW TRANSFORMER J Ik N m 10 0 10 20 _I rn SCALE IN FEET i 0 0 LEGEND: 0 0 F ROAD CONSTRUCTION SAWCUT, REMOVE, AND RECONSTRUCT W 0 0 z 0 N K W a H `I FIHILL aF wASxYN�yl C� 2 7847 Q o} �1 I 1 OVERFLOW STORAGE VAULT 1 1 I iw_ LANDSCAPING I - -- I VALVE II � VAULT H I I _ i 8" HMA CLASS 1/2" PG 64 -22 000000000 6 "CSTC �— GRAVEL BORROW AS REQUIRED NILE AVE. PAVING SECTION r vQy-�01F "A$xj P 45 45274 . z Roth Hill, LLC Te1425.869.9448 www. rothhill .corrl�F��E'CISTERF'�NZC�'�F�; �'crsTERw "N SSIONAL ERG SSIONAL ERG 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 No. REVISION a EX. DOUBLE YELLOW STRIPE SOLID WHITE LINE PER - COR DETAIL H008 w---- w-- - -W- -- — SEE COR SIDEWALK Ex WATER FAIN- - -W' -- —w -- fDETAIL F005. r6. TYP• —W--- ° • '5- TYP, h 4 ........ t.BOC=325.O P, ... .. .............. P\ TAPES PQ OS SIDEWALK TI �A MATCH NG 4'WIDE ARBOR WITH y I 5 "CE "STONEGATE SIGN° � EX. UTILITY BOX TO BE J L RELOCATED BEHIND x] SIDEWALK (SEE SHT. C7) I 1„- I w w I DOUBLE YELLOW STRIPE PROVIDE TURN =I � I ARROWS PER CDR 3 ♦ DETAIL H008 ♦ ♦ I WV(2)1 - - -- ---- w - - - I I -w — wv ' —w RDO- COM - -- MJLwnru: w,w lore AS NOTED °@°" "D1B°71B°' ii CITY OF ELB/LDS RENT 0 N MIi MM:1VW 01E °1O1 DATUM CNEp� • *wu. srx� Planning /Building /Public Works Dept. P xo* o"c rsx BY �' I ♦ i ♦ � 0 0/ Jr RS' S� ♦ a ♦ ♦ ♦ 't ay wasq\ 2 37947 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. STONEGATE LIFT STATION REPLACEMENT NILE AVE NE ROAD AND SIDEWALK IMPROVEMENTS AND DETAILS �rQ:S `t73� 6/25/2010 P 1101 PROVIDE TURN =I � I ARROWS PER CDR DETAIL H008 N Wi I ; Z - - -- ---- w - - - I I -w — wv ' —w � 1 I 1 11, 3 I I MJLwnru: w,w lore AS NOTED °@°" "D1B°71B°' ii CITY OF ELB/LDS RENT 0 N MIi MM:1VW 01E °1O1 DATUM CNEp� • *wu. srx� Planning /Building /Public Works Dept. P xo* o"c rsx BY �' I ♦ i ♦ � 0 0/ Jr RS' S� ♦ a ♦ ♦ ♦ 't ay wasq\ 2 37947 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. STONEGATE LIFT STATION REPLACEMENT NILE AVE NE ROAD AND SIDEWALK IMPROVEMENTS AND DETAILS �rQ:S `t73� 6/25/2010 P 1101 vi �IJ i ii Q�z TRACT "A" / BLACK VINYL COATED WSDOT TYPE 3 CHAIN TRACT H LINK SECURITY FENCE PER I STD. PLAN L- 20.10 -00 \ 4 8" WET \ C16 WELL VENT P PER DETAIL I _ P NE 3 -23 -5 \ \ \ DETAIL (SEE SHTS. C8 & C9) _� p\ PER DETAIL W/ 011 BOLLARDS PER O i \ CDR DETAIL #H020 f \ A S P H A L T P V I N G .r -------------------------- - - - - -� r - --------------------- I OVERFLOW \ STORAGE VAULT ------ - - - - -- L- - - - - - - - - - - d I _________ ________ _______J / WEr ■■ WELL ■ ■ i VALVE ' VAULT �ti�i j I w o J I 1" POLY WATER / 5� SERVICE LINE \ : 2V2" PVC SLEE wi �P AERIAL LIGHT MOUNTED ON \ i� / ON WATER o 0- I POLE (SEE ELECTRICAL DWG.) _ ♦ / SERVICE LINE z z I 10' TEMP. CONSTRUCTION ESMT. / 4 I / PROPOSED/ °d S � �� / 48 "0 MANHOLE TRACT „H„ / S. Wo STONEGATE �o° 1 \ :14 0 5 "CE I / Ci Z / FIH I LL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 0 z a U 0 z J i! 1 1 1 1 I e I I I I < . 1 I I 1 y 1 A e., , I i I , d I I 1 I A 1 1 I I 4 I I I I'. JI jl al 0 01 01 , I 1 I I i I I I I I ' I I I I I I , I I I ' I I I i w I w I � I aI wo 13 w o Iro W Iw PROPOSED z TRANSFORMER W > Q W I 'J I I z I I I Hp� I I � I —�20' WIDE DOUBLE GATE PER WSDOT STD. PLAN L- 30.10 -00 (EXACT LOCATION OF WATERMAIN UNKNOWN. POTHOLE TO VERIFY LOCATION OF WATERMA ER SERVICE PER r91 , K) STD. DETAIL \, U9 i I RELOCATE EXISTING UTILITY BOX BEHIND SIDEWALK I I I 11 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I li i i GENERATOR SET NOTE: THE GENERATOR SHALL HAVE A SUPER - CRITICAL SOUND ATTENUATED MUFFLER. SOUND ATTENUATION SHALL LIMIT THE GENERATOR NOISE, INCLUDING EXHAUST, TO 45 dba AT THE WEST PROPERTY LINE, ACCOUNTING FOR THE SCREENING WALL. GENERATOR SET SHALL HAVE INTEGRATED SUB -BASE DIESEL FUEL TANK, WITH VOLUME SIZED TO PROVIDE OPERATION OF THE GENERATOR UNDER FULL LOAD CONTINUOUS FOR 24 HOURS MINIMUM. THE FUEL TANK SHALL BE A UL- LISTED UNIT WITH SECONDARY CONTAINMENT, AND SHALL HAVE A DUAL -WALL TANK OR EQUAL. GENERATOR SET SHALL MEET LATEST IFC REQUIREMENTS, INCLUDING VENTING. 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. PROPERTY INFILTRATION e / SYSTEM 0v1 100' WETLAND x== I II \ \ \\ z i z GENERATOR l I o- \N o\ I I I o W \ x z w T\ \ I \I CONTROL y I `\ BUILDING LOT 1 I I I \ \ \ 4 8" WET \ C16 WELL VENT P PER DETAIL I _ P NE 3 -23 -5 \ \ \ DETAIL (SEE SHTS. C8 & C9) _� p\ PER DETAIL W/ 011 BOLLARDS PER O i \ CDR DETAIL #H020 f \ A S P H A L T P V I N G .r -------------------------- - - - - -� r - --------------------- I OVERFLOW \ STORAGE VAULT ------ - - - - -- L- - - - - - - - - - - d I _________ ________ _______J / WEr ■■ WELL ■ ■ i VALVE ' VAULT �ti�i j I w o J I 1" POLY WATER / 5� SERVICE LINE \ : 2V2" PVC SLEE wi �P AERIAL LIGHT MOUNTED ON \ i� / ON WATER o 0- I POLE (SEE ELECTRICAL DWG.) _ ♦ / SERVICE LINE z z I 10' TEMP. CONSTRUCTION ESMT. / 4 I / PROPOSED/ °d S � �� / 48 "0 MANHOLE TRACT „H„ / S. Wo STONEGATE �o° 1 \ :14 0 5 "CE I / Ci Z / FIH I LL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 0 z a U 0 z J i! 1 1 1 1 I e I I I I < . 1 I I 1 y 1 A e., , I i I , d I I 1 I A 1 1 I I 4 I I I I'. JI jl al 0 01 01 , I 1 I I i I I I I I ' I I I I I I , I I I ' I I I i w I w I � I aI wo 13 w o Iro W Iw PROPOSED z TRANSFORMER W > Q W I 'J I I z I I I Hp� I I � I —�20' WIDE DOUBLE GATE PER WSDOT STD. PLAN L- 30.10 -00 (EXACT LOCATION OF WATERMAIN UNKNOWN. POTHOLE TO VERIFY LOCATION OF WATERMA ER SERVICE PER r91 , K) STD. DETAIL \, U9 i I RELOCATE EXISTING UTILITY BOX BEHIND SIDEWALK I I I 11 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I li i i GENERATOR SET NOTE: THE GENERATOR SHALL HAVE A SUPER - CRITICAL SOUND ATTENUATED MUFFLER. SOUND ATTENUATION SHALL LIMIT THE GENERATOR NOISE, INCLUDING EXHAUST, TO 45 dba AT THE WEST PROPERTY LINE, ACCOUNTING FOR THE SCREENING WALL. GENERATOR SET SHALL HAVE INTEGRATED SUB -BASE DIESEL FUEL TANK, WITH VOLUME SIZED TO PROVIDE OPERATION OF THE GENERATOR UNDER FULL LOAD CONTINUOUS FOR 24 HOURS MINIMUM. THE FUEL TANK SHALL BE A UL- LISTED UNIT WITH SECONDARY CONTAINMENT, AND SHALL HAVE A DUAL -WALL TANK OR EQUAL. GENERATOR SET SHALL MEET LATEST IFC REQUIREMENTS, INCLUDING VENTING. 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. TYPE 1 BIRDCAGE = 321.50 322 322.20 0 GENERATOR SET x ■ FF ELEV= 322.40 ■ I I ■ & AST I I x ■ CHAIN LINK — �— ■ \ FENCEITM I I 8 "x6" TEE-------_m CONNECT 0 u \ x DOWNSPOUT TO ■ BUILDING \ \ FRENCH DRAIN II FF ELEV= 322.50 I \ \\ II Y \$ "x6" TEE I \ r 4 33 LF 8" FRENCH \ ♦� \ AREA FOR C9 DRAIN PER DETAIL +, ♦♦ �\ CONTROL �ODOR YARD 8" 45' BEND \ \ ,' ♦♦ \ \ HYDRANT 8" 11Y' BEND ease \ \ \4 \\ \ \ \ ok- CLEANOUT s \ I RIM= 322.20 �Ra s \ \ ♦• ♦ ♦♦ IE= 318.30 \ \ \ +\ ♦4 �Iz YI z 0 of wasq� 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. PHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 5 P G HOT BOX WITH PREVENTER �P P \ NE 3 -23 -5 I \ o u n ry \` \ GB TYPE iP, SCALE IN FEET \ \ \ RIM = 321.65 \ \ \ PROPOSED \ \ TRANSFORMER \ \ \ 321.85 O \ \ REMOVABLE BOLLARD \ \ \ \ PER CDR DETAIL H019A x - - -. -- - -- - -- - - - - -- - - - - -- ----------------------------------- ___________ ___ ____ ___________ 322 6'R. I I I I I I I I I I I I I I I 2.23 I O It I I 6'R. I I I I 322 � I I � I I I I OVERFLOW STORAGE VAULT I I I I I 1 322.15 T\ I I I I I I I I I 322.20 I 1 322.15 I I I I 322.24 322.24 � - -- ---- - - - - -- -- - - - - -- ---------------------------- - - - - -1 Ir L______ _ ______ _______ L ---- J __ ______________________ ___ � — 3 2.10 ® I 322.35 � ✓x � 3 Y 122.35 1 \ i 11 111161 \ \ 1 WET WELL � \ \♦ ' \� \ 1\ i 111161 \ \ ♦♦ A. . I,, RA \ \ \ 8" 22J¢' BEND-,, 8" 11Y4* BEND \ / CLEANOUT RIM = 322.97 — IE= 319.20 AERIAL LIGHT MOUNTED ON---// TRACT H POLE (SEE ELECTRICAL DWG.) 4 15LF 8" FRENCI STONEGATE C9 DRAIN PER DET PROPOSED 121 GRAVITY MAIN (SEE SHT. 5) \ \ ilksx x x ® ■ ■ 0 ,1 /1 w _7-�414 4p 11 , f_ 1 _ VALVE VAULT d 4d a e ° NN °' N Y d. ° a a ° d Q. \ / TRACT "A" d ° / G 1 STORM INRLTRATION Q C9 SYSTEM DETAIL \ Q / RIM 321.00 5 LEVEL SPREADER 7- Cg PER DETAIL 100' WETLAND BUFFER= —z -- = \ x x x x x� 8 "IE= 317.77 ■ 4 "IE= 317.85 1 3'x25' INFILTRATION x ■ C9 TRENCH PER DETAIL ■ TYPE 1 BIRDCAGE = 321.50 322 322.20 0 GENERATOR SET x ■ FF ELEV= 322.40 ■ I I ■ & AST I I x ■ CHAIN LINK — �— ■ \ FENCEITM I I 8 "x6" TEE-------_m CONNECT 0 u \ x DOWNSPOUT TO ■ BUILDING \ \ FRENCH DRAIN II FF ELEV= 322.50 I \ \\ II Y \$ "x6" TEE I \ r 4 33 LF 8" FRENCH \ ♦� \ AREA FOR C9 DRAIN PER DETAIL +, ♦♦ �\ CONTROL �ODOR YARD 8" 45' BEND \ \ ,' ♦♦ \ \ HYDRANT 8" 11Y' BEND ease \ \ \4 \\ \ \ \ ok- CLEANOUT s \ I RIM= 322.20 �Ra s \ \ ♦• ♦ ♦♦ IE= 318.30 \ \ \ +\ ♦4 �Iz YI z 0 of wasq� 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. PHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 5 P G HOT BOX WITH PREVENTER �P P \ NE 3 -23 -5 I \ o u n ry \` \ GB TYPE iP, SCALE IN FEET \ \ \ RIM = 321.65 \ \ \ PROPOSED \ \ TRANSFORMER \ \ \ 321.85 O \ \ REMOVABLE BOLLARD \ \ \ \ PER CDR DETAIL H019A x - - -. -- - -- - -- - - - - -- - - - - -- ----------------------------------- ___________ ___ ____ ___________ 322 6'R. I I I I I I I I I I I I I I I 2.23 I O It I I 6'R. I I I I 322 � I I � I I I I OVERFLOW STORAGE VAULT I I I I I 1 322.15 T\ I I I I I I I I I 322.20 I 1 322.15 I I I I 322.24 322.24 � - -- ---- - - - - -- -- - - - - -- ---------------------------- - - - - -1 Ir L______ _ ______ _______ L ---- J __ ______________________ ___ � — 3 2.10 ® I 322.35 � ✓x � 3 Y 122.35 1 \ i 11 111161 \ \ 1 WET WELL � \ \♦ ' \� \ 1\ i 111161 \ \ ♦♦ A. . I,, RA \ \ \ 8" 22J¢' BEND-,, 8" 11Y4* BEND \ / CLEANOUT RIM = 322.97 — IE= 319.20 AERIAL LIGHT MOUNTED ON---// TRACT H POLE (SEE ELECTRICAL DWG.) 4 15LF 8" FRENCI STONEGATE C9 DRAIN PER DET PROPOSED 121 GRAVITY MAIN (SEE SHT. 5) \ \ ilksx x x ® ■ ■ 0 ,1 /1 w _7-�414 4p 11 , f_ 1 _ VALVE VAULT d 4d a e ° NN °' N Y d. ° a a +----- •---- 'w-- '°'— w'--- _*w - -- W - - - -W — �W- ..........� ....1.... MEN :a. x x xJ d CLEANOUT \ ®® \ �� ® ®® RIM = 322.20 n IE= 320.00 8 "x8" TEE W/ \ '� 8 "x6" REDUCER 7�ROPOSED 8" 4 27LF 6" FRENCH DRAIN C9 FRENCH DRAIN / (SEE SHT. 5) PER DETAIL PROPOSED 8" FORCE MAIN (SEE SHT. 5) a ° 0 I 1 I JI al �I wl of �I of wl I I I I 1 1 1 I I I 1 1 1 1 320. 7 1 1 1 1 322.10 I 1 321 / 1 I I 1 1 1 I I 322.30 ' 1 1 i I i I I ~ 3 z w I jI a i a w 0 w o w 7 I I I I I i i I I I I i i I i I i I I II I I I I I I I I i I I I I I I I 013' 5 - 3y` 7 ,30 T Z W J Z ° d Q. ° Q d ° G Q +----- •---- 'w-- '°'— w'--- _*w - -- W - - - -W — �W- ..........� ....1.... MEN :a. x x xJ d CLEANOUT \ ®® \ �� ® ®® RIM = 322.20 n IE= 320.00 8 "x8" TEE W/ \ '� 8 "x6" REDUCER 7�ROPOSED 8" 4 27LF 6" FRENCH DRAIN C9 FRENCH DRAIN / (SEE SHT. 5) PER DETAIL PROPOSED 8" FORCE MAIN (SEE SHT. 5) a ° 0 I 1 I JI al �I wl of �I of wl I I I I 1 1 1 I I I 1 1 1 1 320. 7 1 1 1 1 322.10 I 1 321 / 1 I I 1 1 1 I I 322.30 ' 1 1 i I i I I ~ 3 z w I jI a i a w 0 w o w 7 I I I I I i i I I I I i i I i I i I I II I I I I I I I I i I I I I I I I 013' 5 - 3y` 7 ,30 T Z W J Z vi 6" BLOCK WALL PER SPECIFICATIONS BACKFILL FOR DRAINS FILL MATERIAL-/ PER SPECIFICATIONS �/� /�� / \ /� /, \ /� /,� GEOTEXTILE 4" DIA. PERFORATED PIPE uNER 3 BLOCK WALL CSI NTS 6' TOP SOIL, COMPACT 90% MAX. DENSITY PER ASTM D1557 EX. GRASS 2LF 12 "PVC SOLD 6 LEVEL SPREADER BACKFILL WITH 1X2" - 3LF 12 "PVC SOLID GRAVEL BORROW OR NATIVE BACKFILL IF PIPE ®0.0% SLOPE Qg pER DETAIL 1%4" WASHED ROCK PIPE ® 0.0% SLOPE n o NATIVE j 12" SLEEVE 7 12 "x 6" TEE APPROVED IN WRITING 3 "ASPHALT 12" 1114' BEND MATERIAL '\:':':':'::}: :.:::.%.: .:.:: :.::.:........:...... BY ENGINEER. COMPACT 320.50 iiiii : { :': :'::1: ::ii;1 }.;k'.j: }.:: TO 95% MAX. DENSITY 320.25- .. .. .. .. ...... .. % PER ASTM D1557 6" CSTC O - Lr IE= 317.77 19LF 6 "PVC TIDE -FLEX TF1 2.0% SLOPE CHECK VALVE IE= 317.52 GEOTEXTILE LINER CB - TYPE 1 CB - TYPE 1 314.00 W/ BIRD CAGE W/ SOLD UD RIM = 321.50 RIM = 321.00 7LF -12 "PVC PERFORATED 15LF -12 "PVC PERFORATED IE= 318.02 (6-SE) IE= 317.52 (12 "E) PIPE ® 0.0% SLOPE PIPE ® 0.0% SLOPE IE= 317.52 (12-NW) PER CDR STD. PER CDR STD. PLAN 200.00 PLAN 200.20 1 STORM INFILTRATION SYSTEM CSI 24 12 0 z 4 s SCALE IN INCHES FEET COMPACTED BACKFILL MATERIAL r BACKFILL WITH - I 1-'4" WASHED ROCK 6" BLOCK WALL PER SPECIFICATIONS BACKFILL FOR DRAINS FILL MATERIAL-/ PER SPECIFICATIONS �/� /�� / \ /� /, \ /� /,� GEOTEXTILE 4" DIA. PERFORATED PIPE uNER 3 BLOCK WALL CSI NTS 6' TOP SOIL, COMPACT 90% MAX. DENSITY PER ASTM D1557 EX. GRASS PVC PIPE �I ) zl 0 6 "MIN. w �I 1 MATERIALS NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. s TYPICAL GRAVITY SEWER cs OR FORCE MAIN TRENCH DETAIL NTS ROTI -'rll LL Rath Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 LINER 6" PERFORATED PIPE 2 4 FRENCH DRAIN CJ NTS 2 "x12" PRESSURE TREA GRADE BOARD SET PRECISELY LEVEL 320.25 320.50 `-2 "x2 'x2' PRESSURE INFILTRATION-/ TREATED STAKES TRENCH EVERY 2 FEET s LEVEL SPREADER CSI NTS 3" HMA CLASS 1/2" PG 64 -22 o °o °o °o °o °o° 6 "CSTC -FILL MATERIAL PER SPECIFICATIONS 7 SITE PAVING SECTION CSI NTS :101VPII(.r110 w:1aa. TEE r.} VERTICAL BEND c VALVE ANCHOR OFFSET ALTERNATE VERTICAL BEND SHIM PLATE NOTES: _UG PLUGGED END FOR FUTURE EXPANSION PLUGGED TEE / i PLUGGED CROSS PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. ® CONCRETE BLOCKING DETAIL CSI NTS 2 FREE - HANGING 3/8 - ------ WELD ONE CHAIN LINK MALLEABLE LINKS (EACH SIDE) TO EACH POST 5LF 6 "PVC ® 2.0 , 2.0% SLOPE OIL /WATER SEPARATOR, , UTILTY VAULT MODEL PARKING LOT CB, TYPE 1P \ \ \- #25 -CPS OR EQUAL W/ HERRINGBONE GRATE RIM = 321.75 RIM = 321.65 PADLOCK LATCH MECHANISM IE =318.4 (6 "NW,SE) ER CDR (6-NW) 200.20 2 CHAIN LINK GATE LOCK DETAIL CSI NTS I IW g � 6 a g a 1 a 18 "(TYP)� _36" MIN 1' ANGLE CHECK VALVE FORD HA34 -444 OR APPROVED EQUAL PACK JOINT FORD A24 METER ADAPTER BLUE PROVIDE 2 "0 HOLE FOR PROREAD TOUCHPAD /-UD 1 "MIN - 2 "MAX. FROM INSIDE FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) METER BOX w/- READER UD (SEE NOTES) ANGLE STOP W/LOCK VANC FORD BA43 -444W BY CTS GRIP JOINT MUELLER P- 24258, 1 "METER. /-PROVIDE V4'? HOLE IN NIPPLE (TYP. 4' -1" TYPE K BOTH SIDES) COPPER IPPER 3/4" PVC SCH. 40 TAPPED BOTH ENDS To DOUBLE BOX 1" PACK JOINTX RPT CPLG. FORD C14-44 OR APPROVED EQUAL INSTALL THREADED PLUG TO REMAIN UNTIL SERVICE LINE FROM BUILDING IS CONNECTED NOTES: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE SPECIFICATIONS. 3. METER BOX SHALL BE: A. IN AREAS NTH ROLLED CURB OR METER BOX IN DRIVEWAY, USE MIDSTATES BOX #MS -BCF- 1324 -12 -B WITH READER UD /,BAS- BCF - 1324 -RLA B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, USE CARSON STANDARD PLASTIC METER BOX #1220 -12L WITH READER LID. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL- PIECE. THE POST SHALL BE 2 "x 4" WITH THE 18" ABOVE GRADE PAINTED BLUE ON ALL SIDES. STENCIL "WATER" IN 2" LETTERS WITH BLACK PAINT. TYPICAL SERVICE DETAIL s SINGLE SERVICE (,g NTS TYPE K W A T E R 0 M 1" TYPE K COPPER AS APPROVED DISTRICT. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE ROADWAY WITH DITCHES CORPORATION STOP - FORD FB1000xCTS GRIP JOINT OR MUELLER P -25008 MN ROADWAY WITH CURB & GUTTER WATER SERVICE SADDLES d. WATERMAIN ROMAC 101 i NOTE' COPPER LINE BETWEEN CORP STOP & ANGLE STOP SHALL BE ONE PIECE (NO FITTINGS) SERVICE SADDLE, CORP STOP AND SERVICE LINE n TYPICAL ROADWAY SECTION (J NTS jOF WASH 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. r UNDISTURBED-' GRAVEL BORROW OR NATIVE BACKFILL IF n o NATIVE j ' : ............ ":': APPROVED IN WRITING MATERIAL '\:':':':'::}: :.:::.%.: .:.:: :.::.:........:...... BY ENGINEER. COMPACT iiiii : { :': :'::1: ::ii;1 }.;k'.j: }.:: TO 95% MAX. DENSITY .. .. .. .. .. .. .. .. ...... .. % PER ASTM D1557 PVC PIPE �I ) zl 0 6 "MIN. w �I 1 MATERIALS NOTE: REFERENCE RENTON STD. PLANS 110.1 AND 405 FOR FURTHER DETAIL. s TYPICAL GRAVITY SEWER cs OR FORCE MAIN TRENCH DETAIL NTS ROTI -'rll LL Rath Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 LINER 6" PERFORATED PIPE 2 4 FRENCH DRAIN CJ NTS 2 "x12" PRESSURE TREA GRADE BOARD SET PRECISELY LEVEL 320.25 320.50 `-2 "x2 'x2' PRESSURE INFILTRATION-/ TREATED STAKES TRENCH EVERY 2 FEET s LEVEL SPREADER CSI NTS 3" HMA CLASS 1/2" PG 64 -22 o °o °o °o °o °o° 6 "CSTC -FILL MATERIAL PER SPECIFICATIONS 7 SITE PAVING SECTION CSI NTS :101VPII(.r110 w:1aa. TEE r.} VERTICAL BEND c VALVE ANCHOR OFFSET ALTERNATE VERTICAL BEND SHIM PLATE NOTES: _UG PLUGGED END FOR FUTURE EXPANSION PLUGGED TEE / i PLUGGED CROSS PLUGGED CROSS 1. ALL CONCRETE FOR BLOCKING SHALL BE FIVE (5) SACK MIX. 2. ALL BLOCKING SHALL BE POURED AGAINST FIRM, UNDISTURBED EARTH. ® CONCRETE BLOCKING DETAIL CSI NTS 2 FREE - HANGING 3/8 - ------ WELD ONE CHAIN LINK MALLEABLE LINKS (EACH SIDE) TO EACH POST 5LF 6 "PVC ® 2.0 , 2.0% SLOPE OIL /WATER SEPARATOR, , UTILTY VAULT MODEL PARKING LOT CB, TYPE 1P \ \ \- #25 -CPS OR EQUAL W/ HERRINGBONE GRATE RIM = 321.75 RIM = 321.65 PADLOCK LATCH MECHANISM IE =318.4 (6 "NW,SE) ER CDR (6-NW) 200.20 2 CHAIN LINK GATE LOCK DETAIL CSI NTS I IW g � 6 a g a 1 a 18 "(TYP)� _36" MIN 1' ANGLE CHECK VALVE FORD HA34 -444 OR APPROVED EQUAL PACK JOINT FORD A24 METER ADAPTER BLUE PROVIDE 2 "0 HOLE FOR PROREAD TOUCHPAD /-UD 1 "MIN - 2 "MAX. FROM INSIDE FRONT WALL OF METER BOX (TYPICAL FOR ALL SERVICES) METER BOX w/- READER UD (SEE NOTES) ANGLE STOP W/LOCK VANC FORD BA43 -444W BY CTS GRIP JOINT MUELLER P- 24258, 1 "METER. /-PROVIDE V4'? HOLE IN NIPPLE (TYP. 4' -1" TYPE K BOTH SIDES) COPPER IPPER 3/4" PVC SCH. 40 TAPPED BOTH ENDS To DOUBLE BOX 1" PACK JOINTX RPT CPLG. FORD C14-44 OR APPROVED EQUAL INSTALL THREADED PLUG TO REMAIN UNTIL SERVICE LINE FROM BUILDING IS CONNECTED NOTES: 1. DO NOT BACKFILL UNTIL ALL BRASS FITTINGS HAVE BEEN INSPECTED BY THE DISTRICT. 2. SERVICE SIZES ARE 1" UNLESS OTHERWISE DESCRIBED IN THE SPECIFICATIONS. 3. METER BOX SHALL BE: A. IN AREAS NTH ROLLED CURB OR METER BOX IN DRIVEWAY, USE MIDSTATES BOX #MS -BCF- 1324 -12 -B WITH READER UD /,BAS- BCF - 1324 -RLA B. IN AREAS WITH VERTICAL CURB OR METER BOX BEHIND SIDEWALK, USE CARSON STANDARD PLASTIC METER BOX #1220 -12L WITH READER LID. 4. INSTALL WATER SERVICE MARKER POST ABOVE END OF SERVICE TAIL- PIECE. THE POST SHALL BE 2 "x 4" WITH THE 18" ABOVE GRADE PAINTED BLUE ON ALL SIDES. STENCIL "WATER" IN 2" LETTERS WITH BLACK PAINT. TYPICAL SERVICE DETAIL s SINGLE SERVICE (,g NTS TYPE K W A T E R 0 M 1" TYPE K COPPER AS APPROVED DISTRICT. EXPANSION LOOPS MUST BE HELD FLAT AS POSSIBLE ROADWAY WITH DITCHES CORPORATION STOP - FORD FB1000xCTS GRIP JOINT OR MUELLER P -25008 MN ROADWAY WITH CURB & GUTTER WATER SERVICE SADDLES d. WATERMAIN ROMAC 101 i NOTE' COPPER LINE BETWEEN CORP STOP & ANGLE STOP SHALL BE ONE PIECE (NO FITTINGS) SERVICE SADDLE, CORP STOP AND SERVICE LINE n TYPICAL ROADWAY SECTION (J NTS jOF WASH 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 1 I i i I� 0 i I SEE LIFT STATION REMOVAL & WET WELL RECHANNELIZAT10N DETAILS ON THIS SHT. REMOVE & SALVAGE ELECTRICAL / SERVICE PANELS TO CITY / MAINTENANCE YARD, COMPLETE WITH ALL INTERNAL HARING &COMPONENTS l 6 "CE �P F P / 4 "PM 5� EX. VALVE P (NOT LOCATED) G 6 "CE 6 "CE 6 11 CE m Q♦ ♦2 j ♦ ♦ / 4'WIDE ARBOR WITH / �♦ ♦� "STONEGATE SIGN" J QUO' Or ♦ ♦ / ♦ / u• an uu UB ♦ I ♦ E U �j` : • ♦ ♦♦ I Rgpfi`ESP �P x ♦ a ® El CO I 0 1 V of I J ®FM THIS • �x CONTRACT/ EXISTING FM a 11 - -- -- - -- - - - CB SOLID LID - - - -- - ---- - - - - -- RIM = 1.OI( � ABANDON EX. FORCE ®� m IE= 321.01(N)12 "ADS MAIN PER DETAIL ® EX. 8" P IE= 321.01(W)12 "CMP THIS SHEET. GRAVITY ® REMOVE &DISPOSE 9 _— `-D----- SD- - - -SDI 1 ,.,® SEWER 0 OF EQUIPMENT. J I EXISTING FORCE MAIN I I 1 ° ............. ..................momma........ ®. ® ® ® ® ® ® ® ®%ft �m NE 26TH STREET T- --- - - - - -- e SSMH 5303327 i RIM = 327.52 ® ®® i IE= 315.32(NE) ® 44 IE= 315.42(W) _ _ ------ 'Vr - - -_ 1 - - - -/ _ _— ___ -- -- ______ -_ ® _- a -_ -- �— ®® a ________ 0 cc i i i V// m K//// m / / / OF waay,, 39849 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHOREUNE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 0 u R�TI -'rll LL z Roth Hill, LLC Te1425.869.9448 www.rothhill.com 5 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 J air O� c; DEMOLITION NOTES: 1. ALL MATERIALS SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE AS SELECTED BY THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND PSE FOR ELECTRICAL SERVICE DISCONNECTION TO EXISTING STATION. 3. REMOVE EXISTING STATION AFTER APPROVAL IN WRITING BY OWNER AND AFTER 72 HOURS OF CONTINUOUS SUCCESSFUL OPERATION OF NEW LIFT STATION. SEE SPECIFICATIONS FOR CONSTRUCTION RECORD DRAWING OF EXISTING LIFT STATION FACILITY. 4. RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND HYDROSEED. BYPASS SYSTEM CONSTRUCTION SEQUENCE: 1. INSTALL TEMPORARY BYPASS PIPING BETWEEN MANHOLE 5303327 IN NE 26TH ST. AND PROPOSED MANHOLE DOWNSTREAM OF THE EX. LIFT STATION (NOT SHOWN). 2. INSTALL TEMPORARY BYPASS (INCLUDING BYPASS PUMPS, PLUGS, ETC.) AND PERFORM BYPASS OPERATIONS. 3. ABANDON LIFT STATION 4. PROVIDE TRAFFIC CONTROL FOR FULL DURATION OF BYPASS OPERATION. AT LEAST ONE LANE OF TRAFFIC MUST REMAIN OPEN AT ALL TIMES. 5. REMOVE TEMPORARY BYPASS SYSTEM. 14 ' I I •I >I <, W V � Z I ' I 1 I I I ®' DID I of i I i I I I I i 0 1 I W LL i I i U :I i � I ' a I � IP II II II II I� - -- -- - -- - - - CB SOLID LID - - - -- - ---- - - - - -- RIM = 1.OI( � ABANDON EX. FORCE ®� m IE= 321.01(N)12 "ADS MAIN PER DETAIL ® EX. 8" P IE= 321.01(W)12 "CMP THIS SHEET. GRAVITY ® REMOVE &DISPOSE 9 _— `-D----- SD- - - -SDI 1 ,.,® SEWER 0 OF EQUIPMENT. J I EXISTING FORCE MAIN I I 1 ° ............. ..................momma........ ®. ® ® ® ® ® ® ® ®%ft �m NE 26TH STREET T- --- - - - - -- e SSMH 5303327 i RIM = 327.52 ® ®® i IE= 315.32(NE) ® 44 IE= 315.42(W) _ _ ------ 'Vr - - -_ 1 - - - -/ _ _— ___ -- -- ______ -_ ® _- a -_ -- �— ®® a ________ 0 cc i i i V// m K//// m / / / OF waay,, 39849 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHOREUNE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 0 u R�TI -'rll LL z Roth Hill, LLC Te1425.869.9448 www.rothhill.com 5 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 J air O� c; DEMOLITION NOTES: 1. ALL MATERIALS SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE AS SELECTED BY THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND PSE FOR ELECTRICAL SERVICE DISCONNECTION TO EXISTING STATION. 3. REMOVE EXISTING STATION AFTER APPROVAL IN WRITING BY OWNER AND AFTER 72 HOURS OF CONTINUOUS SUCCESSFUL OPERATION OF NEW LIFT STATION. SEE SPECIFICATIONS FOR CONSTRUCTION RECORD DRAWING OF EXISTING LIFT STATION FACILITY. 4. RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND HYDROSEED. BYPASS SYSTEM CONSTRUCTION SEQUENCE: 1. INSTALL TEMPORARY BYPASS PIPING BETWEEN MANHOLE 5303327 IN NE 26TH ST. AND PROPOSED MANHOLE DOWNSTREAM OF THE EX. LIFT STATION (NOT SHOWN). 2. INSTALL TEMPORARY BYPASS (INCLUDING BYPASS PUMPS, PLUGS, ETC.) AND PERFORM BYPASS OPERATIONS. 3. ABANDON LIFT STATION 4. PROVIDE TRAFFIC CONTROL FOR FULL DURATION OF BYPASS OPERATION. AT LEAST ONE LANE OF TRAFFIC MUST REMAIN OPEN AT ALL TIMES. 5. REMOVE TEMPORARY BYPASS SYSTEM. 14 ' I I •I >I <, W V � Z I ' I 1 I I I ®' DID I BYPASS PLAN GENERAL NOTES: 1. CONTRACTOR SHALL SCHEDULE A MEETING WITH OWNER AND ENGINEER TO DISCUSS PROPOSED BYPASS PLAN PRIOR TO INSTALLING THE BYPASS SYSTEM. 2. ALL OF THE CONNECTIONS TO THE EXISTING SYSTEM INVOLVE POTENTIAL EXPOSURE TO RAW SEWAGE. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ASSOCIATED WITH WORKING AROUND RAW SEWAGE AND SEWAGE GAS. 3. EXISTING SEWER MAINS SHALL BE PROTECTED AND KEPT IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED IN THIS PLAN. 4. CONTRACTOR SHALL PROVIDE BACKUP POWER FOR TEMPORARY BYPASS PUMPS THROUGHOUT OPERATION. 5. MAXIMUM ANTICIPATED FLOW FOR EX. STONEGATE L.S. IS 200 GPM, SIZE ALL BYPASSING EQUIPMENT APPROPRIATELY. 6. THIS BYPASS PLAN IS ONLY INTENDED TO PRESENT POSSIBLE METHODS FOR PERFORMING THE CONNECTIONS. CONTRACTOR SHALL EVALUATE AND CONFIRM FEASIBILITY FOR PROPOSED WORKAND SUBMIT PLAN TO ENGINEER FOR EACH OF THE CONDITIONS AT LEAST 1 WEEK PRIOR TO COMMENCING ANY CONNECTION. ROMAC 501 PROPOSED 12 "F GRAVITY SEWER (SEE SHT. C5) RECHANNEL MH w/ PLUG —\ Z iLL /CLOSE ER 4" FORCE MAIN ----- - - - - -- 0 LVE & REMOVE Z TOP SECTION OF VALVE Y BOX & STEM REMOVE 2' TOP SECTION OF MH & INSTALL FLAI TOP SLAB w/ GRADE ADJUSMENT RINGS & 24 "0 MH FRAME & COVER AS NECESSARY (ONE RING MIN.) POSITION SO THAT MH COVER IS LOCATED ABOVE THE EXIST. ACCESS LADDER. ENSURE MANHOLE IS WATERTIGHT. CONTRACTOR SHALL DISCONNECT PIPING FROM PACKAGED LIFT STATION & DELIVER AND UNLOAD DISCONNECTED " PACKAGED STATION TO CITY 1i Ii I MAINTENANCE YARD (INCLUDING EXIST. LID) AT 3555 NE 2ND ST. RENTON, WA ii li li i'i 98056 PER SPECIFICATIONS. REMOVE & DISPOSE 1 ALL DUCTS & PIPING INSIDE MANHOLE PLUG EX. FORCE MAIN AFTER DRAINING BY FILLING W/ NON- SHRINK EPDXY GROUT A MIN. OF 2 FEET. CUT PIPE I WITH WALL EX. 96 "0 EX. 8" GRAVITY _ SEWER C I I !I I I I I -T I I I I 1 I ii I I I I I I I I I I I I PROPOSED 12 "PVC GRAVITY SEWER (SEE SHT. C5) 501 COUPLING RECHANNEL MH w/ GROUT NOTE. MIN. 9" DEPTH 1. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. LIFT STATION REMOVAL & WET WELL RECHANNELIZATION DETAILS NITS 061. s __,s+T3 t v of i I i I I I I i 0 1 I W LL i O i U � I ' IP II II II II I� BYPASS PLAN GENERAL NOTES: 1. CONTRACTOR SHALL SCHEDULE A MEETING WITH OWNER AND ENGINEER TO DISCUSS PROPOSED BYPASS PLAN PRIOR TO INSTALLING THE BYPASS SYSTEM. 2. ALL OF THE CONNECTIONS TO THE EXISTING SYSTEM INVOLVE POTENTIAL EXPOSURE TO RAW SEWAGE. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ASSOCIATED WITH WORKING AROUND RAW SEWAGE AND SEWAGE GAS. 3. EXISTING SEWER MAINS SHALL BE PROTECTED AND KEPT IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED IN THIS PLAN. 4. CONTRACTOR SHALL PROVIDE BACKUP POWER FOR TEMPORARY BYPASS PUMPS THROUGHOUT OPERATION. 5. MAXIMUM ANTICIPATED FLOW FOR EX. STONEGATE L.S. IS 200 GPM, SIZE ALL BYPASSING EQUIPMENT APPROPRIATELY. 6. THIS BYPASS PLAN IS ONLY INTENDED TO PRESENT POSSIBLE METHODS FOR PERFORMING THE CONNECTIONS. CONTRACTOR SHALL EVALUATE AND CONFIRM FEASIBILITY FOR PROPOSED WORKAND SUBMIT PLAN TO ENGINEER FOR EACH OF THE CONDITIONS AT LEAST 1 WEEK PRIOR TO COMMENCING ANY CONNECTION. ROMAC 501 PROPOSED 12 "F GRAVITY SEWER (SEE SHT. C5) RECHANNEL MH w/ PLUG —\ Z iLL /CLOSE ER 4" FORCE MAIN ----- - - - - -- 0 LVE & REMOVE Z TOP SECTION OF VALVE Y BOX & STEM REMOVE 2' TOP SECTION OF MH & INSTALL FLAI TOP SLAB w/ GRADE ADJUSMENT RINGS & 24 "0 MH FRAME & COVER AS NECESSARY (ONE RING MIN.) POSITION SO THAT MH COVER IS LOCATED ABOVE THE EXIST. ACCESS LADDER. ENSURE MANHOLE IS WATERTIGHT. CONTRACTOR SHALL DISCONNECT PIPING FROM PACKAGED LIFT STATION & DELIVER AND UNLOAD DISCONNECTED " PACKAGED STATION TO CITY 1i Ii I MAINTENANCE YARD (INCLUDING EXIST. LID) AT 3555 NE 2ND ST. RENTON, WA ii li li i'i 98056 PER SPECIFICATIONS. REMOVE & DISPOSE 1 ALL DUCTS & PIPING INSIDE MANHOLE PLUG EX. FORCE MAIN AFTER DRAINING BY FILLING W/ NON- SHRINK EPDXY GROUT A MIN. OF 2 FEET. CUT PIPE I WITH WALL EX. 96 "0 EX. 8" GRAVITY _ SEWER C I I !I I I I I -T I I I I 1 I ii I I I I I I I I I I I I PROPOSED 12 "PVC GRAVITY SEWER (SEE SHT. C5) 501 COUPLING RECHANNEL MH w/ GROUT NOTE. MIN. 9" DEPTH 1. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. LIFT STATION REMOVAL & WET WELL RECHANNELIZATION DETAILS NITS 061. s __,s+T3 t v 11 i 1 i n■ 8 "MP REMOVE & SALVAGE ELECTRICAL TOP SLAB w/ GRADE ADJUSMENT RINGS & 24'0 ......... SERVICE PANELS TO CITY I$TINC:GRWN ::::::::: MAINTENANCE YARD AT 3555 NE 400 SEE LIFT STATION REMOVAL 6 "MP 2ND ST. RENTON, WA 98056 - -. & WET WELL 12 "MP COMPLETE WITH ALL INTERNAL WIRING ......... RECHANNEUZAT10N DETAILS TWIN & COMPONENTS STATION ON THIS SHT n CONTROL BOX POWER METER CHANNEL PROPOSED�MANHOLE "FR 8' W/ PHONE CONNECTION (MANHOLE INSTALLED BY 8 LINE OF 3' 15'H ARBORVITAE OTHERS —x 8 6" CEDARS .. Ir %fT -B °pv .. . I ........ �x x 23 - x xs'cLF . x REMOVE &DISPOS . .... ........................... E �� .... 1 ® ®® FENCE BLOCK 3'W-15'H ARBORVITAE _ /�I.� ` OF EQUIPMENT. FENCE BASE / _ ll6 - - EX. LIFT ` , PM �. EX. 8" GRAVITY SEWER \ STA 1 2 4" " F9 ✓, S,� �p� F o 2 r v ®m ° TION WM EX. BCE Mph WET WELL x _ &P• _P_____$V Ex \\ p /3 wx7oH qR 6 cEF ,♦ 10 Q��' 20 "MP 1 ; �PV STRUCTURE OSfO 8' vl rq f ®® x S�np EX. SSMH RIM =402.01 // BANDON EX. FORCE "Ek:SSMH IE CTR= 396.84 1 Q MAIN PER DETAIL - 0PO RIM-401.7± 6 "AR SHALLOW, _ - - RECESSED a THIS SHEET. _ _ - - - \� IE 10 "NE 390.20± REMOVE IF 8 "NW 390.30± PROPOSED �� 1 \ —SDMH 1 i � RIM = 401.93 AND ABANDON DON VAALL VE. SENSOR .�50 IE= 394.23(SW)20 "CMP ' a ' CONTRACTOR TO VERIFY 10" IE, i'. .'6 "FR TOP SEP- T= 399.33(NE; e a CONTRACTOR SHALL SET'IE' OFRROP.OSED 8" 0.10 i CATE VALVE, DRAIN FORCE MAIN .HIGHER TO ALLOW'FAIL 5o x writ LvL= 3sa.z3 z ,1 PRIOR TO PLUGGING. ACROSS MANHOLE, AND 1 I ADJUST SLOPE OF 8 "� PROPOSED GRAVITY 3 e ii ACCORDINGLY. 1 1 II - -- 1 , sDI ... IE-394.29(NE) I e as 20 "OMP X I ITRACT X I 1 I �I CONSTRUCTION SEQUENCE: BYPASS PLAN GENERAL NOTES: CONSTRUCT GRAVITY SEWER PIPE BETWEEN LIFT STATION AND DOWNSTREAM MANHOLE. CHANNEL DOWNSTREAM MANHOLE. Q2 INSTALL BYPASS PIPING BETWEEN MANHOLES UPSTREAM AND DOWNSTREAM OF THE LIFT STATION. INSTALL TEMPORARY BYPASS (INCLUDING BYPASS PUMPS, PLUGS, ETC.) AND PERFORM BYPASS OPERATIONS. ® CLOSE VALVE ON FORCE MAIN. 05 ABANDON LIFT STATION AND OVERFLOW STORAGE STRUCTURE. © OPEN VALVE ON FORCE MAIN TO DRAIN FORCE MAIN DOWNSTREAM. 07 REMOVE TEMPORARY BYPASS SYSTEM, AND ABANDON FORCE MAIN. DEMOLITION NOTES: 1. ALL MATERIALS SHALL BE DISPOSED OF AT AN APPROVED WASTE DISPOSAL SITE AS SELECTED BY THE CONTRACTOR. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND PSE FOR ELECTRICAL SERVICE DISCONNECTION TO EXISTING STATION. 3. REMOVE EXISTING STATION AFTER APPROVAL IN WRITING BY OWNER. SEE SPECIFICATIONS FOR CONSTRUCTION RECORD DRAWING OF EXISTING LIFT STATION FACILITY. 4. RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND HYDROSEED. r ILLQ z Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 1. MAXIMUM ANTICIPATED FLOWS FOR SUMMERWIND L.S. ARE 250 GPM. STONEGATE LS MUST BE OPERATIONAL, WITH EX. STONEGATE L.S. ABANDONED, PRIOR TO ABANDONING SUMMERWIND. 2. ALL OF THE CONNECTIONS TO THE EXISTING SYSTEM INVOLVE POTENTIAL EXPOSURE TO RAW SEWAGE. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ASSOCIATED WITH WORKING AROUND RAW SEWAGE AND SEWAGE GAS. 3. THIS BYPASS PLAN IS ONLY INTENDED TO PRESENT POSSIBLE METHODS FOR PERFORMING THE CONNECTIONS. CONTRACT SHALL EVALUATE AND CONFIRM FEASIBILITY FOR PROPOSED WORK AND SUBMIT PLAN TO ENGINEER FOR EACH OF THE CONDITIONS AT LEAST 1 WEEK PRIOR TO COMMENCING ANY CONNECTION. ® 50 o i ,S J LOT 11 ROMAC 501 VALVE & REMOVE TOP SECTION OF VALVE BOX & STEM CONTRACTOR SHALL DISCONNECT PIPING - FROM PACKAGED LIFT STATION & DELIVER AND UNLOAD DISCONNECTED PACKAGED STATION TO CITY MAINTENANCE YARD (INCLUDING EXIST. UD) AT 3555 NE 2ND ST. RENTON, WA 98056 PER SPEanCATIONS. REMOVE & DISPOSE OF- ALL DUCTS & PIPING INSIDE MANHOLE CUT FLUSH WITH EDGE OF MH- PLUG EX. FORCE MAIN BY FILLING W/ NON- SHRINK EPDXY GROUT A MIN. OF 2 FEET. ROMAC 501 CPLG. 3' EX. 8' GRAVITY �^ SEWER IE= REPLACE 3 FEET OF EX. 8' SEWER WITH 8' PVC. CONTRACTOR TO VERIFY EX. GRAVITY SEWER PIPE TYPE AND PROVIDE APPROPRIATE ROMAC COUPLING. PIPE PENETRATION, TYP.- (SEE NOTE #1 BELOW) RECHANNEL MH w/ GROUT - MIN. V DEPTH SAND OR EX. 96'0 MH w/ GROUT 501 COUPLING 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. REMOVE 2' TOP SECTION OF MH & INSTALL FLAT TOP SLAB w/ GRADE ADJUSMENT RINGS & 24'0 ......... .- APPROX.:E I$TINC:GRWN ::::::::: 400 .. 7�::: ... ... -: -. - -. ABOVE THE EXIST. ACCESS LADDER. ENSURE .. ......... ......... ......... ..... .: ......... __ . ... ... n PROPOSED OF TOPSOIL AND 8' GRAVITY HYDROSEED SURFACE 390 SEWER 4g� .._ S —.D6fi .. Ir %fT -B °pv .. . I ........ ......... .... I...I:: :::EX.: S H,: .48"O: 380 1r 1/x e �� -IE .... ....... ... ..:::::: . Ek. ......... WET WEL ........ :: IE =390. a W;.... 0; (B;PR STORAGE STRUCTURE &.. 2 'SAND.(:. . . . . . . . . ... . . . . . . . . . . . . . . . . 1 °394:45. ....... ::::::: E) .......... ..... :::..... ....... - -- . — ........ ......... . ......... ROMAC 501 VALVE & REMOVE TOP SECTION OF VALVE BOX & STEM CONTRACTOR SHALL DISCONNECT PIPING - FROM PACKAGED LIFT STATION & DELIVER AND UNLOAD DISCONNECTED PACKAGED STATION TO CITY MAINTENANCE YARD (INCLUDING EXIST. UD) AT 3555 NE 2ND ST. RENTON, WA 98056 PER SPEanCATIONS. REMOVE & DISPOSE OF- ALL DUCTS & PIPING INSIDE MANHOLE CUT FLUSH WITH EDGE OF MH- PLUG EX. FORCE MAIN BY FILLING W/ NON- SHRINK EPDXY GROUT A MIN. OF 2 FEET. ROMAC 501 CPLG. 3' EX. 8' GRAVITY �^ SEWER IE= REPLACE 3 FEET OF EX. 8' SEWER WITH 8' PVC. CONTRACTOR TO VERIFY EX. GRAVITY SEWER PIPE TYPE AND PROVIDE APPROPRIATE ROMAC COUPLING. PIPE PENETRATION, TYP.- (SEE NOTE #1 BELOW) RECHANNEL MH w/ GROUT - MIN. V DEPTH SAND OR EX. 96'0 MH w/ GROUT 501 COUPLING 37847 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. REMOVE 2' TOP SECTION OF MH & INSTALL FLAT CLOSE VALVE & REMOVE TOP SECTION OF VALVE CUT 24 °0 HOLE IN BOX &STEM BOTTOM OF MANHOLE NOTE: 1. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. LIFT STATION REMOVAL & WET WELL RECHANNELIZATION DETAILS NTS 08,5- 34)311 TOP SLAB w/ GRADE ADJUSMENT RINGS & 24'0 MH FRAME & COVER AS NECESSARY (ONE RING MIN.) POSITION SO THAT MH COVER IS LOCATED -- _____ - -- ABOVE THE EXIST. ACCESS LADDER. ENSURE i i i I n MANHOLE IS WATERTIGHT. i i I I n BACKFILL W/ MIN. 2' n PROPOSED OF TOPSOIL AND 8' GRAVITY HYDROSEED SURFACE SEWER _— - _____L__ FERN 1r 1/x e �� EMOVE & DISPOSE F 70P 4' OF OVERFLOW STORAGE STRUCTURE 2 'SAND.(:. PLUG EX. OVERFLOW PIPE BY FILLING W/ �r =�� NON- SHRINK EPDXY . / GROUT A MIN. OF 2 .r FEET. IE= 394.45 ' ' �' PROPOSED 8' - - - GRAMGRAVI 5LWLK i ,'3' CDF ROMAC� 501 CPLG. - PROPOSED GRAVITY BEHIND EX. OVERFLOW STORAGE STRUCTURE SAND t, EX. 96'0 MH CLOSE VALVE & REMOVE TOP SECTION OF VALVE CUT 24 °0 HOLE IN BOX &STEM BOTTOM OF MANHOLE NOTE: 1. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. LIFT STATION REMOVAL & WET WELL RECHANNELIZATION DETAILS NTS 08,5- 34)311 ofn i z BUILDING SEE SHT. Al ASPHALT PAVEMENT SEE SHT. C7 HOT BOX W/ BACKFLOW PREVENTER & YARD HYDRANT 8" VAULT VENT GENERATOR SET ________________________________________________________- I �. 7 °MIN.(T1P.) �� 118" WIDE I I� 5' -5° DOORS OPEN LADDER J 3'x5' FRP LANDING' I I i 7' BELOW VAULT I I CEILING PER I STRUCT. DWGS. I I I I 48 "x72" ACCESS HATCH, j LW PRODUCTS HD -3C I i I I I I I I I I I I I I I I I i I I i I 1'x1' CONCRETE FILLET W/ I 4 - #4 DEFORMED REINF. j I TREBAR (TYP. OF 4) I I I 1 4\ I I I I L- - - - - -- -- - ---------- - - - - -- - -- -- 12" ROMAC OVERFLOW STORAGE VAULT STYLE 501 FLEX CPLG. SEE SECTIONS, SHT. C13 .fi CHAIN LINK SECURITY FENCE SEE SHT. C7 \ \ 12 "PVC C900 K+1 END 5' SEWER BYPASJxMJ) SEE SHT. C5 + - dIIIYIIu�- ��IIIIIIIII� �� PHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 WET WELL SEE DETAILS, SHTS. C13 AND C14 i \ 8" WET WELL VENT 12" ROMAC STYLE 501 48 "x72" ACCESS HATCH, LW PRODUCTS HD -3C 3'x FRP LANDING - 7' - 7' BELOW VAULT CEILING PER 1. STRUCT. DWGS. r DOORS OPEN 18" WIDE I LADDER I -- ---- ---- 1 - - - -- UNI -HOIST CORE MOUNTED — SLEEVE PER SPECS. (TYP. OF 4) COORDINATE LOCATIONS WITH OWNER. VALVE VAULT SEE - DETAILS, SHT. C15 AERIAL LIGHT \ �� " x x— MOUNTED ON POLE (SEE ELECTRICAL 12 "PVC GRAVITY �WG•) SEWER SEE SHT. C5 12" GATE VALVE (MJxMJ) j GRAVITY SEWER MANHOLE SEE / SHT. C5 / fgSeMF /V / I I 1 I 1 .1 8" VAULT VENT W/ — I I / I I I I / I I I I I I I I I I I I I I 1 I I I \ � I \ I I \ I 1 I I I I I I \r I � I I�� I I � I I � I I I X I 1 I I / I nl 1111 / I I I d TRANSFORMER a / d d - A / d G 4 / / d 4 / 4 / d / 4 d d. L. BRp / w4lwcE WA&w Q 4 d 37847 RE'GISTERF'� 4 Sm,..... FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. c6 ; .5 - -s 4731;1- w' �I a n o > ¢ cn x 3 d NOTES: —x x x —J Q 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT �I LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR a WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND d FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM 8 "PVC C900 D1557. FORCE MAIN I 3. ALL CONCRETE SUPPORTS TO BE FORMED. SEE SHT. C5 I d 4. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS I 4 OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. I 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED d w /MEGALUGS. p 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. 8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. c6 ; .5 - -s 4731;1- 0 N 0 a 0 w w 0 z O a 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM D1557. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 4. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR —N —SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED w/MEGALUGS. 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. B. FOR EACH HATCH, PROVIDE ROLL —OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. 37647 _ FOR CONSTRUCTION RECORDS ONLY - �, AA. AA I I III 2' 21 3, 2 "PVC, SCH. 40 ACCESS HATCH DRAIN UNE. (TYP. BOTH HATCHES) I-1 48 "x72" ACCESS HATCH, LW PRODUCTS HD -3C 18" WIDE FIXED 7' -0" FRP LADDER -3'x5' FRP LANDING 7' BELOW VAULT CEILING PER STRUCT. DWGS. 38'x20' INSIDE DIMENSION — PRECAST CONCRETE VAULT 1'x1' CONCRETE CORNER FILLET W/ #4- DEFORMED REINF. REBAR ® 4' O.C. (TYP. ALL AROUND BOTTOM OF VAULT) 1'x1' CONCRETE FILLET W/ -.' 4 -#4 DEFORMED REINF. REBAR (TYP. OF 4) 12 °PVC C900 SEWER BYPASS _ 3 ROWS OF #8 REBAR AT 10' O.C. EQUALLY SPACED SO THAT THEY ARE OFFSET FROM BARS ON INSIDE OF WET WELL L ` —IE= 319.30 48 "02" ACCESS HATCH,- \ "- - ^ LW PRODUCTS HD -3C 12" CRUSHED SURFACING BASE — COURSE COMPACTED TO 95% MOD PER ASTM D1557 SECTION A -A 10' -0" 3'x5' FRP LANDING 7' BELOW VAULT CEILING PER 1'x1' CONCRETE CORNER FILLET W/ #4 STRUCT. DWGS. ic DEFORMED REINF. REBAR ® 4' O.C. (TYP. ALL AROUND BOTTOM OF VAULT) 18" WIDE FIXED FRP LADDER 29, MIN.. REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 38'x20' INSIDE DIMENSION) PRECAST CONCRETE VAULT 12" CRUSHED SURFACING BASE — COURSE COMPACTED TO 95% MOD PER ASTM D1557 {n OF WASy{4�+�+f v mw OF WAS&I FIHILL 37847 4 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com �O� REC1sTERE� �4 �O� REGISTEREs 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 ESSIONAt ENS �SSIONA, L�� 7' -0" CHANNEL BASE AS NEEDED T ACCOMODATE OVERFLOW PIPE -28 YARDS OF CONCRETE SPREAD EVENLY AROUND CONCRETE VAULT 1 4 1 FRP GRATING 2 PER STRUCTURAL PLANS 1Yz °x 1 Yz °x Y4' S.S. L 12" GRAVITY 1 17 BRACE W/ %- S.S. OVERFLOW PIPE 5 5 U -BOLT (TYP.) 12' INSIDE DIAMETER r/ I r/ 1•, 14 BEVEL -CUT PIPE PRECAST CONCRETE 14 / 1� AT 45' ANGLE MANHOLE I I I I 15 15 I I I I WO x 18" LONG i I1 rl I DEFORMED REINF. BAR ®3' O.C. (TYP) _ Li O r/ �I r/ 302.55' SECTION B -B 24" 12" 0 2' 4' 6' a7 , olio SCALE IN INCHES/ FEET NO. I REVISION I BY I DATE I APPR '—SUBMERSIBLE PUMPS SEE SPECS. (2- REQ'D.) 12" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MDD PER ASTM D1557 _ _MJL CITY OF oEVo-xn AS NOTED w�amv: wo ,emnsa, w. ,�- ELB/LDS .� R E N T O N TvW 01E�1NA� DATUM ' .Tf tw.zn I Planning /Building /Public Works Dept. 6 HT p1E !ql �.Ep 501E ILCOI✓OIMYT MATERIAL LIST ITEM DESCRIPTION QTY 1 12" D.I. PIPE SPOOL, LF AS REQ'D. 6 2 12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 - i.............. 12" TEE, FL x FL 1 4 12" ROMAC STYLE 501 FLEX CPLG. 7 5 8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. B 6 B" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 7 8" MAGNETIC FLOW METER, PER SPECS. 1 8 I 1 9 8" 90' BEND, FL x FL 1 10 8" 90' LONG RADIUS BEND, FL x FL 2 11 VALVE NUT 2 VALVE NUT 8" RESIUENT WEDGE GATE VALVE, FL X FL, PER SPECS. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM FRP LADDER 1 EXTENDER & 6 EXTENDER & 8 "x 6" REDUCER, FL x FL 2 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN PER DETAIL C16 17 VALVE BOX PER VALVE BOX PER 19 20 DETAIL, SHT. C16 DETAIL THIS SHT. STAINLESS STEEL STRAP, SIZE AS NEEDED 13 22 ADJUSTABLE PIPE STAND, PER SPECS. 4 23 KOR -N -SEAL BOOTS, SIZE AS NEEDED 1 24 CONCRETE SUPPORT BLOCK 2 25 RETAINER GLAND, SIZE AS NEEDED HANDRAIL PER 26 STRUCTURAL PLANS 8" OUTLET PIPES TO VALVE VAULT 10 10 3 1 2 12" PVC GRAVITY SEWER INLET 1 311.27' 312.0' —310 30' 1 4 1 FRP GRATING 2 PER STRUCTURAL PLANS 1Yz °x 1 Yz °x Y4' S.S. L 12" GRAVITY 1 17 BRACE W/ %- S.S. OVERFLOW PIPE 5 5 U -BOLT (TYP.) 12' INSIDE DIAMETER r/ I r/ 1•, 14 BEVEL -CUT PIPE PRECAST CONCRETE 14 / 1� AT 45' ANGLE MANHOLE I I I I 15 15 I I I I WO x 18" LONG i I1 rl I DEFORMED REINF. BAR ®3' O.C. (TYP) _ Li O r/ �I r/ 302.55' SECTION B -B 24" 12" 0 2' 4' 6' a7 , olio SCALE IN INCHES/ FEET NO. I REVISION I BY I DATE I APPR '—SUBMERSIBLE PUMPS SEE SPECS. (2- REQ'D.) 12" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MDD PER ASTM D1557 _ _MJL CITY OF oEVo-xn AS NOTED w�amv: wo ,emnsa, w. ,�- ELB/LDS .� R E N T O N TvW 01E�1NA� DATUM ' .Tf tw.zn I Planning /Building /Public Works Dept. 6 HT p1E !ql �.Ep 501E ILCOI✓OIMYT MATERIAL LIST ITEM DESCRIPTION QTY 1 12" D.I. PIPE SPOOL, LF AS REQ'D. 6 2 12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 3 12" TEE, FL x FL 1 4 12" ROMAC STYLE 501 FLEX CPLG. 7 5 8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. B 6 B" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 7 8" MAGNETIC FLOW METER, PER SPECS. 1 8 8" TEE, FL x FL 1 9 8" 90' BEND, FL x FL 1 10 8" 90' LONG RADIUS BEND, FL x FL 2 11 8" CHECK VALVE, FL X FL, PER SPECS. 2 12 8" RESIUENT WEDGE GATE VALVE, FL X FL, PER SPECS. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 14 8" FL CPLG. ADAPTER 6 15 8 "x 6" REDUCER, FL x FL 2 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 3 17 12" D.I. PIPE SPOOL, FL x BEVELED END 18 19 20 21 STAINLESS STEEL STRAP, SIZE AS NEEDED 13 22 ADJUSTABLE PIPE STAND, PER SPECS. 4 23 KOR -N -SEAL BOOTS, SIZE AS NEEDED 1 24 CONCRETE SUPPORT BLOCK 2 25 RETAINER GLAND, SIZE AS NEEDED 5 26 Ile MINIMUM THICKNESS LENGTH AS REQUIRED TO PUT OPERATING NUT, TWO (2) FEET FROM SURFACE EXTENSIONS FlN S E VALVE U FEET HED GRA . EXTENSIONS ARETO BE A MINIMUM OF TWO (2)(4BELOW FEET LONG. ONE EXTENSION IS TO BE USED PER VALVE. ALL EXTENSIONS ARE TO BE MADE OF STEEL. SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. VALVE OPERATING NUT EXTENSION NTS STONEGATE 6/25/2010 LIFT STATION REPLACEMENT WET WELL AND OVERFLOW FACILITY SECTIONS 013 CA 13'. 5 -34 31 I I _________________________________________ r_ 1_ r_______ ____________________- ________I_ ______ _______ 1_ _ ___________________________ _ _ _ __ 12" GRAVITY OVERFLOW STORAGE VAULT __ OVERFLOW PIPE HANDRAIL PER— STRUCTURAL PLANS EXPLOSION PR LIGHT FIXTURE FRP GRATING PER STRUCTURAL PLANS PER DETAIL 30•x24" REMOVABLE GRATE FOR ACCESS I r - -- r 4• II I I I I � II \ I I I I I I I I I LANDING " - - DETAIL -� 7" I I I I 1 -1/2" SCH. 80 III PVC SUMP PUMP DOORS OPEN iii DISCHARGE PIPE 25 I I I 5 n ' a i i it SUBMERSIBLE `s PUMPS SEE SPECS. 12 °DI GRAVITY / (2- REUD.) SEWER INLET , i ii a� z i nuuul, uuuuw 24" 18" 12" 6' 0 1' 2' 3' 4 SCALE IN INCHES/ FEET 12 "PVC GRA' SEWER MAIN II — 111 WkIm U. FLUSH VALVE D/^ 1'TYP. � o- 25 PIPE PENETRATION (TYP) (SEE NOTE 4 THIS SHT.) 2 "4 TYPE 304 SCH.40 S.S. GUIDE RAILS (TYP.) MANHOLE iHT.C5) 1911iky,INFAUPaIkN Les »_IOVAI��1�1 PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 BRACKET OUTLET PIPES TO VALVE VAULT (SEE SHT. C14) BACKUP LEVEL CONTROL DISPLACEMENT - FLOATS W/ 15' EXTRA COIL FOR LEVEL ADJUSTMENT (4 TOTAL) SEE ELECTRICAL DRAWINGS PER DETAIL 12' INSIDE DIAMETER PRECAST CONCRETE MANHOLE HANDRAIL PER — STRUCTURAL PLANS 312.2' FRP GRATING PER STRUCTURAL PLANS SUBMERSIBLE PUMPS (2- REQ'D.) NOTE: FITTINGS AND VALVES SHOWN SHALL BE THE SAME FOR BOTH PUMP DISCHARGE MAINS. 9 YARDS OF CONCRETE SPREAD EVENLY AROUND WET WELL ' a , A 4'x8' ALUMINUM DOUBLE DOOR ACCESS HATCH, LW PRODUCTS MODEL HD -3E WITH HANDRAIL TO ASSIST ENTRY LANDING 322.6' rl ° 2 "PVC, SCH. 40 ACCESS HATCH DRAIN UNE. 1 -1/2 "PVC, SCH. 80 SUMP PUMP DISCHARGE FROM VALVE VAULT 318.5' 4 PIPE PENETRATION (TYP) (SEE NOTE 4 THIS SHT.) _ 315.5' 11 J"11 0 (FORCE MAIN CL) Np� P. 13 1'T YP. 114 "x 114 "x Y4" S.S. L BRACE W/ W S.S. U -BOLT (TYP.) 1 -1/2" SCH. 80 PVC SUMP PUMP DISCHARGE PIPE - -HIGH LEVEL ALARM 306.5' - -BOTH PUMPS ON 308.0' 3 ROWS OF 12 EA.� #8 REBAR EQUALLY SPACED. STAGGER BARS SO THAT THEY ARE OFFSET FROM BARS ON INSIDE OF WET WELL NOTES: 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM D1557. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 4, ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. 5, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED w /MEGALUGS. 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. 8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. 12" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MDD PER ASTM D1557 SECTION C -C - - -ONE PUMP ON 307.0' -BOTH PUMPS OFF 305.5' LOW LEVEL ALARM 305.0' -- 302.5' MATERIAL LIST ITEM DESCRIPTION QTY 1 12" D.I. PIPE SPOOL, LF AS REQ'D. 6 2 12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 3 12" TEE, FL x FL 1 4 12" ROMAC STYLE 501 FLEX CPLG. 7 5 21 8 6 II II II 2 7 8" MAGNETIC FLOW METER, PER SPECS. 1 8 8" TEE, FL x FL 1 9 8" 90' BEND, FL x FL 1 II II ii I, EXPLOSION PROOF LIGHT FIXTURE 2 11 8" CHECK VALVE, FL X FL, PER SPECS. 2 12 y °p TYPE 304 SCHAD S.S. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 14 8" FL. CPLG. ADAPTER 6 15 8 "x 6" REDUCER, FL x FL GUIDE RAILS 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 3 17 12" D.I. PIPE SPOOL, FL x BEVELED END 1 FIXED FRP LADDER 18 19 21 20 21 I PER DETAIL 22 ADJUSTABLE PIPE STAND, PER SPECS. 4 23 KOR -N -SEAL BOOTS, SIZE AS NEEDED 10 24 CONCRETE SUPPORT BLOCK I 25 RETAINER GLAND, SIZE AS NEEDED 5 26 o I I I i 0 5 00 00 12" GRAVITY °o OVERFLOW 310.30' 21 cc I 0o - - -- °- AP1 A. ° - - O 0 2 "PVC, SCH. 40 ACCESS HATCH DRAIN UNE. 1 -1/2 "PVC, SCH. 80 SUMP PUMP DISCHARGE FROM VALVE VAULT 318.5' 4 PIPE PENETRATION (TYP) (SEE NOTE 4 THIS SHT.) _ 315.5' 11 J"11 0 (FORCE MAIN CL) Np� P. 13 1'T YP. 114 "x 114 "x Y4" S.S. L BRACE W/ W S.S. U -BOLT (TYP.) 1 -1/2" SCH. 80 PVC SUMP PUMP DISCHARGE PIPE - -HIGH LEVEL ALARM 306.5' - -BOTH PUMPS ON 308.0' 3 ROWS OF 12 EA.� #8 REBAR EQUALLY SPACED. STAGGER BARS SO THAT THEY ARE OFFSET FROM BARS ON INSIDE OF WET WELL NOTES: 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM D1557. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 4, ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. 5, ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED w /MEGALUGS. 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. 8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. 12" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MDD PER ASTM D1557 SECTION C -C - - -ONE PUMP ON 307.0' -BOTH PUMPS OFF 305.5' LOW LEVEL ALARM 305.0' -- 302.5' MATERIAL LIST ITEM DESCRIPTION QTY 1 12" D.I. PIPE SPOOL, LF AS REQ'D. 6 2 12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 3 12" TEE, FL x FL 1 4 12" ROMAC STYLE 501 FLEX CPLG. 7 5 8" D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 8 6 8" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 7 8" MAGNETIC FLOW METER, PER SPECS. 1 8 8" TEE, FL x FL 1 9 8" 90' BEND, FL x FL 1 10 8" 90' LONG RADIUS BEND, FL x FL 2 11 8" CHECK VALVE, FL X FL, PER SPECS. 2 12 8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 14 8" FL. CPLG. ADAPTER 6 15 8 "x 6" REDUCER, FL x FL 2 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 3 17 12" D.I. PIPE SPOOL, FL x BEVELED END 18 19 20 21 STAINLESS STEEL STRAP, SIZE AS NEEDED 13 22 ADJUSTABLE PIPE STAND, PER SPECS. 4 23 KOR -N -SEAL BOOTS, SIZE AS NEEDED 1 24 CONCRETE SUPPORT BLOCK 2 25 RETAINER GLAND, SIZE AS NEEDED 5 26 �OV WAN" e N 7047 _ FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. 018`. n - 34-731+ i L wl a z a 1 LJ 0 i 0 a OUTLET PIPES FROM WET WELL (SEE SHT. C14) ..hh�n��fl�IVUuur�•- 1 17/771 H11 H/777.1,77777i SCALE IN INCHES/ FEET U °e a ° ° a 4 ° e <e - 1 -1/2" SCH. 80 PVC SUMP PUMP PRE CAST CONCRETE DISCHARGE PIPE W/ DOUBLE CHECK VALVE VALVE VAULT 8'W x 141, UTILITY VAULT NO. 814 -LA a SUMP PUMP (PER SPECS.) -- n SUMP °W/ ALUMINUM GRATE r------------------------- --- - - - - -- PriLL Roth Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 mom 16 14 22 I I 11 12" 12 L----- --- -- - - - - -- -- -- - -- - -- L------------ ---- ----- ---- 2'PVC, SCH. 40 A( HATCH DRAIN LINE. F- — — --------------------------- Ir— — ----------------- II I II I II I II I II I E II � ii DOORSIOPEN EXTRA HEAVY DUTY ALUMINUM / I ACCESS LADDER. L II � II II I IIL- - - -- - - -I - -- ----- - - - - -- L------------ - - - - -- ----- --- --- ° Q 4' 8" PVC C900 FC MAIN & FITTINGS (SEE SHT. C5) VALVE VAULT PLAN VIEW -CUT NOTCH IN GRATING AND DRAIN DISCHARGE 1" BELOW GRATING ° e ° ° n 3 ° TYP. z n �1 d a TO 95% MOO PER ASTM D1557 NOTES: 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM D1557. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 4. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED w /MEGALUGS. 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. 8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. 9. FLANGE CPLG. ADAPTERS ALL RESTRAINED THIS SHEET SECTION D -D MATERIAL LIST ITEM DESCRIPTION QTY 1 1111,011 6 2 12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 6 12" TEE, FL x FL 1 4 12' ROMAC STYLE 501 FLEX CPLG. 7 5 1 8' D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 8 6 8" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 7 INS 1 8 8" TEE, FL x FL 1 9 8' 90' BEND, FL x FL 1 10 8' 90' LONG RADIUS BEND, FL x FL 2 11 8" CHECK VALVE, FL X FL, PER SPECS. 2 12 8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 14 8" FL CPLG. ADAPTER 6 15 8 "x 6' REDUCER, FL x FL 2 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 3 17 12' D.I. PIPE SPOOL, FL x BEVELED END OWN= 19 20 21 STAINLESS STEEL STRAP, SIZE AS NEEDED 13 22 ADJUSTABLE PIPE STAND, PER SPECS. ° e ° ° n 3 ° TYP. z n �1 d a TO 95% MOO PER ASTM D1557 NOTES: 1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED EXTERIOR PER SPECIFICATIONS. 2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM D1557. 3. ALL CONCRETE SUPPORTS TO BE FORMED. 4. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS OTHERWISE APPROVED. KOR -N -SEAL BOOTS SHALL BE USED FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS SHALL BE MADE WATERTIGHT. 5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED w /MEGALUGS. 6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS. 7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN FIELD AS REQUIRED. 8. FOR EACH HATCH, PROVIDE ROLL -OUT SAFETY NET PER SPECS. PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES. 9. FLANGE CPLG. ADAPTERS ALL RESTRAINED THIS SHEET SECTION D -D MATERIAL LIST ITEM DESCRIPTION QTY 1 12" D.I. PIPE SPOOL, LF AS REQ'D. 6 2 12" RESIUENT WEDGE GATE VALVE, MJ X MJ, PER SPECS. 4 3 12" TEE, FL x FL 1 4 12' ROMAC STYLE 501 FLEX CPLG. 7 5 1 8' D.I. PIPE SPOOL, FL x PE, LF AS REQ'D. 8 6 8" D.I. PIPE SPOOL, PE x PE, LF AS REQ'D. 2 7 8" MAGNETIC FLOW METER, PER SPECS. 1 8 8" TEE, FL x FL 1 9 8' 90' BEND, FL x FL 1 10 8' 90' LONG RADIUS BEND, FL x FL 2 11 8" CHECK VALVE, FL X FL, PER SPECS. 2 12 8" RESILIENT WEDGE GATE VALVE, FL X FL, PER SPECS. 3 13 8" ROMAC STYLE 501 FLEX CPLG. W/ ROMAC 611 SERIES RESTRAINT SYSTEM 3 14 8" FL CPLG. ADAPTER 6 15 8 "x 6' REDUCER, FL x FL 2 16 8" D.I. PIPE SPOOL, FL x FL, LF AS SHOWN 3 17 12' D.I. PIPE SPOOL, FL x BEVELED END 18 19 20 21 STAINLESS STEEL STRAP, SIZE AS NEEDED 13 22 ADJUSTABLE PIPE STAND, PER SPECS. 4 23 KOR -N -SEAL BOOTS, SIZE AS NEEDED 1 24 CONCRETE SUPPORT BLOCK 2 25 RETAINER GLAND, SIZE AS NEEDED 5 26 ;7-^ �e *4t 37847 _ FOR CONSTRUCTION RECORDS ONLY a -TE ITY k FORCE 315.50 1G VE REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. uE:5; J - J'-F /.af.7 al v n T 1 V 3 2 w FIXED FRP LADDER DETAILS 16 NTS RETURN BEND ' INSECT SCREEN 8" SCH. 80 n PVC DUCTING \ I ATTACHMENT DETAIL VAY SLEEVING I Al iAum n w, ixn RS PER FLOAT SWITCH ATTACHMENT DETAIL S.S. PIPE CLAMPS (TYP) PRESSURE GAUGE (DIAL MIN. DIAMETER) (WALL MOUNTED) �BOURDON TUBE AND CASE FILLED WITH GLYCERIN DIAPHRAGM SEAL AIR BLEED QUICK — CONNECT FOR PORTABLE UNITS VALVE SPRING — LOADED (AUTOMATIC SHUT —OFF) XY I I�D30340 PERF. PVC j� —'�" S.S. PIPE IXY `� M FIXED F LADDER PIPE PENETRATION SHALL USE KOR —N —SEAL BOOTS OR SAND COLLARS a VENT DETAIL C 16 NTS 37847 FOR CONSTRUCTION RECORDS ONLY REVISED TO INDICATE CONSTRUCTION RECORDS REVISED BY: TERRY VAN WECHEL DATE: JULY 20, 2012 CONTRACTOR: SHORELINE CONSTRUCTION THESE CONSTRUCTION RECORD DOCUMENTS HAVE BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS NOT VERIFIED THE ACCURACY AND /OR COMPLETENESS OF INFORMATION PROVIDED BY OTHERS AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS THAT MAY BE INCORPORATED AS A RESULT OF ERRONEOUS INFORMATION PROVIDED BY OTHERS. PHILL Roth Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 . c 4 SUBMERSIBLE LEVEL SENSOR SUSPENDED PER MANUFACTURERS RECOMMENDATIONS. PROVIDE MOUNTING BRACKET ON LEVEL SENSOR FOR ATTACHING S.S. CABLE. 2 STILL WELL DETAIL 16 NTS DETAIL RETRACTABLE FRP LADDER FRP GRATING 0 0 0 FRF C 0 C— CHANNEL o GUIDE 0 1'-0'(TYPJ a' RETRACTABLE FRP LADDER DETAILS IN ODER 2" x Yip SQ. SIDE RAILS WITH iBING RAILS FRP LADDER 2" x UBING SIDE RAILS ;P TUBING RAILS SIDE MOUNTING TO EXCLUDE AIR, GRIT OR SCUM W BALL VALVE PIPE SADDLE (WELD OR STRAP TO PIPE WITH STAINLESS STEEL STRAPS) s PRESSURE GAUGE ASSEMBLY 16 NTS WET WELL WALL °d ° EYE BOLT, EMBED MIN W/ d ° SHACKLE I 1.5' — °, �e' CHAIN STEEL PLATE LADDER HOLDER DETAILS 16 NTS WET WELL WALL d ° ° a ° c ap ° FIXED FRP LADDER / L C— CHANNEL GUIDE FRP LADDER ATTACH FIXED FRP LADDER SO THAT THE RETRACTABLE LADDER HAS Y4" BETWEEN LADDER RAIL AND C— CHANNEL SECTION C —C NTS SECTION B -B v v♦ a - a SECTION A -A NTS 6 WET WELL CHANNELING DETAIL 16 I 6- a' RETRACTABLE FRP LADDER DETAILS IN ODER 2" x Yip SQ. SIDE RAILS WITH iBING RAILS FRP LADDER 2" x UBING SIDE RAILS ;P TUBING RAILS SIDE MOUNTING TO EXCLUDE AIR, GRIT OR SCUM W BALL VALVE PIPE SADDLE (WELD OR STRAP TO PIPE WITH STAINLESS STEEL STRAPS) s PRESSURE GAUGE ASSEMBLY 16 NTS WET WELL WALL °d ° EYE BOLT, EMBED MIN W/ d ° SHACKLE I 1.5' — °, �e' CHAIN STEEL PLATE LADDER HOLDER DETAILS 16 NTS WET WELL WALL d ° ° a ° c ap ° FIXED FRP LADDER / L C— CHANNEL GUIDE FRP LADDER ATTACH FIXED FRP LADDER SO THAT THE RETRACTABLE LADDER HAS Y4" BETWEEN LADDER RAIL AND C— CHANNEL SECTION C —C NTS SECTION B -B v v♦ a - a SECTION A -A NTS 6 WET WELL CHANNELING DETAIL 16 DOOR SCHEDULE DOOR FRAME ASSEMBLY REMARK S N0. SIZE WIDTH x HEIGHT TYPE MAT. MAT. DETAILS (SEE NOTE 1 BELOW) HARDWARE GR FIRE RATING FINISH HEAD JAMB SILL 1 PAIR 3' -2" x 8' -4" A H.M. H.M. 1 2 3 1 - DOOR INSULATION FACTOR: DOORS SHALL HAVE A U VALUE OF 0.6 OR LOWER ALLOWED CONTROL CMU PRESSURE TREATED 1 15,500 4 1 BUILDING F -1 NONE NO V -B 15 1 DOOR TYPES DOOR NOTES II /I\ II 1. DOOR DETAILS ARE ON SHEET A3 UNLESS OTHERWISE NOTED. 9 DOOR ABBREVIATIONS HM = HOLLOW METAL FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING CEILING HEIGHT REMARKS N0. NAME OF ROOM OR SPACE MATERIAL FINISH MATERIAL FINISH 101 CONTROL BUILDING CONCRETE CONCRETE GYPSUM BOARD © GYPSUM BOARD © VARIES SEP. �I�IFDl7 ■�Nll PAINT SYSTEMS: SEE SPECIFICATIONS SECTION 10.09900 FOR PAINTING SYSTEMS INDICATED IN THE SCHEDULE SYSTEM A = GLOSS FINISH SYSTEM B = SEMI -GLOSS FINISH SYSTEM C = EGGSHELL FINISH `o I 1. PAINT ALL HOLLOW METAL DOORS AND FRAMES PAINT SYSTEM � I 2. PAINT ALL EXPOSED EXTERIOR AND INTERIOR STEEL PAINT SYSTEM (D INCLUDING • METAL FABRICATIONS ° • SHEET METAL FLASHINGS THAT ARE NOT FACTORY FINISHED d u • ROOF ACCESSORIES THAT ARE NOT FACTORY FINISHED. D 'I 3. ALL EXPOSED INTERIOR & EXTERIOR CMU AND CONCRETE SHALL HAVE CLEAR WATER RESISTANT SEALER, SEE SPECIFICATION 10.07190. 4. SEE DRAWING A2 FOR CMU AND ROOF COLORS. I Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 96001 Ph. 253 - 835-6400 Fax 253 - 952-3435 0 io DOWNSPOUT LINE OF ROOF OVERHANG ABOVE --�' RIM CMU SCREEN WALL, SPLIT -FACE FINISH BOTH SIDES 3' -0 MIN. CLEAR 0 w 1 INCH R-7 RIGI)i ROOF INSULATION • BATT ROOF INSULATION GENERATOR ENCLOSURE 20' -0" FIRE ACOUSTIC LOUVER, 2' -0" x 2' -0" CONTROL BUILDING 0, CONC. PAD ACOUSTIC LOUVER, 2' -0" x 2' -0 "- PLAN SCALE: 1/4"=l'-O" PREFINISHED METAL ROOF O 2' -0" TYP @ EAVES J pz z�a w Q W -i W ' o wo 0 I r z 0 OZ �w 0 Vi=a N 100 0 DOWNSPOUT -0" CODE SYNOPSIS BASED ON THE 2006 IBC 1P \�— BUILDING USE CONSTRUCTION OCCUPANCY C ACTUAL HEIGHT AREA FIRE ID N0. NAME TYPE SPRINKLE TYPE SEP. ADA FEET TORIE ACTUAL SO. FT. ALLOWED CONTROL CMU PRESSURE TREATED 1 15,500 4 1 BUILDING F -1 NONE NO V -B 15 1 240 SF PER NO A3 GENERATOR NOTES PANELS OPP ENCLOSURE FLOOR I Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 96001 Ph. 253 - 835-6400 Fax 253 - 952-3435 0 io DOWNSPOUT LINE OF ROOF OVERHANG ABOVE --�' RIM CMU SCREEN WALL, SPLIT -FACE FINISH BOTH SIDES 3' -0 MIN. CLEAR 0 w 1 INCH R-7 RIGI)i ROOF INSULATION • BATT ROOF INSULATION GENERATOR ENCLOSURE 20' -0" FIRE ACOUSTIC LOUVER, 2' -0" x 2' -0" CONTROL BUILDING 0, CONC. PAD ACOUSTIC LOUVER, 2' -0" x 2' -0 "- PLAN SCALE: 1/4"=l'-O" PREFINISHED METAL ROOF O 2' -0" TYP @ EAVES J pz z�a w Q W -i W ' o wo 0 I r z 0 OZ �w 0 Vi=a N 100 0 DOWNSPOUT -0" 98t5- 34-7317 1P \�— TRUSS, SEE / \ BOARD C DWGS ACOUSTIC SPLIT FACE LOUVER `\ CMU PRESSURE TREATED 1 2x3 WOOD STUDS 4 ® 16" O.C. ELECTRICAL A3 GENERATOR NOTES PANELS OPP ENCLOSURE I i HAND 1. ALL DIMENSIONS ARE TO FACE OF CMU UNLESS NOTED OTHERWISE I i 6" HIGH x 12" WIDE STARTER CURB _W T.O. SLAB R -10 RIGID SEE STRUCUTRAL _ 6 � � FOUNDATION DRAWINGS FOR GENERATOR PAD INSULATION LEGEND A3 SECTION A O DOOR IDENTIFICATION TAG, SEE DOOR SCHEDULE SCALE: 1/4 " =1' -0" - FTO-1-1 ROOM IDENTIFICATION TAG, SEE FINISH SCHEDULE 7417 V�REG�ISTERET D CMU WALL IT 1 RECORD DRAWING These Record Drawings have been prepared based on informalion provided 48" 36" 24" 12" 0 2' N 6' 8' by the contractor and others. Kennedy /Jenus Consultants has not verified the DANIEL J. WRIGHT oci. nim. �iri iiiii_ i ✓icii -a, accuracy or completeness of infonna6on provided to them and does net warrant the accuracy or completeness of these Record Drawings. Users of ISTATE OF WASHINGTON SCALE: 1/4 " =1' -0" these Record Drawings assume all risk of bas resulting from their uee. 98t5- 34-7317 L -V A L -V ACOUSTIC LOUVER SOUTH ELEVATION SCALE: 1/4"=I'-O" i O V 'I NOTES I 1. CMU EXTERIOR FINISH: SPLIT -FACE, EXCEPT FOR TOP COURSE AROUND THE BUILDING, WHICH SHALL BE SMOOTH. 2. CMU INTERIOR FINISH: SMOOTH NORTH ELEVATION SCALE: 1/4 " =1' -0" 3. CMU COLOR: MANUFACTURER'S STANDARD MEDIUM BROWN OR TAN COLOR THAT IS CLOSEST TO COLOR OF STONEGATE COMMUNITY ENTRANCE SIGN. INTERIOR AND EXTERIOR COLOR SHALL a BE THE SAME. ` 4. CMU PATTERN: RUNNING BOND. n VI 5. ROOF COLOR: DARK BRONZE OR BROWN AS SELECTED BY THE OWNER FriILL Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 3 Federal Way, WA 98001 z Roth Hill, LLC Tel 425.869.9448 www.rothhill.com Ph. 253 - 835400 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 Fax 253523435 1ETAL Up 0" )LIVER SCREEN -FACE CES BOTTOM OF CAP CMU SPLIT -FACE (BOTH SIDES) CMU SCREEN WALL T.O. CURB 6" HIGH x 8 "WIDE STARTER CURB UNDER SCREEN WALL LI( EL 0 WEST ELEVATION SCALE: 1/4 " =1' -0" PRE - FINISHED METAL ROOFING MASONRY CONTROL JOINT ua�ytmc�etyw�ztyrm 114 vlk "4 1 EAST ELEVATION SCALE: 1/4'=I'-O" 48" 36" 24" 12" 0 2' 4' 6' 8' SCALE: 114 " =1' -0" .IT -FACE (BOTH SIDES) CMU ;EEN WALL, BEYOND (SHOWN HORIZONTAL LINES) RECORD DRAWING These Record DroWngs have been p WwW based m tnformallon pwided by the contractor end ottme. Kennedy /Jenks Ormbnto has not verKied the actuary or mmpkfenem of hdsmalion presided to them and does not waned the oc amry or campbfenem of these Record Drawings. users of these Record Drawings as rno ad risk of lam mearong fro nn their use. 0845-3L�731?� 7417 REGISTERED ARCHITECT DANIEL J. WRIGHT STATE OF WASHINGTON n V 1 s c r z aa, �5 - 34- 1.3��' 5/8" GYP BOARD 3„ 1/4" WD. SHIM ? PRESSURE TREATED SEALANT B & 2x3 WOOD STUDS 5/8" GYP BOARD BACKER ROD, 16" O.C., CLIP TO " BOTH SIDES CMU ® 8' VERTICAL .. MTL. FLASHING " R -13 BATT INSULATION 1/4" NEOPRENE COMPRESSED INOT GASKET CAVITY " BIRD SCREEN CMU WALL PRESSURE ACOUSTIC LOUVER I I TREATED 2x3 WOOD 6 D.C., CLIP TO 1/4" NEOPRENE CMU ® 8' GASKET 16 GA RAIN VERTICAL HOOD SEALANT B & R BACKES MTL. FLASHING lil " BOTH IDES U GROUT FRAME FULL , HOLLOW METAL 1/4" WD. SHIM HOLLOW FRAME i METAL DOOR CMU WALL DOOR HEAD ACOUSTIC LOUVER SECTION SCALE: 3 " =1' -0" T SCALE: 1- 1/2 " =1' -0" Al 3" PREFINSHED METAL ROOF 1" ROOF RIGID R -30 BATT INSUL INSULATION MOISTURE PRESSURE PLYWOOD ROOF BARRIER TREATED 2x3 SHEATHING 16GA STL. TEE WOOD STUDS ANCHOR, 2' -0" O.C. 16' O.C., CLIP TO CMU ® 8' VERTICAL 6" PROVIDE TIE TO ALUMINUM FLASHING BEARING WALL CMU WALL O R -13 BATT ": INSULATION 5 4 " -0" O.C. MAX O COMPRESSED INOT PREFINISHED 2 CAVITY GUTTER g 5/8" GYP - 5/8" GYP BOARD 2 BOARD -.' N CUT TOP CHORD PRESSURE � 8 TRUSS EXTENSION TREATED 2x3 SEALANT B & AS REQUIRED 4 STUDS BACKER ROD 16 "O.C. GROUT ALUMINUM CLAD 2 0 1/20 x 6" GALV FRAME FULL 2x10 FASCIA ANCHORS ®32" HOLLOW METAL O.C. HOLLOW FRAME RIP 2x8 METAL DOOR SPLIT —FACE CMU R -13 BATT PERFORATED METAL INSULATION SOFFIT PANEL DOORJAMB EAVES SECTION SCALE: 3 " =1' —O" Al SCALE: 1- 1/2 " =1' —O" A7 SPLIT —FACE CMU R -13 BATT INSULATION 5/8" GYP BOARD HM DOOR HM FRAME PRESSURE TREATED 2x3 WEATHERSTRIP WOOD STUDS DOOR BOTTOM 16" O.C., CLIP CONTINUOUS TO CMU ® 8' SEALANT BEAD VERTICAL LL METAL THRESHOLD SET 1/4" IN GROUT I I CONTINUOUS ° d ALUMINUM SEALANT BEAD a INSULATION TRIM . . . Q _ 4 a. ° °.. R -10 RIGID FOUNDATION a 3" INSULATION ° ° STARTER CURB a GRADE AS OCCURS 4 ° 7417 6. 3.. 0 1• REGISTERED ARCHITECT � DOOR SILL %3� TYPICAL CURB �g� " RECORD DRAWING " SCALE: 1 7/2 =1' -0" Three Record W indl haw been edy/Jed timed an idarrris no provided the `°"halo` and ds Kennedy/Jenks Cawroohe has not wrnot Su DANIEL J. WRIGHT SCALE: 3 " =1' -0" A7 SCALE: 1- 1/2 =1' —O" Al 0 3" 6" 9" 1' oc acm of provided b them and pra not d irdwmsm, aarrant STATE OF WASHINGTON z iiv0000i: :viiii i ✓iii a the amwn w wmWdarois d tlnee Rawrd Drm us M or o UYMe, M thnant th thew Record Dmelge mevme all rode d lose rnd8rig irarri tlrsi ms. SCALE: W =1' -0" ROTF'r-I I Kennedy/Jenks /Jenks Consultants Y LL xxx W AS NOTED pgONN 01B ei CITY OF STONEGATE LIFT STATION REPLACEMENT o6 „ -zolo 32001 32nd Avenue South, Suite 100 � R E N TO N Federal Way, WA 98001 wW CONTROL BUILDING oeeew nP Roth Hill, LLC Tel 425.869.9448 www.rothhill.com Ph. 253-835-6400 1 RECORD DRAWING RFB /20/12 JMF w0R � aHE Wnl � DATUM "T""� Planning /Building /Public Works Dept. DETAILS A3 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 Fax 253952.3435 NO. REVISION BY DATE APPR srro a: a eor aec �a w: 19 42 aa, �5 - 34- 1.3��' HVAC /PLUMBING LEGEND 24x12 S 24x12 DUCT — FIRST FIGURE IS SIDE SHOWN 12x12 12x12 - DUCT WITH ACOUSTICAL LINING DIMENSIONS ARE FREE i DIRECTION OF FLOW SUPPLY DUCT — ELBOW UP OR DOWN � )NET AREA ARROW DINRDIRETR IIONR DROP FD), BELT DRIVE STANDARD BRANCH WITH SPUTTER DAMPER NOTES BFP BACKFLOW PREVENTER GPM RETURN DUCT — ELBOW UP OR DOWN BR BOILER 650 0.25 s' BTU BRITISH THERMAL UNIT MANUAL VOLUME DAMPER ( 'i�'I JJJ- -- Lij �/ STANDARD BRANCH WITH SPUTTER DAMPER AND TURNING VANES ---D —i BD BACK DRAFT DAMPER i� FD FIRE DAMPER (PROVIDE ACCESS DOOR FOR INSPECTION AND LINK REPLACEMENT.) T t _ ED' � ED GRILLE AND REGISTER CONNECTION WITH EXTRACTION DAMPER BCD CONTROL DAMPER AD '�� AD[j ' AD DUCT ACCESS DOOR CENTRIFUGAL HS HAND SWITCH CER FC FLEXIBLE DUCT CONNECTION `—�12x1 ,, Ml2x122 SC p 0�— (W SC ID 00 CEILING SUPPLY DIFFUSER INDICATING NECK SIZE, THROW, & AIR QUANTITY ® SUPPLY DUCT IN SECTION z EXHAUST OR RETURN DUCT IN SECTION ��I�12x12p 12x17,2 CER 200 EC R 00 CEILING EXHAUST OR RETURN REGISTER INDICATING NECK SIZE, THROW, & AIR QUANTITY OT THERMOSTAT CHILLED WATER SUPPLY 2 12x120 WSD2p 1217200 WSDp WALL SUPPLY DIFFUSER INDICATING NECK SIZE, THROW, & AIR QUANTITY O TEMPERATURE SENSOR IIOII 1220012 200 WER ��-- --IIIIIIII WEIR WALL EXHAUST OR RETURN REGISTER INDICATING NECK SIZE, THROW, &AIR QUANTITY HS HAND SWITCH CSD CEILING SUPPLY DIFFUSER IN. FLOW METER 5� I 1 COEFFICIENT, VALVE FLOW TURNING DUCT � WATER HEATER —N HB HOSE BIBB OI INTERLOCK LAVATORY GATE VALVE OM MOTOR POUNDS IOI LOSS IN FEET BALL VALVE LEAVING WATER TEMPERATURE HVAC AND PLUMBING ABBREVIATIONS ;I AC AIR CONDITIONING F FAN AH AIR HANDLING UNIT FC FAN COIL TYPE DRIVE FD FLOOR DRAIN BD BELT DRIVE VOLTS /PHASE NOTES BFP BACKFLOW PREVENTER GPM GALLONS PER MINUTE BR BOILER 650 0.25 s' BTU BRITISH THERMAL UNIT H HEATING i BUILDING HC HEATING COIL - CC COOLING COIL HOA HAND /OFF /AUTO CD CONTORL DAMPER HP HORSEPOWER CENT CENTRIFUGAL HS HAND SWITCH CER CEILING EXHAUST RETURN HSPF HEATING SEASONAL PROFICIENCY FACTOR CFM CUBIC FEET PER MINUTE HTG HEATING CH CHILLER HVAC HEATING VENTILATING AIR CONDITIONING '- CHWS CHILLED WATER SUPPLY HWR HEATING WATER RETURN 1 CHWR CHILLED WATER RETURN HWS HEATING WATER SUPPLY CO CLEAN OUT CSD CEILING SUPPLY DIFFUSER IN. INCHES CV COEFFICIENT, VALVE FLOW L LOUVER D DRAIN LAV LAVATORY > DB DRY BULB LBS POUNDS DH LOSS IN FEET LWT LEAVING WATER TEMPERATURE EER ENERGY EFFICIENCY RATIO MBH BTU PER HOUR (THOUSANDS) > EF EXHAUST FAN MFGR. MANUFACTURER ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE ELECTRICAL INSTALLATION BY THE ELECTRICAL CONTRACTOR IS LIMITED TO THE CONDUIT AND WIRE NECESSARY TO PROVIDE POWER TO THE UNITS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY CONDUIT, WIRING, CONTROLS AND APPURTENANCES FOR A COMPLETE AND OPERABLE HVAC SYSTEM. 2. ALL SPACE CONDITIONING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE WASHINGTON STATE ENERGY CODE AND SECTION 10.15800. 3. PROVIDE PLUMBING AND DRAIN PIPING IN ACCORDANCE WITH SECTION 10.15400. PROVIDE SERVICE CONNECTION AND METER IN ACCORDANCE WITH KING COUNTY WATER DISTRICT NO. 90 STANDARD DETAILS. SEE CIVIL DRAWINGS FOR LOCATION. PHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 FAN SCHEDULE TAG NO. LOCATION AREA SERVED TYPE DRIVE RPM CFM ESP (IN. W.C.) HP VOLTS /PHASE NOTES EF -1 CONTROL BUILDING CONTROL SIDEWALL DIRECT 1550 650 0.25 1/8 120/1 1,2,3 2 208/1 BUILDING EXHAUST BUILDING PRESSURE NOTES: 1. PROVIDE BACK DRAFT DAMPER. 2. ALL ONE —PHASE FRACTIONAL HP MOTORS TO BE FURNISHED WITH FACTORY — MOUNTED DISCONNECT SWITCHES. 3. THERMOSTAT — CONTROLLED. ELECTRIC HEATER SCHEDULE SCHEDULE TAG NO. LOCATION AREA SERVED TYPE AIRFLOW (CFM) kW VOLTS/ PHASE NOTES LOCATION SERVED EXHAUST (CFM) (IN) (IN) PHASE CD -1 EH -1 CONTROL BUILDING CONTROL BUILDING UNIT 700 2 208/1 1 NOTES: 1. REMOTE THERMOSTAT CONTROLLED. CONTROL DAMPER SCHEDULE SCHEDULE TAG NO. LOUVER INTAKE/ AIRFLOW WIDTH HEIGHT VOLTS/ TAG NO. LOCATION SERVED EXHAUST (CFM) (IN) (IN) PHASE CD -1 CONTROL BUILDING L -1 INTAKE 650 24 24 120/1 LOUVER SCHEDULE TAG NO. LOCATION AREA SERVED INTAKE/ EXHAUST AIRFLOW (CFM) WIDTH (IN) HEIGHT (IN) TYPE L -1 CONTROL BUILDING CONTROL BUILDING INTAKE 650 24 24 6" ACOUSTIC L -2 CONTROL BUILDING CONTROL BUILDING EXHAUST 650 24 24 6" ACOUSTIC NOTES: 1. SEE SECTION 10.10200 FOR ADDITIONAL REQUIREMENTS. 650 CFM L -2 BACKFLOW PREVENTER SCHEDULE SQ. FT. SQUARE FEET V SIZE PRESSURE VOLUME DAMPER TAG NO. LOCATION TYPE (INCHES) RATING NOTES WC WATER CLOSET WEIR WALL EXHAUST OR RETURN WG WATER GAUGE RPBA CONTROL REDUCED 1 175 1 BUILDING PRESSURE NOTES: 1. SEE SECTION 10.15400 FOR ADDITIONAL REQUIREMENTS. NC NORMALLY CLOSED NO NORMALLY OPEN I SP =60 F OSA OUTSIDE AIR I P PUMP PD PRESSURE DROP i CONTROL BUILDING CONTROL BUILDING PROP PROPELLER I PW POTABLE WATER I RF RETURN FAN RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM REVOLUTIONS PER MINUTE 02173 SP STATIC PRESSURE /SET POINT SQ. FT. SQUARE FEET V VENTILATING VD VOLUME DAMPER VTR VENT —TO —ROOF VVT VARIABLE VOLUME /TEMPERATURE WB WET BULB WC WATER CLOSET WEIR WALL EXHAUST OR RETURN WG WATER GAUGE WH WATER HEATER WSD WALL SUPPLY DIFFUSER Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 - 8358400 Fax 253 - 952 -3435 HVAC SCHEMATIC 650 CFM HOT BOX W, 1" PW RPBA PLUMBING SCHEMATIC RECORD DRAWING ihma Record Drawings haw from paW brad m mfmmo5on provided by the cmtrockr aM off m Kennedy /Jenks W WEmh ham not wrife0 the ocmwM a cmVWWt of i fomMm provided to them and dm not •arrant the aaamay ar a Oetemm of them Reomd Dmwk* . Ue of thma Racard Drawings mama all rIBk of Im romMM flan their me. av� ` 5 -3 �3 � 1 A L -2 L -1 A M2 TS HVAC PLAN 24" 18" 12" 6" 0 1' 2' 3' 4' nor , � zioviaaz iiiioiraa SCALE: 1/2"=l'—O" SCALE: 1/2 " =1' -0" PLUMBING PLAN SCALE: 1/2 " =1' -0" FIHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 HEATED ENCLOSURE IcOa� RPBA 24" 18" 12" 6" 0 1' 2' T 4' iii ¢,� zi0000io RTU O CONTROL PANEL EF -1 EH -1 O O O HS MCC D_7 T SCALE: 1/2 " =1' -0" L -1 A M2 TS HVAC PLAN 24" 18" 12" 6" 0 1' 2' 3' 4' nor , � zioviaaz iiiioiraa SCALE: 1/2"=l'—O" SCALE: 1/2 " =1' -0" PLUMBING PLAN SCALE: 1/2 " =1' -0" FIHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 HEATED ENCLOSURE IcOa� RPBA 24" 18" 12" 6" 0 1' 2' T 4' iii ¢,� zi0000io uiioiieic SCALE: 1/2 " =1' -0" Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 99001 Ph. 253 - 835 -6400 Fax 253 -952 -3435 SECTION A SCALE: 1/2 " =1' -0" M2 1/2 "0 EXPANSION BOLT 1" (TYP) - LOUVER 4" FROM LOUVER OPENING (TYP. ALL AROUND) --WALL EXHAUST FAN 3/8" PLATE ° CUT TO SUIT ° ° BOLT FAN MOUNTING MOTOR GUARD - FLANGE TO PLATE PER MANUFACTURER'S ° REQUIREMENT FAN AND LOUVER BACKDRAFT DAMPER SIDEWALL EXHAUST FAN MOUNTING DETAIL SCALE: NONE NOTES: 1. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE NECESSARY TO POWER THE HVAC EQUIPMENT. THE HVAC CONTRACTOR SHALL DESIGN AND SUPPLY ANY ADDITIONAL CONTROL ELEMENTS (THERMOSTATS, RELAYS, TRANSFORMERS, CONDUIT, WIRE, ETC.) TO ENABLE THE HVAC SYSTEM TO OPERATE AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. 2. PROVIDE PLUMBING AND DRAIN PIPING IN ACCORDANCE WITH SECTION 10.15400. INSULATE AND HEAT TRACE ALL EXTERIOR EXPOSED PLUMBING PIPING IN ACCORDANCE WITH SECTION 10.15400. INSTALL IN ACCORDANCE WITH KING COUNTY WATER DISTRICT NO. 90 STANDARD DETAIL X32. RECORD DRAWING These Record Drawings have been Kepared based on ido m dw provided by the contactor and otlws. KmnWy /Jmela Comttmih has not arlliad the ocartacy or amplslaroes of hifmnmUon provided to then and dome not warrant the omm y or canpletemees of Novae Retard Dmwkq& Use re of these Record DrawbW ameome all risk of low rNfing Nom their ores. i 1 L 3 T N GENERALSTRUCTURALNOTES GENERAL 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE (2007 WASHINGTON ADMINISTRATIVE CODE), AND THE REFERENCED BUILDING CODE STANDARDS. 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT, UNLESS NOTED OTHERWISE. 3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S DRAWINGS. 4. DIMENSIONS NOTED WITH AN ASTERISK, " * ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER. PERMITS AND INSPECTIONS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. 2. THE CONTRACTOR SHALL SELECT, INSTALL AND MAINTAIN SHORING, SHEETING, BRACING AND SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS. ALL EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL ORDINANCES, WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES TITLE 296, WASHINGTON ADMINISTRATIVE CODE REQUIREMENTS, AND APPLICABLE OSHA REQUIREMENTS. SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 -HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES AND PROVIDE SOIL COMPACTION TESTS. 3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S) OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH IBC 2006, SECTION 1709. STRUCTURAL OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE. 4. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2006, SECTION 1704, SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. SOIL AND FOUNDATIONS 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE MADE FOR THE CITY OF RENTON BY HWA GEOSCIENCES INC. IN A REPORT DATED 11/07/08. 2. IN ACCORDANCE WITH THE IBC CHAPTER 18 THE SOILS IN RENTON ARE REINFORCING STEEL WOOD FRAMING: STRENGTH 1. REINFORCING BARS SHALL BE ASTM A615 -GRADE 60. 1. FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND BE GRADE 2. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR MARKED PER W.C.L.I.B. SPECIFICATIONS: SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST A) STUDS: ACI 315 DETAILING MANUAL. WOOD 2" TO 4" THICK, 2" TO 4" WIDE, INTERIOR, NON- BEARING 3. REINFORCING SHALL LAP A MINIMUM OF OF 1.3 Ld AT SPLICES UNLESS BEARING CAPACITY OF SOILS ARE FOR DEAD PARTITIONS, STUD GRADE. OTHERWISE SHOWN. WHERE Ld IS THE TENSION DEVELOPMENT LENGTH. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION 2" TO 4" THICK, 2" AND WIDER, EXTERIOR, BEARING WALLS, NO. 1 WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER, SPLICE LENGTH AND BETTER GRADE. FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME B) JOISTS AND RAFTERS: SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS BEARING ON 4. SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE. BAR ANCHOR BOLT 2" TO 4" THICK, 2" TO 4" WIDE, SELECT STRUCTURAL GRADE. SPLICES SHALL BE STAGGERED. WOOD. 2" TO 4" THICK, 5" AND WIDER, NO. 1 AND BETTER GRADE. 4. HOOK REINFORCING BARS INTERUPTED BY OPENINGS. C) BEAMS AND HEADERS: 5. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED, UNLESS 2. 2" TO 4" THICK, 5" AND WIDER, NO. 1 AND BETTER GRADE. APPROVAL IN WRITING IS OBTAINED FROM THE ENGINEER PRIOR TO INDICATED ON THE DRAWINGS AND SPECIFICATIONS 5" THICK AND GREATER, ALL WIDTHS, NO. 1 AND BETTER GRADE. CONSTRUCTION. D) POSTS AND COLUMNS: 6. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES, UNLESS NOTED LONG LEG VERTICAL 2" TO 4" THICK, 2" TO 4" WIDE, NO. 1 AND BETTER GRADE. OTHERWISE BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY 5" THICK AND GREATER, ALL WIDTHS, SELECT STRUCTURAL GRADE. CONCRETE SURFACE. UNLESS NOTED OR SHOWN OTHERWISE BAR COVER E) TOP PLATES: FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ADJ AND SHALL BE FAVORABLY REVIEWED BY THE ENGINEER. REFER TO 4. PLATES USED IN ROOF FRAMING SHALL BE ASTM A36 OR ASTM A572 2" THICK X 4" WIDE, INTERIOR, NON- BEARING PARTITIONS, STUD FOOTINGS AND BASE SLABS: COMPETENT MATERIAL OR GRADE. FORMED SURFACES AND BOTTOMS ON CONCRETE STEEL CONSTRUCTION 2" THICK X 4" WIDE, EXTERIOR, BEARING WALLS, NO. 1 AND BETTER WORK MAT 2 -INCH COMPACTED STRUCTURAL FILL. GRADE. BOTTOMS AND SIDES IN CONTACT WITH EARTH 3 -INCH F) BLOCKING: BEAMS AND COLUMNS: LOADING 2" TO 4" THICK, 2" AND WIDER, STUD GRADE. DRY CONDITIONS: G) SILL PLATES: STIRRUPS, SPIRALS, AND TIES 1 1/2 -INCH THE MANUFACTURER'S RECOMMENDATIONS. 2" THICK X 4" WIDE, INTERIOR, NON- BEARING PARTITIONS, PRINCIPAL REINFORCEMENT 2 -INCH MACHINE BOLT PRESSURE TREATED STUD GRADE. EXPOSED TO EARTH, WATER, OR WEATHER: 6. 2" TO 4" THICK, 4" AND WIDER, EXTERIOR, PRESSURE TREATED NO. STIRRUPS, SPIRALS, AND TIES 2 -INCH MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2006 INTERNATIONAL 1 AND BETTER GRADE. PRINCIPAL REINFORCEMENT 2 1/2 -INCH 2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO WALLS: COMMERCIAL STANDARDS PSI -74 AND GRADE STAMPED N.F.P.A. ALL LESS THAN 12- INCHES THICK 1 1/2 -INCH ROOFS AND WALLS SHALL BE SHEATHED AND ALL UNSUPPORTED EDGES 12 INCHES OR OVER IN THICKNESS 2 1/2 -INCH SHALL BE BLOCKED ACCORDING TO THE TYPICAL NAILING SCHEDULE: CONCRETE: A) ROOF SHEATHING: MIN MINIMUM EAVES - 4'x8'x3/4" SHEETS, APPEARANCE GRADE A -C EXT (A 1. CEMENT SHALL BE ASTM C150 TYPE II FOR ALL STRUCTURES. CONCRETE MISC SIDE DOWN). SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS NOTED IN THE AMERICAN SOCIETY FOR OTHER - 4'x8'x3/4" SHEETS, APPEARANCE GRADE C -D EXT. TABLE BELOW AND AS FURTHER DEFINED IN THE SPECIFICATIONS: 3. ALL LUMBER HARDWARE (HANGERS, FRAMING ANCHORS, STRAPS, ETC) CONCRETE STRENGTH (PSI) TYPE STRENGTH LOCATION C 4,000 BUILDING BASIC CONC - CONTROL BUILDING E 2,500 MISCELLANEOUS STRUCTURES AND SITEWORK AS SHOWN ARE STRONG -TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OF SAN LEANDRO, CALIFORNIA. APPROVED EQUAL HARDWARE MAY BE SUBSTITUTED IF FAVORABLY REVIEWED BY THE ENGINEER. 4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR DRILLED UNLESS SPECIFICALLY SHOWN OR APPROVED BY THE ENGINEER. 5. MAXIMUM MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19% FOR ALL FRAMING LUMBER. ROTI- 'MILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SPECIAL INSPECTION AND TESTING SCHEDULE I. GUNGKIL IL [X] CONTINUOUS PLACEMENT INSPECTION [X] EXCEPTIONS: 2,500 PSI OR TYPE E CONCRETE [X] 4 CYLINDERS PER 100 CUBIC YARDS* TEST: 2 ® 7 DAYS, 2 @ 28 DAYS. *EACH MIX PLACED, EACH DAY PLACED 2. BOLTS INSTALLED IN CONCRETE [X] ALL BOLTS [I LOCATION: _ 3. SPECIAL MOMENT - RESISTING CONCRETE FRAME NOT USED 4. REINFORCING STEEL AND PRESTRESSING TENDONS [X] PLACEMENT INSPECTION STRESSING AND GROUTING OF TENDONS 5. STRUCTURAL WELDING PERIODIC VISUAL INSPECTION: [X] SINGLE PASS FILLET WELDS < 5/16" [ ] STEEL DECK [ ] WELDED STUDS [ ] COLD FORMED STUDS AND JOINTS [X] STAIR AND RAILING SYSTEMS CONTINUOUS VISUAL INSPECTION [] ALL OTHER WELDING [X] REINFORCING STEEL [] OTHER SPECIAL MOMENT - RESISTING FRAMES: NOT USED SPLICES > 3/4" [] UT COLUMN FLANGES AT BEAM FLANGES WELDS [I NDT RATE REDUCTION PER IBC 1703.1 APPLIES OTHER 6. HIGH STRENGTH BOLTING SNUG TIGHT: [ ] ALL [X] AS INDICATED FULL PRETENSION: [ ] ALL [X] AS INDICATED 7. STRUCTURAL MASONRY f'm =1,500 psi FULL STRESSES VERIFCAT10N OF f'm: [ ] PRISM TEST RECORD [X] UNIT STRENGTH [X] LEVEL II [ ] LEVEL I TEST BEFORE DURING PRISMS [ ] [X] 3/5,000 sf UNITS [X] [ ] GROUT 1XI [XI 3/WEEK MORTAR I [X] 3 /WEEK 8. SPECIAL CASES [X] SHEAR WALL /DIAPHRAGM NAILING [X] ANCHORAGE TO EXISTING CONCRETE /MASONRY (SPEC 05100): [X] INSTALLATION INSPECTION [X] PROOF LOAD TEST TO TWICE ALLOWABLE TENSION VALUE: (SUBMIT TEST LOADS TO ENGINEER PRIOR TO TEST) - 10% OF ANCHORS FOR DOWELS - 10% OF ANCHORS FOR SILL PLATE BOLTS - 50% OF ANCHORS FOR EQUIP ANCHORAGE - 100% OF ANCHORS FOR HOLD -DOWN BOLTS - 100% FOR ALL OTHER ANCHORS [X] EXCAVATION SUPPORT /SHORING AS REQUIRED BY CONTRACTOR'S ENGINEER, TO BE PROVIDED BY CONTRACTOR [ ] UNDERPINNING NOTE: POST- INSTALLED FASTENERS ARE ONLY TO BE INSTALLED WHERE SPECIFCIALLY INDICATED AND SHALL RECEIVE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 10.05100. Tlave Record Drawings Have bw prepared bond w II onmrtion KwAded by the conbador and oeiere. Kern dy /JaYO ConevBmb here sot verified the awurury or c Oefenm of infamm8m, provided to them and does not emmit the ocauary or oompbtereve of IAm Record Drmingm, Usars of then Record DmwhVs see ens at risk of love reeu" Lerri 9sdr m. Kennedy /Jenks Consultants vmrcu_ euw ,sm 1/2'= l • -0" xoimoraw wn ,sw /,ee, 32001 32nd Avenue South, Suite 100 Er Federal Way, WA 98001 ET Ph. 253.835 -6400 t RECORD DRAWING RFB 7/20/1 JMF mmnao: I DATUM Fax 253 - 952-3435 DUB it wr"�o,axm NO. REVISION BY DATE APPR s CITY OF RENTON Planning /Building /Public Works Dept. STRUCTURAL ABBREVIATIONS & GENERALLY CLASSIFIED DENSE, SILTY SAND. JT 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 (LATEST EDITION) AT 3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 2,000 PSF FOR FOOTINGS. NUMBER INCLUDING BAR BENDS AND HOOKS, UNLESS DETAILED OTHERWISE. WOOD FASTENERS, DIAMETER BEARING CAPACITY OF SOILS ARE FOR DEAD AND LIVE LOADS FOR 3. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION FOUNDATIONS. L,L ANGLE OF CONSTRUCTION JOINTS, WATERSTOPS AND OTHER TYPES OF JOINTS 1. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS BEARING ON 4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE ANCHOR BOLT OTHER THAN SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE POUND(S) PER SQUARE WOOD. AGGREGATE BASE DRAWINGS FOR FOUNDATIONS. THE SUBGRADE SHALL BE PREPARED AS REVIEW BY THE ENGINEER BEFORE START OF WORK ON FORMS, 2. ALL NAILING SHALL BE STAGGERED TO AVOID SPLITTING OF MEMBERS. ACI INDICATED ON THE DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE LONG LEG HORIZONTAL REINFORCING STEEL OR PLACING CONCRETE. ANY ADDITIONAL VERTICAL OR 3. BOLTS USED IN FRAMING SHALL BE ASTM A307 WITH STANDARD HEX LONG LEG VERTICAL GEOTECHNICAL ENGINEER. EXCAVATED MATERIAL SHALL BE REPLACED WITH ADDITIONAL HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY LONG LEG HEAD DIMENSIONS CONFORMING TO ANSI /ASME 318.2.1. STRUCTURAL FILL AS SHOWN ON THE DRAWINGS. FOUNDATIONS SHALL BE ADJ AND SHALL BE FAVORABLY REVIEWED BY THE ENGINEER. REFER TO 4. PLATES USED IN ROOF FRAMING SHALL BE ASTM A36 OR ASTM A572 AISC CONSTRUCTED AGAINST UNDISTURBED NATIVE COMPETENT MATERIAL OR LIGHT SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. STEEL CONSTRUCTION GRADE 50. LIGHT WEIGHT COMPACTED STRUCTURAL FILL. AMERICAN IRON AND CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4 -INCH AMPLITUDE. 5. PROVIDE AND INSTALL ALL BOLTS AND NAILS TO ALL CONNECTORS PER LOADING CRITERIA AITC 4. OPENINGS, PIPE SLEEVES, CONDUITS, INSERTS AND OTHER EMBEDDED MAXIMUM THE MANUFACTURER'S RECOMMENDATIONS. TIMBER CONSTRUCTION MB MACHINE BOLT ALUM ITEMS SHALL BE IN PLACE BEFORE CONCRETE IS PLACED. IT IS THE 6. ALL NAILING SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE 2006 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2006 INTERNATIONAL MC CONTRACTOR'S RESPONSIBILITY TO COORDINATE ARCHITECTURAL, CIVIL, APA INTERNATIONAL BUILDING CODE. USE COMMON TYPE NAILS UNLESS MECH BUILDING CODE INCLUDING LATEST REVISION. ASSOCIATION MECHANICAL, ELECTRICAL, LANDSCAPING, HVAC, PLUMBING, MANUFACTURER OTHERWISE SPECIFIED. ALL FASTNERS IN CONTACT WITH PRESSURE APPROXIMATE MIN MINIMUM ARCH INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND MISC TREATED WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS (MEETING ASTM AMERICAN SOCIETY FOR MTL METAL EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON TESTING AND MATERIALS ASTM A153) AND CONNECTORS (ASTM A653 CLASS G185 SHEET), OR 2. DEAD LOAD: AS CALCULATED (N) STRUCTURAL DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH BETTER. 3. LIVE LOADS: STRUCTURAL MEMBERS (UNLESS SHOWN ON STRUCTURAL DRAWINGS). TEST(ING) B/ BOTTOM OF CATWALKS FOR MAINTENANCE ACCESS 40 PSF UNIFORM, 300 LBS POINT BLKG COORDINATE WITH EQUIPMENT MANUFACTURERS DRAWINGS FOR ANCHORING NO. NUMBER BLDG ELEVATED SLABS & WALKWAYS 100 PSF UNIFORM NOMINAL DEVICES. BEAM NS NEAR SIDE FIXED LADDERS 300 LBS POINT 5. UNLESS OTHERWISE NOTED, ALL EXPOSED EDGES AND CORNERS SHALL BE BN BOUNDARY NAILING NTS HANDRAILS, GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL, 200 LBS POINT BOTTOM CHAMFERED 3/4 -INCH. INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS DEFERRED SUBMITTALS: BASE PLATE FLOOR - HEAVY MANUFACTURING /STORAGE 250 PSF UNIFORM, 3,000 LBS POINT BS SHALL HAVE TOOLED 3/8 -INCH RADIUS CONSTRUCTION JOINT. 1. TRUSSES BTWN FLOOR - GARAGE (TRUCKS) AASHTO HS20 -44 6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO. 5 BARS OVERHEAD ROOF (REDUCTION FOR UNIFORM LOAD) 20 PSF UNIFORM, 2,000 LBS POINT OPNG(S) AT 12- INCHES EACH WAY. C CHANNEL OPP CEILING - WITH STORAGE AREA 20 PSF UNIFORM 7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS CC,C /C CENTER -TO- CENTER GRATING, CHECKERED PLATE, POWDER ACTUATED AND FOOTINGS. FASTENER CJ ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD PLATE CJP COMPLETE JOINT PENETRATION PLF POUND PER LINEAL FOOT SIDEWALKS & VEHICULAR DRIVEWAYS 250 PSF UNIFORM, 8,000 LBS POINT PP PARTIAL PENETRATION CLR CLEAR PSF POUND PER SQUARE FOOT AASHTO CONTROL JOINT PSI POUND PER SQUARE INCH COL COLUMN UNRESTRICTED VEHICULAR ACCESS HS20 -44 CONC CONCRETE PT PRESSURE TREATED CONST CONCRETE VAULTS AND COVERS AASHTO HS20 -44 CONT CONTINUOUS R, RAD 4. WIND LOAD: RECT RECTANGLE, RECTANGULAR DBL DOUBLE REINF IMPORTANCE FACTOR, Iw 1.15 DIAMETER REQ'D REQUIRED DIM DIMENSION BASIC WIND SPEED 85 MPH DL DEAD LOAD SCH SCHEDULE ON EXPOSURE C SQUARE FOOT DWG(S) DRAWINGS SHT 5. SNOW LOAD: SIM SIMILAR (E) EXISTING SLBB IMPORTANCE FACTOR,1 1.2 BACK -TO -BACK EA EACH BASIC GROUND SNOW LOAD, Pg 20 PSF EF EACH FACE SLV SHORT LEG VERTICAL EL SNOW EXPOSURE COEFFICIENT, Ce 0.9 SHEET METAL SCREW EMBED EMBEDMENT SPEC(S) SPECIFICATION(S) THERMAL FACTOR, Ct 1.2 SQ SQUARE EQ EQUAL 6. SEISMIC LOAD: EQUIP EQUIPMENT SSD SATURATED SURFACE DRY ES EACH SIDE OCCUPANCY CATEGORY III EW EACH WAY STD STANDARD EXP SEISMIC IMPORTANCE FACTOR, 1 1.25 STIFFENER EXT EXTERIOR STL STEEL SEISMIC IMPORTANCE FACTOR, Ip 1.0 STRUC STRUCTURE (A) FUTURE SUSP SOIL PROFILE TYPE SD FLOOR DRAIN SYM SYMMETRICAL FF FINISH FLOOR SEISMIC DESIGN RESPONSE PARAMATER SDs 0.933 FIN FINISH T/ TOP OF FLR SEISMIC DESIGN RESPONSE PARAMATER Sot 0.48 TOP AND BOTTOM FN FIELD NAILING TS STRUCTURAL TUBING SEISMIC DESIGN CATEGORY D TYP TYPICAL FRP FIBERGLASS REINFORCED SITE COEFFICIENT Fo 1.0 PLASTIC UBC UNIFORM BUILDING CODE FT FOOT /FEET SITE COEFFICIENT Fv 1.5 FTG FOOTING UT ULTRASONIC TESTING GA OVERSTRENGTH AND DUCTILITY VERT VERTICAL GALV GALVANIZED VIF VERIFY IN FIELD COEFFICIENT, R 5 RECORD DRAWING ROTI- 'MILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 SPECIAL INSPECTION AND TESTING SCHEDULE I. GUNGKIL IL [X] CONTINUOUS PLACEMENT INSPECTION [X] EXCEPTIONS: 2,500 PSI OR TYPE E CONCRETE [X] 4 CYLINDERS PER 100 CUBIC YARDS* TEST: 2 ® 7 DAYS, 2 @ 28 DAYS. *EACH MIX PLACED, EACH DAY PLACED 2. BOLTS INSTALLED IN CONCRETE [X] ALL BOLTS [I LOCATION: _ 3. SPECIAL MOMENT - RESISTING CONCRETE FRAME NOT USED 4. REINFORCING STEEL AND PRESTRESSING TENDONS [X] PLACEMENT INSPECTION STRESSING AND GROUTING OF TENDONS 5. STRUCTURAL WELDING PERIODIC VISUAL INSPECTION: [X] SINGLE PASS FILLET WELDS < 5/16" [ ] STEEL DECK [ ] WELDED STUDS [ ] COLD FORMED STUDS AND JOINTS [X] STAIR AND RAILING SYSTEMS CONTINUOUS VISUAL INSPECTION [] ALL OTHER WELDING [X] REINFORCING STEEL [] OTHER SPECIAL MOMENT - RESISTING FRAMES: NOT USED SPLICES > 3/4" [] UT COLUMN FLANGES AT BEAM FLANGES WELDS [I NDT RATE REDUCTION PER IBC 1703.1 APPLIES OTHER 6. HIGH STRENGTH BOLTING SNUG TIGHT: [ ] ALL [X] AS INDICATED FULL PRETENSION: [ ] ALL [X] AS INDICATED 7. STRUCTURAL MASONRY f'm =1,500 psi FULL STRESSES VERIFCAT10N OF f'm: [ ] PRISM TEST RECORD [X] UNIT STRENGTH [X] LEVEL II [ ] LEVEL I TEST BEFORE DURING PRISMS [ ] [X] 3/5,000 sf UNITS [X] [ ] GROUT 1XI [XI 3/WEEK MORTAR I [X] 3 /WEEK 8. SPECIAL CASES [X] SHEAR WALL /DIAPHRAGM NAILING [X] ANCHORAGE TO EXISTING CONCRETE /MASONRY (SPEC 05100): [X] INSTALLATION INSPECTION [X] PROOF LOAD TEST TO TWICE ALLOWABLE TENSION VALUE: (SUBMIT TEST LOADS TO ENGINEER PRIOR TO TEST) - 10% OF ANCHORS FOR DOWELS - 10% OF ANCHORS FOR SILL PLATE BOLTS - 50% OF ANCHORS FOR EQUIP ANCHORAGE - 100% OF ANCHORS FOR HOLD -DOWN BOLTS - 100% FOR ALL OTHER ANCHORS [X] EXCAVATION SUPPORT /SHORING AS REQUIRED BY CONTRACTOR'S ENGINEER, TO BE PROVIDED BY CONTRACTOR [ ] UNDERPINNING NOTE: POST- INSTALLED FASTENERS ARE ONLY TO BE INSTALLED WHERE SPECIFCIALLY INDICATED AND SHALL RECEIVE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 10.05100. Tlave Record Drawings Have bw prepared bond w II onmrtion KwAded by the conbador and oeiere. Kern dy /JaYO ConevBmb here sot verified the awurury or c Oefenm of infamm8m, provided to them and does not emmit the ocauary or oompbtereve of IAm Record Drmingm, Usars of then Record DmwhVs see ens at risk of love reeu" Lerri 9sdr m. Kennedy /Jenks Consultants vmrcu_ euw ,sm 1/2'= l • -0" xoimoraw wn ,sw /,ee, 32001 32nd Avenue South, Suite 100 Er Federal Way, WA 98001 ET Ph. 253.835 -6400 t RECORD DRAWING RFB 7/20/1 JMF mmnao: I DATUM Fax 253 - 952-3435 DUB it wr"�o,axm NO. REVISION BY DATE APPR s CITY OF RENTON Planning /Building /Public Works Dept. STRUCTURAL ABBREVIATIONS & AND JT JOINT ® AT # NUMBER KIP 1,000 POUNDS 0 DIAMETER KSI KIPS PER SQUARE INCH AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY L,L ANGLE TRANSPORTATION OFFICIALS LB(S) POUNDS AB ANCHOR BOLT LB /SF POUND(S) PER SQUARE AGGREGATE BASE FOOT LL LIVE LOAD ACI AMERICAN CONCRETE LLH LONG LEG HORIZONTAL INSTITUTE LLV LONG LEG VERTICAL ADDIT ADDITIONAL LLBB LONG LEG BACK -TO -BACK ADJ ADJACENT LONGIT LONGITUDINAL AISC AMERICAN INSTITUTE OF LT LIGHT STEEL CONSTRUCTION LW LIGHT WEIGHT AISI AMERICAN IRON AND STEEL INSTITUTE MATL MATERIAL AITC AMERICAN INSTITUTE OF MAX MAXIMUM TIMBER CONSTRUCTION MB MACHINE BOLT ALUM ALUMINUM MC MOISTURE CONTENT ALT ALTERNATE MC MISCELLANEOUS CHANNEL APA AMERICAN PLYWOOD MECH MECHANICAL ASSOCIATION MFR MANUFACTURER APROX APPROXIMATE MIN MINIMUM ARCH ARCHITECTURAL MISC MISCELLANEOUS ASTM AMERICAN SOCIETY FOR MTL METAL TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY (N) NEW NDT NON- DESTRUCTIVE TEST(ING) B/ BOTTOM OF NIC NOT IN CONTACT BLKG BLOCKING NO. NUMBER BLDG BUILDING NOM NOMINAL BM BEAM NS NEAR SIDE BM -1 BEAM MEMBER 1 NSG NON- SHRINK GROUT BN BOUNDARY NAILING NTS NOT TO SCALE BOT BOTTOM BP BASE PLATE OC ON CENTERS BS BOTH SIDES OD OUTSIDE DIAMETER BTWN BETWEEN OH OPPOSITE HAND, OVERHEAD OPNG(S) OPENING(S) C CHANNEL OPP OPPOSITE CALC'S CALCULATIONS CC,C /C CENTER -TO- CENTER PAF POWDER ACTUATED FASTENER CJ CONSTRUCTION JOINT PL PLATE CJP COMPLETE JOINT PENETRATION PLF POUND PER LINEAL FOOT CL CENTERLINE PP PARTIAL PENETRATION CLR CLEAR PSF POUND PER SQUARE FOOT CNJ CONTROL JOINT PSI POUND PER SQUARE INCH COL COLUMN PT(S) POINT(S) CONC CONCRETE PT PRESSURE TREATED CONST CONSTRUCTION CONT CONTINUOUS R, RAD RADIUS RECT RECTANGLE, RECTANGULAR DBL DOUBLE REINF REINFORCING, -MENT DIA DIAMETER REQ'D REQUIRED DIM DIMENSION DL DEAD LOAD SCH SCHEDULE ON DOWN SF SQUARE FOOT DWG(S) DRAWINGS SHT SHEET SIM SIMILAR (E) EXISTING SLBB SHORT LEGS BACK -TO -BACK EA EACH SLH SHORT LEG HORIZONTAL EF EACH FACE SLV SHORT LEG VERTICAL EL ELEVATION SMS SHEET METAL SCREW EMBED EMBEDMENT SPEC(S) SPECIFICATION(S) EN EDGE NAILING SQ SQUARE EQ EQUAL SS STAINLESS STEEL EQUIP EQUIPMENT SSD SATURATED SURFACE DRY ES EACH SIDE STAG STAGGER EW EACH WAY STD STANDARD EXP EXPANSION STIFF STIFFENER EXT EXTERIOR STL STEEL STRUC STRUCTURE (A) FUTURE SUSP SUSPENDED FD FLOOR DRAIN SYM SYMMETRICAL FF FINISH FLOOR FIN FINISH T/ TOP OF FLR FLOOR T &B TOP AND BOTTOM FN FIELD NAILING TS STRUCTURAL TUBING FNDN FOUNDATION TYP TYPICAL FRP FIBERGLASS REINFORCED PLASTIC UBC UNIFORM BUILDING CODE FT FOOT /FEET LION UNLESS OTHERWISE NOTED FTG FOOTING UT ULTRASONIC TESTING GA GAGE /GAUGE VERT VERTICAL GALV GALVANIZED VIF VERIFY IN FIELD GLB GLULAM BEAM W/ WITH HORIZ HORIZONTAL W/O WITHOUT HSS HOLLOW STRUCTURAL SECTION W WIDE FLANGE HT HEIGHT WP WORK POINT HWL HIGH WATER LEVEL WT WEIGHT, STRUCTURAL TEE WALL THICKNESS IBC INTERNATIONAL BUILDING CODE WWF WELDED WIRE FABRIC ICC INTERNATIONAL CODE COUNCIL IN INCH YD YARD INT INTERIOR STONEGATE LIFT STATION REPLACEMENT GENERAL STRUCTURAL NOTES a6 " 15 - 34--) 3 C�yk`L_)- 06 -11 -2010 ere¢ S1 22 o' 42 SPUCE LENGTH FOR REINFORCING BARS IN WALLS & SLABS (INCHES) 1'2.3,5 BAR SIZE CONC COVER =1.00 IN. CONC COVER =1.50 IN. CONIC COVER =2.00 IN. SOFT INCH TOP OTHER TOP OTHER TOP OTHER METRIC POUND #10 #3 17 16 17 16 17 16 #13 #4 23 17 23 17 23 17 #16 #5 33 26 28 22 28 22 #19 #6 46 35 34 26 34 26 #22 #7 74 57 55 43 49 38 #25 1 #8 1 93 1 72 1 70 1 54 56 43 #29 #9 113 87 86 66 69 53 #32 #10 137 106 105 81 85 66 #36 #11 162 125 125 97 102 79 NOTES: 1. LAP SPLICE LENGTHS ARE DEPENDENT ON THE FOLLOWING CRITERIA AND ARE IN CONFORMANCE WITH ACI 318 -05. NOTIFY THE DESIGN ENGINEER IF THERE ARE ANY DIFFERENCES THAN THE FOLLOWING CRITERIA FOR APPLICABLE CHANGES IN LAP SPLICE LENGTH. 2. LAP SPLICE LENGTHS ARE IN INCHES FOR GRADE 60 REINFORCING IN NORMAL - WEIGHT CONCRETE WITH f'c GREATER THAN OR EQUAL TO 3,000 PSI. 3. CENTER -TO- CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUS ONE BAR DIAMETER. 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 IN. OF CONCRETE CAST BELOW BARS. 5. FOR EPDXY - COATED REINFORCING OR LIGHTWEIGHT AGGREGATE CONCRETE CONSULT THE DESIGN ENGINEER FOR LAP SPLICE LENGTHS. TOP LAYER 3/4" BELOW TOP OF SLAB INTERIOR CORNERS SAND BLAST AND CLEAN SEE SPECIFICATION - OTHERWISE PROVIDE KEY WHEN CJ IS LOCATED WITHIN 113 SPAN FROM FACE OF SUPPORT 4'-0" 5 -#4 F_ WALL -WALL 0 4" CC, TOP JOINT SEALANT A" ADD #4x4' -0" STANDARD 12" (T &B WHEN NO KEY SEE VIV�SIDE OTHER HORIZONTAL / OF SL B DETAIL 7 REINF IS INDICATED) BACKER ROD- _. - S2 XTRA #4 X PRE- FORMED JOINT ONT AT EACH FILLER CJ EDGE OF SLAB WALL -SLAB SLAB -SLAB NOTES: EXTERIOR CORNERS 1. REINFORCING STEEL IS CONTINUOUS THROUGH CONSTRUCTION JOINTS. 2. SEE SPECIFICATION FOR CONCRETE SURFACE PREPARATION. ADJ WALL CONC 7Z OR SLAB SLAB ON GRADE D o D a u a a u a u a u u u u a Q a TYPICAL ADDITIONAL I CONSTRUCTION JOINT CONCRETE REINFORCEMENT SPLICE TABLE 1 REINFORCING FOR SLAB CORNERS WITHOUT WATERSTOP EXPANSION JOINT SCALE: NTS SCALE: NTS \ J SCALE: NTS M—SCALE: NTS IN— #3012- EW, H LESS THAN 8" #4012" EW, H BETWEEN 8" & 16" #5®12" EW, H MORE THAN 16" #3 ®12" EW, H LESS THAN 8" I�72' 3/4" CHAMFER VERTICAL EDGES #4 ®12" EW, H BETWEEN 8" & 1 /(TYP) - - - - - - — \' 112 "1 #5 ®12" EW, H MORE THAN 16" ROUGH CJ v _ _ °�-!° ROUGH CJ (N) CONC SLAB (E) CONC ° d (TYP.) SLAB a #4 n AT 12 ", H MORE THAN #5 DOWEL IN ADHESIVE #4 012" H LESS THAN 16" CAPSULE ® 12" CC STANDARD HO #5012" H 16" OR MORE ON EXISTING CONCRETE SLAB ON NEW CONCRETE SLAB Nom( I� 0 1. PLACE ALL EQUIPMENT ON CONCRETE BASES. co 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY A GROUT LAYER. 3. FOR INSTALLATION AT EXISTING SLABS, THE CONTRACTOR ^I SHALL LOCATE AND AVOID DRILLING THIRD EXISTING REINFORCING STEEL. TYPICAL EQUIPMENT PAD SCALE: NTS W s a z 0 0 N Z O N K W V W 3 c ILL z Roth Hill, LLC Te1425.869.9448 www.rothhill.com 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 a Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253- 835-8400 Fax 253- 952 -3435 SAWED JOINT (1/8 "- 1/16 ") W/ CAULK IF SPECIFICALLY NOTED ON DRAWINGS a L d r p NO WATERSTOP OR DOWELS AT JOINT NOTES: 1. IF SINGLE LAYER REINFORCEMENT, EVERY OTHER BAR IS DISCONTINUOUS AT JOINT. 2. IF 2 LAYER REINFORCEMENT, TOP LAYER IS COMPLETELY DISCONTINUOUS AT JOINT. 3. JOINT FORMED WITH TOOL OR INSERT STRIP MAY BE SUBSTITUTED FOR SAWED TYPE ONLY WITH PRIOR ACCEPTANCE BY THE ENGINEER. 4. SAWED JOINT MUST BE CONSTRUCTED WITHIN 12 HOURS OF CONCRETE PLACEMENT. TYPICAL CONTROL JOINTS SCALE: NTS NO. REVISION } u w Yo CONSTRUCTION JOINT \Jn NOTES: 1. KEYS ARE REQUIRED FOR HORIZONTAL CONSTRUCTION JOINTS. 2. FOR SUSPENDED SLABS, PROVIDE A KEY FOR AT LEAST 50% OF THE CONSTRUCTION JOINT LENGTH. THICKNESS OF SLAB OR WALL "A" NOMINAL KEY SIZE D x W LESS THAN 8" 2x3 9" TO 12" 2x4 13" TO 18" 2x6 19" TO 24" 2x8 MORE THAN 24" 2x12 TYPICAL LONGITUDINAL KEY SCALE: NTS va vex: ET 1/2 " =1' -0" AT ML SWf a rar aec lets $GVE KCLflgMiT wmru: w,w ,vas xamamw x+a ,aaai,aa, DATUM EL R CITY OF �D RENTON Planning /Building /Public Works Dept. RECORD DRAWING Then Record Dmwhga haw bean prepared band w infamadion provided by the M*Octor and other. Kmndy /Jnb Cam has not verified the awrocy or mrgWbwm of kdomxxw provided to th m and don not wa"fft the ommaq or c 06ts of then RewN Draeiy. Ue of then Record Drawings aname all risk of Ion mulUng fmm than ass. STONEGATE LIFT STATION REPLACEMENT TYPICAL CONCRETE NOTES AND DETAILS aQ. 5- __3''73 3 06 -11 -2010 PP S2 23 STRUCTURAL CONCRETE MASONRY UNIT GENERAL NOTES 1. CONCRETE MASONRY UNITS: BLOCKS SHALL HAVE A LIGHTWEIGHT CLASSIFICATION AND CONFORM TO ASTM C90, LATEST EDITION. MINIMUM COMPRESSIVE STRENGTH OF UNITS OF 1,900 PSI WHEN AIR CURED FOR 28 -DAYS. MINIMUM COMPRESSIVE STRENGTH OF 1,500 PSI OF MASONRY WALL ASSEMBLAGE AT 28 -DAYS. 2. MORTAR: PROPORTION MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C270 FOR TYPE S MORTAR. DO NOT USE MASONRY CEMENT. RETEMPER MORTAR ONLY BY ADDING WATER INTO THE MORTAR AND THEN WORKING WATER INTO THE MORTAR. RETEMPERING MORTAR BY DASHING WATER OVER THE MORTAR IS NOT PERMITTED. ANY MORTAR UNUSED WITHIN 2 1/2 HOURS OR GROUT THAT IS UNUSED WITHIN 1 1/2 HOURS AFTER INITIAL MIXING SHALL BE REMOVED FROM THE WORK. 3. GROUT: MINIMUM GROUT STRENGTH OF 2,500 PSI. INCREASE CEMENT CONTENT OF THE GROUT, AS NECESSARY TO ACHIEVE THE SPECIFIED MASONRY ASSEMBLY STRENGTH (fm) AND ADEQUATE WORKABILITY. GROUT COMPRESSIVE STRENGTH WHEN TESTED PER ASTM C1019 SHALL BE EQUAL OR EXCEED THE CONCRETE MASONRY UNIT STRENGTH. GROUT SHALL HAVE A SLUMP BETWEEN 9 AND 10- INCHES AT THE TIME OF PLACEMENT. ALL CELLS SHALL BE FILLED SOLIDLY WITH GROUT. ALL GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION. 4. ADMIXTURES: ADMIXTURES ARE NOT PERMITTED IN MORTAR OR GROUT UNLESS FAVORABLY REVIEWED BY THE ENGINEER. 5. AGGREGATES: SAND FOR MORTAR SHALL CONFORM TO ASTM C144 EXCEPT NOT LESS THAN 3% OF THE SAND SHALL PASS THE NUMBER 100 SIEVE. SAND AND PEA GRAVEL FOR GROUT SHALL CONFORM TO ASTM C404, TABLE 1, COARSE AGGREGATE, EXCEPT WHEN OTHER GRADINGS ARE SPECIFICALLY APPROVED BY THE ENGINEER. 6. WATER: WATER USED FOR MORTAR AND GROUT SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, SALTS, ALKALI, AND ORGANIC MATERIALS. 7. REINFORCEMENT: REINFORCING SHALL BE ASTM A615 -GRADE 60. REINFORCEMENT SHALL BE FULLY EMBEDDED IN GROUT. EMBEDDED ITEMS SHALL BE SECURED IN PLACE PRIOR TO GROUTING. PROVIDE A MINIMUM OF 1 -INCH GROUT AROUND BOLTS IN MASONRY. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS. VERTICAL REINFORCING SHALL BE HELD IN PLACE AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. UTILIZE REBAR POSITIONERS TO ACHIEVE VERTICAL REINFORCING PLACEMENT. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS, EXCEPT LINTEL UNITS SHALL BE USED OVER OPENINGS. 8. BEFORE PLACING BLOCK ON CONCRETE, CLEAN CONCRETE, ROUGHEN CONCRETE SO THAT AGGREGATE IS EXPOSED TO 1/4 -INCH AMPLITUDE AND APPLY BONDING AGENT. 9. LAY ALL MASONRY WITH COMMON OR RUNNING BOND. CONSTRUCT ALL MASONRY TO MAINTAIN AN UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. THE VERTICAL ALIGNMENT SHALL BE SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED VERTICAL FLUE IN ACCORDANCE WITH TABLE 7 OF THE SPECIFICATION FOR MASONRY IN ACI 530. 10. CONSTRUCTION JOINTS: WHEN GROUTING IS STOPPED FOR A PERIOD OF 1 HOUR OR LONGER, FORM HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT POUR 1 1/2 INCHES MINIMUM BELOW THE UPPER -MOST UNIT, EXCEPT AT THE TOP OF WALLS. 11. CONTROL JOINTS: LOCATE CONTROL JOINTS AS SHOWN ON PLANS OR AT 20' -0" MAXIMUM SPACING WHERE NOT SHOWN BUT NOT LESS THAN 2' -0" FROM A JAMB OR OPENING. PLACE LEDGER, LINTEL, OR TOP OF WALL BEAM REINFORCING CONTINUOUS THROUGH EXPANSION AND CONTROL JOINTS, WRAPPING BARS WITH 1/8 -INCH THICK BOND BREAKING TAPE 2' -0" BOTH SIDES OF JOINT. DO NOT SPLICE BOND BEAM REINFORCING WITHIN 6' -0" OF AN EXPANSION OR CONTROL JOINT. 12. SPECIAL INSPECTION: WHERE THE BUILDING, STRUCTURE OR STRUCTURAL ELEMENT REQUIRES SPECIAL INSPECTION AS NOTED ON THE PLANS AND THE REINFORCING SCHEDULE BELOW, PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH IBC CHAPTER 17. 13. INSPECTION: ALL WORK SHALL BE INSPECTED BY THE OWNER'S REPRESENTATIVE OR THE BUILDING OFFICIAL. THE CONTRACTOR SHALL MAINTAIN ALL WORK ACCESSIBLE AND EXPOSED FOR INSPECTION. INSPECTION SHALL INCLUDE BUT NOT BE LIMITED TO CHECKING CELLS FOR DEBRIS PRIOR TO GROUTING AND SIZE AND PLACEMENT OF REINFORCEMENT, ANCHORS, AND OTHER EMBEDDED ITEMS. SCHEDULE REINF SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON SPECIFIC DETAILS OR SECTIONS. RECORD DRAWING T m Roca I Dmaipn hm been prepared band w infarrnation provided by the mftdor and otlrera. KanedylIwim CaaJOnb ba not mWed the amt to aonrrmy a�miple of them iiaxard Dma Wan of Oise Rwwd Dmrige aeeune all risk of I= molting fmm fhdr ae. PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 ADD'L #5 BAR VERT z PROVIDE 24" HOOK IN TO BOND BEAM ALONG TOP o OF WALL N OPEN END BLOCKS THROUGHOUT (TYP) NOTES: 1. PLACE VERTICAL REBAR AT (� OF WALL. 2. SEE SCHEDULE BELOW FOR TYPICAL WALL REINFORCING. 911 ADD'L #5 BAR VERT VERT REBAR AT 4" HIGH UNITS ONLY 2 SYD BOND BEAM BLOCKS HORIZ WALL REBAR 1/2" MIN CLR INTERSECTION BOND BEAM BLOCK (AT ALL HORIZ REBAI TYPICAL REINFORCEMENT AT CONCRETE MASONRY UNIT WALLS SCALE: NTS AT DOOR OPENING EXTEND DOWELS TO GROUT EVERY CELL (TYP) , TYP WALL REBAR U#3 HAIRPIN TIES 0 8" CC 2 - #5 BARS TYP (OR AS NOTED) - LINTEL DO NOT CONTINUE SOLID BEAM BLOCK BEYOND JAMB LINTEL 48 BAR DIAMETERS WALL REINFORCING WITH OR 2' -0" MIN (TYP) LINTEL REINFORCING PER LINTEL STANDARD HOOK ALT HOOK SECTION, WHERE EXTENSION IS NOT POSSIBLE, EXTEND BARS AS JAMB REINF SEE FAR AS POSSIBLE AND PROVIDE SCHEDULE STANDARD HOOK. DO NOT SPLICE BARS OVER OPENING (TYP) wZ D 2 - #5 (TYP) UNLESS OTHERWISE o _ NOTED o DOOR U m N SEE JAMB REINFORCING o SCHEDULE (TYP) I I I I F� 1 1111 1111 N STOP OF CONCRETE NOTES: 1. FOR WALL REINFORCING, SEE "TYPICAL WALL REINFORCING SCHEDULE" THIS SHEET. SEE RELATED SECTIONS AND DETAILS THIS SHEET. 2. EXTEND JAMB BARS FROM THE FLOOR TO ROOF WHERE OPENING EXCEEDS 4' -0" IN WIDTH; OTHERWISE EXTEND 48 BAR DIAMETERS OR 2' -0" MIN. 3. DOWELS FOR JAMB BARS SHALL MATCH JAMB REINFORCING SCHEDULE. JAMB REINF SCHEDULE TYPICAL WALL REINFORCING SCHEDULE LESS THAN 5' -0" 2 -#6 5' -0" TO 7' -0" 2 - #7 BUILDING WALL THICKNESS VERT REINF HORIZ REINF REMARKS INSPECTION CONTROL BUILDING NORTH WALL 8" #4 0 24" #4 0 24" 2 - #5 0 TOP OF WALL SPECIAL INSP REQ'D SOUTH WALL 8" #4 024- #4 0 24" 2 - #5 0 TOP OF WALL SPECIAL INSP REQ'D EAST WALL 8" #4 0 24" #4 0 24" 2 - #5 0 TOP OF WALL SPECIAL INSP REQ'D WEST WALL 8" #4 0 24" #4 0 24" 2 - #5 0 TOP OF WALL SPECIAL INSP REQ'D SCREEN WALL 8" #5 0 16" 1 #5 0 16" NONE SPECIAL INSP REQ'D PILASTER 16" #5 0 CORNERS #4 0 8" HOOPS NONE SPECIAL INSP REQ'D SCHEDULE REINF SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON SPECIFIC DETAILS OR SECTIONS. RECORD DRAWING T m Roca I Dmaipn hm been prepared band w infarrnation provided by the mftdor and otlrera. KanedylIwim CaaJOnb ba not mWed the amt to aonrrmy a�miple of them iiaxard Dma Wan of Oise Rwwd Dmrige aeeune all risk of I= molting fmm fhdr ae. PHILL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 ADD'L #5 BAR VERT z PROVIDE 24" HOOK IN TO BOND BEAM ALONG TOP o OF WALL N OPEN END BLOCKS THROUGHOUT (TYP) NOTES: 1. PLACE VERTICAL REBAR AT (� OF WALL. 2. SEE SCHEDULE BELOW FOR TYPICAL WALL REINFORCING. 911 ADD'L #5 BAR VERT VERT REBAR AT 4" HIGH UNITS ONLY 2 SYD BOND BEAM BLOCKS HORIZ WALL REBAR 1/2" MIN CLR INTERSECTION BOND BEAM BLOCK (AT ALL HORIZ REBAI TYPICAL REINFORCEMENT AT CONCRETE MASONRY UNIT WALLS SCALE: NTS AT DOOR OPENING EXTEND DOWELS TO GROUT EVERY CELL (TYP) , TYP WALL REBAR U#3 HAIRPIN TIES 0 8" CC 2 - #5 BARS TYP (OR AS NOTED) - LINTEL DO NOT CONTINUE SOLID BEAM BLOCK BEYOND JAMB LINTEL 48 BAR DIAMETERS WALL REINFORCING WITH OR 2' -0" MIN (TYP) LINTEL REINFORCING PER LINTEL STANDARD HOOK ALT HOOK SECTION, WHERE EXTENSION IS NOT POSSIBLE, EXTEND BARS AS JAMB REINF SEE FAR AS POSSIBLE AND PROVIDE SCHEDULE STANDARD HOOK. DO NOT SPLICE BARS OVER OPENING (TYP) wZ D 2 - #5 (TYP) UNLESS OTHERWISE o _ NOTED o DOOR U m N SEE JAMB REINFORCING o SCHEDULE (TYP) I I I I F� 1 1111 1111 N STOP OF CONCRETE NOTES: 1. FOR WALL REINFORCING, SEE "TYPICAL WALL REINFORCING SCHEDULE" THIS SHEET. SEE RELATED SECTIONS AND DETAILS THIS SHEET. 2. EXTEND JAMB BARS FROM THE FLOOR TO ROOF WHERE OPENING EXCEEDS 4' -0" IN WIDTH; OTHERWISE EXTEND 48 BAR DIAMETERS OR 2' -0" MIN. 3. DOWELS FOR JAMB BARS SHALL MATCH JAMB REINFORCING SCHEDULE. JAMB REINF SCHEDULE OPENING WIDTH REINFORCEMENT (EACH SIDE) LESS THAN 5' -0" 2 -#6 5' -0" TO 7' -0" 2 - #7 TYPICAL CMU ELEVATION SCALE: NTS ELEVATION SCALE: 1/4 " =,' -0" JAMB OR END OF WALL PLAN SCALE: NTS SEE TABLE OR AS SHOWN ON Z J j D AWING 7 U NMI BOLT EMBEDMENT SCHEDULE BOLT SIZE EMBED 1/2" 4" 5/8" 4" 1" 7" NOTES: 1. THE MINIMUM BOLT SPACING SHALL BE 12 BOLT DIAMETERS. 2. THE MINIMUM EDGE DISTANCE SHALL BE 6 BOLT DIAMETERS WITH A MINIMUM 6" TO END OF WALL. TYPICAL BOLT EMBEDMENT SCALE: NTS Hwhi IN CONTROL JOINT AT COLUMN SCALE: NTS 3/8" T�� MORTAR JOINT RAKED 1/2" , JOINT AT LEDGER OR AT LEDGER OR LIN�L VERT REINF - HORIZ REINF ELWIN Rolm l' HORIZ REINF SEE NOTE #11 TYPICAL JOINT TYPICAL CONTROL JOINT DETAIL e SCALE: NTS Kennedy /Jenks Consultants � . 1/2 " =,' -0" �°"° "°° F? z CITY OF «��a STONEGATE os— „ —zolo Er RENTON LIFT STATION REPLACEMENT 32001 32nd Avenue South, Suite 100 eJL Feaefal way, -8 x6401 0� ET «rte DATUM TYPICAL MASONRY NOTES auxwa xa Ph. 253 -935 -5400 1 RECORD DRAWING RFB 7/20/1 JMF Qa DLB Planning /Building /Public Works Dept. AND DETAILS S3 Fax 253.952.3435 it xor o� exm NO. REVISION BY DATE APPR APr_—_. eft s.zr: ar: 24 42 O I io b O I i� 1 `o ti I 0, 2 S5 EDGE OF FOOTING —1'— T'-T'-4" [ FULLY GROUTED CMU SCREEN WALL W/ SOUND ATTENUATION SEE /3"\ + EL 322.50 OF FOOTING BELOW GENERATOR SLAB ON GRADE FOR REINFORCING DETAIL SEE '8" FULLY GROUTED CMU WALLS 10'- 0 "x2' -2 "x6" 1% SLOPE HIGH EQUIP PAD SEE NOTE 4 AND DETAIL �1 z I Roth Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 i FLOOR PLAN SCALE: 1/2 " =1' -0" Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 -835 -6400 Fax 253 - 952-3435 25-0"* SEE NOTE 4 PROVIDE CONTROL JOINTS 0 5' -0" OC SIMPSON HCF I o a I � N BLOCKING AT PANEL EDGES SEE NOTE 2 2x10 FASCIA TYP a 0 0 0 I z - w w N 2' -0" OC TYP 24' -0" 20' -0 5 TRUSSES @ 2' -0" OC D C NOTES: 1. PROVIDE CONSTRUCTION JOINTS WHERE SHOWN ON DRAWINGS. 2. ATTACH PLYWOOD SHEATHING TO ROOF TRUSSES AND BLOCKING W/ 10d NAILS W/ 4" SPACING AT SHEATHING EDGES AND 6" SPACING IN THE PANEL FIELD. 3. SEE DRAWING S -2 DETAIL 2 FOR ADDITIONAL REINFORCEMENT AT SLAB CORNERS. 4. COORDINATE SIZE OF GENERATOR SLAB ON GRADE WITH FAVORABLY REVIEWED SUBMITTALS BY THE MANUFACTURER PRIOR TO CONSTRUCTION. 5. ALL WOOD CONNECTORS BY SIMPSON, USP, OR EQUAL. 6. PROVIDE STEEL TROWEL FINISH FOR BUILDING FLOOR SLAB. PROVIDE BROOM FINISH FOR GENERATOR SLAB. SEE SPECIFICATION SECTION 03350. 7. IF 2x6 TRUSSES ARE USED, CONTRACTOR SHALL PROVIDE 2x6 RAFTERS AND HIP BEAMS. SEE NOTE 7 0 0 I N c0 Thee Record MOW hme ben papmed toed on kdormation provided ..pp by the astroetcr and oMw. xaendy /deNa CIx;w tends ha not m! the 24" 18^ 12" 6" 0 1' 2' 3' 4' amaniq or cwgkt ba of Wan ation provided to Umm and des not earrmd the ocaawy a cwnosbx m of Uroee Raved Oraekgs. U.ae of �� Vise Record OmunW amene all rbk of kw rem" fmm Moir se. SCALE: 1/2 " =1' -0" aruE mm " ° aae CITY OF STONEGATE 06 -11 -2010 1 /2 " =1 • -0" xaaormi: wa rsa, /�aa+ ;� >s o RENTON LIFT STATION REPLACEMENT CONTROL BUILDING anw xa EF 1 RECORD DRAWNG RFB 20 1 M �a�DLB eI VTmJ c l Planning /Building /Public Works Dept. FLOOR AND ROOF FRAMING PLANS S4 NO. REVISION BY DATE APPR g"` "`C01m'"`x' s¢r: a: 25 42 0 N 0 o! t 3 a w N 0 N 0 Q 0 z a z �a J 6 "x12" CURB I y BELOW WALL–, its #6 ® 12" "(4 eC FF EL 322.50 e D v p D eD D 10 MIL VAPOR BARRIER D -0 D e 2" SAND ABOVE r 1` AND VAPOR BELOW 6" CRUSHED �j� ROCK \� � /\, 2' -0" STRUCTURAL �� BACKFILL / / /', j \// COMPACTED TO 95% / / ASTM D7557 �. \�. \�� \�� \�. \�. \�.\ NATIVE MATERIAL SCARIFY 12" AND RECOMPACT TO 95% SECTION A -A #5 DOWEL 2 – #5 CONT BASE OF WALL - #6 BAR (TYP) SCALE: 1" = V -0" 3' -0" 2, -0" 6, -0" _ _ ROOF TRUSS NOTES: 1. DESIGN ROOF TRUSSES FOR THE FOLLOWING MINIMUM LOADS. GRAVITY LOADS: DEAD LOAD ON TOP CHORD 15 PSF ON BOTTOM CHORD 10 PSF HANGING POINT LOAD ON BOTTOM 2000 LB LIVE LOAD ON TOP CHORD 20 PSF WIND LOAD: AT BASIC WIND SPEED OF 85 MPH NET UPLIFT /DOWN PRESSURE ZONE A –22 PSF /9 PSF NET UPLIFT /DOWN PRESSURE ZONE B –11 PSF /9 PSF NET UPLIFT /DOWN PRESSURE ZONE C –22 PSF /9 PSF SEISMIC LOAD: SEE SHEET S1 ROOF SNOW LOAD: 26 PSF 2. METAL PLATE CONNECTORS: a. PROVIDE METAL CONNECTOR PLATES DESIGNED AND TESTED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE CRITERIA. b. CONNECTOR PLATES SHALL BE 20 –GAUGE STEEL FOR TRUSS T1 & 18 GUAGE STEEL FOR TRUSS T2, ASTM A -446 GRADE C STRUCTURAL, HOT –DIP GALVANIZED, ASTM 525 –G60. C. CODE APPROVED –ICC EVALUATION SERVICE REPORT. d. APPLY CONNECTOR PLATES TO BOTH FACE OF TRUSS BY HYDRAULIC PRESS OR ROLLER SEAT PLATES FIRMLY AGAINST WOOD TRUSS MEMBERS. 3. FOR ALL TRUSS MEMBERS SEE WOOD FRAMING NOTES ON SHEET S1. 4. SUBMIT CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON FOR THE DESIGN OF TRUSSES. SUBMIT DRAWINGS OF TRUSSES SHOWING ALL MEMBERS, LAYOUT, DIMENSIONS, AND CONNECTIONS. DEFERRED SUBMITTALS: IN ACCORDANCE NTH 2006 IBC SECTION 106.3.4.2 SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATION THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: 1. FINAL DRAWINGS AND STRUCTURAL CALCULATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES AND CONNECTIONS BETWEEN WOOD TRUSSES AND OTHER STRUCTURAL COMPONENTS. ROTI -'rlILL Rath HiII, LLC Tel425.869.9448 www.rothtiill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253- 835 -6400 Fax 253- 9523435 2x BLOCKING SIMPSON H10 EA FACE OF WALL 15/32" PLYWOOD SIMPSON A34 EA (TYP) SID 2x BLOCKING—\ 12 15/32" ROOFING PER PLYWOOD ARCH DWGS 6 (TYP) ROOF ROOFING PER TRUSS ARCH DWGS� I 2x4 SIMPSON LUS24 2x10 FASCIA 2x10 FASCIA BEAM DOUBLE 2x8 TOP PLATE BEAM 2 - #5 CONT, BENT INTO ADJACENT WALLS (TYP AT EACH SIDE OF AB) SPLIT FACE CMU WALL WALL 3/4.0 ANCHOR BOLT, 24" SPLIT FACE i CC, W/ 12" EMBED CMU WALL SECTION B -B SCALE: 3/4" = V -0" #6 ®12" T &B EW EL 322.50 g. 0 I N 12" CRUSHED ROCK EXTEND 1' -0" BEYOND EDGE OF SLAB NOTE: PROVIDE 12" MINIMUM DISTANCE FROM EDGE OF CONCRETE FOR ALL SEISMIC ANCHORAGE. GENERATOR SLAB DETAI 1 SCALE: 1/2" = 1' -0" S4 CON SEE EXP SEE CONTROL NOTE: REINFORCING NOT SHOWN. SEE DETAILS ON THIS SHEET AND STANDARD MASONRY SHEET FOR REINFORCING. 6" CRI ROCK 2' -0" BACKF TO 95' D1557 NATIVE SCARIF RECOM NOTES: 1. SEE DWG S -1 FOR REINFORCING STEEL COVER. 2. ALL CMU WALLS SHALL BE FILLED WITH GROUT PER DRAWING S3 AND SPECIFICATION SECTION 10.04220. 2x BLOCKING 12 6 15/32" PLYWOOD (TYP) TRUSS TOP ROOFING PER CHORD ARCH DWGS TRUSS BOT CHORD SIMPSON H10 EA FACE OF 2x10 FASCIA WALL BEAM DOUBLE 2x8 TOP PLATE 2 – #5 CONT, BENT INTO 3/4 "0 ANCHOR BOLT, 24" ADJACENT WALLS (TYP AT CC, W/ 12" EMBED WALL EACH SIDE OF AB) i SECTION C -C SCALE: 3/4" = V -0" SPLIT FACE CMU WALL WALL i SECTION D -D SCALE: 3/4" = V -0" #4 ® 8" HOOPS (TYP) #5 VERT ® EA CORNER (TYP) — CMU PILASTER (2) - #5 DOWEL W/ STANDARD HOOK - (TYP) LAP SPLICE (TYP) SIMPSON A34 ® 24" 12 6 F— ROOF TRUSS (BEYOND) DOUBLE 2x8 TOP PLATE 2 - #5 CONT, BENT INTO ADJACENT WALLS (TYP AT EACH SIDE OF AB) 2" CMU CAP HORIZ REINF CONTINUOUS W/ WALL I #4 HOOP 12" 6" CRUSHED ROCK ��il�i`i `I�I`i`� • • 1 � 1,1, 6" CRUSHED v. vyivi vrvv� • • v tiC� d . ROCK • v v Vii. it�i �i- v v v v' �iT • •- 2'-0" STRUCTURAL /w• C' TO 95% PER ASTM V/ D1557 NATIVE MATERIAL SCARIFY 12" AND RECOMPACT TO 9 TYPICAL WALL SECTION CMU SCREEN WALL DETAIL WALL -WALL DETAIL W 1/2" = i' -0" S4 RECORD DRAWING SCALE: 1/2" = V -0" S4 These Record Dra.Lgs have been prepared bused on information provided by the contractor and others. Kennedy /Jenks Consukants has not verified the accuracy or completeness of infomation provided to them and does not wamm,t the accuracy or completeness of these Record Drawings. Users of these Record Drawings assume all risk of loin resulting from their use. saxrtvm: swc: vmrpu, w.w ,sse 1/2 " =1. -D" namaxwxn,am,ss, ;L CITY OF Er amwm RENTON CPAwn: °XE "b1 DATUM Er t RECORD DRAWING RFB 7/20/1 JMF cnr DUB Planning /Building /Public Works Dept. IF eor or¢ iucn NO. REVISION BY DATE APPR =*Vv"" (2 24" 18" 12" 6" 0 1' 2' 3' 4' oiz i"i i4v; m ✓ax I ;iazasrz SCALE: 12 " =1' -0" 12" 6" 0 1' 2' J/ Z. -. ,. 7, „i.. SCALE: 1 " =1' -0” STONEGATE LIFT STATION REPLACEMENT CONTROL BUILDING SECTIONS AND DETAILS 06 -11 -2010 PILL S5 26 42 i FRP GUARDRAIL SEE DETAIL 1 1'_11 " - -I— 1'_9" Illliiiiii::::::iiiiilllll . n11P !nnlllllllllllllllluuu!!!up °. • • � - . 1! 4niG• IIIIIIIIIIIII! !!!I!!!!!Illllllllllllllul!��In � AlIIiIlllllllI IIIIIIIIIII! .' %I,IIpIIC�IIIIIIIIIIIIIIi�U.. illili111111111IliIIIIIIIIIIIIIIIIIIIIItlIIIIII €IIIIIIIIIIIIIIIIIIiIIi, . 111111111111111111CIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICII. I m c� A N oZ S6 I ��- N V d O o FRP LADDER j PER CIVIL DWGS 30 °x24° REMOVAB .: GRATE FOR ACCESS ROLLED L3x3x1 /4 (TYP) 12' -0 °0 INSIDE DIA PRECAST GONG MANHOLE GRATING SUPPORT SEE 2 SIM S6 r GRATING IrW70 L3x3x1 /4" 1 TYP I~ j 112 "0 SS 316 ADHESIVE I'L 4 "x6 "x3/8° o ANCHORS ® 6" W/ 4" EMBED R 11 °x12 "xt /2° I-11 "� (4) -5/8 "0 SS 316 ADHESIVE ANCHORS W/ 6" EMBED STILL WELL SEE CIVIL DWGS GRAI NG SUPPORT SEE 5 --__ BEA CONNECTION SEE 3 S6 TYP I { TYP GRATING PLAN SCALE: 1/2" = 1' -0" PRECAST CONC WET WELL, e D NON- SHRINK GRATING SUPPORT DETAIL 2 SCALE: 1° = 1' -0° S6 R011�rilLL Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 FRP GRATING 1 1/2" D D'2 0 (2) -3/4 "0 SS MB e W10 1/4 SECTION Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 - 835 -6400 Fax 253 - 952 -3435 SHEAR T1, TYP o J EL 322.50 A' C Pf BEAM TO BEAM CONNECTION SCHEDULE BEAM SIZE, BM SHEAR PLATE SHEAR PLATE RETRACTABLE FRP LADDER WELD SIZE, W1 PER CIVIL DWGS W10x 3/8" 5/16° (2) 7/8 "0 12' -0" INSIDE DIA PRECAST CONIC MANHOLE SEE FIXED FR P ' a n`- it LADDER 1 T /BEAM EL 312.00 PER CIVIL I DWGS S6 o a a 6 BEAM TO BEAM CONNECTION SCHEDULE BEAM SIZE, BM SHEAR PLATE SHEAR PLATE NUMBER AND SIZE THICKNESS, T1 WELD SIZE, W1 OF A325 -X BOLTS W10x 3/8" 5/16° (2) 7/8 "0 BEAM CONNECTION DETAIL 3 SCALE: NTS S6 RECORD DRAWING REVISION y'. SECTION A -A SCALE: 1/2" = 1' -0" (2) -1/2 "0 SS BOLTS FRP POST FRP TOE BOARD L6 "x6 "x1 /2" (2)B -7/8 "0 SS SUBGRADE PREP SEE CIVIL DWGS cV CONNECTION DETAIL 4 SCALE: NTS (S6) RECORD DRAWING Theme Record Drawings have been prepartl bored an iMamatico proided by the contractor an othae. Kanned� /JeJo CoreNtmde Me not vaH'ed the acoumry or eampNtmeee of ildometion pralded to tMm and does not warred the acawary or compbteeae of Mese Record Drawings. Were of Dese Record Drawings assume all risk of I es reeuhting from their see. save NOTES: 1. ALL METAL IN WET WELL SHALL BE 316 STAINLESS STEEL. 2. ALL BEAMS ARE TO BE FRP. 1- 3/4 "x1- 3/4 "x1 /8" SQ FRP GUARDRAILS 2- 1/8 "x2 -1/8 "x3/16" SO FRP POST SPACE POSTS N 6' -0" MAX U ro N M o M r — I I 4 — J S6 SS W10 GUARDRAIL DETAIL ri SCALE: 1 1/2" = 1' -0" 56 1/4" SS PLATE FLUSH W/ TOP OF GRATING GRATING A GRATING SUPPORT DETAIL 5 SCALE: NTS S6 24" 18" 12" 6" 0 1' 2' 3' 4' Hilo i !.i i SCALE: 12 " =1' -0" 12' 6" 0 1' 2' FRP GUARDRAIL SEE FIXED FR P it LADDER 1 PER CIVIL I DWGS S6 o 0 0 FRP iT Co GRATING 711 00 00 GRATING SUPPORT 0o W10x33 SEE 2 S6 cc 0 0 0 0 0 0 y'. SECTION A -A SCALE: 1/2" = 1' -0" (2) -1/2 "0 SS BOLTS FRP POST FRP TOE BOARD L6 "x6 "x1 /2" (2)B -7/8 "0 SS SUBGRADE PREP SEE CIVIL DWGS cV CONNECTION DETAIL 4 SCALE: NTS (S6) RECORD DRAWING Theme Record Drawings have been prepartl bored an iMamatico proided by the contractor an othae. Kanned� /JeJo CoreNtmde Me not vaH'ed the acoumry or eampNtmeee of ildometion pralded to tMm and does not warred the acawary or compbteeae of Mese Record Drawings. Were of Dese Record Drawings assume all risk of I es reeuhting from their see. save NOTES: 1. ALL METAL IN WET WELL SHALL BE 316 STAINLESS STEEL. 2. ALL BEAMS ARE TO BE FRP. 1- 3/4 "x1- 3/4 "x1 /8" SQ FRP GUARDRAILS 2- 1/8 "x2 -1/8 "x3/16" SO FRP POST SPACE POSTS N 6' -0" MAX U ro N M o M r — I I 4 — J S6 SS W10 GUARDRAIL DETAIL ri SCALE: 1 1/2" = 1' -0" 56 1/4" SS PLATE FLUSH W/ TOP OF GRATING GRATING A GRATING SUPPORT DETAIL 5 SCALE: NTS S6 24" 18" 12" 6" 0 1' 2' 3' 4' Hilo i !.i il i SCALE: 12 " =1' -0" 12' 6" 0 1' 2' iYN�11�f11BIHr7i a o ecc � CITY 0 E STONEGATE Er xaexaaw xn hem 1/2 " -1 —o" �� s LIFT STATION REPLACEMENT amain: R E N TO N Er WET WELL OL8 "�� DATUM Planning /Budding /Public Works Dept. PLAN, SECTIONS, AND DETAILS a¢ci¢o: ,,ppeS� SWE KagI y 06 -11 -2010 -I 8' -0" TO CL OF LADDER FRP LADDER PER CIVIL DWGS — SEE NOTE 2 FOR W10 TO W10 CONNECTION ////;��;,, SEE DETAIL T S6 9. -31, SEE NOTE 2 SS L3x3x1 /4" / , \ / (— A Z FRP GRATING LA I\ FRP GUARDRAIL 5' -0" NOTE: GRATING PLATFORM IS TYPICAL OF 2 LOCATIONS IN THE OVERFLOW STORAGE VAULT. 1 r 3 `o w 0 N w ILL z Roth Hill, LLC Tel425.869.9448 www.rothhill.com 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 TYPICAL GRATING PLATFORM PLAN SCALE: 1/2" = 1' -0" Kennedy /Jenks Consultants I 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 -835 -6400 Fax 253 - 9523435 FOR W10x33 AND I L3x3x1 /4 TO WALL 0 CONNECTIONS 1 SEE DETAIL 6 SS HSS 4x4x1/4 (TYP) 0 r TOP 1 STRUT FRP BOT STRI I I SECTION A -A SCALE: NTS RECORD DRAWING These Record Ormn have been p WwW bas cu mfannatlon Mm +dad by the contractor and ottw& Kxmady /Jenb Cam-& hoe not wrtfied the acamry or co opletaroee of IrdannaROn prwidsd to iMm aM tom not earned the accuracy or compbleneea of these ReaN 8ras5ge• Ueere of these Record 0rawbW assume all risk of lose rewhirg fran their uea NOTES: 1. ALL METAL IN OVERFLOW VAULT STRUCTURE SHALL BE 316 STAINLESS STEEL. 2. PROVIDE 15" CLEARANCE FROM CENTER OF LADDER TO EDGE OF PLATFORM. 24" 18" 12" 6" 0 1' 2' T 4' on =iii.; z SCALE: 1/T =1' -0" 12" 6" 0 1' 2' r ? %Z SCALE: 1 " =1' -0" APPLICABLE CODES AND UTILITY OTHEI COMPANY STANDARDS. CONTACT WILL THE UTILITY COMPANY WHICF REPRESENTATIVES AND VERIFY FAV01 r THEIR REQUIREMENTS. ENGIN PLAN NOTES: P1. CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY - THE AUTHORITY HAVING CODE ENFORCEMENT a; JURISDICTION. WHERE NO FILL IS INDICATED, THE FILL SHALL BE 2 #12. PROVIDE 3/16 INCH s° NYLON PULL ROPE IN EACH EMPTY CONDUIT. >5 P2 CONDUIT AND WIRE LAYOUT FOR jlLIGHTING AND RECEPTACLES NOT A SHOWN. PROVIDE PER NEC. A P3. LETTERS ADJACENT TO A LIGHT FIXTURE INDICATE CIRCUIT INFORMATION. THE FIRST LETTER DENOTES THE FIXTURE TYPE PER THE FIXTURE SCHEDULE. PANEL AND CIRCUIT IDENTIFICATION IS SHOWN IN BRACKETS. THE SWITCH IDENTIFICATION IS SHOWN AS A LOWER CASE LETTER. P4. NUMBER OF CIRCLES DOES NOT REPRESENT THE NUMBER OF CONDUITS IN THE ENCASEMENT. ROTI- 'MILL Q z Roth Hill. LLC Tel425.869.9448 www.rothhill.com 3 I 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 PLAN SYMBOLS SINGLE LINE SYMBOLS ELEMENTARY DIAGRAM SYMBOLS OH OVERHEAD POWER LINE S* SINGLE POLE SWITCH GROUND CONNECTION CROSS REFERENCE TO LID FUSE. RATING IN AMPERES ANOTHER DIAGRAM UNDERGROUND CONDUIT * 2 = 2 POLE, 3 = 3 WAY, 4 = 4 WAY, oho SWITCH, 3 POLE EXCEPT WHERE NOTED. NORMALLY OPEN CONTACT K = KEY OPERATED RATING IN AMPERES AS NOTED OM MOTOR ETtA ELAPSED TIME METER ON THE OTHER DIAGRAM UNDERGROUND DUCT LINE WP = WEATHERPROOF I (CONCRETE ENCASEMENT) D = DIMMER 6 AUTOMATIC TRANSFER SWITCH 2-2, 2 -2, 3, 0, 0 0 NOTE P4 P = SWITCH WITH PILOT UGHT 3 POLE, RATING AS NOTED ** DEVICES OF THE SAME TYPE. CONTROL DEVICE COIL. PREFIX NUMBER, CR I WHEN USED, DISTINGUISHES BETWEEN SPARE CONTACTS ON RELAY. UNDERGROUND DIRECT Sub SINGLE POLE SWITCH (NOTE P3) IF OMITTED, THEN THE SPEC. BURIAL CONDUITS ST SHUNT TRIP REQUIREMENTS REGARDING 0 NOTE P4 DUAL RELAY WALL SWITCH INFRARED * * ALT - ALTERNATOR LR - LATCH RELAY SPARE CONTACTS APPLY. Sub OCCUPANCY SENSOR ® FUSE OR - CONTROL RELAY SV - SOLENOID VALVE NORMALLY CLOSED CONTACT GR - GENERAL RELAY PR - PROBE RELAY ON THIS DIAGRAM MULTIPLE CONDUIT RUN D FLUORESCENT FIXTURE o-®�o FUSE CUTOUT ISR - INTRINSICALLY SAFE TR - TIMING RELAY NOTE P3 RELAY ( ) CIRCUIT BREAKER, 3 POLE EXCEPT WHERE y,� CONDUIT CONCEALED IN ° MCP ° OOOAT NOTED. RATING IN AMPERES AS NOTED. I + I INDICATING LIGHT SENSING SWITCHES FLOOR FLUORESCENT FIXTURE WITH IF TWO RATINGS APPEAR (EG. 100 /625) THEN NIGHT LIGHTING (UNSWATCHED) o OOAT o OOOAF DEVICE IS MCP; NUMERATOR IS CONTINUOUS CLOSE ON - - - - - - - - CONDUIT CONCEALED IN OR FLUORESCENT FIXTURE WITH CURRENT RATING & DENOMINATOR IS ° * if INDICATING LIGHT RISING FA SENSED VARIABLE WALL & CEIUNG SELF - CONTAINED EMERGENCY INSTANTANEOUS TRIP SETTING. 1 f0 * COLORS: BALLAST /BATTERY A - AMBER R - RED °T °� FLOW CONDUIT EXPOSED �(�� POWER CIRCUIT BREAKER B - BLUE N - NEON WALL/CEIUNG MOUNTED FIXTURE G - GREEN Y - YELLOW ,1, - J, LEVEL CALLOUT INDICATING CONDUIT DRAWOUT ABOVE 1500V RATING AS NOTED C - CLEAR W - WHITE __0 p--Ii SURGE ARRESTER (� LEVEL 3/4 "C -3 #12, SIZE, NUMBER OF WIRES AND 1 #12G WIRE SIZE WALL /CEIUNG MOUNTED FIXTURE CALLOUT INDICATING CONDUIT NIGHT LIGHTING (UNSWITCHED) E CURRENT TRANSFORMER ON OFF PRESSURE of or 100 PER SCHEDULE SINGLE POLE SWATCH CONDUIT RUN, HATCH MARKS 03:� POLE MOUNTED FIXTURE -3 & VOLTAGE TRANSFORMER EMERGENCY PUSHBUTTON °o TEMPERATURE INDICATE HA CH MARKS IS 2#12 CONDUCTORS NO WALL/CEIUNG MOUNTED EXIT POWER OR DISTRIBUTION TRANSFORMER � UNLESS OTHERWISE NOTED FO V ®V UGHT - DIRECTIONAL ARROW �T RATING AS NOTED ° ° PUSHBUTTON, WHERE INDICATED, SHADED AREA o-L-o NORMALLY OPEN CLOSED OMIT SWATCHES CONDUIT RUN, HATCH MARKS INDICATES ILLUMINATED FACE o o / INDICATE NUMBER OF CONDUCTORS IOD MOTOR. NUMBER INDICATES HORSEPOWER o CLOSE ON REACHING OMIT CALLOUT INDICATES EMERGENCY LIGHT WITH SELF 0To CONDUCTOR SIZE CONTAINED BATTERY o% I SWATCH, HOME RUN TO PANELBOARD GEN GENERATOR oho 1 -POLE / 3 -POLE 0Qo CLOSE ON LEAVING LIMIT OR AS INDICATED A(LX -X)a LIGHT FIXTURE IDENTIFICATION (NOTE P3) O CONTROL PACKAGE PROVIDED WITH oho TIMED CONTACTS FLEXIBLE CONDUIT THE DRIVEN EQUIPMENT le SINGLE RECEPTACLE, 120V SYMBOL NORMAL OPEN TO CLOSED TO CONDUIT RUN, BROKEN AND BUS STAB ON MCC OR SWITCHGEAR, CLOSED OPEN CONTINUED ON SAME SHEET Fe SINGLE RECEPTACLE, 208V OR 240V v CORD & PLUG CONNECTION FOR MOTORS OR AS NOTED ° MULTI - POSITION SELECTOR SWITCH o CONDUIT WITH SEAL FITTING DUPLEX WALL RECEPTACLE, 120V o'JC� THERMAL OVERLOAD o OPEN DELAYED INSTANTANEOUS T(— WP = WEATHERPROOF ] CAP ON CONDUIT STUB G = ISOLATED GROUND * A - AMMETER H 0 A GF = GROUND FAULT INTERRUPTER O V - VOLTMETER •,• r CLOSED INSTANTANEOUS DELAYED OPEN CIRCLE DENOTES UPWARD YAi - WATTHOUR METER �F� -�'- HAND- OFF - AUTOMATIC SWITCH GS - GROUND FAULT SENSOR I X- INDICATES CONTACTS CLOSED ° CONDUIT RISER DOUBLE DUPLEX WALL RECEPTACLE I I OPEN INSTANTANEOUS DELAYED SOUD CIRCLE DENOTES DOWNWARD 120V AS To L o- CONDUIT RISER AMMETER SWITCH ® DUPLEX FLOOR RECEPTACLE, 120V � CLOSED DELAYED INSTANTANEOUS INDICATES REMOVAL VOLTMETER SWITCH H 0 R MULTI - OUTLET ASSEMBLY ELEMENTARY DIAGRAM NOTES: F FIRE ALARM CONDUIT WITH DUPLEX RECEPTACLE, 2❑ ELEMENTARY DIAGRAM NUMBER i HAND - OFF - REMOTE SWITCH 120V. SPACING AS NOTED, X- INDICATES CONTACTS CLOSED E7. UNDERLINED WORDS SHOWN AT A PUSHBUTTON, T TELEPHONE CONDUIT MOUNTING HEIGHT AS NOTED. � I I IL KIRK KEY INTERLOCK LIGHT, SELECTOR SWITCH, ETC. INDICATE THE T/D — TELEPHONE /DATA CONDUIT To 1 �- LEGEND PLATE REQUIREMENT FOR THAT @ RECEPTACLE, 480V PARTICULAR DEVICE. ANY ADDITIONAL POWER RECEPTACLE NAMEPLATES ARE INDICATED ON ELEVATIONS WITH SURFACE MOUNTED PANELBOARD I ^ WALL /CEIUNG MOUNTED ® FOR PORTABLE EQUIPMENT � TERMINAL THE REQUIRED NAMEPLATE INSCRIPTIONS. JUNCTION BOX E2. "NORMAL" STATUS OF SWITCHES OR FLUSH MOUNTED PANELBOARD ❑ O RELAY DEVICE FUNCTION, CONTACTS IS THE SHELF POSITION. O J FLOOR RECESS MOUNTED # PER ANSI NUMBER C37.2 H3 H7 H2 H4 M JUNCTION BOX E3. NUMBERS AND LETTERS IDENTIFY DEVICE MOTOR 0 TERMINATOR / POTHEAD THERMOSTAT, WALL MOUNTED CONTROL POWER TRANSFORMER DISCONNECT SWITCH Q WALL TELEPHONE OUTLET °DLO SPLICE, TERMINATION X1 X2 COMBINATION MOTOR STARTER AND FLOOR TELEPHONE OUTLET _L DISCONNECT SWITCH T2 MOTOR STARTER. NUMBER INDICATES NEMA SIZE SMS MANUAL MOTOR STARTER WALL TELEPHONE /DATA OUTLET _L MOTOR HEATER MOTOR HEATER 11 CAPACITOR - KVAR INDICATED CONTROL STATION ® FLOOR TELEPHONE /DATA OUTLET * �\ II��II AFD AFD - ADJUSTABLE FREQUENCY DRIVE o 0 —� EQUIPMENT MOUNTING STAND '-LJ FIRE ALARM PULL STATION SSS - SOUD STATE STARTER o 41 CIRCUIT BREAKER, Q GROUND ROD AND BOX p FIRE ALARM HORN o� ° ° 1 -POLE / 3 -POLE CALLOUT INDICATING CONDUIT '_L� ® INSTRUMENT 100 PER SCHEDULE o 0 16 FIRE ALARM HORN WITH VISUAL -L O MAGNETIC DOOR HOLDER CALLOUT INDICATING CIRCUIT NUMBER - GROUND CONNECTION O HEAT DETECTOR P001 PER SCHEDULE Q INTRUSION REMOTE KEY PAD 44, CONTACT, < SMOKE DETECTOR NORMALLY OPEN / CLOSED O INTRUSION DOOR SWITCH rED['I END OF LINE RESISTOR SP0 SURGE PROTECTIVE DEVICE BUS STAB ON MCC; CORD & PLUG SAP SECURITY ALARM PANEL FRCP FIRE ALARM CONTROL PANEL T 0 _ `� CONNECTION FOR MOTORS $ SECURITY ALARM CONDUIT CR CARD READER OL pq axfo THERMAL OVERLOAD PUBLIC ADDRESS INDOOR SPEAKER O ❑ ELEC MANHOLE /ELEC HANDHOLE �nj �y A• R PUBUC ADDRESS OUTDOOR SPEAKER EMH EHH LJ BELL HORN Q� PA ❑ ❑ SIGNAL HANDHOLE/TEL HANDHOLE PA PUBLIC ADDRESS CONDUIT SHH THH RECORD DRAWING that Renad W and haw ban edy/Jm timed At ft bwtlra Pwi ed .p pmpamd w them r wr and mlhan fommUon pro lbnet th M not MRed ihs 6j, 31892 mum* e wmpletaneee of !dorm o p nm R to 1Mm aq dm not yC�tvtl` •arrant m aaux/ m camVleat risk of lhwe ar N from th Uum of OVAL then Raawd Omringe Come at ruk a( lane 1ewAWq ilam that uee. Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253- 835 -6400 Fax 253.952 -3435 ABBREVIATIONS a CIRCUIT BREAKER AUX. CONTACT, FLEX FLEXIBLE NTS NOT TO SCALE CLOSED WHEN BREAKER IS CLOSED FLUOR FLUORESCENT OH OVERHEAD A AMMETER, AMPERES FRED FREQUENCY OT OVER TEMPERATURE AC ALTERNATING CURRENT FT FEET, FOOT OIL THERMAL OVERLOAD RELAY A/D ANALOG TO DIGITAL FU FUSE PA PUBLIC ADDRESS ADJ ADJUSTABLE (F) FUTURE PB PULLBOX AF AMPERE FRAME FVNR FULL VOLTAGE NON REVERSING PE PHOTOELECTRIC AFD ADJUSTABLE FREQUENCY DRIVE FVR FULL VOLTAGE REVERSING PEC PHOTOELECTRIC CELL AFF ABOVE FINISHED FLOOR FWD FORWARD PF POWER FACTOR AFG ABOVE FINISHED GRADE GA GAUGE PFR POWER FAIL RELAY AIC AMPERES INTERRUPTING CAPACITY GALV GALVANIZED PH PHASE AL ALUMINUM GEN GENERATOR PLC PROGRAMMABLE LOGIC CONTROLLER ALT ALTERNATOR GFI GROUND FAULT INTERRUPTER A/M AUTO/MANUAL CONTROLLER G, GND GROUND PNL PANEL ANN ANNUNCIATOR GRS GALVANIZED RIGID STEEL PNLBD PANELBOARD APPROX APPROXIMATE H2O2 HYDROGEN PEROXIDE PRI PRIMARY AS AMMETER SWATCH HH HANDHOLE PS PRESSURE SWITCH AT AMMETER TRIP HMI HUMAN MACHINE INTERFACE PSI POUNDS PER SQUARE INCH ATS AUTOMATIC TRANSFER SWITCH HOA HAND-OFF-AUTOMATIC PVC POLYVINYL CHLORIDE AUTO AUTOMATIC HOR HAND - OFF - REMOTE PWR POWER AUX AUXILIARY HORIZ HORIZONTAL (RL) RELOCATE AWG AMERICAN WIRE GAGE HP HORSEPOWER (RLD) RELOCATED b CIRCUIT BREAKER AUX. CONTACT, HPS HIGH PRESSURE SODIUM RCPT RECEPTACLE CLOSED WHEN BREAKER IS OPEN HTR HEATER RCT REPEAT CYCLE TIMER BOG BARE COPPER GROUND HV HIGH VOLTAGE READ REQUIRED BLDG BUILDING HZ HERTZ (CYCLES PER SECOND) RM ROOM C CONDUIT, CONTACTOR IND LT INDICATING LIGHT RPM REVOLUTIONS PER MINUTE CAB CABINET INCAND INCANDESCENT RT RESET TIMER CAP CAPACITOR INSTR INSTRUMENT, INSTRUMENTATION SCR SILICON CONTROLLED RECTIFIER a CB CIRCUIT BREAKER 1/0 INPUT /OUTPUT SD SMOKE DETECTOR ° CC CONTROL CABLE, CLOSING COIL JB JUNCTION BOX SEC SECONDS, SECONDARY CHH COMMUNICATION HANDHOLE KA KILOAMPERES SECT SECTION CKT CIRCUIT KCMIL THOUSANDS OF CIRCULAR MILS SF SUPPLY FAN /STATIC FILTER " CMH COMMUNICATION MANHOLE KV KILOVOLTS SHH SIGNAL HANDHOLE ' CO CONDUIT ONLY KVA KILOVOLT AMPERES SHT SHEET COMM COMMUNICATION KVAR KILOVOLT AMPERES REACTIVE SIG SIGNAL COND CONDUCTOR KVARH KILOVOLT AMPERES REACTIVE SN SOUD NEUTRAL i CONT CONTINUED, CONTINUATION HOURS SPECS SPECIFICATIONS 'e CPT CONTROL POWER TRANSFORMER KW KILOWATTS SPD SURGE PROTECTIVE DEVICE CP CONTROL PANEL KWH KILOWATT HOURS SPOT SINGLE POLE DOUBLE THROW ' OR CONTROL RELAY LP LIGHTING PANEL SS STAINLESS STEEL CS CONTROL SWITCH UPS LOW PRESSURE SODIUM SSS SOLID STATE STARTER CT CURRENT TRANSFORMER LTG LIGHTING SW SWITCH CWP COLD WATER PIPE LTS LIGHTS SWBD SWITCHBOARD I DC DIRECT CURRENT (M) MODIFIED SWGR SWITCHGEAR D DIA DIAMETER mA MILLIAMPERES SYNC SYNCHRONIZING i n DIAG DIAGRAM MAX MAXIMUM TB TERMINAL BOX, TERMINAL BOARD DISC DISCONNECT MCC MOTOR CONTROL CENTER TC TELEPHONE CABINET DISTR DISTRIBUTION MCP MOTOR CIRCUIT PROTECTOR TEL TELEPHONE n ON DOWN MFR MANUFACTURER TEMP TEMPERATURE ° DP DISTRIBUTION PANEL MH MANHOLE TSP TWISTED SHIELDED PAIR DPDT DOUBLE POLE DOUBLE THROW MIN MINIMUM TYP TYPICAL T DPST DOUBLE POLE SINGLE THROW MISC MISCELLANEOUS UG UNDERGROUND DWG DRAWING MOV MOTOR OPERATED VALVE UH UNIT HEATER (E) EXISTING MS MOTOR STARTER V VOLTS ° MOUNTED VA VOLT- AMPERES " EF EXHHAAUST FAN MTG MOUNTING VFD VARIABLE FREQUENCY DRIVE EHH ELECTRICAL HANDHOLE MTS MANUAL TRANSFER SWITCH VAR VOLT AMPERES REACTIVE n EL, ELEV ELEVATION (N) NEW VERT VERTICAL ELEC ELECTRIC, ELECTRICAL NC NORMALLY CLOSED VIA VAR -HOUR b � ELEM ELEMENTARY NEC NATIONAL ELECTRICAL CODE VS VOLTMETER SWITCH EMERG EMERGENCY NEMA NATIONAL ELECTRICAL W WIRE, WATTS ENCL ENCLOSURE MANUFACTURER'S ASSOC. WHIM WATTHOUR METER � ED EQUAL NEUT NEUTRAL WHOM WATTHOUR DEMAND METER EQPT EQUIPMENT NIC NOT IN CONTRACT WP WEATHERPROOF o ETM ELAPSED TIME METER NO NORMALLY OPEN, NUMBER WT WATERTIGHT FOR FEEDER WTP WATER TREATMENT PLANT XFMR TRANSFORMER APPLICABLE CODES AND UTILITY OTHEI COMPANY STANDARDS. CONTACT WILL THE UTILITY COMPANY WHICF REPRESENTATIVES AND VERIFY FAV01 r THEIR REQUIREMENTS. ENGIN PLAN NOTES: P1. CONDUIT SIZE AND FILL SHALL BE AS INDICATED. WHERE NO SIZE IS SHOWN, THE CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY - THE AUTHORITY HAVING CODE ENFORCEMENT a; JURISDICTION. WHERE NO FILL IS INDICATED, THE FILL SHALL BE 2 #12. PROVIDE 3/16 INCH s° NYLON PULL ROPE IN EACH EMPTY CONDUIT. >5 P2 CONDUIT AND WIRE LAYOUT FOR jlLIGHTING AND RECEPTACLES NOT A SHOWN. PROVIDE PER NEC. A P3. LETTERS ADJACENT TO A LIGHT FIXTURE INDICATE CIRCUIT INFORMATION. THE FIRST LETTER DENOTES THE FIXTURE TYPE PER THE FIXTURE SCHEDULE. PANEL AND CIRCUIT IDENTIFICATION IS SHOWN IN BRACKETS. THE SWITCH IDENTIFICATION IS SHOWN AS A LOWER CASE LETTER. P4. NUMBER OF CIRCLES DOES NOT REPRESENT THE NUMBER OF CONDUITS IN THE ENCASEMENT. ROTI- 'MILL Q z Roth Hill. LLC Tel425.869.9448 www.rothhill.com 3 I 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 PLAN SYMBOLS SINGLE LINE SYMBOLS ELEMENTARY DIAGRAM SYMBOLS OH OVERHEAD POWER LINE S* SINGLE POLE SWITCH GROUND CONNECTION CROSS REFERENCE TO LID FUSE. RATING IN AMPERES ANOTHER DIAGRAM UNDERGROUND CONDUIT * 2 = 2 POLE, 3 = 3 WAY, 4 = 4 WAY, oho SWITCH, 3 POLE EXCEPT WHERE NOTED. NORMALLY OPEN CONTACT K = KEY OPERATED RATING IN AMPERES AS NOTED OM MOTOR ETtA ELAPSED TIME METER ON THE OTHER DIAGRAM UNDERGROUND DUCT LINE WP = WEATHERPROOF I (CONCRETE ENCASEMENT) D = DIMMER 6 AUTOMATIC TRANSFER SWITCH 2-2, 2 -2, 3, 0, 0 0 NOTE P4 P = SWITCH WITH PILOT UGHT 3 POLE, RATING AS NOTED ** DEVICES OF THE SAME TYPE. CONTROL DEVICE COIL. PREFIX NUMBER, CR I WHEN USED, DISTINGUISHES BETWEEN SPARE CONTACTS ON RELAY. UNDERGROUND DIRECT Sub SINGLE POLE SWITCH (NOTE P3) IF OMITTED, THEN THE SPEC. BURIAL CONDUITS ST SHUNT TRIP REQUIREMENTS REGARDING 0 NOTE P4 DUAL RELAY WALL SWITCH INFRARED * * ALT - ALTERNATOR LR - LATCH RELAY SPARE CONTACTS APPLY. Sub OCCUPANCY SENSOR ® FUSE OR - CONTROL RELAY SV - SOLENOID VALVE NORMALLY CLOSED CONTACT GR - GENERAL RELAY PR - PROBE RELAY ON THIS DIAGRAM MULTIPLE CONDUIT RUN D FLUORESCENT FIXTURE o-®�o FUSE CUTOUT ISR - INTRINSICALLY SAFE TR - TIMING RELAY NOTE P3 RELAY ( ) CIRCUIT BREAKER, 3 POLE EXCEPT WHERE y,� CONDUIT CONCEALED IN ° MCP ° OOOAT NOTED. RATING IN AMPERES AS NOTED. I + I INDICATING LIGHT SENSING SWITCHES FLOOR FLUORESCENT FIXTURE WITH IF TWO RATINGS APPEAR (EG. 100 /625) THEN NIGHT LIGHTING (UNSWATCHED) o OOAT o OOOAF DEVICE IS MCP; NUMERATOR IS CONTINUOUS CLOSE ON - - - - - - - - CONDUIT CONCEALED IN OR FLUORESCENT FIXTURE WITH CURRENT RATING & DENOMINATOR IS ° * if INDICATING LIGHT RISING FA SENSED VARIABLE WALL & CEIUNG SELF - CONTAINED EMERGENCY INSTANTANEOUS TRIP SETTING. 1 f0 * COLORS: BALLAST /BATTERY A - AMBER R - RED °T °� FLOW CONDUIT EXPOSED �(�� POWER CIRCUIT BREAKER B - BLUE N - NEON WALL/CEIUNG MOUNTED FIXTURE G - GREEN Y - YELLOW ,1, - J, LEVEL CALLOUT INDICATING CONDUIT DRAWOUT ABOVE 1500V RATING AS NOTED C - CLEAR W - WHITE __0 p--Ii SURGE ARRESTER (� LEVEL 3/4 "C -3 #12, SIZE, NUMBER OF WIRES AND 1 #12G WIRE SIZE WALL /CEIUNG MOUNTED FIXTURE CALLOUT INDICATING CONDUIT NIGHT LIGHTING (UNSWITCHED) E CURRENT TRANSFORMER ON OFF PRESSURE of or 100 PER SCHEDULE SINGLE POLE SWATCH CONDUIT RUN, HATCH MARKS 03:� POLE MOUNTED FIXTURE -3 & VOLTAGE TRANSFORMER EMERGENCY PUSHBUTTON °o TEMPERATURE INDICATE HA CH MARKS IS 2#12 CONDUCTORS NO WALL/CEIUNG MOUNTED EXIT POWER OR DISTRIBUTION TRANSFORMER � UNLESS OTHERWISE NOTED FO V ®V UGHT - DIRECTIONAL ARROW �T RATING AS NOTED ° ° PUSHBUTTON, WHERE INDICATED, SHADED AREA o-L-o NORMALLY OPEN CLOSED OMIT SWATCHES CONDUIT RUN, HATCH MARKS INDICATES ILLUMINATED FACE o o / INDICATE NUMBER OF CONDUCTORS IOD MOTOR. NUMBER INDICATES HORSEPOWER o CLOSE ON REACHING OMIT CALLOUT INDICATES EMERGENCY LIGHT WITH SELF 0To CONDUCTOR SIZE CONTAINED BATTERY o% I SWATCH, HOME RUN TO PANELBOARD GEN GENERATOR oho 1 -POLE / 3 -POLE 0Qo CLOSE ON LEAVING LIMIT OR AS INDICATED A(LX -X)a LIGHT FIXTURE IDENTIFICATION (NOTE P3) O CONTROL PACKAGE PROVIDED WITH oho TIMED CONTACTS FLEXIBLE CONDUIT THE DRIVEN EQUIPMENT le SINGLE RECEPTACLE, 120V SYMBOL NORMAL OPEN TO CLOSED TO CONDUIT RUN, BROKEN AND BUS STAB ON MCC OR SWITCHGEAR, CLOSED OPEN CONTINUED ON SAME SHEET Fe SINGLE RECEPTACLE, 208V OR 240V v CORD & PLUG CONNECTION FOR MOTORS OR AS NOTED ° MULTI - POSITION SELECTOR SWITCH o CONDUIT WITH SEAL FITTING DUPLEX WALL RECEPTACLE, 120V o'JC� THERMAL OVERLOAD o OPEN DELAYED INSTANTANEOUS T(— WP = WEATHERPROOF ] CAP ON CONDUIT STUB G = ISOLATED GROUND * A - AMMETER H 0 A GF = GROUND FAULT INTERRUPTER O V - VOLTMETER •,• r CLOSED INSTANTANEOUS DELAYED OPEN CIRCLE DENOTES UPWARD YAi - WATTHOUR METER �F� -�'- HAND- OFF - AUTOMATIC SWITCH GS - GROUND FAULT SENSOR I X- INDICATES CONTACTS CLOSED ° CONDUIT RISER DOUBLE DUPLEX WALL RECEPTACLE I I OPEN INSTANTANEOUS DELAYED SOUD CIRCLE DENOTES DOWNWARD 120V AS To L o- CONDUIT RISER AMMETER SWITCH ® DUPLEX FLOOR RECEPTACLE, 120V � CLOSED DELAYED INSTANTANEOUS INDICATES REMOVAL VOLTMETER SWITCH H 0 R MULTI - OUTLET ASSEMBLY ELEMENTARY DIAGRAM NOTES: F FIRE ALARM CONDUIT WITH DUPLEX RECEPTACLE, 2❑ ELEMENTARY DIAGRAM NUMBER i HAND - OFF - REMOTE SWITCH 120V. SPACING AS NOTED, X- INDICATES CONTACTS CLOSED E7. UNDERLINED WORDS SHOWN AT A PUSHBUTTON, T TELEPHONE CONDUIT MOUNTING HEIGHT AS NOTED. � I I IL KIRK KEY INTERLOCK LIGHT, SELECTOR SWITCH, ETC. INDICATE THE T/D — TELEPHONE /DATA CONDUIT To 1 �- LEGEND PLATE REQUIREMENT FOR THAT @ RECEPTACLE, 480V PARTICULAR DEVICE. ANY ADDITIONAL POWER RECEPTACLE NAMEPLATES ARE INDICATED ON ELEVATIONS WITH SURFACE MOUNTED PANELBOARD I ^ WALL /CEIUNG MOUNTED ® FOR PORTABLE EQUIPMENT � TERMINAL THE REQUIRED NAMEPLATE INSCRIPTIONS. JUNCTION BOX E2. "NORMAL" STATUS OF SWITCHES OR FLUSH MOUNTED PANELBOARD ❑ O RELAY DEVICE FUNCTION, CONTACTS IS THE SHELF POSITION. O J FLOOR RECESS MOUNTED # PER ANSI NUMBER C37.2 H3 H7 H2 H4 M JUNCTION BOX E3. NUMBERS AND LETTERS IDENTIFY DEVICE MOTOR 0 TERMINATOR / POTHEAD THERMOSTAT, WALL MOUNTED CONTROL POWER TRANSFORMER DISCONNECT SWITCH Q WALL TELEPHONE OUTLET °DLO SPLICE, TERMINATION X1 X2 COMBINATION MOTOR STARTER AND FLOOR TELEPHONE OUTLET _L DISCONNECT SWITCH T2 MOTOR STARTER. NUMBER INDICATES NEMA SIZE SMS MANUAL MOTOR STARTER WALL TELEPHONE /DATA OUTLET _L MOTOR HEATER MOTOR HEATER 11 CAPACITOR - KVAR INDICATED CONTROL STATION ® FLOOR TELEPHONE /DATA OUTLET * �\ II��II AFD AFD - ADJUSTABLE FREQUENCY DRIVE o 0 —� EQUIPMENT MOUNTING STAND '-LJ FIRE ALARM PULL STATION SSS - SOUD STATE STARTER o 41 CIRCUIT BREAKER, Q GROUND ROD AND BOX p FIRE ALARM HORN o� ° ° 1 -POLE / 3 -POLE CALLOUT INDICATING CONDUIT '_L� ® INSTRUMENT 100 PER SCHEDULE o 0 16 FIRE ALARM HORN WITH VISUAL -L O MAGNETIC DOOR HOLDER CALLOUT INDICATING CIRCUIT NUMBER - GROUND CONNECTION O HEAT DETECTOR P001 PER SCHEDULE Q INTRUSION REMOTE KEY PAD 44, CONTACT, < SMOKE DETECTOR NORMALLY OPEN / CLOSED O INTRUSION DOOR SWITCH rED['I END OF LINE RESISTOR SP0 SURGE PROTECTIVE DEVICE BUS STAB ON MCC; CORD & PLUG SAP SECURITY ALARM PANEL FRCP FIRE ALARM CONTROL PANEL T 0 _ `� CONNECTION FOR MOTORS $ SECURITY ALARM CONDUIT CR CARD READER OL pq axfo THERMAL OVERLOAD PUBLIC ADDRESS INDOOR SPEAKER O ❑ ELEC MANHOLE /ELEC HANDHOLE �nj �y A• R PUBUC ADDRESS OUTDOOR SPEAKER EMH EHH LJ BELL HORN Q� PA ❑ ❑ SIGNAL HANDHOLE/TEL HANDHOLE PA PUBLIC ADDRESS CONDUIT SHH THH RECORD DRAWING that Renad W and haw ban edy/Jm timed At ft bwtlra Pwi ed .p pmpamd w them r wr and mlhan fommUon pro lbnet th M not MRed ihs 6j, 31892 mum* e wmpletaneee of !dorm o p nm R to 1Mm aq dm not yC�tvtl` •arrant m aaux/ m camVleat risk of lhwe ar N from th Uum of OVAL then Raawd Omringe Come at ruk a( lane 1ewAWq ilam that uee. Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253- 835 -6400 Fax 253.952 -3435 vvv. ��. � - ry 3 METER _ MCC 4IMTS, - - 40 0A/3P I 1� UnuTY POWER qGj — - 00A UTILITY TRANSFORMER — — — 12470- 48OV/277V, 30 N 4 I G I I I I I 9 ATS 400A, 480V, 30 GROUND RODS RO ILL Roth Hill, LLC Te1425.869.9448 www.rothhiii.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 MCC _ _ _ _ MCC, 600A, 480/277V, 3- PHASE, 4 -WIRE, 42KAIC I I aD aD I50A /3P ) 150A/3P I I� P -210 PUMP MOTOR Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 99001 Ph. 253 -935 -9400 Fax 253 - 9523435 P -220 PUMP MOTOR GENERATOR ENCLOSURE LOAD BANK I I ) XXXA /3P 3 I � I XXXA /3P 175 KW XXKAIC OEN I I I I N I I I G I V J 15A/3P o ` 30A /3P o ` 60A /3P I T1 J\ 15KVA 480- 120/208 SPD 34, 4W MCB 50A 30 CKT -- -- PNL -L1 -- -- -- ONE LINE DIAGRAM SCALE: NONE V J 20A /3P I PFR I I N1nTP_1,- NEW TRANSFORMER TO BE PROVIDED AND INSTALLED BY UTILITY ON (N) VAULT. TRENCH TO NEW TRANSFORMER BY CONTRACTOR PER UTILITY REQUIREMENTS. UTILITY METER BASE AND CT ENCLOSURE BY CONTRACTOR PER UTILITY REQUIREMENTS. SYSTEM GROUND BUS SHALL BE COPPER 2" X %" X 12" MINIMUM. CONNECT GROUNDING ELECTRODE CONDUCTORS TO GROUND BUS BE EXOTHERMIC WELDING. LISTED PRESSURE CONNECTORS, OR LISTED CLAMPS. SOLID -STATE STARTER CIRCUIT BREAKER SIZE SHALL BE CONFIRMED BY SOLID -STATE STARTER MANUFACTURER. © ATS AND MTS (MANUAL TRANSFER SWITCH) INSTALLED IN MCC LINEUP. GENERATOR BREAKER SHALL BE CAPABLE OF INTERRUPTING THE MAXIMUM FAULT CURRENT THAT THE GENERATOR IS CAPABLE OF PRODUCING. ® MAIN BONDING JUMPER. ENSURE THAT THE SYSTEM NEUTRAL IS GROUNDED ONLY AT THE SERVICE ENTRANCE DISCONNECT. ENSURE THAT THE SYSTEM IS NOT GROUNDED AT THE AUTOMATIC TRANSFER SWITCH, THE MAIN CONTROL PANEL OR THE GENERATOR. GROUND RODS SHALL BE PLACED AT LEAST 16' APART. 10 VENDOR CABLE FROM THE PUMP. 11 TERMINATION BOXES (HAZARDOUS AREA TO NON- HAZARDOUS AREA) WITH TERMINAL BLOCKS, TO TRANSITION FROM PUMP CABLES TO FIELD WIRING OUTSIDE THE CLASSIFIED AREA. BOXES TO BE MARKED "ELECTRICAL" AND "CONTROLS" RESPECTIVELY, SEE SHEET E9. 12 NOT USED 13 LOAD BANK BREAKER SHALL BE CAPABLE OF INTERRUPTING THE MAXIMUM FAULT CURRENT THAT THE GENERATOR IS CAPABLE OF PRODUCING. ARK -TITE GENERATOR RECEPTACLE 400A, 4 -POLE, WITH GROUND. RECORD DRAWING These Record Drawings hero boon prepared based an Mermolfon provided by the contractor and otllae. KenaedJ /Z, ConsYOmb hro sat verified the amaacy or cumplatereres of IrderrnaUUn I melded to them and does not vanard the owmacy or compWiareas of theme Record paeips. User, of trees Record Drawings camme all risk of lees resultin from their use. 0-i3 I NOTES: 1. RTU CONTROL PANEL PROVIDED BY OWNER. CONTRACTOR TO INSTALL. 1 2 3 4 A MLO SPACE SPACE SPACE 24 "� B G SPACE SPACE PANELBOARD 3 PHASE, RTU CONTROL PANEL 4 WIRE, D PFR 120/208 a AUTOMATIC (30CKT) TRANSFER w SWITCH 0 E SPO o MANUAL MAIN CB E o TRANSFER 400 A v SWITCH i ° G U � TRANSFORMER 3 H SOFT SOFT DISCONNECT ° START START o DRIVE DRIVE v J 85 HP 85 HP $ P -210 P -220 i � K TRANSFORMER 3 ° 15 KVA, 3 PHASE N L SPARE 120/208 m M 0 0 N d N 0 N Z (l MCC ELEVATION RTU ELEVATION g SCALE: 1"=l'-O" SCALE: 1 " =1' -0" m 0 O 0 N O O 4 W Q W W b O O N Z O N K W H 3 4ti A. R w RECORD DRAWING ,Mae Record Umwmge have beat pepamd based an idmmtion pwlded by the aontrador and olMm. Kennedy /Janke Car toff w not r not lM 31892 oemacy tha or cmplwb or or Inform o podded to them and doss not o llm Record Omad oam�ima�al� risk of Icm eKd from 0. INaa of npa resulting from tliee'e mm C Kennedy/Jenks /Jenks Consultants „aa¢x�n; „ „ „, } ROTPHILL y a AS NOTED ,y STONEGATE 05- 24 -2010 CITY OF LIFT STATION REPLACEMENT LJ 3200, 32nd Avenue South, Snite,9U �'� r—AN R E N TO N ° Federal Way, WA 98001 Lmm oxc ^ DATUM °ReM1 NP ° Ph. 253 -835 -8400 1 RECORD DRAWING RFB 20 1 PAR m¢ciao: E4 z Roth Hill,LLC Te1425.869.9448 www.rothhill.com PAR erruurnc Planning /Building /Public Works Dept. MCC ELEVATION Fax 253- 9523435 iv eor are ixw 0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 NO. REVISION BY DATE APPR a 32 42 031 314 73Sef�, ANTENNA LOCATION. TO GENERATOR FLOW FLOW TRANSMITTER RTU CONTROL PANEL 7 - EH -1 GENERATOR RECEPTACLE 44 — I FPwP2 — —MET ER — I — — — P -CT C CONTROL TO WET WELL TERMINATION BOXES TO YARD LIGHT — TO TRANSFORMER 3/4 "C -2 #12, #12G POWER PLAN 24" 18" 12' 6" 0 1. z 3' 4- V O O O F1 (a) F1 (a) F1 (a) SCALE: 1/2"=V-0" M I J SCALE 12 " =r-0" 17 -3 1 1 -8,10 C-SID I C -DOOR S I I P -ATSA ( I P- GENACC C -GEN I D C- ATSGEN I I P -ATSA PMCP I C -MCC I — t-— P-PGE I Li -3 MTS — — I CD F", I P -SE - EH -1 GENERATOR RECEPTACLE 44 — I FPwP2 — —MET ER — I — — — P -CT C CONTROL TO WET WELL TERMINATION BOXES TO YARD LIGHT — TO TRANSFORMER 3/4 "C -2 #12, #12G POWER PLAN 24" 18" 12' 6" 0 1. z 3' 4- V O O O F1 (a) F1 (a) F1 (a) SCALE: 1/2"=V-0" SCALE 12 " =r-0" FIHILL Rath Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 LIGHTING PLAN SCALE: 1/2"=I'-O" Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 -835 -6400 Fax 253 - 952-3435 24" 18" 12" 6" 0 1. 2- 3- 4- SCALE: 12 " =T -0" NOTES: 1. CONDUIT AND WIRING FOR LIGHTING AND RECEPTACLES NOT SHOWN. PROVIDE PER NEC AND SPECIFICATIONS. 2 NOT ALL CONDUITS SHOWN FOR CLARITY. REFER TO CONDUIT AND WIRE SCHEDULE ON SHEET E11. 3. SWITCH (c) SHALL BE HOA TYPE TO OPERATE YARD LIGHT WITH PHOTOCELL WHEN IN AUTO POSITION. RECORD DRAWING glass Record Dr ngs have been pmpomd bored an NramnBan pimidtl by the mntraotnr and othme. Kennedy /Jenks Damulmnis has not wW*d the aaamay ar ownplstenass of lydarrmtion provided to than and dm not canard the ooawaq or oonplaimms of these Retard Drarigs. Ub of 9wee RawN Drawings assume aU risk of I= reading f m tlWr we. V O O O F1 (a) F1 (a) F1 (a) FIHILL Rath Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 LIGHTING PLAN SCALE: 1/2"=I'-O" Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 -835 -6400 Fax 253 - 952-3435 24" 18" 12" 6" 0 1. 2- 3- 4- SCALE: 12 " =T -0" NOTES: 1. CONDUIT AND WIRING FOR LIGHTING AND RECEPTACLES NOT SHOWN. PROVIDE PER NEC AND SPECIFICATIONS. 2 NOT ALL CONDUITS SHOWN FOR CLARITY. REFER TO CONDUIT AND WIRE SCHEDULE ON SHEET E11. 3. SWITCH (c) SHALL BE HOA TYPE TO OPERATE YARD LIGHT WITH PHOTOCELL WHEN IN AUTO POSITION. RECORD DRAWING glass Record Dr ngs have been pmpomd bored an NramnBan pimidtl by the mntraotnr and othme. Kennedy /Jenks Damulmnis has not wW*d the aaamay ar ownplstenass of lydarrmtion provided to than and dm not canard the ooawaq or oonplaimms of these Retard Drarigs. Ub of 9wee RawN Drawings assume aU risk of I= reading f m tlWr we. TO CONTROL BUILDING C- CONTROL P -P220 P- VAULTS P -P210 I I I I I I 3 0 n A 0 n A E9 n a i 3 i i z i I 2C- r'C INTRI ° :d d — — — — — — — — — r - -- - - -- - - - -- LS a I I I I I I II II d I I � III I I I I I I I I I I I I I II 4 -< F4(d) -210 O 0 0 ¢ 0 0 o Q° o o n I d- ° °. .4 FIHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 9 ' Q° 4 i I 4 INTRUSION SWITCH 4a _ I- Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 -835 -8400 Fax 253- 952 -3435 65§9Ka7C1 P- VAULTS C- VAULTI S -FE r tl _ w u U e .° II i z ° 44 I I a —/ LU u III da . I I _l a' d LEVEL TRANSMITTER ° 4° ° 8. POWER /LIGHTING PLAN SCALE: 3/4 " =1' -0" 4 �1 r tl _ w u U e .° II i z ° 44 I I a —/ LU u III da . I I _l a' d LEVEL TRANSMITTER ° 4° ° 8. POWER /LIGHTING PLAN SCALE: 3/4 " =1' -0" IT 6" 0 1' 2' 3' iii im. i :a 1/io :c SCALE: 314 " =1' -W L1 -7 F2(e) DEDICATED NON -GFCI RECEPTACLE FOR SUMP PUMP / • g 4 Y °F r— — - -- -- FLOOD SWITCH— / a d I Iffiilli filLlfEMI mill a ssssmn LIMIT SWITCH (SEE NOTE 3) 4 r--------------- - - - - -- — r - -)---- - - - - -- ° II I II I II I II I II I II I II I II I II I L -- WPGFCI L - - -1 -_ -_ ______ _ _ _ _ _ _ — — — — — — 4'. 4r ° SWITCH d a I I a.. 44. I b ,a f FE 4 ° 4.4 � a 7 da °4a 44 ° wt�rrn 1. CONDUITS IN THE WET WELL SHALL BE PVC — COATED RMC. 2. CONDUITS IN THE VALVE VAULT SHALL BE RMC. 3. LIMIT SWITCH SHALL BE ALLEN — BRADLEY 802M, WITH ACTUATING LEVER. SWITCH ENCLOSURE SHALL BE NEMA 4. SWITCH SHALL BE CLOSED WHEN VALVE IS CLOSED. RECORD DRAWING These Record Droelnp haw been P.VQ� broad co Ffm d"n pravtdsd by the cwbwW and other Kennedy /Jerk. CwmuRaMS hm not wdfled the a roq or completeness of infatuation provided to them and does not ra a, the occw%7 or carrq*tm n of uem Room Maskrpa users of these Record Rosinge oeeume all rfak of lom rmuRhg irorri their use. 4 d ' IT 6" 0 1' 2' 3' iii im. i :a 1/io :c SCALE: 314 " =1' -W L1 -7 F2(e) DEDICATED NON -GFCI RECEPTACLE FOR SUMP PUMP / • g 4 Y °F r— — - -- -- FLOOD SWITCH— / a d I Iffiilli filLlfEMI mill a ssssmn LIMIT SWITCH (SEE NOTE 3) 4 r--------------- - - - - -- — r - -)---- - - - - -- ° II I II I II I II I II I II I II I II I II I L -- WPGFCI L - - -1 -_ -_ ______ _ _ _ _ _ _ — — — — — — 4'. 4r ° SWITCH d a I I a.. 44. I b ,a f FE 4 ° 4.4 � a 7 da °4a 44 ° wt�rrn 1. CONDUITS IN THE WET WELL SHALL BE PVC — COATED RMC. 2. CONDUITS IN THE VALVE VAULT SHALL BE RMC. 3. LIMIT SWITCH SHALL BE ALLEN — BRADLEY 802M, WITH ACTUATING LEVER. SWITCH ENCLOSURE SHALL BE NEMA 4. SWITCH SHALL BE CLOSED WHEN VALVE IS CLOSED. RECORD DRAWING These Record Droelnp haw been P.VQ� broad co Ffm d"n pravtdsd by the cwbwW and other Kennedy /Jerk. CwmuRaMS hm not wdfled the a roq or completeness of infatuation provided to them and does not ra a, the occw%7 or carrq*tm n of uem Room Maskrpa users of these Record Rosinge oeeume all rfak of lom rmuRhg irorri their use. ______ I 1 I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 TO CO-NT I I I FIHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 POWER /LIGHTING PLAN SCALE: 1/2"=1'-0" Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 -835 -5400 Fax 253- 952.3435 NOTES: 1. ALL CONDUITS IN THE OVERFLOW VAULT SHALL BE PVC - COATED RMC. 2. PROVIDE SEPARATE CONDUITS FOR LIGHTING AND INTRUSION SWITCHES. 24" 18" 12" 6" 0 1' 2' 3' 4' ioi: i.i i SCALE: 1/2 " =1' -X RECORD DRAWING 1Mes Raced Drawings haw bean prepared timed an iatmma8an pwldsd by the arNactor and otma. Kmmdy /Janlu Comdata has nat w91sd the aauraay a mmpleEeroae of Infonraft provided to than and dam not warrant the amuracy or aampletemm of these Record DmwkgL Ilwn of throe Record Drawings assume all risk of law rewdlYg fawn Dldr m r5t'6; 5- 3q 7,33 5 PHILL Roth Hill, LLC Te1425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 FA B I I C I PUMP -- - - -- SENSOR LEADS -- - -- I I I TEMPEF MOIST I i-. I I .1. MCC 3Dnvn FAULT RUNNING SSS OL —I— — — 85 MAIN CONTROL PANEL RTU 1/0 I I I I I 1 I I _ J START �— — -- J---- - -_y —� I u I START I I I I AUTO yII — AUTO — 1---- �I-- - - - - -� I I I I I I I I -7 RUNNING --- v I —J — I I --I----------- FAULT I— I , SEAL LEAK—y____J___----y— OVERTEMP —� - - -- --- - - - -�— I I I 1 RUNNING FAULT SEAL LEAK I OVERTEMP I I I I I I I I I I I 1 Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 - 835400 Fax 253 - 9523435 PUMP MOTOR SCALE: NONE TYP FOR P -210, P -220 RECORD DRAWING lheae Record DrcwkW have been prepared based an kdo na8on presided by the W*OCW and Wth KMI* /JWke Comuftft has not rwHW the aaiaacy or camplatwwae of Worm on pmiWed to than and doe not mrrunt the ocamry or rn Oetamee of thsa Record Drmipe. there of 8aa Record Drawings aeons all risk of Icw rambq from their ass. 06: 5- 3`f 733G 0 0 N Z d a 0 n 0 a 0 0 a 6 a l/c � — �3 1 733 Y CAST IRON TRAFFIC ANGLE BRACKET EMBOSSED "GROUND RODR (2 PER SECTION) 2 POLE WATERPROOF FUSE CONDUCTORS UP 3/8" DIA BOLTS MIN CAST IRON GRADE RING. FINISHED GRADE--I CORD GRIP HOLDER WITH 2 -20A FUSES TO LUMINAIRE ANCHOR TO WALL ADJUST TO FINISHED GRADE BUSHING UGHT POLE J —BOX HANDHOLE GROUNDING LUG PRECAST CONCRETE BOX 1/4" m EQUIPMENT °' ' 9" MIN DIA. MOLDED CORD ° STAINLESS PLUMBING NUTS EQUIPMENT GROUNDING CONDUCTOR— SIZE 1/8" AIR SPACE GROUND CONNECTOR BURNDY TYPE GAR, STEEL ANCHOR LEVEL FLOAT (GEMS SENSOR BOLT (TYP) _ = 3' GROUT FILL AFTER PLUMBING PER NEC OR CONDUIT SCHEDULE AS GD OR GK MODEL LS -270 OR EQUAL WITH 12'Wx24'Lx24'D APPLICABLE (TYP) GROUND BUS z `a iv INTEGRAL MOUNT AND SPLASH MOUNT LEVEL FLOAT SO FIBERGLASS 1 1 BARE COPPER GUARD ) LEVEL IS 2 HANDHOLE CONDUIT �— INSULATED GROUNDING CONDUCTOR JACTIVATION INCHES ABOVE FLOOR LEVEL i INSULATED BUSHING SUPPLEMENTARY EQUIPMENT GROUNDING GROUNDING BUSHING DRAIN ROCK °- — 6' BASE OF "° CONDUCTOR —SIZE Uw DRAIN ROCK PER NEC; NTH 3/8 "0 BOLT COMPACTED EARTH III =III= III = III =111= ;" o ° ° e " AWG MIN (TYP) (2 PER SECTION) •� — III —III — III — III —III•: `� ' SUMP WITH SUMP PUMP (PUMP 6 //4 REBAR O1 EQUAL SPACING 3/8 "0 BOLT CONCRETE PADS- -. III =III= III= III =III= • _ _ _ a NOT SHOWN FOR CLARITY) VAULT OR PROVIDE ANCHOR BOLTS PER 3 13 TIES O 12' (4 PER SECTION) REBAR CONDUIT FLOOR NOTE: MANUFACTURER'S CONDUIT RECOMMENDATION 20' MIN CU WIRE CONDUIT GROUND ROD 3/4'X10' —O" SWITCH SHALL OPEN UPON 24' DIA (UFER GND) COPPER —CLAD STEEL 10 3/8" RISING WATER LEVEL. STRUCTURAL FILL REBAR MIN DIA 3 /4'X8' -0" ALL AROUND GROUND ROD FREE STANDING AGAINST WALL LIGHTING POLE BASE MAJOR EQUIPMENT ANCHORING X21 NOT USED 3 GROUND ROD & BOX INSTALLATION 4 FLOOD SWITCH DETAIL 5 NTS E10 NTS NTS E10 SCALE: NONE E10 NTS E10 GRADE F, ENTRANCE HEAD (THREADED CAP) - ANTEN NA � \ \ / \ \ / \ \ / \ \ / \\ N WET WELL ROOF BACKFlLL TO 959 COMPACTION \ ¢ a � 3/8 "0 STAINLESS STEEL EYEBOLT WARNING TAPE \ \\ \\ \\ a AND KELLUM GRIP (TYP PER 2' GRS CONDUIT I o FLOAT CABLE) I by < d N I I rFLOAT SWITCH CABLE SAND CONDUIT O FLOAT SWITCH TYP OF 4) CONDUIT CLAMP TYPICAL TRENCH DETAIL �71 I SCALE NONE E70 CORE DRILL THRU WALL, FILL GAP WITH CAULKING CONDUIT BUSHING SERVICE ENTRANCE ELBOW C — — — ANTENNA CABLE `\ GROUNDING CLAMP GND WIRE AS REQUIRED TYPICAL FLOAT SWITCH DETAI 9 SCALE NONE O 3 .. LIQUIDTIGHT� FLEXIBLE I�I�IF' X o CONDUIT LIMIT SWITC (OPEN WHEN HATCH IS a OPEN) BRACKET AN 1/4" S/S ANCHOR BOLTS FRONT VIEW ANTENNA MOUNTING DETAIL (p SIDE VIEW NTS E70 INTRUSION SWITCH DETAIL �81 SCALE: NONE E10 �tiA.R 4Q' RECORD DRAWING been Mpred band m ib pw byte RewN DDr and bw the wehader OM oMef Kor a bar no vernot the ed),/J yW w 31892 tion plm W to thi oo of information pl i Mtm dose not and d mrtnvcy Oamrd warrant a a ea9mq w camplebten of tIm Record or me Ui. uean of co thus Record DmOmga aeaume W riac of by reeJ5n9 fran ihdr un. Irm FIHILL Kennedy/Jenks /Jenks Consultants w PAR AS NOTED �% >� CITY OF STONEGATE LIFT STATION REPLACEMENT w 05- 24 -2010 3200, 32nd Avenue South, SuLte,DD R E N TO N e Federal Way, WA 98001 GWM anOC � Roth Hill, LLC Tel 425.869.9448 www.rothhill.com Ph. 253 -635 -6400 1 RECORD DRAWING RFB 20 1 PARS: PAR Planning /Building /Public Works Dept. ELECTRICAL DETAILS 2 E10 11130 NE 33rd Plaoe, Suite 200 Bellevue, WA 98004 Fax 2539523435 NO. REVISION BY DATE APPR PAR sac*: 38 a:42 6 a l/c � — �3 1 733 Y c J O J i n e J J CONDUIT AND WIRE SCHEDULE NUMBER FROM TO SIZE POWER CONTROL SIGNAL COMMENTS KVA POWER PUMP 210 PUMP 220 TRANSFORMER 85 HP WET WELL PUMP 85 HP WET WELL PUMP TRANSFORMER 480- 120/208 85 85 109 109 18.0 84 84 15.0 115 1.00 0.7 P -PSE UTILITY VAULT UTILITY TRANSFORMER 0.1 :::- :::0.6? :::.. 70 2011 CONDUIT AND MV CONDUCTORS BY UTILITY (PSE) PSL UTILITY TRANSFORMER CT ENCLOSURE 4" 4 #600 KCMIL, #3G 3 - EXHAUST AN EF 1 EXH US F COORDINATE WITH UTILITY P -CT CT ENCLOSURE UTILITY METER BASE 4 EN BATTERY G CHARGER 70 0 21 0 COORDINATE WITH UTILITY PSE CT ENCLOSURE MOTOR CONTROL CENTER 4" 4 #600 KCMIL, #3G 1.5 20/1 COORDINATE WITH UTILITY P -ATSA MOTOR CONTROL CENTER STANDBY GENERATOR 3" 4 #350 KCMIL, #3G 7 CONTROL BUILDING LIGHTING O U G G 0.5 P -PGEN MOTOR CONTROL CENTER PORTABLE GENERATOR PLUG 3" 4 #350 KCMIL, #3G 20/2 9 S PARE 20/1 10 EH -1 ELECTRIC HEATER MOTOR CONTROL 1..5 2 /2 0 11 VALVE VAULT SUMP PUMP P -230 :::::s::0.1::::::. P -P210 MOTOR CONTROL CENTER POWER JUNCTION BOX 2" 3 #1, #6G 2#14 P -P220 MOTOR CONTROL CENTER POWER JUNCTION BOX 2" 3 #1, #6G 2 #14 20/1 14 SPARE0.0 2 /1 0 15 VALVEVAULT RECEPT. ...,...._ ............. HVAC 20/1 1 1 .. ... ...., ..... ..,...,.. .,...,...,...._.. _.. P -EH1 LIGHTING PANEL L1 EH -1 ELECTRIC HEATER 3/4" 2 #12, #12G P -EF1 LIGHTING PANEL L1 EF -1 EXHAUST FAN 3/4" 2 #12, #12G P-CD LIGHTING PANEL L1 CD -1 CONTROL DAMPER 3/4" 2 #12, #12G INSTRUMENTATION P-MCP LIGHTING PANEL L1 MAIN CONTROL PANEL 3/4" 2 #12, #12G C- CONTROL MAIN CONTROL PANEL FLOATS JUNCTION BOX 1" 20#14 1 #18 TSP LEVEL SWITCHES, LIT, INTRUSION SWITCHES C-GEN MAIN CONTROL PANEL GENERATOR CONTROL PANEL 3/4" 10#14 C -MCC MAIN CONTROL PANEL MOTOR CONTROL CENTER 2" 50#14 C- ATSGEN MOTOR CONTROL CENTER GENERATOR CONTROL PANEL 3/4" 6 #14 S -FIT MAIN CONTROL PANEL FLOW TRANSMITTER 314" 1 #18 TSP P -FIT MAIN CONTROL PANEL FLOW TRANSMITTER 314" 2#12,#12G S -FE FLOW TRANSMITTER FLOW METER IN VALVE VAULT 314" VENDOR SENSOR CABLES P- VAULTS LIGHTING PANEL L1 VAULT LIGHTING AND SUMP PUMP V 4#12,2#12G VIA SWITCHES ON EQUIPMENT STAND C- VAULTt FLOATS JUNCTION BOX VALVE VAULT 1" 8 #14 LIMIT SWITCHES, INTRUSION SWITCHES AND FAS C- VAULT2 FLOATS JUNCTION BOX WET WELL INTRUSION SWITCHES 3/4" 2 #14 C- VAULT3 FLOATS JUNCTION BOX OVERFLOW VAULT INTRUSION SWITCHES 314" 2 #14 CSD MAIN CONTROL PANEL SMOKE DETECTOR 314" 2 #14 C -DOOR MAIN CONTROL PANEL DOOR INTRUSION SWITCH 3/4" 2 #14 MISCELLANEOUS MAIN CONTROL PANEL OUTSIDE ANTENNA 314" COAXIAL P- GENACC LIGHTING PANEL L1 STANDBY GENERATOR 3/4" 4 #12, 2#12G BLOCK HEATER AND CHARGER NOTE: WHERE ALLOWED AND WHERE CONTRACTOR CHOOSES TO GROUP CONDUCTORS IN A HOMERUN CONDUIT, THE HOMERUN CONDUIT SHALL BE SIZED SO THAT THE CONDUIT FILL DOES NOT EXCEED THAT ALLOWED BY THE NEC. LOAD SUMMARY EQUIPMENT NUMBER DESCRIPTION CONNECTED LOAD DEMAND FACTOR CONNECTED KVA HP AMPERES KVA AMPERES PUMP 210 PUMP 220 TRANSFORMER 85 HP WET WELL PUMP 85 HP WET WELL PUMP TRANSFORMER 480- 120/208 85 85 109 109 18.0 84 84 15.0 115 1.00 0.7 136 109 13 4801277V, 3- PHASE, 4 -WIRE TOTALS: 258 PANEL -L1 208 1120 VOLTS, THREE PHASE, 4 WIRE BUS: 100A AIC: 10KA MAIN: 5CA13P MOUNTING: SURFACE CKT. NO. DESCRIPTION CONNECTED KVA TRIP AMPSI POLES CKT. NO. DESCRIPTION CONNECTED KVA TRIP AMPS] POLES A B C A B C 1 RECEPTACLES 0.1 :::- :::0.6? :::.. 70 2011 2 VAULT &WETWELL LIGHTING 0.4 POLE - MOUNTED HPS FIXTURE, ALUMINUM HOUSING, WITH PE CELL 1A- CCS17A5- 150HPS120- DBP -A30 20/1 3 - EXHAUST AN EF 1 EXH US F PRA14 -A -DBP POLE KIM _ 20/1 4 EN BATTERY G CHARGER 70 0 21 0 SURFACE WALL 20/1 5 MAIN CONTROL PANEL CO O TWAC- t00M- 120-EP -DDB 120 1.5 20/1 6 GEN BLOCK HEATER _ 1.� 0 2 /1 0 7 CONTROL BUILDING LIGHTING O U G G 0.5 ........0.1..... 20/1 8 EH -1 ELECTRIC HEATER C 20/2 9 S PARE 20/1 10 EH -1 ELECTRIC HEATER 1..5 2 /2 0 11 VALVE VAULT SUMP PUMP P -230 :::::s::0.1::::::. 0.7 20/1 12 O O....0.0..... HOT X 20/1 1 3 YARD LI HT G ':::::::0.0`:::; 20/1 14 SPARE0.0 2 /1 0 15 VALVEVAULT RECEPT. ...,...._ ............. .,...,.... __,...,..... 20/1 1 1 .. ... ...., ..... ..,...,.. .,...,...,...._.. _.. PHASE TOTALS (KVAI: 2.6 2.4 3.21 1 TOTAL KVA: 8.2 KVA TOTAL AMPERES: 22 A LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION CATALOG NO. VOLTAGE VA LAMP TYPE MOUNTING REMARKS Fl WRAP - AROUND, INDUSTRIAL, 2 -LAMP, FIBERGLASS HOUSING, ACRYLIC DIFFUSER DMW- 2- 32- 12G-ES 120 96 T8 FLUORESCENT SURFACE LITHONIA F2 SUITABLE FOR CLASS 1 DIV 2 HAZARDOUS LOCATION, WALL MOUNT, WET LOCATION PD- 070HP- 12- K -W -1 -C 120 70 HPS SURFACE WALL HCLOPHANE PREDATOR SMALL F3 POLE - MOUNTED HPS FIXTURE, ALUMINUM HOUSING, WITH PE CELL 1A- CCS17A5- 150HPS120- DBP -A30 120 150 HPS PRA14 -A -DBP POLE KIM F4 SUITABLE FOR CLASS 1 DIV 1 HAZARDOUS LOCATION, WALL MOUNT PETA4070HP- 12 -SY -WL 120 70 HPS SURFACE WALL HCLOPHANE PETRCLUME F5 WALL PACK, CUT -OFF, 10OW METAL HALIDE, ALUMINUM HOUSING, POLYCARBONATE DIFFUSER WET LOCATION TWAC- t00M- 120-EP -DDB 120 100 METAL HALIDE SURFACE WALL LITHONIA PHILL Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 10 Federal Way, WA 98001 1 Roth Hill, LLC Tel425.869.9448 www.rothhill.com Ph.253- 835-6400 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 Fax 253 - 9523435 RECORD DRAWING lhaee Record Draabps hwe bow Pnpand hawd an Manmllon prwHed by the contractor and others. Kanedy /JmYm Comultanb has not ml Sn do= not accuracy or mrmmt the accuracy ortlmainp � or ll� RKwd DrDrm qs. Umv at Wese Record Drasfnpe aware all risk of low now" from tlmtr use. C�3� �- 3L+733�1 i MISCELLANEOUS ABBREVIATION AD AGITATOR DRIVE BFP BELT FILTER PRESS B BLOWER CV CONTROL VALVE FV AUTOMATIC VALVE GR GRIT DEWATERING SCREW SA SAMPLER SC SCREW CONVEYOR SCN FINE SCREEN SLG /SG SLIDE GATE WG WEIR GATE ;I NOTES it 1. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION I SHOWN. 2. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ISA 55.1, S5.3 AND S7.3 3. INSTRUMENTS MARKED WITH AN ASTERISK ARE FURNISHED WITH THE EQUIPMENT. A 4. REFER TO ISA RP7.7 FOR INSTRUMENT AIR QUALITY STANDARDS, INSTRUMENT SYMBOL IDENTIFIERS J -3 J -4, J -5 J -1: IDENTIFICATION LETTERS (SEE TABLE BELOW) J -4: FUNCTION BLOCK (SEE TABLE BELOW) Q_6 J -2: LOOP NUMBER J -5: PANEL NUMBER J -3: VENDOR DESIGNATOR (NOTE 3) J -6: HANDSWITCH DESIGNATOR (SEE BELOW) I J -4 FUNCTION BLOCK DESIGNATORS I R FIRST LETTER SUCCEEDING LETTERS R00T EXTRACTION MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS EXPONENTIAL ALARM DERIVATIVE B BURNER, COMBUSTION MULTIPLYING USER'S CHOICE USER'S CHOICE USER'S CHOICE C USER'S CHOICE BIAS *�* CONTROL CLOSED D DENSITY DIFFERENTIAL DAMPER UNSPECIFIED FUNCTION + E VOLTAGE THERMOMETER WELL SENSOR (PRIMARY ELEMENT) I - CURRENT 0 - ELECTROMAGNETIC, SONIC F FLOW RATE RATIO (FRACTION) (ELECT) STRATEGY DESCRIBED IN THE SPECS A - ANALOG G USER'S CHOICE FLEXIBLE COUPLING GLASS, VIEWING DEVICE FLEXIBLE HOSE CONNECTION H HAND AV - AIR VALVE T - TRAP F - FILTER FH - FIRE HYDRANT HIGH I CURRENT (ELECTRICAL) INDICATE J POWER SCAN K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION L LEVEL LIGHT LOW M MOISTURE MOMENTARY MIDDLE, INTERMEDIATE N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE 0 1 USER'S CHOICE ORIFICE, RESTRICTION OPEN P PRESSURE, VACUUM POINT (TEST) CONNECTION Q QUANTITY INTEGRATE, TOTALIZE R RADIATION RECORD S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, OR LOUVER W WEIGHT, FORCE WELL X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE, PRESENCE Y AXIS RELAY, COMPUTE, CONVERT Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, UNCLASSIFIED FINAL CONTROL ELEMENT GENERAL INSTRUMENT OR FUNCTION SYMBOLS FIELD MOUNTED PRIMARY LOCATION ACCESSIBLE TO OPERATOR AUXILIARY LOCATION ACCESSIBLE TO OPERATOR NORMALLY INACCESSIBLE OR BEHIND THE PANEL DISCRETE INSTRUMENTS e G e e SHARED DISPLAY, SHARED CONTROL COMPUTER FUNCTION e e e �_ PROGRAMMABLE LOGIC CONTROL e e I J -4 FUNCTION BLOCK DESIGNATORS I R SUMMING 51 R00T EXTRACTION A ❑ DIFFERENCE ❑ SQUARE ROOT FJ INTEGRAL ❑ EXPONENTIAL rt DERIVATIVE HIGH SELECTING XI MULTIPLYING © LOW SELECTING -0d DIVIDING IT] BIAS *�* CONVERT: F(X) NONLINEAR OR * RUPTURE DISK, VACUUM O UNSPECIFIED FUNCTION + E - VOLTAGE H - HYDRAULIC THERMOMETER WELL I - CURRENT 0 - ELECTROMAGNETIC, SONIC REFERENCE TO A SPECIFIC ELEMENTARY P - PNEUMATIC R - RESISTANCE (ELECT) STRATEGY DESCRIBED IN THE SPECS A - ANALOG D - DIGITAL �- FLEXIBLE COUPLING B - BINARY FLEXIBLE HOSE CONNECTION FIHILL z Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253 - 835 -6400 Fax 253- 9523435 J -6 HANDSWITCH DESIGNATORS HOA HAND -OFF -AUTO LR LOCAL - REMOTE HOR HAND - OFF - REMOTE OC OPEN -CLOSE F -R FORWARD - REVERSE OCA OPEN -CLOSE -AUTO 1 -0 ON -OFF INSTRUMENT SERVICES AS>- INSTRUMENT AIR SUPPLY (NOTE 4) >_ 120 VAC ELECTRICAL SERVICE (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) PLC INPUT /OUTPUT m DISCRETE INPUT I ANALOG INPUT I 4 DISCRETE OUTPUT . ANALOG OUTPUT FLOW PRIMARY ELEMENTS I�- ORIFICE PLATE SINGLE PORT PITOT TUBE OR PITOT - VENTURI TUBE VENTURI TUBE AVERAGING PITOT TUBE FLUME WEIR TURBINE OR PROPELLER -TYPE PRIMARY ELEMENT ROTAMETER ry ROTAMETER WITH INTEGRAL VALVE THERMAL MASS FLOWMETER POSITIVE DISPLACEMENT TYPE FLOW TOTALIZING INDICATOR VORTEX SENSOR TARGET TYPE SENSOR FLOW NOZZLE MAGNETIC FLOWMETER �•� SONIC FLOWMETER LINES MAIN PROCESS SECONDARY PROCESS 12 /B REFERENCES TO OTHER SHEET LINE CONTINUATION DRAWING REFERENCE 24" BW PIPE SYSTEM PIPE SIZE IN INCHES PNEUMATIC -- - - - - -- ELECTRICAL MECHANICAL ELECTRICAL 1111 II �.J OR CONNECTED II I NOT CONNECTED _I I I NOT i CONNECTED I VALVES GATE VALVE GLOBE VALVE PLUG VALVE N CHECK VALVE PINCH VALVE DIAPHRAGM VALVE BUTTERFLY VALVE 101 BALL VALVE NEEDLE VALVE PLUG (COCK) PRESSURE REDUCING REGULATING VALVE, SELF - CONTAINED BACK PRESSURE REGULATING VALVE, SELF - CONTAINED PRESSURE REDUCING REGULATOR WITH EXTERNAL PRESSURE TAP 3 -WAY VALVE ® 4 -WAY VALVE ANGLE VALVE PRESSURE RELIEF VALVE * FC = FAIL CLOSED LC = LOCKED CLOSED FO = FAIL OPEN LO = LOCKED OPEN CLOSED DURING NORMAL OPERATION M SHADING INDICATES PORT TO BE CLOSED DURING I +*I NORMAL OPERATION. DOT INDICATES PORT TO BE CLOSED DURING ALTERNATE OPERATION. VALVE OPERATORS DIAPHRAGM CYLINDER OPERATOR /n DIAPHRAGM PRESSURE BALANCED -0S SOLENOID HAND SV SOLENOID VALVE O MOTOR CV-ID3 CONTROL VALVE TAG TYPICAL CONNECTION DIRECT CONNECTION TO PROCESS TEMPERATURE ELEMENT WITH WELL IN -LINE DEVICE O 5 RADIATION OR SONIC SENSING FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION EQUIPMENT I 'Q CENTRIFUGAL PUMP M MIXER A SUBMERSIBLE PUMP OBLOWER CHEMICAL PUMP TURBINE PUMP INJECTOR n DOUBLE DIAGRAM AIR PROGRESSIVE DRIVEN PUMP �� CAVITY PUMP ROTARY LOBE LINE 1 PUMP LINE 2 LINE 3 EQUIPMENT FEE / TAG OSAMPLER RECORD DRAWING Thos Record Drawings haw bane prepared baud an nfamabon WmAded by the Contact" and Wtl Kennedy /Jenlu Cawlbmb has net wMW the aemmy ar Campletnem of b faffnA n prodded to them aM dm not warrant the ommocy or c p*We of thus Record Vnmmkgs Ue of these Rwwd Drawings assume at risk of Ime wwdtiq fmm UWr ass. MISCELLANEOUS FLANGE III UNION e Y STRAINER ® FLOW STRAIGHTENING VANE TEE -3 SCREWED CAP WELDED CAP BLIND FLANGE REDUCER -0d HOSE BIBB CONNECTION DIAPHRAGM SEAL RUPTURE DISK, PRESSURE RUPTURE DISK, VACUUM O PURGE + DRAIN JL THERMOMETER WELL INTERLOCK, NUMBER IS THE CROSS O OI REFERENCE TO A SPECIFIC ELEMENTARY 3 DIAGRAM OR TO A SPECIFIC CONTROL STRATEGY DESCRIBED IN THE SPECS EXPANSION JOINT �- FLEXIBLE COUPLING I } FLEXIBLE HOSE CONNECTION SLUICE GATE OR SLIDE GATE * AV - AIR VALVE T - TRAP F - FILTER FH - FIRE HYDRANT WATER RECORD DRAWING Thos Record Drawings haw bane prepared baud an nfamabon WmAded by the Contact" and Wtl Kennedy /Jenlu Cawlbmb has net wMW the aemmy ar Campletnem of b faffnA n prodded to them aM dm not warrant the ommocy or c p*We of thus Record Vnmmkgs Ue of these Rwwd Drawings assume at risk of Ime wwdtiq fmm UWr ass. WET WELL TYPICAL OF TWO (2) TYPIC_AL— OF TWO (2) VALVE VAULT LEVEL LEVEL SEAL OVER / / \ LOW SCADA HIGH LOW ALARM ALARM AUTO RUN FAULTCONTROL LEAK TEMP CLOSED FLOW ALARM RUN FAULT LEVEL LEAK NORMALSTANDBY INTRUSION INTRUSION INTRUSION INTRUSION LE LAH LAL LALL LAHH YI XI XA XC MAH TAH ZSC FI LAHH X I XA YA LAH X X I ZSC ZSC ZSC ZSC I I I I I I I I I I I I I I I I I I I I PLC I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LE LSH ZSC A ZSC GENERATOR CONTROLS EAK TRANSFER OOR AULT TWEU- OVERFLOW ZSC I I I I I I AULT OVERFLOW I HS OA I FUEL TANK - -- I r-- �-- 1~- -r - - -- I I I I 1 RL I FIT ES TT FE LE LSLL LSL LSH LSHH LSHH 3 n I I J I I I I 1 1/2" PD " 8" FM 8" FM c M TO FORCE MAIN ] 8" FM � I I VMES VALVE VAULT FROM GRAVITY SEWER 12° SAN ) 1 TSH 0 220 MS 220 SUMP PUMP 480} - M 480 M i i F'rilLL Roth Hill, LLC Tel425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 WET WELL WASTEWATER PUMP P -210 WASTEWATER PUMP P -220 Kennedy /Jenks Consultants 32001 32nd Avenue South, Suite 100 Federal Way, WA 98001 Ph. 253835 -6400 Fax 253- 9523435 12" SAN (OF) NO. REVISION OVERFLOW STORAGE VAULT P BBH BY I DATE I APPR I — weE wrznrw xvw ism -- wmoxru: wo ,sm /,ssi �� DATUM /.T FNL SGVE IF XOr aQ IXW NNE KCORgNQY RECORD DRAWING Tale Road Drewkgs hme been prepared based m mramotim provided by the contractor and atlas. Kenmdy /Jenks CaWEmh has not wined! the aeaamy or completeness of WornmUm provided to Veen and dome not warrant tM mmmry or awnpbtsiaea of them Record Dmwiga Umen, of 1 these Record Drawbgs auume all riok of low madding flan tMfr use. CITY OF STONEGATE RENTON LIFT STATION REPLACEMENT Planning /Building /Public Works Dept. PROCESS AND INSTRUMENTATION DIAGRAM LIFT STATION G'e: 5- 3+73'f -t PAGE 11 -20101 12 I 0 a 0 0 N N D) w a z LL 0 N z O N K I w a O 0 a NE 3 -23 -5 �91 `°e ■ C+v HAIN LINK ■ p p SECURITY FENCE ea`' +.aa ■ ■ ■ PROPERTY EASEMENT ■ ■ O _ _3 ■ ■ +0 �111p8 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 r —NEW VAULT D \ I I I I - . e c I / k6 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK B. EPSTEIN CERTIFICATE NO. 701 1►`2 REVISION M�� 1 \I i I4, PLANTING LEGEND SPECIES COMMON NAME ?YRUS CALLERYANA'CHANTICLEER' CHANTICLEER PEAR "" THUJA OCCIDENTALIS EMERALD ARBORVITAE 'EMERALD GREEN' BERBERIS THUNBERGII RED -LEAF BARBERRY 'ATROPURPUREA' QUANTITY CONDITION & SIZE 3 2.5" CALIPER MIN 53 B &B OR CONTAINER 6' HEIGHT MIN 2 5 GAL. CONTAINER BERBERIS THUNBERGII � 35 rim CONTAINER 'ATROPURPUREA NANA' O HEMEROCALLIS FULVA DAYLILY 111 1 GAL. CONTAINER 'STELLA D'ORO' O HELICTOTRICHON BLUE OAT GRASS 15 2 GAL. CONTAINER SEMPERVIRENS CONTROL 9i►�3r PHORMIUM TENAX NEW ZEALAND FLAX 1 5 GAL. CONTAINER O PRUNUS LAUROCERASUS DWARF ENGLISH LAUREL 112 1 GAL. CONTAINER i ®r, RHODODENDRON #1 RHODODENDRON 3 5 GAL. CONTAINER (SEE NOTES FOR CULTIVARS) r 2 RHODODENDRON #2 RHODODENDRON 3 5 GAL. CONTAINER (SEE NOTES FOR CULTIVARS) OVIBURNUM DAVIDII DAVID'S VIBURNUM 41 2 GAL. CONTAINER PROPERTY EASEMENT \ CHAIN LINK SECURITY FENCE 100' WETLAND BUFFER — — I - - - ---- �' ■ INFILTRATION ■ •• a I ■ O GENERATOR __ -- _Ly 0 0 g ■ -- p p .•. I r - - -- -------------------- �91 `°e ■ C+v HAIN LINK ■ p p SECURITY FENCE ea`' +.aa ■ ■ ■ PROPERTY EASEMENT ■ ■ O _ _3 ■ ■ +0 �111p8 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 r —NEW VAULT D \ I I I I - . e c I / k6 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK B. EPSTEIN CERTIFICATE NO. 701 1►`2 REVISION M�� 1 \I i I4, PLANTING LEGEND SPECIES COMMON NAME ?YRUS CALLERYANA'CHANTICLEER' CHANTICLEER PEAR "" THUJA OCCIDENTALIS EMERALD ARBORVITAE 'EMERALD GREEN' BERBERIS THUNBERGII RED -LEAF BARBERRY 'ATROPURPUREA' QUANTITY CONDITION & SIZE 3 2.5" CALIPER MIN 53 B &B OR CONTAINER 6' HEIGHT MIN 2 5 GAL. CONTAINER BERBERIS THUNBERGII � 35 rim CONTAINER 'ATROPURPUREA NANA' O HEMEROCALLIS FULVA DAYLILY 111 1 GAL. CONTAINER 'STELLA D'ORO' O HELICTOTRICHON BLUE OAT GRASS 15 2 GAL. CONTAINER SEMPERVIRENS CONTROL 9i►�3r PHORMIUM TENAX NEW ZEALAND FLAX 1 5 GAL. CONTAINER O PRUNUS LAUROCERASUS DWARF ENGLISH LAUREL 112 1 GAL. CONTAINER i ®r, RHODODENDRON #1 RHODODENDRON 3 5 GAL. CONTAINER (SEE NOTES FOR CULTIVARS) r 2 RHODODENDRON #2 RHODODENDRON 3 5 GAL. CONTAINER (SEE NOTES FOR CULTIVARS) OVIBURNUM DAVIDII DAVID'S VIBURNUM 41 2 GAL. CONTAINER �91 `°e ■ C+v HAIN LINK ■ p p SECURITY FENCE ea`' +.aa ■ ■ ■ PROPERTY EASEMENT ■ ■ O _ _3 ■ ■ +0 �111p8 Roth Hill, LLC Tel 425.869.9448 www.rothhill.com 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 r —NEW VAULT D \ I I I I - . e c I / k6 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK B. EPSTEIN CERTIFICATE NO. 701 1►`2 REVISION M�� 1 \I i I4, PLANTING LEGEND SPECIES COMMON NAME ?YRUS CALLERYANA'CHANTICLEER' CHANTICLEER PEAR "" THUJA OCCIDENTALIS EMERALD ARBORVITAE 'EMERALD GREEN' BERBERIS THUNBERGII RED -LEAF BARBERRY 'ATROPURPUREA' QUANTITY CONDITION & SIZE 3 2.5" CALIPER MIN 53 B &B OR CONTAINER 6' HEIGHT MIN 2 5 GAL. CONTAINER FRAGARIA'LIPSTICK' PINK FLOWERING STRAWBERRY 150 2" POT NOTES: FOR BOTH RHODODENDRON 1 AND RHODODENDRON 2, SELECT CULTIVARS FROM FOLLOWING LIST: MRS. FURNIVAL FURNIVAL'S DAUGHTER COTTON CANDY TWILIGHT PINK BOW BELLS sr r. Y2RIIA: Mw +sea •_ >— CITY OF AS NOTED NOPoIDMK: WN +98311991 ,r RENTON DATUM nr Tu ENC Planning /Building /Public Works Dept. IF INr R I.L SAE ILNROINCLY S- 341311 STONEGATE LIFT STATION REPLACEMENT LANDSCAPING PLAN S -3 473 7/ 6/25/2010 nLweooN: PO4E oM". Na: _1 BERBERIS THUNBERGII CRIMSON PYGMY BARBERRY 35 2 GAL. CONTAINER 'ATROPURPUREA NANA' O HEMEROCALLIS FULVA DAYLILY 111 1 GAL. CONTAINER 'STELLA D'ORO' O HELICTOTRICHON BLUE OAT GRASS 15 2 GAL. CONTAINER SEMPERVIRENS PHORMIUM TENAX NEW ZEALAND FLAX 1 5 GAL. CONTAINER O PRUNUS LAUROCERASUS DWARF ENGLISH LAUREL 112 1 GAL. CONTAINER 'MT VERNON' ®r, RHODODENDRON #1 RHODODENDRON 3 5 GAL. CONTAINER (SEE NOTES FOR CULTIVARS) r 2 RHODODENDRON #2 RHODODENDRON 3 5 GAL. CONTAINER (SEE NOTES FOR CULTIVARS) OVIBURNUM DAVIDII DAVID'S VIBURNUM 41 2 GAL. CONTAINER FRAGARIA'LIPSTICK' PINK FLOWERING STRAWBERRY 150 2" POT NOTES: FOR BOTH RHODODENDRON 1 AND RHODODENDRON 2, SELECT CULTIVARS FROM FOLLOWING LIST: MRS. FURNIVAL FURNIVAL'S DAUGHTER COTTON CANDY TWILIGHT PINK BOW BELLS sr r. Y2RIIA: Mw +sea •_ >— CITY OF AS NOTED NOPoIDMK: WN +98311991 ,r RENTON DATUM nr Tu ENC Planning /Building /Public Works Dept. IF INr R I.L SAE ILNROINCLY S- 341311 STONEGATE LIFT STATION REPLACEMENT LANDSCAPING PLAN S -3 473 7/ 6/25/2010 nLweooN: PO4E oM". Na: _1