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HomeMy WebLinkAboutzW-3082Set25. 27, WENT fes$ .`, O � O-A ,.. 4'' C11 �RM AS 0 t � AAMW ^ 'e, . R, W. .' Z2:08 i k Y.. P AAV- RV '�^' � .., .," a .:.':: ,... , .... :.::... .... ... ... .. ... ..... .. :.. :: . -. - .1.'1.. .' " ..'. .. . '.. - .... f . '+ . 1' .,v ..�. :'.',' ..'..'.' ... .. ... :r.. .:...,. ... .. ':. .. .. • .. ... :. .. :.. ._ ..: -. it , + Mm ...� .' � :.,:��: ��., i,,: .: A' A01 Y. Jo ... , .. ` ^�" ?�.. .��.�j ..: ,. `�' :� ,.' �. �':: VC may.. . *�'"`v ''J ,��i�"'�a,✓. w 8 AS SET 0 ASK SUP. W OWT AW .i�7• iNy+rq. :.;W' l �'aU�� L��'� `! 1!tT" J ..4( "J'+H.F. M+! Y 7 .. it -, ■ �' Wt r W +ti',. 7't,., � yey Y+f'�Yr �,+:+'A.Mr j tii.K•C+W" I�, �91rr. MONU TS .1, SU V Z :^ , a .: N 'E '. OWL T Ai"LL � S`' N yy}� +:. .. ^0 ii1AA4 - HO -4 4" Uk, '' • .: � 6�j war k 'i' R , .'W n' f 7 AJ .. - .. hover. so&heet • r r� bxwa.com - Always 'serif Scale Agreem 25. 27, t wpm 1 t. Lim -ovided to Builders Exchange of ANA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale L Lim -ovided to Builders Exchange of ANA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale X. a A I ................ At i usage Conditions Agreement bxw com - Always Verify Scale Dvidead, to Builders Exchange of WA, Inc. For . see www. va PW PPO RE( 0', 0 Mil ST W, WTM R .9 ­441 W­- MM*a as" Aii� 4> RI IV , " A I�s W ­. X, FT I T tit 4W1*0 L x A—i TS GE4 A4* OW 'J NO v ................ At i usage Conditions Agreement bxw com - Always Verify Scale Dvidead, to Builders Exchange of WA, Inc. For . see www. va Ld z U D 0 a- w Q z w J_ l.� N 00 O M CV fr Z W 2 W 0 Ir CL 2 fr W 3: W D Z Q W Q Z O 0 z J Q W O O N SEE SHEET C7 ONE CALL 7- 800 - 424 -5555 7+00 2+ 00 3+ 00 4+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. V) WASy �2 c� 44863 /� 4NAL 2 AS —BUILT INFORMATION ADDED 3 AS —BUILT INFORMATION ADDED Im REVISION SURVEYED: R VM /EZ 12/06/10 VB DESIGNED: AW 11/20/12 1 1 AW, J DRAWN: AW, J CHECKED: AG, DC, AW, JH BY DATE A P P R APPROVED: - AG, DC, LH 1� w J J W 3: 0 0. O O t LO U) Q II J 2 U H Q 0 20 40 1 " =20' O TES AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. WATER NOTES: No. REVISION DATE BY 1 3' CODER MINIMUM. (TYPICAL) 12 -3 -10 RVM w 5� 3/ary WATER SERVICE w REPLACEMENT PER STANDARD G4 PROJECT NO. 09 -4193 DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINEE, I� W 6� CLOSE VALVE AND REMOVE EX. W VALVE BOX. (TYPICAL FOR S ABANDONED VA DES) U) (n C) w C) W LO Q SEWER NO TES: '�1 O NEW 48 "0 SANITARY v, SEWER MANHOLE. 4O REMO VE AND DISPOSE OF EXISTING 48"0 SANITARY SEWER MANHOLE. (�)RECHANNEL EXISTING MANHOLE TO FLOW EAST 6O6" PVC SIDE SEWER STUB. (TYPICAL) OPLUG EXISTING SANITARY SEWER. AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. GROUP Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN/ TA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362 -4244 * FAX(206)362 -3819 * www.GRP4.com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT NO. 09 -4193 AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR A S— BUILT RECORD BASED ON I NFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. SCALE: DATE: VERTICAL: 1988 1 " =20' HORIZONTAL: NADD1983 /1991 ;►� CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 0/02/09 PLAN AND PROFILE: POWELL AVE. SW FIEL BOOK: _ ONE INCH RENTON STA 1 +00 TO STA 5 +00 DRAWING NO: AT FULL SCALE Planning /Building /Public Works Dept. C1 IF NOT ONE INCH SCALE ACCORDINGLY RECORD DRAWING/ASmBUILT SHEET: OF: 4 32 V I - 131018121 1 N r - 00 NO TES \ \ O / \ \ A TER NO TES: SE WER N 0 TES: oo R 1 3 COVER MINIMUM. (TYPICAL) Q)INSTALL NEW 48-0 SANITARY \ P \ SEWER MANHOLE. 2 REMOVE AND SALVAGE EXISTING . FIRE H YDRAN T. QREVOVE EXISTING SANITARY 0 o SEWER MANHOLE AND REPLACE ° 3 INSTALL SHACKLE RODS TO WITH NEW SANITARY SEWER BEND PER Cl TY OF REN TON MANHOLE. o STANDARD DETAILS \ ��'��� \ 5 6 P ° N 0 20 40 O VC SIDE SEWER STUB ,,� , v o 5 3/4" WA TER SER VICE (TYPICAL). �. REPLACEMENT PER STANDARD f)� - \ \ " ' o \ DETAIL 320.1. (TYPICAL FOR OPLUG EXISTING SANITARY ° ALL SERVICES CONNECT NEW SEWER �� 0 \ N �o w � $ METER SETTER AND NEW '.o °�o� \ , Q .5 COPPER TAIL PIECE TO 8 ABANDON EXISTING SANITARY TARY �� \ 2 \ O N �, �� z ~ ° --- __ A k 5 CUSTOMER PRI VA TE SERVICE SEWER MANHOLE + �� �� �� 5 g2 �' LINE. \ . o .,o`` � Ld � r \ N 1 9 A �. ca r� 6 CLOSE VALVE AND REMOVE EX. ao ��, P� � 12 J Q `�! ALE BOX. 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SURVEYORS, AND STAMPED BY THE ENGINEER. 6 +00 7 +00 8 +00 9+00 O� p VWA YC'9 SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR ��, y %�o�, 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL- NAD 1983/1991 CITY O F 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 ONE CALL REFERENCE 0 N LY. CONTRACTOR C� - DESIGNED: AW' J H FIELDBOOK: 0 3 AS BUILT INFORMATION ADDED Aw 11/20/12 PLAN AND PROFILE. SW 4TH PL PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: _ R E \ T 0 \ 1-800-424-5555UTILITIES _P_ � Aw, J STA 5 +00 TO STA 9 +50 DRAWING N0: A MINIMUM OF 48 HOURS 44863 ONE INCH w c� �O \� CHECKED: DC, AWE JH AT FULL SCALE Planning /Building /Public Works Dept. C2 PRIOR TO CONSTRUCTION. FS ONALR G N REVISION APPROVED: ' IF NOT ONE INCH S� �� BY DATE AP PR R SCALE ACCORDINGLY SHEET: OF: — AG, DC, LH RECORD DRAWING/ASmBUILT w 3092 L� 5 3 2 200 m ^� o 200 w�� '�Nz SW 4TH PL. � •�� �NJ � �w m��oz��� . m Qr. C° NNW w .......................... ........ ............................... .....................Q. o �..... ...........�.�.Q. ��. �........... .................. X90 780 z 780 . --�- _____ ©� ROAD � 70 3 : LF 8 CL –52 Dl POL Y R � ---- -- � . l 6 0 323 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use P/annmg Biological Sciences 16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 ........ ............................... LF 8 ........... ...............(AB)...�.9�'.... PVC ®�� . . 88 � L F� 8' PVC � X60 282 : CAB) . � 29' ........ ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w � 750 740 . . . o . . Q 720 � � °� 720 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use P/annmg Biological Sciences 16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 N 00 SEE SHEET C11 co CD 16 �S HS 15�. CpNC NSE #g65 g W � I ELPS�MEN� �S N 2 0 uj E�9 4 N PSG I � I NS ,165' I I w cc �� SEMEN I w . N I > . � Eg PS�N`EN �S� F�• , . NSE# 12a p W I gPSEM Q 0 20 40 • Q I I Ex. 4 W To BE ABANDONED I v3 7 N .� " I 0 = 20 I I I _ 7 F- I� C) ^� VJ 7 3 DRIV^ co cd Q GRAVE' U 7 rn 7 � 7 0 + 5 7 I '� _+ o + + z — I — <� — o — — — — O — — — — — — — y — � — — ~ Z GRAVEL W w R.R. TIE WALL DRIVE � O CONC. WALK � 7 ` G G 2" P GAS G LO w N � N > O -- V UO 1 n W W W 3 CURB CUT CURB CUT URB CUT '+' �.1 j 3 3 3 M � + � �8- L 8" PVC ©�2� � W 11+00 r W �+ 0 12 +00 272 AB 12. 1% W 10+ 00 EX. 8 Dl –2807 W 2 SSMH A –4 + Q 13+ 00 2 )4M A –3 14+00 Q 54 8 0 S 4TH P L. �w�Y � � EX. 12 DI w W w rw W /N TX. STA 11 + 42.33 SKI 4TH PL . = V/ 1_ W (n STA. 1+00.00 THOMAS AVE. SW C/) 0 N 177572.52 Z z _ E 1295243.65 — < TT cc 77 Q SEE SHEET C11 WA TER NO TES .• SEWER NO TES: — — z 7 TRANSFER EXISTING WA TER 2O REMO VE EXISTING SA NI TAR Y 0 SER VICES TO EX. 1211W. TO BE SEWER MANHOLE AND REPLACE �— PERFORMED BY CITY OF WITH NEW SANITARY SEWER 0 REN TON. MANHOLE. z 5 6" P VC SIDE SEWER STUB O W —I (TYPICAL). Q W O O N Ld 740 MINN— 140 LID Ld CID 00 00 770 110 AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS –BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. '90 90 10+00 1+00 12+ 00 1j+00 14+00 �w V. wry SURVEYED: SCAE: DATE: ��oF WA VERTICAL: " HORIZONTAL NADD1983 /1991 •► 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 / EXISTING UTILITIES ARE SHOWN FOR Q?� �ti0 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 1 -20 ► CITY ONE CA L L REFERENCE ONLY. CONTRACTOR �� 3 AS —BUILT INFORMATION ADDED Aw Aw, J PLAN AND PROFILE: W 4TH PL. FIELDBOOK: � 0 11 /20/12 PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN. R E N T O N 1-800-424-5555UTILITIES Aw, �" ONE INCH STA 9 +50 TO STA 13 +25 DRAWING N0: A MINIMUM OF 48 HOURS Q 44863 �C/ CHECKED: � F �� AG, DC, Aw, ,JH AT FULL SCALE Planning /Building /Public Works Dept. C 3 Z PRIOR TO CONSTRUCTION . F`SS /G ST ���, SCALE OACCORD ACCORDINGLY JL.. GROUP FOUR 4NAL N0. REVISION BY DATE APPR APPROVED: AG, DC LH RECORD DRAWING/ASmBUILT SHEET: OF: � 6 32 3082 m m OHP � SW 4 H PL. � 70 w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o??.o. LC) �.��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 760 O 7 50 � � ? 7 50 m � EXISTING GRADE � O �? -'4- AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN ITA - WOOD /NVILLE WAY NE BOTHELL, WASH /NGTON 980 1 (425)775 -4581 * (206)362,4244 * FAX(206)362 -3819 www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 � _ ©� ROAD � ,�.v N�NJ . • l� w V ." � ................... ...................... .. .. X30 720 o FX. 720 v N goo ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ......... goo AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN ITA - WOOD /NVILLE WAY NE BOTHELL, WASH /NGTON 980 1 (425)775 -4581 * (206)362,4244 * FAX(206)362 -3819 www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 N 00 O M SEE SHEET C14 CSI 8 PSEM o 0 rn pp 15� x U) y� o LL I I "1 DO . �� SEM�N� G 5�8„ c W � I / 15� '� F�' 8 P x O 22. 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W W QT8 MH A -2 o MHA -1 PR o 0 DETAILS. " 2 54"� 35k0 50 6" PVC SIDE SEWER STUB 3 " A TER SER ICE (TYPICAL). REPLACEMENT PER STANDARD (n •. `D EX. 8 "W 32 'IF 8 CL 52 l:•, POLY DETAIL 320.1. (TYPICAL FOR O i W ALL SERVICES) CONNECT NEW z W 4 PowP� METER SETTER AND NEW Q STA. 15+ 52.4 19.2' R T .. coNc' Ro COPPER TA IL PIECE TO W Cn . of » EocE o CUS TOMER PRl VA TE SER VICE 1 8 x8 TEE JxFL r . ` z S — LINE. (1) 8 GV (FLxMJ) STA. 16 +66.1 RT — o / / W -- CONNECT TO EX. 8" Dl (1) 8 " 2 ° BEND (MJxMJ) 6 0 0 / 7 TRANSFER EXISTING WA TER 3 �. SER VICES TO EX. 12 "W.. TO BE PERFORMED B Y Cl TY OF REN TON. z � 0 � / I Z 31+ 00 � I W X00 O 38 0 CV Cd 0) 7,30 114- CID Ni c) CN CIO Z! ca 00 00 770 170 Al 100 GROUP 90 90 AS —BOIL T 70 70 DRAWINGS HAVE BEEN PREPARED FOR LO AS -BOIL T RECORD BASED ON INFORMATION PRO VIDED B Y THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY 60 60 1 THE ENGINEER. 15+00 16 +00 17 +00 18 +00 SURVEYED: SCALE: DATE: o�oF "'Asti HORIZONTAL- NADD1983/1991 •► 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 EXISTING UTILITIES ARE SHOWN FOR Q?�, / tic0], 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 1 -20 CITY OF ONE CA L L REFERENCE ONLY. CONTRACTOR : 3 AS —BUILT INFORMATION ADDED Aw 1 Aw, J PLAN AND PROFILE: SW 4TH PL. FIELDBOOK: N .. 0 1 /20/12 DRAWN. = RENTON PAGE: SHALL FIELD LOCATE ALL EXISTING Aw, J H STA 13 +25 TO STA 16 +75 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS �0 44863 �, CHECKED: ONE INCH DRAWING N0: '`NF AG DC AW JH AT FULL SCALE Planning /Building /Public Works Dept. C 4- PRIOR TO CONSTRUCTION. IS,/ CASTER �G > > ' IF NOT ONE INCH IZ ONAL NO. REVISION BY DATE APPR APPROVED: J SCALE ACCORDINGLY RECORD DRAWING/AS—BUILT SHEET: oF:3 2 AG, DC, LH 3082 mom. SW 4TH PL. ........ �,..�� �.......... .....Q..� ..................... ........ ............................... ...... ................ ......... ................... 720 2 . EXISTING GRADE . C� � ROAD EX. 8" Dl ..�. ..�,� ... ...... . ............................... ........ ............- .................. ................... 700 . ...... ..... ..... . 73 LF 8AB VC © o ( ) . 3�' �0- LF 8 PVC • C� -��" � 184 (AB) 1. 7% AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMAl10N TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98091 (425)775 -4581 '" (206)362 -4244 * FAX(206)362 -3819 '� www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 EX 8„ SS ©2.40q' ............................. .................... .................. ........ ............................... ........ .............- .........- ....... ................... 80 80 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMAl10N TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN /TA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98091 (425)775 -4581 '" (206)362 -4244 * FAX(206)362 -3819 '� www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 N 00 1 SEE SHEET C14 0 WARNING!!! l '�/ O / / / W/ BASEMENT M k X o HSE / �^ / �� # 604 16 1 / `�J ry HS '� 1ST FLOOR EL. =109.6 I� OLYMPIC PIPELINE PRESSURIZED / E #632 1ST W/ BASEMENT > N PETROLEUM. CON TRA C TOR SHALL C ° Q'' ,�` FL. EL. =102.2 W/ / i k h BASEMENT �Rq �� CON TA C T OL YMPIC PIPELINE A MIN /MUM V o — OF 48 HOURS PRIOR TO EXCA VA TION. f W OLYMPIC PIPELINE PERSONNEL SHALL BE 3: W ONS/ TE AS REQUIRED DURING Q N w CONS TRUC TION. V J p k '� l c 8>> V �Q Q / / Z 0 20 40 W SFF �%' Cb 5 W c w � sy � > w =20 Q 13 EX. 4"W TO BE ABANDONED W N U E3 Ej El ( \ � a .. °''�LNI..'YV,4LK :• .,. ... .!d •. 't r. ! i•d ',: .d. .. , '• • '• d • •, C©NO.. •I - A- �--K'- - .d • +•. • e:'. .: .. .:, '.• • 4 • j ; . ,a // 0 • , d O 0 2 1 7 W LO — � w W �- EDGE OF CONC. ROADWAY T 0 cY) Cf) � STA. 36 +00.7, 23.1 ' RT STA. 34 +89.1, 24.1 ' RT () W � • 1 8" ( ) TEE FLxFL SW SUNSET BLVD. Q (1) 8 22/2 BEND (MJx0d) p p W o O 3 8 G V (FLxMJ J6+00 5+ 00 2 34+ 00 33+ 00 w o i w 3: W cn Z Q ,�O o Z � O EDGE OF CONC. ROADWAY Q INTX. STA. 35 +03.47 SW UNSET BLVD.= � STA. 1+00.00 EARLINGTO AVE. SIN VIII - • • W N 177395.00 F-- � E 1296482.08 Q GROUP a Z / r,I , JJ�� O Q • O TES 0 WA TER NO TES. - N 1 3' COVER MINIMUM. (TYPICAL) 2 SEE SHEET C4 FOR FOR DETAILS. 5 3/4" WA TER SER VICE ljo REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR Cn ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO OHP- CUS TOMER PRl VA TE SER VICE LINE. 6 CL OSE VA VE AND REMO VE EX. VAL VE BOX. (TYPICAL FOR ABANDONEDVA VES) ................ ........ ............. ................... LQ Li A S-BUIL T CO DRAWINGS HA VE BEEN PREPARED FOR A S— BUILT RECORD BASED ON I NFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY LLJ 60 60 THE ENGINEER. J6+00 J5+00 J4+00 33+ 00 J2+00 Q Vow - SURVEYED: SCALE: DATE: EXISTING UTILITIES ARE SHOWN FOR �� gsti�2 o� q "_20' HORIZONTAL- NAD 01983/1991 tR CIT Y 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: I 0 ONE CA L L REFERENCE ONLY. CONTRACTOR � ; _ AW, JH FIELDBOOK: � 0 3 AS BUILT INFORMATION ADDED AW 11/20/12 PLAN AND PROFILE. SW SUNSET BLVD. SHALL FIELD LOCATE ALL EXISTING DRAWN: RENTON PAGE: 1-800-424-5555UTILITIES STA 35 +55.1 TO STA 31 +50 DRAWING N0: A MINIMUM OF 48 HOURS Q 44863 CHECKED: Aw' �" ONE INCH � O�S �cl ER�� \��v AG, DC Aw �" AT FULL SCALE �/ �/ Plannin Buildin Public Works Dept. C 5 IF NOT ONE INCH PRIOR TO CONSTRUCTION. O N . ONAL N 0. REVISION B Y DATE A P P R APPROVED: SHEET: OF: Z `s/ ST ��G SCALE ACCORDINGLY RECORD DRAWING/AS—BUILT AG, DC, LH 8 32 3082 J L. SW SUNSET BLVD. 740 • ................... ....... ..- ...................:.......- ........ .:.........:.........:......... ........ .:.........:.........:......... ........ .:.........:......... :......... .........:......... 740 720 � � • . 720 o ................... ...... ............................... 770 � OO . -- EXISTING GRADE 1 . - ©ROAD ...................... lOD • : : : : : 459 LF 8 • CL — 52 Dl POL 90 - R P . • 90 AS-BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 W www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 SEE SHEET C17 �o / J CONC ddd HSE # 532 DRIVE M 1ST FLOOR EL. -109.9 j\ W/ BASEMENT N / HSE # 524 V HSE # 440 � i 1ST FLOOR EL. =107.1 HSE # 520 1ST FLOOR EL. =94.0 W �v ' W/ BASEMENT 1ST FLOOR EL. 105.4 c � � / ASEMENT � / W/ BASEMENT / B 'S Ci 21� STA. 28+ 16 4, 29.2' R 1 8 " 45 ° BED Jx J yam, ^� 0 2 0 40 /�`1 W P�� / Y MB STA. 31 +46.3, 22.8 RT cb IL41 (1) 8" GV (MJxMJ) M13 Q. C014 —W "— 20' — O 44/ 3 U) EX. 6 "W TO BE ABANDONED 5 co 2 _ w coNc. RoApWP`( z I­_ w CURB CUT TYP) Q Z EDGE LLJ Iii D . L is / 0 C/) 41 W + \ LO 338 LF 8" CL -52 Dl POLY RAP � 6 / EDGE OF CONC. ROADWAY �� 27 +00 U 6 O a- C) W _ TA. 28+08.5, 26.8' 26.8' R T 28 +00 (1) 8" To 6" REDUCER (MJ) C6 D2 '+' W � 1 6 SPOOL T STA. 28+71.4, 26.8' R T 29 +00 (1) 6 SLEEVE w CY) o (1) 8 " x6 TEE (MLXFL) CONNECT TO EX 611W (1) 6 GV (FLxMJ) , Q W SW SUNSET BLVD. STA. 28 +13.9, 26.8 R W W (1) FIRE HYDRANT ASSEMBLY (1) 8" 45 -BEND (MJxMJ) (� w STA. 28 +42.1, 30.2' R � o z (1) 8 ,� TEE FLxFL) INTX. STA. 28 +53.29 SW SUNSET BL VD. = Q (3) 8 GV (FLxMJ) STA. 1+00.00 STEVENS AVE. SW GROUP W () 8' 11!14 BEN ( ) - -� 1 ° D J N 177395 00 I. •. •. CONC.: �'WA� K , . .. • .. :.... ' . E 1296482.08 z .4 A 44 A �'4 'A z CONC Q T, L, l� J J / 0 E- Q z J � <t W � � NO TES O O SW WA TER NO TES. N 1 3' COVER MIN /MUM. (TYPICAL) 2 INSTALL SHACKLE RODS PER CITY OF REN TON STANDARD DETAILS 3 REMOVE AND SALVAGE EXISTING FIRE HYDRANT. 5 3/4" WA TER SER VICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW LO METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRI VA TE SERVICE LINE. 6 CL OSE VA VE AND REMO VE EX. VAL VE BOX. (TYPICAL FOR ABANDONED VA VES) 90 90 80 80 70 70 AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORMA TION J1+00 30 +00 29 +00 28 +00 27 +00 PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. O� p VOWS yc SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR ���, �0 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 ve " =20' HORIZONTAL: NAD 1983/1991 ;� CITY 0 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 ONE C.1 �1 L L REFERENCE ONLY. CONTRACTOR �� 20� 3 AS -BUILT INFORMATION ADDED AW 11 20 12 DESIG "EAw, JH PLAN AND PROFILE: SW SUNSET BLVD. FIELDBOOK: N �` z / / DRAWN: !1 RENTON PAGE: SHALL FIELD LOCATE ALL EXISTING Aw, JH ONE INCH STA 31+50 TO STA 27 +51 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 10D 44863 <v� CHECKED: DRAWING NO: �� AG, DC, AW, J H AT FULL SCALE 9 / g / p C 6 Q PRIOR TO CONSTRUCTION. ASS ��STER �G IF NOT ONE INCH Planning/Building/Public Bu�id�n Public works Dept. w ONAL N REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY RECORD DRAWING/ASmBUILT SHEET: OF: AG, DC, LH 9 32 4- - 3082 . . . . 130 130 ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ................... o 120 W 120 � 10 N W 110 100 � � 100 ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ................... 2 ?� 2 EXISTING � GRADE ©ROAD 338 LF 8 CL —52 Dl W/ AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF REN TON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NVILLE WAYNE BOTHELL, WASHINGTON 98091 (425)775 -4581 '� (206)362 -4244 � FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 POL YWRAP ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ................... w � . . . . ................... ........ ............................... ........ ............................... ........ ............................... goo...... ............................... o . . . ................... . NW . . . Z . . . . . Q o . . . . N 00 0 W w� M 1pa4 1s I E� SEMEN I I I I P I > 8 ' STA. 1+ 15.1, 7.5' L T —� 1pp5 1W I � g16 15w I SE# 5 I - NSE# 6 � oC " „ I N , g8. � I I .1g � (1) 8 x8 TEE (FLxFL) W SEMEN U0, (1) 8 FLxMJ ADAPTER �j (2) 8" G V (FLxMJ) ' Q I —� 0 I < I I I STA. 5 +074, 4.8 LT 1 STA. 1 +05.6, 5.4 LT– I - " ' 5/8" STA. 1+134 1 ° (1) 8 �x6 TEE (MJXFL) • PO WELL AVE. STA. 0+94.6, 5.6 L T G " 1 8 SLEEVE (1) 6�� GV (FLxMJ) 1 8x8 TEE FLxFL I C7 D 1 0 O „ ( ) o ABANDON EX. 6 W IN PLACE (1) 8 G V (MJxMJ) 1 8 FLxMJ ADAPTER LO CONNECT TO EX. 8 W , 1 - , r r () �� � I r� � � J J � � r� � , JJ � J (1) FIRE HYDRANT ASSEMBLY 2 8 GV FLxMJ I I 0645 r r C� 0 20 40 (1) 8 VER T. CROSS (FLxMJ) I LLB CD I I » STA. 0 +89.5, 7.5 , L T STA. 1+j3.1, 5.3 , LT 1 1 I 1= 20 > Q (1) 8" TRANSITION COUPLING (1) 8x6" TEE (MJXFL) (n (1) 6 G V (FLxMJ) o v z �--- w 2 2 t 5 LO `,,,° °, Li W (1) FIRE H YDRAN T ASSEMBL Y + 00 U I + M + � N O TES Q 6 6 - - - - - - - 3.5 WOOD N M - - - - - - - - - - - - - w III � °° W ry C7 D1 - -- -- -- -- -- -- � -- WATER NO TES: w w W 6" WTR. - W W w w ■ 0 INTX. STA. 1+00.00 SW 3RD PL.– 6 1 3' COVER MINIMUM. TYPICAL CC STA. 1+00.00 POWELL A E. 36 LF CL -52 Dl POLY RAP � 70± Q = N M (TYPICAL) CL N 178293.58 .0 2+00 3+ 00 + + U17 "A, E 1294827.75 � 6 I � I (n 2 REMOVE AND SALVAGE EXISTING AO ,2 g o 6 0 .f 4 ;,,� W FIRE HYDRANT. ssM –9 �--- SW 3RD PL. 530 (AB) 1.1 1 48"0 `� W 5 3/4" WA TER SER VICE W G G G G G G G G REPLACEMENT PER STANDARD III Z DETAIL 320.1. (TYPICAL FOR � i _ ALL SERVICES) CONNECT NEW W � 3 5 J METER SETTER AND NEW COPPER TAIL PIECE TO �iNl� 'HO -b 3 —h — — — — — — — — — — — — — — — — _ — — — CUSTOMER PRI VA TE SER VICE 0 — — o 0 0 0 — — Z � 5 ��Ff. N `� W99D � � z N 1 LINE. I I� coo � ❑ °' ao 00 6 CL AL 0 W ± o D N N "� � + . Z �. E V VE AND REMO VE EX. Q VAL VE BOX. (TYPICAL FOR W W I ABANDONED VA VES � o r I I I ) Q i>> I 0 3p4 I F�. s� F 1 F�'' I SEWER NO TES- \A N5E #1g$ 5 W 001 150 E #gg1 9 NO g$5 1 NO E�.- �N� SE #1 2 N NS ,1g3 \0-7 o 0 BPSEM N ,1g5 -� ,1MEN� OCONNECT TO EXISTING ,. I E s 01 5/8 G Ll e p,SEM e P g Ps SANITARY SEWER MANHOLE. I I I (DINSTALL 10LF 8" PVC AND z CONNECT TO EXISTING J SANITARY SEWER MANHOLE. OREVOVE AND DISPOSE OF Q „ W EXISTING 48 SANITARY SEWER MANHOLE. 0 5O 6 " PVC SIDE SEWER STUB N (TYPICAL). 180 780 GROUP 770 170 CIO 00 Co N.- AS -BOIL T DRA WINGS HA VE BEEN PREPARED FOR AS –BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 140 140 1+00 3+ 00 4+00 5+00 O� p V.AS�C SURVEYED: SCAE: DATE: VERTICAL: NAVD 13/ CITY O 2009 EARLINGTON WATER & SEWER IMPROVEMENTS / / EXISTING UTILITIES ARE SHOWN FOR Q-��, 2�0�, 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 =20' HORIZONTAL NAD 1983 1991 �� 10 02 09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R DESIGNED: FIELDBOOK: tiQ- 0 3 AS —BUILT INFORMATION ADDED Aw 11/20/12 AW, J PLAN AND PROFILE. SW 3RD PL. SHALL FIELD LOCATE ALL EXISTING �' Z DRAWN: - RENTON PAGE: 1-800-424-5555UTILITIES �, Aw,JH ONE INCH STA 0 +75 TO STA 5 +25 DRAWING N0: A MINIMUM OF 48 HOURS �0 44863 CHECKED: � 'QF AG, DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. C 7 PRIOR TO CONSTRUCTION. FsS /c ST E c, SCALE OACCORDI ACCORDINGLY bi 4NAL N0. REVISION BY DATE APPR APPROVED: AG Dc LH RECORD DRAWING/AS-BUILT SHEET: OF: 10 32 V - 3082 : SW 3-RD PL. 230 230 ................... ........ ............................... ........ ............................... ........ ............................... ........ ............................... ......... 220 4 o Q 220 N V 270 I ,� °' 270 I ao U �� 200 � �� °�WWWZW��Q 200 Al EXISTING GRADE . C� ROAD . 790 � 790 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .a . . . . . . . . . . . . . . . . . . . . .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G 36 LF 8 CL -52 DI W � POL Y RAP . � �3.� LF 8 PVC ®�� 530 (AB) 1.1 CO AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER. GROUP FOUR. INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 9801 � (425)775 -4581 ' (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 �W 750 Q II Q �w �W ................... II Q II Q II �� ........ ............................... ........ ............................... ........ ............................... ........ ............................... ......... 750 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER. GROUP FOUR. INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 9801 � (425)775 -4581 ' (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 SEE SHEET C12 C\j 00 I I O I IN Lu I I 1 . o$ S ( r� J u) I I A $l2 0 SE aog � oC • EL ;�g �N� I I.1J � ��.- SEMEN 0. > - r �, 0406 4 w Ig P co 8A 6 \A NSE 6 M g MEND 0 20 40 • S S SE I 0 wlgP - w18P wlg�' I _ L J 1 �, _ I � I 0) 1 =20 C� r,, I I o I 1116) . o O N U � (n ?>> + SEE SHEET C12 I = Cn I GRAVEL GRAVEL F- `� , OOD WALL I o W z .� .H T' W W N 5 W ° N "+ + 2 6 + + + + + Q W,� �— -- - -- -�- - I];-_ -- -- -- -- - -- - -- -- -- - > � W El — O' 00 WOOD WALL � Q LO fr Q �r W W GRAVFI W 6" CL WW U) UJ W W 0. W 206 LF " CL -52 Dl POLY RAP 6' 0'f 245 (AB) 7.0� W W C/) C/) +o0 7 +00 SW 3RD PL . o W ASPHALT � U W � DWAY SS H A –10 I - � Z 2 Qz_$3_� SSH E 4 8 00 ") — co J w 48"0 0 W (n L0 G J 1 1 /4" IP GAS G G G G G iww 2" IP GAS W W 0 294 LF 8" CL -52 POL — co I N TX. STA. 7 +21.00 SIN 3RD PL. _ � - U J STA. 6 +54.00 STEVENS AVE. SIN 5 � I'll 00 I � 0 N 178098.59 E 1295417.34 CONC. WALK Z U � +� °° STA. 9 +34.2, 16.8' RT W Q °� �'' T CO � STA. 7+ 61.5 11.4 R T 6 + LO N cV cy SEE SHEET C 12 (1) 8 "x6 " TEE (FLxFL) LO + + + I (1) 8x6 " TEE (MJxFL) 2 W Q L' `O `O � (1) 6" G (FLxMJ) • (1) 8�� FLxMJ ADAPTER W (1) FIRE HYDRANT ASSEMBLY 8„ G V (FLxMJ) t(l) ()1 6 G V (FL xMJ ) I PORCH o I 1 FIRE HYDRANT ASSEMBLY Y I w I z S� F� S� F�. O NSE g�S 2ND I SE- -7.2 �N �•,�g N� N g �N� S� �� � /1P EM 1 M � E B PS� 5/8" CIO 5 8" w Ig PS M SE813 4 w l 0 I I N_o G G � �1g M�N� I Z I F_ Q w 0 O 0 220 co 220 N NO TES CN Q0 00 C3 WA TER NO TES: 270 �0 1 4'f COVER TYPICAL. 3' COVER MINIMUM. co 2 REMOVE AND SALVAGE EXISTING FIRE H YDRAN T. 5 3/4" WA TER SER VICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO 190 190 CUS TOMER PRI VA TE SERVICE LINE. 6 CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VA VES) SEWER NO TES. No (�)REMOVE EXISTING SANITARY SEWER MANHOLE AND REPLA CE 170 170 WITH NEW SANITARY SEWER CO 00 MANHOLE. 50 6 " P VC SIDE SEWER STUB ON (TYPICAL). 160 Cn ............................. ....................................... ....................................... ....................................... ............... ....................... ......... AS —BOIL T DRAWINGS HAVE BEEN PREPARED FOR A S– BOIL T RECORD BASED ON I NFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY 6+00 7+00 8+00 9+00 10+00 THE ENGINEER. o VWWE-), SURVEYED: SCALE: DATE: ,p, VERTICAL: NAVD 1988 CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 / / EXISTING UTILITIES ARE SHOWN FOR �� %/,moo], 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 )P=20' HORIZONTAL: NAD 1983/1991 ONE CA L L REFERENCE ONLY. CONTRACTOR -� DESIGNED: AW, JH ti o 3 AS -BUILT INFORMATION ADDED Aw 11/20/12 PLAN AND PROFILE: SW 3RD PL. FIELDBOOK: SHALL FIELD LOCATE ALL EXISTING �' .. z DRAWN: RENTON PAGE: 1-800-424-5555UTILITIES AW, JH ONE INCH STA 5 +25 TO STA 10 +25 DRAWING N0: A MINIMUM OF 48 HOURS Q 44863 CHECKED: w � Rio ' AG DC Aw JH AT FULL SCALE Planning /Building /Public Works Dept. C 8 Z PRIOR TO CONSTRUCTION. �SS�ONAL ��G NO. REVISION BY DATE APPR C NOT ONE INCH J APPROVED: SCALE ACCORDINGLY RECORD DRAWING/AS—BUILT SHEET: OF: W - 3082 AG, DC, LH 11 32 SW 3RD PL. .�. .� � � 270 � � W v 200 200 • —_____ . ___ EXISTING GRADE ---- - --- ©� ROAD – 2 DI POL Y R P • L 8 CL 5 • 780 780 : 245 �° VC ©��� w w((y�r�� 760 . ...W.. C6 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 96030 JUANITA- WOOD /NVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 w w w . � 7 50 �, I 7 50 740 740 CIO I SEE SHEET C15 ( D m • I m 0 CY) mm r I I Q r ■ 1` I -r l, , J 4 0 J NEs�-E CO3 go- SEZ N FL I 5 $„ G �N \A _ r I J 1 6 � INs�# oC 5/8" C1. E PS�M ° wig , W o �2� 0 20 40 > Z I 60$ g Q NSA FL00 ENS 0 I � m �s gPSEM �O T > M I z wl 1 =20 PORCH N U 0 INTX. STA. 13 +37.32 SIN 3RD PL. - co °o INTX. STA. 13 +41.00 S 3RD PL. _ Q U STA. 6 +58.64 EARLINGTON A VE. SW I +~ W Lo N 177905.27 STA. 6 +58.64 EARLINGTON AVE. SIN . I ,— w E 1296002.56 N l 77904.09 z LO rn Z Q I E 1296006.04 3 I W w W U ° O I Cr GPRPGE z Q = 0 5 w-- -- -- - - - -- "- -- - -- - -1 - �Cn WWAL *000 U) O TWALL ZNPNORP\ W W ■ LO ASPHAL W < W W W CL. I W W W W W W W �— ► 294 �AB) 4.7i \ 2 SSMH E -2 O 11 � oo 0 12+ o SW 3RD L. 13+ 00 � 2 14+ oo 4870 � Z (n W I _ W SSMH E- 3 � 2 ASPHALT ROADWAY STA. 13+ 11.8, 16.4' RT 2 SSMH C -2 6 ASPHALT W 54 "o G LO (1) 8" 45 ° BEND (MJxMJ) 48" 0 W 0 G G 178 LF 8 CL-52 / L W 7 - - G 2" IP GAS (DEACT.) G G G U (n CONC. 326 L 8" CL 52 DI W/ POL YWRAP STA. 13 +68.4 8.4' RT CUR CUT 5 (1) 8'x6" TEE (MJxFL) Q 0 El c c (1) 6" GV (FLxMJ) CONC WALK z = — — -- -- -- — — -- -- -- -- -(I) FH ASSEMBLY -- -- Mg— w Pao — p 0JC7 C�J 1— °• X v SEE SHEET C15 W �k GROUP Q � STA. 13+ 19.8, 24.4' RT W wiRE k � x �, ° I W (1) 8 45 BEND (MJxMJ) I Q � SEE SHEET C 15 S (• : I W I Q� FL. 5/8" O a Z a 4a•6 #�0 B I + 0 �� =� SEM�N� ' Q � � � �{S� ��oOR � .�' bog ,,� 44 6 `N /g F F�. " �S g PS�M NsE # OOR V I 15 a NO FL �N NsE #r 6 I N O 1 So 0 PS�M I z E�-' e PsEME I � Q W 0 TES O� Q Q WA TER NO TES: N 1 3 CO VER MIN /MUM. (TYPICAL) CZ) 2 REMOVE AND SALVAGE EXISTING FIRE H YDRAN T. Lb QC 5 .3 WA TER SER VICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ON Q ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO C6 c6 CN Q CUS TOMER PRI VA TE SERVICE LINE. 6 CL OSE VA VE AND REMO VE EX. VAL VE BOX. (TYPICAL FOR ABANDONED VALVES) Lo OE Ljj SEWER NO TES: (�)REVOIVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER MANHOLE, C5 6" PVC SIDE SEWER STUB (TYPICAL). A S —BUIL T DRAWINGS HAVE BEEN PREPARED FOR A S- BUIL T RECORD BASED ON I NFORMA PON PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY 11+00 12+00 13+00 14+00 15+00 THE ENGINEER. O� p VWAS YC SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: vii "_20' HORIZONTAL: NAD 1983/1991 .► 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 EXISTING UTILITIES ARE SHOWN FOR Q? �,�c0], 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 1 —20 CITY OF — ONE CA L L REFERENCE ONLY. C 0 NTRACTO R �� ; _ A W AW, J H FIELDBOOK: N _ 0 3 AS BUILT INFORMATION ADDED 11/20/12 PLAN AND PROFILE. SW 3RD PL. PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: RENTON Aw, J STA 10 +25 TO STA 15 +25 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 44863 �, CHECKED: ONE INCH DRAWING N0: 6j PRIOR TO CONSTRUCTION. o�F�FCISTER AG Dc AW, JH AT FULL SCALE Planning /Building /Public works Dept. C9 z S`s� ��G ' ' SCALE ACCORDINGLY SHEET: OF: 4NAL N 0 . REVISION BY DATE A P P R APPROVED: IF NOT ONE INCH J AG, DC, �H RECORD DRAWING/AS-BUILT , 12 32 4 - 3082 m • SW 3RD PL. 200 --� � X90 � '�' � •_ � �z w � �Z . �a � .�rn.o?;? o.° "'. moo . . m.m . 790 � � W W cv a0 (� l80 .2 : : : : : : : : � coo. v � '��' cfl �'C° � II � �80 � %O ----- --�_ EXISTING: GRADE ? � - ? � `� II � W � � 7O . .--- -- ROAD Z. Q � � CIO AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 . . � 60 � 2�LF 8�. l,�C � �� Dl .w .POLY � 2 � 60 . . 178LF8 "CL -52 D1 . W/ POL YWRAP X50 � . . . X50 rn � . � . . . . . . . 740 X40 �W . . . . X30 ............................. � ........ ............................... ........ ............................... ........ ............................... ........ ............................... ......... X30 X20 X20 N CIO SEE SHEET C17 CD , CY) N fl, 023 L, 0 ,1 1 f J 0255 I 50p L.�52.2 i I I NS FLpp N� � 1 (' '• �' r w i g Ps�M e �— � I I I I I 1 '^ Y 18 vJ Of 32 ,166 I I , 50.2 � < 1 0 20 40 N S, Flo EMEND 4 X151 9 NSA #LOpR ENS v, Q w8 p,S 52 � � 15 SEM � SE � ORE I w e P I � > � F�0 ENS I w 1 = 20 �S' SAM I 4 C C WALK Ld Q z F— SEME I I 3: cn Z I I INTX. STA. 19 +60.05 SW 3RD PL.= 1 CO : STA. 4 +30.02 STEVENS AVE. SW w E o co ao o r w 0 TES o V r P'G ao rn N o o N 177705.99 N CV o + 5 ° + + w _ _ _ _ _ WALL — 1 — — — o o E 1296592.54 ..� L Q' •� - - - - coNC� co c — — — — w A TER NOTES: W LO GANG °NG ASPHALT WALL c LL , � O T— OR\ OEZ\ DRIVE CONC W LK \ U 1 4'� COVER TYPICAL. 3' CO VER Ir yy WALL ■ � MINIMUM. < —17 W ASPHALT CONC ASPHALT 6 W W W W ASPHALT 5 3/4" WA TER SER VICE �--- (� 255 �A B W W ---------- 16 +00 +00 SW 3RD PL 3 18 0 J55 AB 4.2i REPLACEMENT PER STANDARD CE ui LF 8 P C ©� 19 +00 19 90 DETAIL 320.1. (TYPICAL FOR ASPHALT 3 G °NG w W 2 SSMH E -1 ►� = ALL SERVICES) CONNECT NEW "� METER SETTER AND NEW 429 LF 8" CL -52 Dl POL Y RAP ROADWAY W w G G G 3 — COPPER TAIL PIECE TO w GRAVEL PARKIN ``�" STA. 16 +54.0 7.9' RT G G G 2" sTw IP e S " H B 2 2 1 CUSTOMER PRI VA TE SERVICE V) 4 I ASPHAL LINE. (1) 8" GV (MJxMJ) ASPHALT "� m DRIVE 0 CL OSE VA VE AND REMO VE EX. w ANC VAL VE BOX. (TYPICAL FOR ALL EXTRUDED C ° ° O - - J - � - N i�$PMT - - - - - - - - - a DRIVE G° \vE �I I ABANDONED VA VES 3 OR Y ° O _ Z I G °NG SEE SHEET C 1 0 cc ALL . w " Go" 5 Z F— Q STA. 16+ 06.0 8.1' R T °R 1 v I SEWER NO TES: 1 8' x6 " TEE JxF Q M L I <> " cRA►� 1 Q RE 0 (1) 6 GV (FLxMJ) Dpp/ L W 3 O2 M VE EXISTING SANITARY Z 3 SEWER MANHOLE AND REPLACE (1) FH ASSEMBLY � I � W M N N z I 5�3 ,�2� wq<< WITH NEW SANITARY SEINER I W • I sE � oR MANHOLE. O "S� F�-° MEND I 1 A 8 PSE I = �, p L I 8 w a 6 p0R E A9 ,��6 I Q 1 (5 )6" PVC SIDE SEINER STUB 0 NSE FLOpR N� As, FL EMEND SE pR 1 (TYPICAL). I � E S 0 I �S EM P I N z PS � g � F �� wl S w1 �s eP50 6 co J I w I 353 L•122 � _ �S1 F PS�MEN I _ � � Q I I w rJJJ J.� J� • w � O� J 0 0 N OHP Q) co rjo t' r-, 11 co cc (q (N 14) Is-) Is-) r-, --i CN Ld IN GROUP (A 8) 6.0, Al ............................... .......... ....... .................. kz A S-BUIL T 710 ............................. . C0 710 DRAWINGS HAVE BEEN PREPARED FOR AS —BUIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 16+00 17+00 18+00 19+00 O� p �IWAsti� SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR �� 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL: NAD 1983/1991 C I TY 0 F 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R C AS- BUILT AW, J H FIELDBOOK: � _ 0 3 AS BUILT INFORMATION ADDED A 11/20/12 � PLAN AND PROFILE. SW 3RD PL. PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: _ RENTON 1-800-424-5555UTILITIES � � Aw, JH STA 15 +25 TO STA 20 +00 DRAWING NO: 6i A MINIMUM OF 48 HOURS 44863 ONE INCH o��s FCI ER�O \�� CHECKED: DC, AW, JFi AT FULL SCALE fit/ �/ PRIOR TO CONSTRUCTION. /ST IF NOT ONE INCH Planning/Building/Public Bulldin Pubiic Works Dept. C 10 w`S�4NAL �� APPROVED: SCALE ACCORDINGLY LL_ NO. REVISION BY DATE APPR RECORD DRAWING/AS—BUILT SHEET: OF: 3082 AG, DC, LH 13 32 SW 3'RD PL. . . . 7 80 ............................. ........ ...........:.........:......... ........ .:.........:.........:......... ........ .:.........:.........:......... ........ ...........:.........:......... 780 m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..�. Q .......................... ........ ............................... ....................�..... m .....��p.. 760 --� -LF P EXISTING GRADE + � z l4O � VC © � ©� ROAD � � W W W Z W v l4O 429 � LF - -- --.- -- . 8„ CL . POLY RAP P. AS- BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS INFORMATION TO THESE PLANS. FOURInc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NVILLE WAY NE BOTHELL, WASHINGTON 98019 (425)775 -4581 * (206)362- 4244 '' FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 2 X30 � X30 . o0 : 2z�'z LF 8 5 PVC ©�--� . . .� .� . . . . +� . . N . 700 ;W � 700 AS- BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS INFORMATION TO THESE PLANS. FOURInc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NVILLE WAY NE BOTHELL, WASHINGTON 98019 (425)775 -4581 * (206)362- 4244 '' FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 CV 00 0 M SEE SHEET C3 I - 03 • \� 1 = 20 m m I � ��c�J� c�0 �\ 2c� I P, -.> �,w T Z �N_A 0 I i> �� C/) Lo A T IN TX. STA. 1+00 THOMAS AVE. S = STA. 11 +42.33 SIN 4TH PL. Q (n N 177572.52 z I— E 1295243.65 0 _ (n L0 Z I N WC) Z N c� c' [ C �, L6 vy w 00 ° CO a o L o O +� 5 y„ L — ry 0 N ° w 5 �_ 3ANG ° � T > I 1ldHdSV 177 c� Q Lm O I-, U SSMH j7fA - 48„ 7 G G G G I G G G O W 244 LF 8 PVC ® 7.20o"` w LO 6 249 (AB) 7.5% \SSMH #D -1 n � �� LF 8 PVC ®�'�� �.. W 1+ 0 EX. 4 "W TO BE ABANDONED 2 +00 THOMAS AVE. SW 3 +00 48 � 4 +00 250 AB) 11.4% 5 +00 o NO TES J I LO _ �- "� w A TER l POLY RAP � Q W NO TES: w w w w w w w w w w w W 1 3' COVER MINIMUM. T YPI CAL W ( ) Ln 0 C/) 5 3/4" WA TER SER VICE z REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR 'Q — — — — — — — — — — — — — — — — — — — — — — — — — — W ALL SERVICES CONNECT NEW � � 00 ) 3A180 o co METER SETTER AND NEW w w 3 � 11b'HdSV' + 00 00 '� COPPER TAIL PIECE TO STA. 0+89.6 1.5 R T �o Z N N , Lo = CUSTOMER PRl VA TE SERVICE Q (1) 12 X8 TAPPING TEE C3 D 1 (1) 8 "X8" TEE (MJXMJ) W LINE. to ,� ° (2) 8 G V (FLxMJ) 6 CL OSE AL E A D RE MO E X „ (� V v N M y E. CONNECT TO EX. 8 W. VAL VE BOX. TYPICAL FOR z NO STA. 3 +88.1, 7.8 RT F— ( O o (1) 8'x6" TEE (FLxFL) ABANDONED VAL I/ES) F— ° (1) 8„ G (FLxMJ) y 0 - Q 1 6 G V FLxMJ Z I p \\ (1) 8 FLxMJ ADAPTER W SEWER O TES: w � �. �r (1) FH ASSEMBLY � z . .J I N z � � QREMOVE EXISTING SANITARY �, -A 2 �� k SEWER MANHOLE AND REPLACE Q I ° I WITH NEW SANITARY SEWER W ANHOLE, 50 6" PVC SIDE SEWER STUB 0 (TYPICAL). CV60 iiiiiiiiillllllliiiiiloo LLJ Ai (::� CN n zi GROUP 750 2 750 wv 140 140 AS -BOIL T ORA WINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 1+00 2+ 00 3+ 00 4+00 5+ 00 OO V�qs YC SURVEYED: SCALE: y, HORIZONTAL NAD ;983%,99, •► 2009 EARLINGTON WATER & SEWER IMPROVEMENTS DA�10/02/09 EXISTING UTILITIES ARE SHOWN FOR Q-��, tic0], 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 1 -20 ► CITY OF ONE CA L L REFERENCE ONLY. CONTRACTOR �� . 0 3 AS —BUILT INFORMATION ADDED AW 11 /20/12 AW, J PLAN AND PROFILE: THOMAS AVE. SW FIELDBOOK: .� z / / DRAWN: � RENTON PAGE: SHALL FIELD LOCATE ALL EXISTING AW, J H STA 1 +00 TO STA 5 +50 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS �0 44863 �, CHECKED: ONE INCH DRAWING N0: w '`� �� AG, DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. C 1 1 Z PRIOR TO CONSTRUCTION. ASS / ONAL ��G NO. REVISION BY DATE A P P R APPROVED: C NOT ONE INCH SHEET: OF: SCALE ACCORDINGLY RECORD DRAWING/ASmBUILT J AG, DC, LH 14 32 W_ — 3082 .THOMAS AVE. SW_ 200 200 m moo 790 ° � it � 790 I CIO AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOODIN�VI�LLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206�� -��� N FAX(206)362 -3819 ��P�o B Y G4 PROJECT N0. 09 -4193 " J CO p0 2 � 70 UO � I ',yM ^J' 760 �� ....�?.. o� O Q�� ���Q � �j • � II � II co � v Q � ��� ..o .Ii.�� �►�.� � ........................ +�°0°0.00�NZ W v ..... ............................... EXISTING ©� .GRADE ROAD .. �............ POLY RAP � ................... . 760 V 249 .� � . . � X30 ......... ... .... ............................... ........ ............................... ........ ............................... ........ ............................... ................... Q 720 720 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOODIN�VI�LLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206�� -��� N FAX(206)362 -3819 ��P�o B Y G4 PROJECT N0. 09 -4193 N 00 O SEE SHEET C8 co "I, "�_ � \\ -fl, 0 0 76 T, L, 0 70 5 NN I ' Z I ,L , 0675 o� F— N I 0 20 40 100 L �, z 03 o �� \\ l I CIO I I Z �� \� N 30 N � » > � � �do + 1 =20 Z�� ��� �� I ti�� . I I � I I STA. 6 +81.6 8.1 f R T '� \ ``� Z �'- Cn (1) 8" 22 %2 ° BEND N S TA. 6+ 91.7, J. T -A r T� I ° -I-'--'A I I I o Cn 0 I (1) 8-' /2 BEND ■ '. Q — o z �-- IN TX. STA. 6 +54.00 THOMAS AVE. SIN- 1 1 1 I I W I I 'Q v z STA. 7 +21.00 SW 3RD PL. .10 � .� � � � � � � o 0o W w N 178098.59 o � ( Q ASPHALT � W E 1295417.34 � o � cfl � � � Q DRIVE + W C/) 0 C/) 5 -- -- -- _ - - _ -- -- - �I - ° -- z cn a_ W Q , – – – � > � I v � J LLJ O — SSMH D3 O fr Q Q _ _ _ _ _ _ _ _ ,�nd�� Cu 48 "0 r - � _ Q. = G G G U G G G 2 G t'_' -8- LF 8" PVC ®� -6-30 » 6 +00 251 (AB) 1.8% 350 (AB) 4.5% Q cr p o 7+ 00 8+ 00 THOMAS V. S W 9 00 ) 10 00 W L W � f �- + W , 2 SSMH D2 0 500 LF 8 CL - 52 DI POLY RAP 48"0 W U _ C� /"� � 8" WTR. � • W W W W W W 8" WTR. W W W � W � z W Q C Cn <1 5 °o N N Q c}- 0 LI.� STA. 6 +43.1, 7.9'RT L F— W (1) 8 "X8 " TEE (FL xFL) CO + Q Z (1) 8" FLxMJ ADAPTER ° I STA. 6 +79.3, 22.5RT — (2) 8" GV (FLxMJ) (1) STD. BLOW -OFF ASSY. I I 1 r,L , J ff I (1) 8 VERT. CROSS 1 ° z_ O _ \L GROUP U7 f �� ANC STA. 6 +59.6, 7.9 R T I o N oo (1) 8 XS TEE (FLxFL) 2 `A z (1) 8 FLxMJ ADAPTER w \\ N Q q � I I w 1 (2) 8" GV FLxMJ vU7NN �° � p � c� 1 (1) 8 VERT. 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YC SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR ��� %a 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL: NAD 1983/1991 CITY O E 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0/02/09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R ; � AS— BUILT W DESIGNED: AW' J H FIELDBOOK: N � 0 3 AS BUILT INFORMATION ADDED 11/20/12 PLAN AND PROFILE. THOMAS AVE. SW PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN. RENTON � � Aw, JH STA 5 +50 TO STA 10 +50 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 44863 ONE INCH DRAWING NO: O,n �F �O \� CHECKED: DC AW �JH AT FULL SCALE Planning /Building /Public Works Dept. C 12 W PRIOR TO CONSTRUCTION. Fss,�' ST E ��c, SCALE ACCORDINGLY INCH oNAL N0. REVISION BY DATE APPR APPROVED: RECORD DRAW1N_q/AS-BU1LT SHEET: OF: _J AG, DC, LH 15 32 W - 3082 L m � � w THOMAS AVE. 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O ,� ° 0 0 4.5 LINK 0 0� FIRE HYDRANT. a- w I,_, U ' SSMH D -4 2 SSMH D— 5 2 5O 6" P VC SIDE SEWER S TUB G 48 „� G GRAVEL G G 2' IP GAS I 48,1 5 3/4” WA TER SERVICE (TYPICAL). O C) c c 21 LF 8" P VC ©-9.� G G G REPLACEMEN T PER STANDARD W 1 A 9.4% I DETAIL 320.1. (TYPICAL FOR + W o 11+00 12 +0 13 +00 I 14 +00 14 +51 ALL SERVICES) CONNECT NEW METER SETTER AND NEW Q COPPER TAIL PIECE TO _ r = THOMAS AVE. SW CD 0 6 > CUS TOMER PRI VA TE SER VICE o LINE. 0 380 LF 8 CL-52 Dl POL Y R P o w Q W » W W W w W W W EX. 6 W EX 8" 6 CLOSE VALVE AND REMOVE EX. W VALVE BOX. TYPICAL FOR w (n ABANDONED VA VES) cn CONC. WALK z W � 4' WOOD co °+° + 2 Q z 6 ' z Iv) STA. 10+ 63.9, 9.6 R T � `dM I ao a —� (1) 8 "X6" TEE (FLxFL) GOOM w (1) 8" FLxMJ ADAPTER N ~ _ (1) 8" GV (FLxMJ) S TA. 13+ 74.8, 11.1 'R T 0 (1) 6 " G V (FLxMJ) 1 8"X6" TEE JxFL (M ) N 1 FIRE HYD AS I ��' N () ASSEMBLY 1 6 G F x -L CID z Q oo � (1) FIRE HYDRANT ASSEMBLY A � y O �� N 6 STA. 14 +32.9, 11.3RT (2) 8 TEE (MJxFL) (� �-A 2 (2) 8 :; G V (FL x0d) z ° I (2) 8„ G V (MJxMJ) Z (1) 8 VER T. CROSS MJxMJ _J ( ) D G7 : (2) 8» TRANSITION COUPLING I o Q (2) 8 SLEEVE W CONNEC T TO EX. 8 W O 0 N CN CN CO CD 00 00 low 0I 11 1000 Uj Lo CL-52'0 9 ITT L' GROUP co Z mom LQ LLJ milli A S-BUIL T DRA WINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY 770 770 THE ENGINEER. 11+00 12+00 1j+00 14+00 O� p vWAS�C SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR P�� %o� 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL NAD 1983/1991 C ITY 0 E 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 1 0 /O2 /O9 ONE CA L L. REFERENCE 0 N LY. C 0 NTRACTO R — DESIGNE AW, J H FIELDBOOK: _ 0 3 AS BUILT INFORMATION ADDED Aw 11/20/12 � PLAN AND PROFILE. THOMAS AVE. SW PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: RENTON 1-800-424-5555UTILITIES Aw, JH STA 10 +50 TO STA 14 +32.9 6i A MINIMUM OF 48 HOURS 44863 ONE INCH DRAWING N0: O,� �F �O \� CHECKED: DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. C 1 PRIOR TO CONSTRUCTION . �'s ST ER G IF NOT ONE INCH Z S�ONAL �� APPROVED: SCALE ACCORDINGLY NO. REVISION BY DATE APPR RECORD DRAWING/AS—BUILT SHEET: OF: AG, DC, LH 16 32 W_ — 3082 . m � :THOMAS :AVE. SW : : : .m � � � • 250 J � d- � cV ................... ........ ............................... ........ ............................... ........ ............................... ..... �.. � o.�N.� N........... 250 t� 240 ........ ............................... N.......................... ..... ;.� � .:......... 240 230 � . . . . . . : . . . . . . . . . : . . . . . . . . . . . . .EXISTING: GRADE 23O = � � ©� ROAD . : . a ................... ........ ............................... 220 w 270 _—_— CAB) ...............� .-----... ............................... ...........2�5....... � ......... .�- .....Q..................... 270 o � 200 � ►� `�' o� o X80 ........ ............................... ........ ............................... ........ ............................... ............................. o Q) AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOOD /NV/LLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 -4244 �' FAX(206)362- -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 RVM G4 PROJECT N0. 09 -4193 N 00 0 M N CC Ld U) Z C) LLB 0 ry \W 0 ^r L..L 2 Ir W 3: W U) 0 z Q w Q Z 0 F_ 0 Z Q W (3) 0 0 CV w M Q Z W J U- w� A-' O SEE SHEET C5 INTX. 1+00.00 EARLINGTON `A VC SW= STA. 35 +0347 SUNSET BL N 177373.21 � E 1295832.36 j I � x x Lx 1 �PL 2" IP GAS W v�\� O I % O `-A WARNING!!! OLYMPIC PIPELINE PRESSURIZED PETROLEUM. CONTRACTOR SHALL CON TA C T OL YMPIC PIPELINE A MINIMUM OF 48 HOURS PRIOR TO EXCA VA TION. OL YMPIC PIPELINE PERSONNEL SHALL BE ONSI TE AS REQUIRED DURING CONSTRUCTION. 5 T� x x 321 `� x x T 0 OD _ d OPL OPL G OPL G G 2+00 2,136 LF 8 P VC 3.5 0 260 (AB ) (ABL AVMaV02i 1lVHdSV ❑ ❑ ❑ -❑�j i QOOM ,9 I ° S . 1 +73.1, 6.4' RT Cn 6 (1) 8 "x6" TEE (MJxFL) SE SHEET 5 2_ (1) 6 G V (FLxMJ) ° - � n n (1) FIRE HYDRANT ASSEMBL Y_ ANII QOOM '9 N o v CP TA 0 u1 • ° I (.l� CP I - C.I .. -I 3AIN4 'ON00 3+ V A' N U O 0 D 0 D -C a ONIA8Vd + 1lVHdSV 2 SMH 11C 1 48"'o 0 0 OPL EARLINGTON AVE. SW o 0 0� 0 0 D11-1 m 00 r 0 D STA. 3 +64.0 5.8 R (1) 8" GV (MJXMJ) III � I I V �r� r�n —A NN I D D D r I O f�1 57) r,L, JJ 15 I �o • o �o +I �. ❑ + ❑ QOOM ,-v (l00M ,- ONIAWd 13AV80 \ ❑ ❑ ❑ ❑ G OPL OPL G 274(AB) SVO dI uZ 78.9 AB) G 4+ 7 .0f 472 LF 8" CL -52 Dl W1 POLY RAP OD W W X cr 3A 1 X10 zw i]VHdSV 0 cn W 0 I ABANDON EX. 611W I O � C- tin I O A �N I I I O 0 —20 40 -0 _ 1 "= 20' LLj Q Z p Z LO J T L OPL 0 G 2" IP GAS p 6 Q w ui o 0 W 6" WTR W O T + (n (0 W W h h 1 W I ,Z ���A z 03 -TA — I � � r I M Q� EARLINGTON AVE. SW m mm C � 140 ............. ........... ................ 740 CO • �� co ,• zwz vC��S.9 W : �W 1,30 ",1- �. .......................... ......... ....... I CO II II II v ° y'�� 1,30 ........ .. Q1) I I �. �. / NO TES :z CO 00 CID � II � � Ct Q WA TER NOTES: Cn 120 . ... ... ... ... .. .......................... .. .:. .1. .3' .COVER ly1l.NlM.UM.. (TYPICAL) . . 120 + o 2 REMOVE AND SALVAGE EXISTING EXISTING GRADE FIRE HYDRANT. 110 Q+ ��� C� :ROAD ° ................... ...........v�� ° . 5 3/� . . � � ......... WA TER .SER VICE . . REPLACEMENT PER STANDARD Q Q : : : DETAIL 320.1. TYPICAL FOR ZCn ?� (TYPICAL 00 — 472 LF 8" CL_52 DI POLY RAP ALL SERVICES) CONNECT NEW METER SETTER AND NEW Now COPPER TAIL PIECE TO L . . . . . . . . . ... . . . . . . . . ... .� -.- -. ... . . . . . . . . . . . . . . . . -256 LF g» J.-5X ................................................... P BC ®(AB) (A DATE BY 1 260 12 -3 -10 90 W ................ ....................... I ....................................... SEWER NO TES: 0 G4 PROJECT NO. 09 -4193 SANITARY SEWER MANHOLE, 80 2 REMOVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER �.� � ............. ............ ...................... .......... ............................... ................ 5O 6 ". RVC. SIDE SEWER .STUB . 70 A (TYPICAL). SO INSTALL 28 LF 8" PVC SEWER : A S —BOIL T 4, 70 ................................... o � :. :. :. DRAWINGS HAVE BEEN PREPARED FOR :. :. AS -BOIL T RECORD BASED ON INFORMA TION . . . INTX. 1+00.00 EARLINGTON `A VC SW= STA. 35 +0347 SUNSET BL N 177373.21 � E 1295832.36 j I � x x Lx 1 �PL 2" IP GAS W v�\� O I % O `-A WARNING!!! OLYMPIC PIPELINE PRESSURIZED PETROLEUM. CONTRACTOR SHALL CON TA C T OL YMPIC PIPELINE A MINIMUM OF 48 HOURS PRIOR TO EXCA VA TION. OL YMPIC PIPELINE PERSONNEL SHALL BE ONSI TE AS REQUIRED DURING CONSTRUCTION. 5 T� x x 321 `� x x T 0 OD _ d OPL OPL G OPL G G 2+00 2,136 LF 8 P VC 3.5 0 260 (AB ) (ABL AVMaV02i 1lVHdSV ❑ ❑ ❑ -❑�j i QOOM ,9 I ° S . 1 +73.1, 6.4' RT Cn 6 (1) 8 "x6" TEE (MJxFL) SE SHEET 5 2_ (1) 6 G V (FLxMJ) ° - � n n (1) FIRE HYDRANT ASSEMBL Y_ ANII QOOM '9 N o v CP TA 0 u1 • ° I (.l� CP I - C.I .. -I 3AIN4 'ON00 3+ V A' N U O 0 D 0 D -C a ONIA8Vd + 1lVHdSV 2 SMH 11C 1 48"'o 0 0 OPL EARLINGTON AVE. SW o 0 0� 0 0 D11-1 m 00 r 0 D STA. 3 +64.0 5.8 R (1) 8" GV (MJXMJ) III � I I V �r� r�n —A NN I D D D r I O f�1 57) r,L, JJ 15 I �o • o �o +I �. ❑ + ❑ QOOM ,-v (l00M ,- ONIAWd 13AV80 \ ❑ ❑ ❑ ❑ G OPL OPL G 274(AB) SVO dI uZ 78.9 AB) G 4+ 7 .0f 472 LF 8" CL -52 Dl W1 POLY RAP OD W W X cr 3A 1 X10 zw i]VHdSV 0 cn W 0 I ABANDON EX. 611W I O � C- tin I O A �N I I I O 0 —20 40 -0 _ 1 "= 20' LLj Q Z p Z LO J T L OPL 0 G 2" IP GAS p 6 Q w ui o 0 W 6" WTR W O T + (n (0 W W h h 1 W I ,Z ���A z 03 -TA — I � � r I M Q� EARLINGTON AVE. SW m mm C � 140 ............. ........... ................ 740 CO • �� co ,• zwz vC��S.9 W : �W 1,30 ",1- �. .......................... ......... ....... I CO II II II v ° y'�� 1,30 ........ .. Q1) I I �. �. / NO TES :z CO 00 CID � II � � Ct Q WA TER NOTES: Cn 120 . ... ... ... ... .. .......................... .. .:. .1. .3' .COVER ly1l.NlM.UM.. (TYPICAL) . . 120 + o 2 REMOVE AND SALVAGE EXISTING EXISTING GRADE FIRE HYDRANT. 110 Q+ ��� C� :ROAD ° ................... ...........v�� ° . 5 3/� . . � � ......... WA TER .SER VICE . . REPLACEMENT PER STANDARD Q Q : : : DETAIL 320.1. TYPICAL FOR ZCn ?� (TYPICAL 00 — 472 LF 8" CL_52 DI POLY RAP ALL SERVICES) CONNECT NEW METER SETTER AND NEW Now COPPER TAIL PIECE TO AS-BUI-LT__ . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . ... .� -.- -. ... . . . . . . . . . . . . . . . . -256 LF g» J.-5X ................................................... P BC ®(AB) (A DATE BY 1 260 12 -3 -10 90 ................ ....................... ......................................... ....................................... SEWER NO TES: 0 G4 PROJECT NO. 09 -4193 SANITARY SEWER MANHOLE, 80 2 REMOVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER �.� � ............. ............ ...................... .......... ............................... ................ 5O 6 ". RVC. SIDE SEWER .STUB . 70 (TYPICAL). SO INSTALL 28 LF 8" PVC SEWER : A S —BOIL T 70 ................................... I r< :. :. :. :. DRAWINGS HAVE BEEN PREPARED FOR :. :. AS -BOIL T RECORD BASED ON INFORMA TION . . . PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. AS-BUI-LT__ THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. GROUP Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOODINVILLE WAYNE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)3624244 * FAX(206)362 -3819 * www.GRP4.com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 ESZ ABANDONED VA DES) ........................... 90 SEWER NO TES: O1 CONNECT TO EXISTING G4 PROJECT NO. 09 -4193 CUSTOMER PRIVA -TE SER VICE... / v v LINE. 6�CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VA DES) ........................... 90 SEWER NO TES: O1 CONNECT TO EXISTING SANITARY SEWER MANHOLE, 80 2 REMOVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER MANHOLE. 5O 6 ". RVC. SIDE SEWER .STUB . 70 (TYPICAL). SO INSTALL 28 LF 8" PVC SEWER AND CONNECT TO EXISTING 0 U V) I �° SAN/ TAR Y SEWER MAIN. 6 0 7+00 + 00 J+00 4+00 5+00 ONE CALL 1-800-424 -� O, p V��S �C SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: �T ti% DESIGNED: 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL: NAD 1983/1991 Ak CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 :. 0 3 AS —BUILT INFORMATION ADDED AW 11/20/12 AW, J PLAN AND PROFILE: EARLINGTON AVE SW FIELDBOOK: DRAWN: � RENTON PAGE. �O 44863 <v� AW, J H ONE INCH STA 1 +00 TO STA 6 +00 DRAWING N0: ,n I O CHECKED: AT FULL SCALE C 1 4 AG, Dc, AW, JH Planning /Building /Public Works Dept. F F�' STERN � IF NOT ONE INCH SSA ONAL G NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: OF: AG, DC, LH RECORD DRAWING/A.S.R1111ILT I 32 3018121- N SEE SHEET 09 I� CD I I �� !! WARNING!!! co I I I IN TX. STA. 6 +58.64 EARLINGTON AVE SW= OL YMPIC PIPELINE PRESSURIZED STA. 13 +37.32 SIN 3RD PL. PETROLEUM. CONTRACTOR SHALL N I o 20 40 W N 177905.27 CONTACT OL YMPIC PIPELINE A MINIMUM c) 0 E 1296002.56 OF 48 HOURS PRIOR TO EXCA VA TION. 1 11= I OLYMPIC PIPELINE PERSONNEL SHALL BE » > C'7 INTX. STA. 6 +58.64 EARLINGTON AVE SIN= ONSI TE AS REQUIRED DURING 0 1 =20' � I STA. 13 +41.00 S 3RD PL. � � W I I I I ao + N 177904.09 CONSTRUCTION. 0 5 0 3n180 5 I �n O �' 3AIdG + (� o E 1296006.04 �; �. e,: N "'� + a0D + l�`dHdS`d 13t/HdS`d ^ � O O O -- -- -- _ I_ _ _ _ r cn �- w GRAVEL SSMH C2 2 c 01 7 �3n`dd0 3nI80 ■ w < ::::0 T U 48 "� - 3AI80 'ONOO 2 SMH C3 L� 'ON00 8 "0 > U r Q OPL OPL OPL OPL 0 L OPL OPL OPL OPL OP L z z G G G G G G z LIJ G S`d9 dl „Z z W p �, 6 4/9 AB 17.5% EARLINGTON AVE. SW � W w w Lu 0 O 11 W z F—' � I- IZ 2 Lij _ Cn + 00 ° 8+ 0 9+ 00 0 10+ Z C1 � 0 5 _ — 00 LF 8 L 52 Dl W POL YWRAP J Z W 0 Z W 0 =— W W W — W J SPHALT W W 10" WTR W W DRIVE W OC 3n1� U OC �3ne�° �3ne S TA. 6+ 34.3, 8.2' R T .�._... 4' CH. LINK 3AIdO Q 1 8 TEE (FL -oNOO _ _ _ _ _ _ _ _ _ _ _ _ _ W �J _ l�`dHdS`d _ _ _ a W Cr. (1) 8" FLxMJ ADAPTER r STA. 6 +49.5, 8.3' RT= ENO° 4' CH. �IK ° ° 0 0; CS �' c w 2 8" G FLx J `6 I` �' 6 () V ( M) 0) SIN 3RD PL. STA. 13 +45.8, 9.0 RT + + 3nia0 + 2 + + � (1) 8" TEE (FLxFL) l�`dHdSt1 STA. 9 +60.1, 8.9' RT w I I (1) 8" FLxMJ ADAPTER I () ( ) 3n100 oI 1 8 TEE FLxFL °NO3 2 8" G FLx J I " () V ( M) Z I . � � (2) 8 G V (FLxMJ) . N (1) 8 VERT. CROSS (FLxMJ) (1) 6" GV ( FLXMJ) z v Q NO TES w EARLINGTON AVE. SW WA TER NOTES. ~ 22 0 22 0 1 3' CO VER MINIMUM. (TYPICAL) Q.......... ............................... .......... ............................... .......... ............................... ......................... .......... ........... ............................... 2 2 REMO VE AND SAL VA GE EXI TING FIRE H YDRAN T. z 3/4" WA TER SER VICE I— 270 2 7 0 REPLACEMENT PER STANDARD V . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�� . .�� . .. . . . . . . . . . ... DETAIL J20.1. TYPICAL FOR ALL SERVICES) CONNECT NEW z I I II METER SETTER AND NEW J : : : : : : : : : : : COPPER TAIL PIECE TO CUSTOMER PRI VA TE SERVICE Q 200 W W OHP / 200 LINE w................. ........... ............................... .......... ............................... ....................... ......... ..................... 6 CLOSE VALVE AND REMOVE EX. � �m N r\ EXISTING GRADE � � cv / m mQ VALVE BOX. TYPICAL FOR CC) Z J m -� o o ©� ROAD Q ABANDONED VA VES) u7 0 N 790 Q� �� J���zz ° ,�� 790 Wes. �°� �. Arno - ............. ............. ... ............................... .. m N �'�' �' r . N 11 -�� J �? N SEWER NO TES. Its 06 cn ao I z / P : N N QREMOVE EXISTING SANITARY rs SEWER MANHOLE AND REPLACE c° I U 11 �I 11 �� ° .52 D1 �/ 1 . z w WITH NEW SANITARY SEWER 180 ................... Q �. Q �. z �� .. ..� .... . o MANHOLE. �..�.�. 1. �� 5pp�. :. :. :. :. :. : " 0 Q 00 00 00 P �/( 11:5 % '� v 5 6 " PVC SIDE SEWER STUB Q Q cn cn w W W z �, : LF (AB) ° it (TYPICAL). 419. ,x Q ao 770 2 �� °0 WzW 770 ...................... ............. ......... ... ........... ............................... ........................ ................. ........... ............................... �-- + 7 60 o 760 ........... /. °.... .... ........ ........ ............................... .......... ............................... ....................... ................ ........... ............................... ° . . . . . . . . . 750 150 ........... ........................ ............................... ..... 740 JI . . . . . W �. J W . . . ... . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . O Q_ �O CL 730 ? ............... .... ............................... .......... ............................... .......... ............................... ... ............................... GROUP �... m. A S-BUIL T CO + � �. DRA WINGS HAVE BEEN PREPARED FOR 7 2 0 �O � �O A S— BOIL T RECORD BASED ON INFORMATION TION . . . . . . . �. . . . . . ; .I .. . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . . . . ... . . . . . .. . Q PROVIDED BY THE CON TRA C TOR AND GROUP : FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. . . . . . 770 7+00 8+00 9+00 10+00 p VAS YC SURVEYED: SCALE: VERTICAL: NAVD 1988 �a y,�j, _ »_ , HORIZONTAL. 1983/1991 ,► 2009 EARLINGTON WATER & SEWER IMPROVEMENTS DA�10 /02/09 EXISTING UTILITIES ARE SHOWN FOR Q` �, 2 AS BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 1 -20 ��► CITY OF ONE CA L L REFERENCE ONLY. CONTRACTOR �� : 3 AS —BUILT INFORMATION ADDED AW 11 /20/12 AW, J PLAN AND PROFILE: EARLINGTON AVE. SW FIELDBOOK: N -- z / / DRAWN: - RENTON PAGE: 1-800-424-5555UTILITIES S HALL FIELD LOCATE ALL EXISTING AW, J H ONE INCH STA 6 +00 TO STA 11 +00 A MINIMUM OF 48 HOURS Q 44863 �v� CHECKED: DRAWING N0: � �o ��' AG Dc AW, JH AT FULL SCALE Planning /Building /Public Works Dept. C 15 IF NOT ONE INCH Z PRIOR TO CONSTRUCTION. FSS� ONAL ECG N 0 . REVISION BY DATE A P P R SCALE ACCORDINGLY J APPROVED: DC LH RECORD DRAWING/AS-BUILT SHEET: OF: 18 32 3082 LL. AS —BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. Inc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN /TA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)775 -4581 * (206)362 - 4244 '" FAX(206)362 -3819 �' www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 ESZ G4 PROJECT N0. 09 -4193 N I CIO o N N �y O M �' CV I r O cc , �. 0 20 40 �!! G!�� AR I L I W N N z CO 1- w OL YMPIC PIPELINE PRESSURIZED Q_D J 00 1 20' PETROLEUM. CONTRACTOR SHALL IN TX. STA. 13 +35.89 EARLINGTON A VE SW I 0 I CON TACT OL YMPIC PIPELINE A MINIMUM CL SW LANGSTON BLVD. Q �' OF 48 HOURS PRIOR TO EXCA VA TION. J a° OL YMPIC PIPELINE PERSONNEL SHALL BE N 1 9621 .2 r z E 1296219.22 N ONSI TE AS REQUIRED DURING CONSTRUCTION. ; O I N W (D 3nl�a co' 00 3AI80 5 � o Q + + ilVHdSV 0 + l�VHdSV Z E 3 w W J LO v° O T r OPL OPL G > / 0 w G G 2" IP AS G G OPL EARLINGTON AVE. SW CL o w 00 12 +0o 13 +00 1 + 9 z"8l LF 8" P VC @ 1.8q' y -� + �dnnado� t0 l�VHdSV SSMH C5 2 0 , 204 (AB) 4. 7� 2 SS C4 � cc IZ46 r 48"0 ,� 48 „0 03 `N LF CL-52 Dl POLY RAP I 7v1 >( W T w / �'� I■ w w w w w w uj W Q VJ Cf) -- — — -- -- 6 � NO TES Q ° �'' CONC. STA. 13 +46.3, 10. 1 ' RT o i WA TER NO TES. • SEWER NO TES: z 'It �! m + STA. 12 +90.6, 11.3 RT (1) 8 TEE (FLxFL) C16 D2 m N (1) 8» TEE (MJXFL) (3) 8 G V (FL xMJ) 1 3' COVER MINIMUM. REMOVE EXISTING SA l TA R Y Q r 1 6 G V FLxMJ 2 8 TRANSITION COUPLING 0 VE M N MUM. (TYPI CAL) 20 N w 0 5 (> ( ) O SEWER MANHOLE AND REPLACE oC I I (1) FH ASSEMBLY (1) 8 VER T. CROSS (MJxMJ) W _ I N CONNECT TO EX 8 "W 5 3/4" WA TER SER VICE WITH NEW SANITARY SEWER CONCRETE - REPLACEMENT PER STANDARD MANHOLE. Q zo WALL DETAIL 320.1. (TYPICAL FOR „ 5 6 P VC SIDE SEWER STUB I I ALL SERVICES) CONNECT NEW O y t2"191 W LANDSCAPE METER SETTER AND NEW (TYPICAL). z U � WALL (TYP) COPPER TAIL PIECE TO W N N I v Z CUS TOMER PRI VA TE SER VICE 0 �� I �� L-- I m LINE. i W m �� N I rn _ _ .. ? 6 CL OSE VA VE AND REMO VE EX. Z VALVE BOX. (TYPICAL FOR 0' ' I _ ABANDONED VA VES) z z 0 m I rn m D D r p W V 0 0 N 00 co Lo Lo or- - Al ................. ........ ........ _�t Ln - --------- In AS -BOIL T DRAWINGS WINGS HA VE BEEN PREPARED FOR AS —BUIL T RECORD BASED ON INFORMA PON Cr PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 12+00 13+ 00 Off- V. yc SURVEYED: SCALE: DATE: ,p. VERTICAL: NAVD X3/ CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS / / EXISTING UTILITIES ARE SHOWN FOR �� %co], 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL: NAD 1983/1991 10 02 09 ONE CA L L REFERENCE ONLY. CONTRACTOR tiQ 0 3 AS -BUILT INFORMATION ADDED A 11 /20/12 DESIGNED: Aw, J PLAN AND PROFILE: EARLINGTON AVE. SW FIELDBOOK: N -- Z / / DRAWN: RENTON PAGE: SHALL FIELD LOCATE ALL EXISTING AW, J STA 11 +00 TO STA 13 +46.3 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS �0 44863 �/� CHECKED: ONE INCH DRAWING N0: 'Qc� Rio ��' AG Dc Aw J AT FULL SCALE Planning /Building /Public Works Dept. C 16 PRIOR TO CONSTRUCTION. ass ��sTE �G > > ' IF NOT ONE INCH 4NAL E NO. REVISION BY DATE A P P R APPROVED: DC LH SCALE ACCORDINGLY RECORD DRAWINPIASmBUILT SHEET: OF: 19 32 3082 Q EARLINGTON AVE. SW .Q m Q 240 �� 240 .zwZ Co rn�' I � Q � • ^N ..zwW W 230 ;' • �; � s ...... ......................... ........ ....... .I . '� (.:3). � ..... ...... ........ 230 ^ z � �=' z W v EXISTING GRADE � Q � ao ao as � 220 2 ®��ROAD . . . . . . . .�� 220 270 270 AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. FOURInc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN /TA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 9809 9 (425)775 -4581 * (206)3fi2- -4244 '" FAX(206)362 -3819 www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 ESZ G4 PROJECT N0. 09 -4193 . .:. .:. .246 L f- 8» ... .:. CL =52 Dl W� POL yV{/RAP . 0 .:. . �. . 8"..PVG Cs� �q 204 (AB) 4.7� - 200 ^ 790 780 z ........... �'. �' W 780 ............................... � ... ....................... X70 � � X70 Q AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS -BUILT INFORMATION TO THESE PLANS. FOURInc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUAN /TA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 9809 9 (425)775 -4581 * (206)3fi2- -4244 '" FAX(206)362 -3819 www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 ESZ G4 PROJECT N0. 09 -4193 Ld Q z C) ry a_ w Q Z w _J L� CV 00 0 N cr otloi-O Z W 2 W 0 d. W 3: W D Z a o� w Q z O 0 z J Q W O O N 2 +00 ,&��- 3 +00 ONE CALL REFERENCETION Y ARE CONTRACTOR OR 1-800-424-5555UTILITIES IELD A MN�MUM OFL48XIHOURS I PRIOR TO CONSTRUCTION. \� V. wEy� �p� of WAS,y� 2 AS —BUILT INFORMATION ADDED tiQ 0 3 AS —BUILT INFORMATION ADDED z p„ 44863 <v� cSS�4NAL'E�G` I N0. i REVISION SEE SHEET C10 4 +00 SURVEYED: RVM /EZ 12/06/10 VB DESIGNED: AW 11/20/12 AW, J H DRAWN: AW, J CHECKED: AG, DC, AW, JH BY DATE AP P R APPROVED: - AG, DC, LH SCALE: 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 5+00 VERTICAL: NAVD CITY OF HORIZONTAL: NAD 1983/83/ 1991 �I RENTON Planning /Building /Public Works Dept. 0� w C/) z w w 00 � U ow ow cfl = < w U) C/) W 00w 0 20 40 1 " =20' OTES WA TER NO TES: 3' COVER MINIMUM. (TYPICAL) 2�REMOVE AND SALVAGE EXISTING FIRE HYDRANT. 5� 3�4" WATER SERVICE REPLACEMENT PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE. 6� CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR ABANDONED VA DES) SEWER NO TES: (DCONNECT TO EXISTING SANITARY SEWER MANHOLE. (2)REMOVE EXISTING SANITARY SEWER MANHOLE AND REPLACE WITH NEW SANITARY SEWER MANHOLE. 50 6" PVC SIDE SEWER STUB (TYPICAL). (83 INSTALL 34 LF 8" PVC SEWER AND CONNECT TO EXISTING SEWER. FI] REMOTE AND REPLACE TRAFFIC SENSOR LOOPS AND CONNECTIONS. AS -BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS —BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying Civil Engineering Land Use Planning Biological Sciences 16030 JUANITA- WOODINVILLE WAY NE BOTHELL, WASHINGTON 98091 (425)7754581 * (206)3624244 * FAX(206)362 -3819 * www. GRP4. com No. REVISION DATE BY 1 AS- BUILTS 12 -3 -10 ESZ G4 PROJECT NO. 09 -4193 DATE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FlELDBOOK: STA 1 +00 TO STA 6 +00 PAGE: DRAWING N0: C17 RECORD DRAWING/ASmBUILT SHEET: 20 OF: 32 Vi- 310812 C\j CIO C) C0 C\j I U) m W C/) LIJ : _fl, 0277 I I N I ,y 03 ��� -5, 4— UV A 03 STA. 7+81.8, 8.6' L T (1) 87 x 6 '" TEE (FLxFL) 8" FLxMJ ADAPTER (1) (1) 8" GV (FLxULI) I N (1) 6" GV (FLx0,1) (1) FH ASSEUBLY \j_ 2 -A + + 5 T 72 z _01 00 0 T.'GRAYEL. 2" PE IP )p GRAVE GRAVEL I G Oil, • V1121 I ... w CONC ASPHALT DRIVE a 111 .. J' RT 8 i1j, CL – 52 IDI-)Mn 48"0 153 (AB) 1.2% 9+6 5e L F 8 " P VC © ".'gop" STEVENS AVE. SW w w ---IASPHALT I UL I Lw QD Q:) CONC 4WALK 0 0 I rf, C') Q (5) 0 IN TX. 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(z k 0) ot II w 0) LQJ co + 0) 0 () �� k Z Z co Z () C) w- ::�i LIJ CID C� Qj Li-i 2 2 140 . .. . . . . . . . . . . ... . . . . . . . Al 2 740 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE -------- ROAD 0 7,30 730 Y AP 79 C ? - 6.6,%- 120 . . f1 56 -3 LF 8 " P. BV C ) ©17-,' . _ % 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (A . . . .2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 720 NO TES v SEWER -q WA TER A/ 0 TES.• (�_T 9 AInTF rn -4-1 C6 J' COVER MINIMUM. (TYPICAL) QREVOW EXISTING SANITARY Co W co 110 SEWER MANHOLE AND *REPLACE + + �t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . C) WITH'NEWSAN/ TAP Y SEWER' . . . . . .. Z REMOVE AND SAL VA GE EXISTING MANHOLE, FIRE HYDRANT. (n O5Cn 6" PV SIDE SEWER STUB - 314 " WA TER SER VICE (TYPICAL). 700 REPLACEMENT PER STANDARD REPLACEMENT ....................................... ....................................... ................ ...................... ........................... DETAIL 320.4. (TYPICAL FOR . ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO Q) CUSTOMER PRIVATE SERVICE 90 ............. LINE ........................ ....................................... ....................................... ....................................... ........................... Q. co CL OSE VA L VE AND REMO VE EX. VALVE BOX. -(TYPICAL FOR ABANDONED: VA L VES) 80 ONE CALL 1-800-424-5555 LLI Z Ld I U- 7+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <2 \14 \/ - & WAS z 44863 -0-��NAtRE: 8+00 2 AS-BUILT INFORMATION ADDED 3 AS-BUILT INFORMATION ADDED NO. REVISION SURVEYED: SCALE: RVM/EZ 12/06/10 VB 1 "=20' DESIGNED: AW 11/20/12 DRAWN: AW, J H AW, J H ONE INCH CHECKED: AT FULL SCALE AG, DC, AW, JH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, LH 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� Oil, • V1121 I ... w CONC ASPHALT DRIVE a 111 .. J' RT 8 i1j, CL – 52 IDI-)Mn 48"0 153 (AB) 1.2% 9+6 5e L F 8 " P VC © ".'gop" STEVENS AVE. SW w w ---IASPHALT I UL I Lw QD Q:) CONC 4WALK 0 0 I rf, C') Q (5) 0 IN TX. S TA. 11 + 04.75 S TE VEN A SW CL SW LANGSTON RD. • N 178344.21 STA. 9+68.8, 9.9' LT E 1296811.45 (1) 8"45- BEND (Mixud) ♦ El STA. 9+82.1, J.J' RT E3 _ (1) 8**4 5 BEND (0JAWY) 7 0 POL YWRAP G .......... ..................... ; G G — V1 - . w w 10+00 —1 - W C 0 0 Io D z 10 U) Io 3 U) 10( 11+ +07_ Z C) m 000or 0 20 40 1 " =20' dd'. MALL (1) 8"45- BEND (UJxUJ) Q5 _q rs 0 CDCxDC0 8 Q) , 0 0 TA. 10+67.0, 2.8' RT < + > > + CONC _u D2)(1) 8" GV (FLxMd) Cc DRIVE 0 m I I 0 z > �18 (1) 8" VER T CROSS (MJxYJ) 0 I z W STA. 9+71.4, 14.121 RT (1) 8" TRANSITION COUPLING F— > Q U I (1) 8"45- BEND (MJxUJ) CONNEC T TO EX. 8"W r- T, L, 0 0 0 cu 0 CA ilen Z CP 03 -n I I _� 'Co 0 0 -7u) 00 �, A 03 13) CP L co 0 )3 0 03 0 00 CLAA z 0 oC I -A AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS –BUILT RECORD BASED ON INFORMA TION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. < T n n _10 W m II M < - m m '17- \,_K CD 1`0 QO In STEVENS AVE. SW ZK-C�\ C, L6 0 6� Ln 00 (0 C) Q) cr- Lf) k- \ZK QC) �0 CIO (-0 60 CT) QD (::� k- - C\j 760 cr_ �z CN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q0 U) 760 (b . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . cy) 6) -:S Qb �__N 0 cy) '% � 4 N) Q) 130 0-) r-- N 00 Lo (Z (N CK) 0) Q 1,-- 00 Lo - Loj 00 CN L'i L 1`4 Z 6s N Q) Lu LjJ QS (:��i n Lo (4) LLJ Z! Q v cis 750 CO L0 I �s �3. 750 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v - L6 Cq - ..k . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (z k 0) ot II w 0) LQJ co + 0) 0 () �� k Z Z co Z () C) w- ::�i LIJ CID C� Qj Li-i 2 2 140 . .. . . . . . . . . . . ... . . . . . . . Al 2 740 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE -------- ROAD 0 7,30 730 Y AP 79 C ? - 6.6,%- 120 . . f1 56 -3 LF 8 " P. BV C ) ©17-,' . _ % 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (A . . . .2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 720 NO TES v SEWER -q WA TER A/ 0 TES.• (�_T 9 AInTF rn -4-1 C6 J' COVER MINIMUM. (TYPICAL) QREVOW EXISTING SANITARY Co W co 110 SEWER MANHOLE AND *REPLACE + + �t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . C) WITH'NEWSAN/ TAP Y SEWER' . . . . . .. Z REMOVE AND SAL VA GE EXISTING MANHOLE, FIRE HYDRANT. (n O5Cn 6" PV SIDE SEWER STUB - 314 " WA TER SER VICE (TYPICAL). 700 REPLACEMENT PER STANDARD REPLACEMENT ....................................... ....................................... ................ ...................... ........................... DETAIL 320.4. (TYPICAL FOR . ALL SERVICES) CONNECT NEW METER SETTER AND NEW COPPER TAIL PIECE TO Q) CUSTOMER PRIVATE SERVICE 90 ............. LINE ........................ ....................................... ....................................... ....................................... ........................... Q. co CL OSE VA L VE AND REMO VE EX. VALVE BOX. -(TYPICAL FOR ABANDONED: VA L VES) 80 ONE CALL 1-800-424-5555 LLI Z Ld I U- 7+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <2 \14 \/ - & WAS z 44863 -0-��NAtRE: 8+00 2 AS-BUILT INFORMATION ADDED 3 AS-BUILT INFORMATION ADDED NO. REVISION SURVEYED: SCALE: RVM/EZ 12/06/10 VB 1 "=20' DESIGNED: AW 11/20/12 DRAWN: AW, J H AW, J H ONE INCH CHECKED: AT FULL SCALE AG, DC, AW, JH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, LH 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� ONE CALL 1-800-424-5555 LLI Z Ld I U- 7+00 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. <2 \14 \/ - & WAS z 44863 -0-��NAtRE: 8+00 2 AS-BUILT INFORMATION ADDED 3 AS-BUILT INFORMATION ADDED NO. REVISION SURVEYED: SCALE: RVM/EZ 12/06/10 VB 1 "=20' DESIGNED: AW 11/20/12 DRAWN: AW, J H AW, J H ONE INCH CHECKED: AT FULL SCALE AG, DC, AW, JH IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY AG, DC, LH 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� 10+ VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 A CITY OF mu R EN TON Planning/Building/Public Works Dept. AS--BUILT THESE CIVIL PLANS HAVE BEEN PREPARED BY CITY OF RENTON. HOWEVER, GROUP FOUR, INC. HAS ADDED AS—BUILT INFORMATION TO THESE PLANS. GROUP FOURInc. Land Surveying /I Civil Engineering Land Use Planning H Biological Sciences 16030 JUANITA-WOODINVILLE WAY NE BOTHELL, WASHINGTON 98011 (425)7754581 * (206)362-4244 * FAX(206)362-3819 * www.GRP4.com No. REVISION DATE BY AS-BUILTS 12-3-10 ESZ 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� 11+00 G4 PROJECT NO. 09-4193 DATE: 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 PLAN AND PROFILE: STEVENS AVE. SW FIELDBOOK: PAGE: STA 6+00 TO STA 11 +25 DRAWING Na: C18 RECORD DRAWING /AS -BUILT SHEET: 21 OF: 32 W -30g� N 00 O N I STA. 0 +89.5, 7.5' L T ao I CONNEC T TO EX. 8"W. ao (1) 8" TRANSITION COUPLING W OR SLEEVE R.R. TIE WALL R.R. TIE WALL (1) 8" CAP (MJ) CLOSE EX. GA TE VALVES l7i GJi AND REMOVE VALVE BOXES. (TYPICAL FOR ALL ABANDONED VALVES) r I r I REMO VE EX. FH. INSTALL TE PORAR Y 8" STA. 0 +89.5, 75' LT (TYPICAL) CAP (MJ) AND 2" Li CLOSE VAL �ES PRIOR TO CONNEC T TO EX. 8" Dl. BLOW-OFF A SSY. W/ Q PRESSURE TEST /NG — — REMOVE AND CAP EXISTING — — THRUST BLOCKING. z I— WATER LINE TYP. \ z (1) 8;$ SLEEVE W W Ld W 8" CAP (MJ) W/ TEMP. (1) 8 SPOOL ° 2" B. 0. AND BLOCKING ca r W v - - > SW 4TH PL. SW 4TH PL. INSTALL FINAL CONNECTION. O '-' � INSTALL SHACKLE RODS 1 8 SPOOL � I I FROM TEE TO BEND. (1) 8" SLEEVE a, EX. 8" PROP. 8 W EX. 8" PROP. 8 W JAI Alr' �0 SW 3RD PL. SW 3RD PL. � STA. 0 +89.5, EX. 12" W EX. 12 7.5' L T " W W _ CONNECT TO EX. 8" Dl. REMOVE AND CAP — LLI STA. 5 +67.3, 10.1 RT W > EXISTING WA TER LINE. > INSTALL ET TAP CD Q W (1) 8" SLEEVE CD (1) 12"x8" TAPPING TEE W/ � _ N THRUST BLOCK �_ N (1) 8" CAP (MJ) (1) 8 G (FLxMJ) z G W G W G DO NOT DISTURB EX. (1) 8" SPOOL THRUST BLOCK AND W (1) 8" 90° BEND W/ THRUST 0- o o BEARING SOIL. BLOCK o W W (1) 8" CAP (MJ) W cj_ QL_ TESTING DETAIL FINAL CONNECTION DETAIL TESTING DETAIL FINAL CONNECTION DETAIL Q z 1 CONNECTION DETAIL (__2 CONNECTION DETAIL O C7511 POWELL AVE. AT SW 3RD PL S TA. 5 +67 SW 4TH PLACE 40 I— SCALE: C-10 NOR TH SCALE: I"=10' NOR TH 0 z Q W U) O CLOSE EX. GA TE VAL VE uj INSTALL FINAL CONNECTION. O AND REMOVE VALVE BOX. W > (1) 8" SPOOL > CV TYPICAL FOR ALL I Q I Q ( (1) 8 SLEEVE ABANDONED VA VES) U) U) ICO Q I Q INSTALL TEMPORARY 8" CAP (MJ) AND 2 " BLOW OFF ASSY. W/ 0 THRUST BLOCKING. ° SW 4TH L. SW 4TH PL. 11 Or +IH EX. 8 "W EX. 8 "W EX. 12 " W EX. 12 W AND CAP EX. 12 "W (1) 12 "CAP WITH CONC. THRUST BLOCK STA. 11+48.2, 6.9' RT INSTALL WET TAP (1) 12-x8- TAPPING TEE W/ THRUST BL OCK (2) 8" G V (FLxMJ) TESTING DETAIL FINAL CONNECTION DETAIL 3 CONNECTION DETAIL �CJD�lS W 4TH PL AT THOMAS AVE. SW SCALE: 1 " =10' NOR TH AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORMATION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. O� p vW�WS�G' SURVEYED: SCALE: VERTICAL: NAVD 1988 DATE: EXISTING UTILITIES ARE SHOWN FOR �0 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " =20' HORIZONTAL NAD 1983/1991 �� CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R `� 2 DESIGNED: FIELDBOOK: : 0 3 AS —BUILT INFORMATION ADDED Aw 11/20/12 AW, JH � CONNECTION DETAILS PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: RENT 0 N 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS �0 44863 �� CHECKED: W,J H ONE INCH DRAWING N0: w '`� 'lc_ �� �� AG, DC, AW, JH AT FULL SCALE Planning /Building /Public Works Dept. DI Z PRIOR TO CONSTRUCTION. FSS/ ONAL ECG N O . REVISION BY DATE A P P R APPROVED: C NOT ONE INCH SHEET: OF: SCALE ACCORDINGLY RECORD DRAWING/AS=BUILT U- AG, DC, LH 22 32 3082 CV 00 O M N cr F_ _ 3: v ` STA. 14 +33.1 174' RT v � co ao REMO VE EX. 8' x8" CROSS AND co VALVES. S TA. 14+ 32.9 11.3' R T — — — (1) 8 " x8" TEE (MJxFL) W INSTALL TEMPORARY 8 �b l (1) 8 " (1) 8 GV (FLx J) — — — � C�j TEE (MJxFL) 0 Q' CAP (MJ) AND 2" Q' �' W CUT AND CAP EX. 6" (2) 8" GV (FLx0J) (1) 8" GV (MJx J) B D Q. �� BLOW OFF ASSY. V B �� �� Q (2) 8" SPOOL (2) 8" SLEEVE 0 Q PLACE TEMPORARY Q CONNEC T TOE 8" W ILA THRUST B (2) 8 TRANSITION COUPLING Q U) LOCKl N (1) 8" VER T. CROSS z CONNEC T TO EX. 8" W �- z w W 0 2 a- W (W -285) (W- -285 > 8" C.I. 8" C.I. O CUT AND CAP EXISTING 6 "W L-A EX' 6 W EX• 6 U) w PLACE TEMPORARY U) W o THRUST BLOCKING. SEE W > 0 STANDARD DETAIL 300.6. > STA. 14 +32.9 11.3 , RT T D Q (2) 8 SPOOL F �' P � T l / GE 0 CON V / OF GONG' P U) .. .. U) .. (.1). 8" SLE�yE . ED / EDGE , STA. 28+08.5. 26.8 R T � LANGSTON R D. � 0 W 2 8" 45° BENDS 2 SW 2 SW LANGSTON RD. �j (1) 8x6 REDUCER 2" 2 W UT AND CAP EX. 6 "W (1) 8" SLEEVE E— G F- G (n (1) 6" TRANSITION COUPLING „ CONNECT TO EX. 6" W WT F). (ABANDO ED ) w WT - (ABANDO ED ) w / Q S S UN SET gLVD • / SW SU NSE T BLVD' � CA v w w w �- �� W co _ _ I I �a0 W TESTING DETAIL FINAL CONNECTION DETAIL TESTING DETAIL FINAL CONNECTION DETAIL Q s (__5 CONNECTION DETAIL (___6 CONNECTION DETAIL z C6 D2 S W SUNSE T BL VD. A T S TE VEENS A VE. S W C IJ D2 THOMAS AVE. SW AT SW L A N GS TON RD. 0 SCALE.' I"=10' NOR TH SCALE.' I"=10' F-- NORTH 0 z � \ oC \ _ EX. 8 W (W -285 300 w ZONE) EX 8" W (W -285 — 300 w ZONE) Q W — _ _ _ W W (\I REMO VE EX. TEE AND VAL VES. REPLA CE W1 TH 8" D.I. PIPE AND COUPLINGS _' I SW LANGSTON RD. I SW LANGSTON RD. Sw LqN SVV LqN STA. 10 +77.1 2.7' RT GSTpN GSTpN RD. Rp. ,� (1) 8 �� G V (MJxMJ) (1) 8 » VER T. CROSS EX. 8 Cl EX. 8" Cl 2 8 SPOOL EX. 8" Cl EX. 8" C/ ( ) STA. 14 +32.9, 11.3' RT STA. 14 +32.9 11.3' RT (1) 8" SLEEVE (2) 8 (1) 8„ TEE (FLxFL) " SPOOL EX. 4 "W W G EX. 4 "W � (1) 8" TRANSITION COUPLING G (3) 8�� GV (FLxMJ) W/ THRUST BLOCK (1) 8 SLEEVE G — (W 1178) G CONNECT TO EX. 8 W (1) 8 VER T. CROSS 0 ._ (W 1178) (2) 8" SPOOL . Lu (2) 8" TRANSITION COUPLING PLACE TE PORARY M G G CONNEC T TO EX. 8 " W THRUS T BL OCKING. SEE STANDARD DETAIL 300.6. ��- PLACE TEMPORARY �- Q' THRUST BLOCKING. SEE P w W VN STANDARD DETAIL 300.6. C� W U) EX. 4" W W EX. 4" W Q CD � Q > o > Z z Q 0 Q 0 U) - �' — — cam• — U G U G W w CUT AND CAP z z > > EXISTING 6"W W -- W TESTING DETAIL FINAL CONNECTION DETAIL TESTING DETAIL FINAL CONNECTION DETAIL 7 CONNECTION DETAIL 8 CONNECTION DETAIL 1EARLINGTON AVE. SW AT SW LANGSTON RD. 118 D2 STEVENS AVE. SW AT SW LANGSTON RD. SCALE.' 1"-10' NOR TH SCALE.• I "_ 10' NOR TH AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 0�`� VAS YC'9 SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 EXISTING UTILITIES ARE SHOWN FOR �� 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 " -20' HORIZONTAL- NAD 1983/1991 CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 ONE CA L L REFERENCE ONLY. C 0 NTRACTO R C� - DESIGNED:AW, J H FIELDBOOK: co _ 0 3 AS BUILT INFORMATION ADDED AW 11/20/12 � CONNECTION DETAILS SHALL FIELD LOCATE ALL EXISTING DRAWN: _ RENTON PAGE: 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS Aw,J" ONE INCH DRAWING N0: O �S F�4/48 ER�� \��C/ CHECKED: DC Aw J" AT FULL SCALE g/ g/ t1 PRIOR TO CONSTRUCTION . ST c, > > > IF NOT ONE INCH Planning/Building/Public Buildin Public Works Dept. D2 w `S�ONAL �� APPROVED: SCALE ACCORDINGLY N0. REVISION BY DATE APPR RECORD DRAWING/AS-BUILT SHEET: OF: AG, DC, LH 23 32 4- - 3082 N 00 O M N 1 Ir L U) z �- F_ z C) W � c r G W 0 cr c� G W 3: W U) 0 z Q W Q z 0 C� Z J Q W 0) O O N w Q Z W U- uj J� W`I a �J ONE CALL 1-800-424-5555 REI.IO VE 8 POL YPIC AND REMOVE DEBRIS FROM SUMP. 3>:0 Lij cn — O F � Xxx INSERT 8" POL YPIG EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. F VWAS Y� �-� o cn Z p„ 44863 _ w F ER�v �� 2 FQ/ST ONA� ECG 2 AS -BUILT INFORMATION ADDED 3 AS -BUILT INFORMATION ADDED NO. REVISION POL YPIG �I I, DALE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 PIGGING PLAN FlELDBOOK: PAGE: DRAWING N0: D3 RECORD DRAWING/AS-BUILT SHEET: OF JL Zn Wl - 310 8 2 '1 SURVEYED: SCALE: q » I = 1 5 O VERTICAL: 1988 HORIZONTAL: NAD D1983/1991 "► CITY OF = RENTON Planning/Building/Public Works Dept. R VM /EZ 12/06/10 VB DESIGNED: AW, J H AW 11/20/12 DRAWN: AW,JH ONE INCH CHECKED: AG, DC, AW, JH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE AP P R APPROVED: AG, DC, LH �I I, DALE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 PIGGING PLAN FlELDBOOK: PAGE: DRAWING N0: D3 RECORD DRAWING/AS-BUILT SHEET: OF JL Zn Wl - 310 8 2 '1 C\j 00 C:) cy) CV I cr. F_ Ld c/) F_ z Lli w 0 W CONCRETE CURB AND 0 GUTTER, ASPHALT WEDGE 26' E—E (TYP.) CURB, OR PLAIN EDGE OF PAVEMENT TO MATCH EXISTING CONDITIONS. 3 OF 1/2 HOT MIX ASPHALT + + + + +. ° . W t. (J) + C() 00 W + + + + c/) + + + 0 REMAINING PORTION OF + QL-+ + 37± (TYP.) FOR .� .: _ -' z + + EXISTING PAVEMENT TO BE + WATER SERVICE. REMOVED FOR FINAL + + + + + ROADWAY RECONSTRUCTION. + + �1!1 + + +.. + + + + + + + .. , < SEWER TRENCH WATER TRENCH . + + + ++ Z . , + Z PAY LIMIT OF TRENCH PAY LIMIT OF TRENCH w + + + + +: 3: + + + + + z cl- . + + cl- + + C) + C) + + +Lel 0 6 CRUSHED SURFACING TOP COURSE LQ + + L-Li (3 + z + + + + + + + + + + +. TEMPORARY HMA + + < .++ "-"----TEMPORARY HMA PATCH ASPHALT CONCRETE PAVEMENT PATCH FOR SEWER + + + + FOR WATER LINE AND + + ++ . :• : LINE AND SIDE SEWER 0) RESTORATION DETAIL WATER SERVICE CD CONSTRUCTION. --q 7 + + :.:.* . CD CONSTRUCTION. + + c\l NTS + + 81+ (TYP.) + + 4% 6'+ (TYP.) NOTES: + + + + 4 + + + + 4 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND + + + + 4 % 4 TEMPORARILY PATCHED WITH ASPHALT AT END OF EACH WORK DAY. THIS + + + + 4 WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. + + + + + + + + 4 2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2) WEEKS OF FINAL + + + + 4 + + INSPECTION AND APPROVAL OF UTILITY INSTALLATION. 4. 3. FOLLOWING THE COMPLETION OF THE NEW WATER AND SEWER LINES AND ALL RELATED APPURTENANCES, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY TRENCH PATCHING FOR SANITARY SEWER, SIDE EXISTING ASPHALT AND SUBSTANDARD SUBGRADE MATERIALS AND REPLACE WITH 6" CRUSHED SURFACING TOP COURSE AND 4" OF HOT MIX ASPHALT SEWERS, WATER MAINS, AND WATER SERVICES CONCRETE PAVEMENT TO BE PLACED IN TWO (2) 2" LIFTS. NTS THE CONTRACTOR SHALL HAVE HIS SURVEYOR VERIFY THE ELEVATIONS OF THE EXISTING ROADWAY CENTERLINE, CROWN, AND EDGE OF PAVEMENTS TO ENSURE THAT THE ROADWAY CAN BE RECONSTRUCTED TO EXISTING GRADE. AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BOIL T RECORD BASED ON INFORUA TION PROVIDED BY THE CONTRACTOR AND GROUP FOUR,, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. YC SURVEYED: SCALE: DATE: & WA S VERTICAL: NAVD 1988 EXISTING UTILITIES ARE SHOWN FOR tol% ti /moo 2 AS-BUILT INFORMATION ADDED RVM/EZ 12/06/10 VB DESIGNED: 1 =30' HORIZONTAL: NAD 1983/1991 CITY O F 2009 EARLINGTON WATER & SEWER IMPROVEMENTS 10/02/09 i .1a 0 AW, J H FIELDBOOK; ONE CA L L REFERENCE ONLY. CONTRACTOR 0 3 AS-BUILT INFORMATION ADDED A W 11 /20/12 ROADWAY RESTORATION AND TESC PLAN PAGE: SHALL FIELD LOCATE ALL EXISTING DRAWN: AW, J H RENT 0 N DRAWING NO: "R ONE INCH I 1-800-424-5555UTILITIES A MINIMUM OF 48 HOURS 44863 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. AG, DC, AW, J H :2 QST� IF NOT ONE INCH ECI < PRIOR TO CONSTRUCTION. S/ APPROVED: SCALE ACCORDINGLY SHEET: OF: z ONAL NO. REVISION BY DATE APPR LLJ I w AG, DC, LH RECORD D RAWING/ASmBUILT 2_f 32 4- 3082 N 00 O M I rNI CV i cr Ld z F- �- Z C-) w 0 0 w 0 w 3: rw V , 0 z Q w Q z 0 C) z J Q w O 0 CV Ld Q z Lv J LL_ � �Yow SEE SHEET EC3 ...... a I I 1 p tD_ 1 I I 1 I 1 1 t� I a I I 1 p tD_ 1 I I 1 I 0s +0 - SV9 dl .Z - - - - 3 1 O pl p �T/ Y . 0 r Z,, co gpl_0 / J_ I I C. WAU I 3 ,VIO Il Y I I I W YNZ Y 00 ,G I,L _ y � to Q0 COW. WALL I �t I r rn I s U' CD CD I uQ I EXISTING C1 7-Y OF RN TO _ I SUR I/EY MONU Eli/ TO BE o Q RE - TAB E4 \ o. o. 6 p p_ G. P, m ® m . I ��00- l' _u rn 0 —o o — o -7 — — — — — — — C3 0 U I� = o \Q I O M"I / / err -IL / cn YZ ROADWAY RESTORATION AND TESC PLAN POWELL AVE SCALE: i " =30' 0 NOR rH OS p / I 0 / EXISTING Cl TYB�F REN TON / SURVEY MONUMENT TO BE / RE— ESTABLISHED IF / DISTURBED. / / / / SEE SHEET EC4 \ \ EXI S TING Cl T Y OF REN TON SURVEY MAIMEN T TO BE RE— ESTABLISHED. \ a ONE CALL 1-800-424-5555 \a EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. ROADWAY RESTORATION AND TESC PLAN �j SW 4TH PL. SCA L E: 1 "'-,30 �vWAS Y� fn +r Z 44863 FSS G /ST ��ONAL NOR TH I ADDED MONUMENT RE- ESTABLISH N O T AW 11112109 A G SURVEYED: 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 3 AS -BUILT INFORMATION ADDED AW 11/20/12 AW, J DRAWN: AW, J CHECKED: AG, DC, AW, J H 10. REVISION BY DATE APPR APPROVED: - AG, DC, LH SCALE: VERTICAL: 1988 1 "= 30 ' HORIZONTAL: NAD NAVD CITY 0 E RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N U w F_ w w z w w 0 PROPOSED PA VEMEN T RECONSTRUCTION AREA. ACTUAL L I MI TS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. lP FILTER FABRIC INLET PROTECTION. ROCK CHECK DAM. AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. DATE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FlELDBOOK: PAGE: DRAWING N0: EC2 RECORD DRAWING/ASmBUILT SHEET: 26 OF: 32 Wl - 310182 - M 0s +0 - SV9 dl .Z - - - - 3 1 O pl p �T/ Y . 0 r Z,, co gpl_0 / J_ I I C. WAU I 3 ,VIO Il Y I I I W YNZ Y 00 ,G I,L _ y � to Q0 COW. WALL I �t I r rn I s U' CD CD I uQ I EXISTING C1 7-Y OF RN TO _ I SUR I/EY MONU Eli/ TO BE o Q RE - TAB E4 \ o. o. 6 p p_ G. P, m ® m . I ��00- l' _u rn 0 —o o — o -7 — — — — — — — C3 0 U I� = o \Q I O M"I / / err -IL / cn YZ ROADWAY RESTORATION AND TESC PLAN POWELL AVE SCALE: i " =30' 0 NOR rH OS p / I 0 / EXISTING Cl TYB�F REN TON / SURVEY MONUMENT TO BE / RE— ESTABLISHED IF / DISTURBED. / / / / SEE SHEET EC4 \ \ EXI S TING Cl T Y OF REN TON SURVEY MAIMEN T TO BE RE— ESTABLISHED. \ a ONE CALL 1-800-424-5555 \a EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. ROADWAY RESTORATION AND TESC PLAN �j SW 4TH PL. SCA L E: 1 "'-,30 �vWAS Y� fn +r Z 44863 FSS G /ST ��ONAL NOR TH I ADDED MONUMENT RE- ESTABLISH N O T AW 11112109 A G SURVEYED: 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: 3 AS -BUILT INFORMATION ADDED AW 11/20/12 AW, J DRAWN: AW, J CHECKED: AG, DC, AW, J H 10. REVISION BY DATE APPR APPROVED: - AG, DC, LH SCALE: VERTICAL: 1988 1 "= 30 ' HORIZONTAL: NAD NAVD CITY 0 E RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N U w F_ w w z w w 0 PROPOSED PA VEMEN T RECONSTRUCTION AREA. ACTUAL L I MI TS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. lP FILTER FABRIC INLET PROTECTION. ROCK CHECK DAM. AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. DATE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FlELDBOOK: PAGE: DRAWING N0: EC2 RECORD DRAWING/ASmBUILT SHEET: 26 OF: 32 Wl - 310182 N Coo 0 M N I Ir w Q z F_ f— z Li w 0 CL w O w 3: ��w v! 0 z Q w Q z O F_ 0 z J a w (3) O O CV w Q z w J U w H W w z CD w w cn lCONC- WALK SEE SHEET EC5 I N 12g. I g PSEM�N� I Q I N ZO J I J I I UI GRAVEL I J v 3 CONC. 3 O • 0 DRIVE IP DRIVE � CON BLK. WAL Eij EP CONC. WALK 24P G S I I GRAVEL - - - - - - IP - DRIVE n DOM DO 1 ST FL. 9.6 W/ ENT I _ ROAD WA Y RES TORA PON AND TESC PLAN SW 4TH PL / SW SUNSET BL VD. SCALE: 7 " =30' NORTH 1T-4 3600 .. -'1 ' I 0 K moo/ �p�C YID / I rL, 17,30 I I LEGEND PROPOSED PA VEMEN T RECONS TRUC TION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDI TIONS lP FILTER FABRIC INLET PROTECTION. @___l ROCK CHECK DAM. SEE SHEET EC5 SEE SHEET EC6 l HSE # 361 O / \ HS/ # 371 / 1ST FLOOR EL. 108.2 wAC� a c' HSE # 620 / / / 1ST FLOOR EL. =111.6 BASEMENT 8' NO BASEMENT / `\ 1ST FLOOR EL. =102.1 � ' NO BASEMENT \ / / / , 2" PIPE FOR � o EATING OIL HSE. #408 1ST \ / H / FL. EL. =103.5 W/ Z� / \ / o� j 1' ° BASEMENT l\ GRA tt CONC kA DRIVE CC J \ \ h HSE #612 1ST FLOOR EL. =108.9 rQ \ W/ BASEMENT HSE # 532 / CONC l Q \ HSE # 604 1ST FLOOR EL. =109.9 DRIVE HSE. #632 1ST 1ST FLOOR EL.=109.6 W/ BASEMENT // °' / FL. EL. =102.2 W/ W / BASEMENT / HSE #524 o� BASEMENT / / HSE 440 / / 1ST FLOOR EL. =107.1 # /HSE # 520 3 / 1ST FLOOR EL. =94.0 W/ BASEMENT W/ BASEMENT D °o 1ST FLOOR EL. 105.4 0 W/ BASEMENT / 4" / MB \ ) MB �Q CONC Fj o I 0 I E I El E3 El CURB CUT : a : e WALK CONC.. WAiK 4 a. , a C�: 35+ ONE CALL 1-800-424-5555 0 0 3400 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. Lit EDGE OF CONC. ROADWAY II rZ 0 _- 0 2400 0 0 —I 33 +002 nn 31 3000 29 +00 SW SUNSET BLVD. / EDGE OF CONC. ROADWAY VIII•• - � -! ,a - e _ .. }'e - . .e -- • °. b 'e . CONC J 1, , Jld J 71, T1, J030 � ROAD WAY RES TORA PON AND TESC PLAN SW SUNSET BL VD. SCALE: I " =.30' O��p vWASyc9 2 AS —BUILT INFORMATION ADDED 0 3 AS —BUILT INFORMATION ADDED z 44863 <v� mss G / STER��G \� / ONAL N 0. REVISION I I rd I SURVEYED: RVM /EZ 12/06/10 VB DESIGNED: AW, J AW 11/20/12 DRAWN: AW, J H CHECKED: AG, DC, AW, J BY DATE AP P R APPROVED: AG, DC, LH I I I I r- L , JJJJ - � f L. JJ JJ J I ( rL, lJ l6 I I I I F� W E #,31 co Q co ( 9"? I NSE # 122 5 p8 15� F�. NSE #8 g W 12N NS 6 V_ c�1 EL E EN g PS M _, %1 PSEM sE #• p WI SEE SHEET EC5 I N 12g. I g PSEM�N� I Q I N ZO J I J I I UI GRAVEL I J v 3 CONC. 3 O • 0 DRIVE IP DRIVE � CON BLK. WAL Eij EP CONC. WALK 24P G S I I GRAVEL - - - - - - IP - DRIVE n DOM DO 1 ST FL. 9.6 W/ ENT I _ ROAD WA Y RES TORA PON AND TESC PLAN SW 4TH PL / SW SUNSET BL VD. SCALE: 7 " =30' NORTH 1T-4 3600 .. -'1 ' I 0 K moo/ �p�C YID / I rL, 17,30 I I LEGEND PROPOSED PA VEMEN T RECONS TRUC TION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDI TIONS lP FILTER FABRIC INLET PROTECTION. @___l ROCK CHECK DAM. SEE SHEET EC5 SEE SHEET EC6 l HSE # 361 O / \ HS/ # 371 / 1ST FLOOR EL. 108.2 wAC� a c' HSE # 620 / / / 1ST FLOOR EL. =111.6 BASEMENT 8' NO BASEMENT / `\ 1ST FLOOR EL. =102.1 � ' NO BASEMENT \ / / / , 2" PIPE FOR � o EATING OIL HSE. #408 1ST \ / H / FL. EL. =103.5 W/ Z� / \ / o� j 1' ° BASEMENT l\ GRA tt CONC kA DRIVE CC J \ \ h HSE #612 1ST FLOOR EL. =108.9 rQ \ W/ BASEMENT HSE # 532 / CONC l Q \ HSE # 604 1ST FLOOR EL. =109.9 DRIVE HSE. #632 1ST 1ST FLOOR EL.=109.6 W/ BASEMENT // °' / FL. EL. =102.2 W/ W / BASEMENT / HSE #524 o� BASEMENT / / HSE 440 / / 1ST FLOOR EL. =107.1 # /HSE # 520 3 / 1ST FLOOR EL. =94.0 W/ BASEMENT W/ BASEMENT D °o 1ST FLOOR EL. 105.4 0 W/ BASEMENT / 4" / MB \ ) MB �Q CONC Fj o I 0 I E I El E3 El CURB CUT : a : e WALK CONC.. WAiK 4 a. , a C�: 35+ ONE CALL 1-800-424-5555 0 0 3400 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. Lit EDGE OF CONC. ROADWAY II rZ 0 _- 0 2400 0 0 —I 33 +002 nn 31 3000 29 +00 SW SUNSET BLVD. / EDGE OF CONC. ROADWAY VIII•• - � -! ,a - e _ .. }'e - . .e -- • °. b 'e . CONC J 1, , Jld J 71, T1, J030 � ROAD WAY RES TORA PON AND TESC PLAN SW SUNSET BL VD. SCALE: I " =.30' O��p vWASyc9 2 AS —BUILT INFORMATION ADDED 0 3 AS —BUILT INFORMATION ADDED z 44863 <v� mss G / STER��G \� / ONAL N 0. REVISION SCALE: VERTICAL: NAVD C� / 1 " =30' HORIZONTAL: NAD 1983/83/ 1991 RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY % I I HJ-tfU, T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. DATE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FIELDBOOK: PAGE: DRAWING N0: EC3 RECORD DRAWING /AS —BUILT I SHE 27 OF: 32 v �Og2 _T SURVEYED: RVM /EZ 12/06/10 VB DESIGNED: AW, J AW 11/20/12 DRAWN: AW, J H CHECKED: AG, DC, AW, J BY DATE AP P R APPROVED: AG, DC, LH SCALE: VERTICAL: NAVD C� / 1 " =30' HORIZONTAL: NAD 1983/83/ 1991 RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY % I I HJ-tfU, T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. DATE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FIELDBOOK: PAGE: DRAWING N0: EC3 RECORD DRAWING /AS —BUILT I SHE 27 OF: 32 v �Og2 _T N 00 0 M N OC a �i Ld z F_ z w W 0 W 0 0. 2 It W W 0 z W F_ z 0 1 V z J W (3) O O CV 6j Q z w J i 3 I W -® _j O i I I I � 3 I a N 5/8' � O ®--- w 1 wpm" M • t1 SIM IIto 5/8' O I I� CONC. DRIVE �S� FL• NSE #�56 a NO I �g SEMEN I I I 71 06 -96 I I p D Z n IF • NSE o EXISTING Cl T Y OF REN TON SUR VEY MONUMEN T TO BE RE— ESTABLISHED. CH. LINK O O .. 3 I 15.E �08 3 NO T1, 0'35 NSE #�9a 5 Vr BPS�M�N� D/P �D_�__ I INSE_ #�g5.2 NO EgPSEMEN� TI 077 T I 0777 I I I /P 0 __ I I NSEiF993 9 NO HSE #982 � NO OPSEMEN� �� SEN'EN� I I T ► 0 770 : I I I I I I TL. 076 iMl u i� I T 1, 0'70 S FL• NSE #995.2 w r E� SEMEN I I '\51 28`' E BZOO, WI T I 0377 SEE SHEET FC.S T SURVEY MONUMENT TO BE RE— ESTABLISHED. �Q I I I : TL, 07-116 As, �. 4 ASS F� : NSE�05.2 NO NSA #fig 2 � ePSEMENj E� , PSEMEN 5 /8- 5 w Pa T-1 0733 EB : Ee SEMEN I I I 25 �B AMEN I � I I ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. SW 3RD PL. SCALE. 1 "=.30' vWASy� r�Q 0 V _ z 44863 ONALRE�G\ NOR TH #99� NO NSE 6 ADDED MONUMENT RE—ESTABLISH N 0 T AW 11112109 A G SURVEYED: SCALE: 1 " =30' : I RVM /EZ �S IHSE# DESIGNED: AW, J 3 94 5 NO AW 11/20/12 -� FL DRAWN: AW, J H ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ui 8P CHECKED: AG, DC, AW, J H o REVISION BY DATE AP P R I 6 I I T.► . 0i'60 'I lP x lP I lP I D/P �D_�__ I INSE_ #�g5.2 NO EgPSEMEN� TI 077 T I 0777 I I I /P 0 __ I I NSEiF993 9 NO HSE #982 � NO OPSEMEN� �� SEN'EN� I I T ► 0 770 : I I I I I I TL. 076 iMl u i� I T 1, 0'70 S FL• NSE #995.2 w r E� SEMEN I I '\51 28`' E BZOO, WI T I 0377 SEE SHEET FC.S T SURVEY MONUMENT TO BE RE— ESTABLISHED. �Q I I I : TL, 07-116 As, �. 4 ASS F� : NSE�05.2 NO NSA #fig 2 � ePSEMENj E� , PSEMEN 5 /8- 5 w Pa T-1 0733 EB : Ee SEMEN I I I 25 �B AMEN I � I I ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. SW 3RD PL. SCALE. 1 "=.30' vWASy� r�Q 0 V _ z 44863 ONALRE�G\ NOR TH I ADDED MONUMENT RE—ESTABLISH N 0 T AW 11112109 A G SURVEYED: SCALE: 1 " =30' 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: AW, J 3 AS —BUILT INFORMATION ADDED AW 11/20/12 DRAWN: AW, J H ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: AG, DC, AW, J H 10. REVISION BY DATE AP P R APPROVED: AG, DC, LH VERTICAL: CITY OF HORIZONTAL: NAD AD 1983/83/ 1991 RENTON Planning /Building /Public Works Dept. v U w H w w z cf) w w uo LEGEND PROPOSED PA CEMENT RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS IP FILTER FABRIC INLET PROTECTION. ROCK CHECK DAM. AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FlELUBOOK: PAGE DRAWING N0: EC4 RECORD DRAWING/AS-BUILT SHEET: 28 OF: 32 V1 N 00 O M N Er A ► LLJ U) z C) w 0 n- w O cr w 3: w C%) 0 z Q w Q z O 0 z I Q w (3) O O CV w Q Z W J L.L. M U w H w w 2 U) W W U) SEE SH ONE CALL REFERENCE UTILITIE ARE OR 1-800-424-5555UTILITIES I A M ►°MGM OFL48X'HOURS PRIOR TO CONSTRUCTION. I!JM YAWN III // I I !JIW/lMlkV/IWAT1MWI�YYJAVIWiTA SCALE.- 1 " =.30' vWA S Y� tiQ' • O cn Z 44863 FS,S /G STER��G�� ONAL I ADDED MONUMENT RE- ESTABLISH NO 2 AS -BUILT INFORMATION ADDED 3 AS -BUILT INFORMATION ADDED NO. REVISION A w 11112109 A G SURVEYED: RVM /EZ 12/06/10 VB DESIGNED: AW 11/20/12 AW, J DRAWN: AW, J CHECKED: AG, DC, AW, JH BY DATE AP P R APPROVED: AG, DC, LH EE SHEET EC4 SCALE: VERTICAL: NAVD CITY OF 1 " =30' HORIZONTAL: NAD 1983/83/ 1991 ,► RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY PROPOSED PA VEMEN T RECONSTRUCTION AREA. ACTUAL L I MI TS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDI TIONS. lP FILTER FABRIC INLET PROTECTION. ROCK CHECK DAM. DATE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FlELDBOOK: PAGE: DRAWING N0: EC5 RECORD DRAWING/ASmBUILT SHEET: 29 OF: 32 31018121 1 N 00 O M i CV 1 cr a i L U) z �-- z w W /'�/0 LL W\J I 0 0. 2 cr W 3: W 0 z Q W Q z 0 0 z J a W (3) 0 0 CV w a Z Lv J E U w IIININNINNIN, w w 2 W W U) I I I I I I T 0676 TL, 0878 T � , 067 ; J1 \ aApc N N � O O N ` N _n CD w �2- cl /P o A 0 I F7 I • � f Nn 7. N N �NCD Z A A n T I 0405 I I SEE SHEET EC2 TI 0'706 • ��NN oN� I I I I f= Zrn� I I I ASPHALT DRIVE T ► . 0710 NnNa co 2 -A O � in - I `{ ADDED MONUMENT RE— ESTABLISH NOTE 1'_ 11112109 A G ON- co Z T 1, 06_22 RVM /EZ N N� AO I i ASPHALT ASPHALT DRIVE DRIVE : , II :Y -I II v l =w ... -y .. . -.. T I 079 I cr I J z I 0 _T F 4! W00C lP 0 lP lP z I 0400 ao � I /P T N Na > 03 'p- N� z N I I N t^ N N O O T I 0�-4 T I, 040-4 T I, 0�04 ROADWAY RESTORATION AND TESC PLAN THOMAS AuE sw SCALE 7 " =30' SEE SHEET EC4 'I I I i bA 0 g Q N fB L �N N i a I EXISTING CITY 0 TON i� SUR v EY MONUMENT 14 +51 R ABLISHE I I i I I i I i /P L ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. IKUAU vvl4 Y KC S / UKA / 1 UN ANLJ / C 5 C: t'LAN MIMI EARLINGTON AVE. SW SCALE: 7 " —,30 NOR TH o V. c WAS 0 c _ z 44863 <v� FSS/ST 4c) TONAL `{ ADDED MONUMENT RE— ESTABLISH NOTE 1'_ 11112109 A G � co Z T 1, 06_22 RVM /EZ N N� AO V �N I 3 2 TA z _w N z A f J DRAWN: AW, J I NO. I � co N I APPR APPROVED: AG, DC, LH € > N � w GRAVEL 2 F n, a W € COW. W&K _T F 4! W00C lP 0 lP lP z I 0400 ao � I /P T N Na > 03 'p- N� z N I I N t^ N N O O T I 0�-4 T I, 040-4 T I, 0�04 ROADWAY RESTORATION AND TESC PLAN THOMAS AuE sw SCALE 7 " =30' SEE SHEET EC4 'I I I i bA 0 g Q N fB L �N N i a I EXISTING CITY 0 TON i� SUR v EY MONUMENT 14 +51 R ABLISHE I I i I I i I i /P L ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. IKUAU vvl4 Y KC S / UKA / 1 UN ANLJ / C 5 C: t'LAN MIMI EARLINGTON AVE. SW SCALE: 7 " —,30 NOR TH o V. c WAS 0 c _ z 44863 <v� FSS/ST 4c) TONAL 7 ADDED MONUMENT RE— ESTABLISH NOTE AW 11112109 A G SURVEYED: 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB DESIGNED: AW, J 3 AS —BUILT INFORMATION ADDED AW 11/20/12 DRAWN: AW, J CHECKED: AG, DC, AW, JH NO. REVISION BY DATE APPR APPROVED: AG, DC, LH SCALE: VERTICAL: NAVD CITY OF 1 " =30' HORIZONTAL: NAD 1983/83/ 1991 `► SENIOR RENTON ONE INCH AT FULL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY co U w H W w z cn w w cn PROPOSED PA VEMEN T RECONSTRUCTION AREA. ACTUAL LIMITS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDI TIONS lP FILTER FABRIC INLET PROTECTION. ROCK CHECK DAM. AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. DALE: 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FIELOBOOK: PAGE: DRAWING N0: EC6 RECORD DRAWING/ASmBUILT SHEET: 30 OF: 32 Wl - 31082 CV 00 O M CV a LLJ U) z F— z w w 0 a- W 0 W 3: w U) 0 z Q W z O F_ (D z J Q w (3) 0 0 CV w Q Z W J SEE SHEET EC3 LO U w IF- w W 2 c/) W W c/) /5b GRAVEL DRIVE 7 . .. . .. 01ON L y N-� ch T.I . rJ41J5 T i JFiDJ TI J�JJ r� DjqJ� T I n -1r) I I TL, 0462 \1 N 6' WaaD LA TL 0-41-60 \ I 4. 3AIaa 3AI80 D lWHdSV /P p D 1lVHdSV 3AIao 1lVHdSV 1lVHd HdSV 3^kia m �3AVaa 3AIaa •� MIN aHOO n Ti 1 EXISTING CITY OF REN TON - SUR VEY MONUMENT TO BE RE— ESTABLISHED IF DISTURBED. Q) W EXISTING CITY OF RENTON —� SURVEY MONUMENT TO BE RE— ESTABLISHED. I Q Z �O / CO I g C? a � � Q o J i CO) 1w N 1 F I SEE SHEET EC4 ROADWAY RESTORATION AND TES C PLA N � EARLINGTON AVE. SW SCALE: SEE SHEET EC2 vp voRTH SEE SHEET EC4 611 '1 D 5 F Z � yN '9 ONE CALL 1-800-424-5555 EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. HUAD WA Y HAS' / UHA / 1 UN AND LESC PLAN S TE VENS AVE. SW 40 SCALE: 7 "= 30' NOR TH o��o vwwS �'c 7 ADDED MONUMENT RE— ESTABLISH NOT AW 1112109 A G SURVEYED: SCALE: y�24], 2 AS —BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB I —30 3 AS —BUILT INFORMATION ADDED AW 11/20/12 DESIGNED: AW, J z DRAWN: AW, J H ONE INCH �FG4/48 ER�O \�� SSA G CHECKEDAG, DC, AW, JH IF AT FULL S NOT ONE C NCH ONAL NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY AG, DC, LH VERTICAL: NAVD CITY 0 E HORIZONTAL: NAD 1983/83/ 1991 �► RENTON Planning /Building /Public Works Dept. LO U W H w w 2 W W cn PROPOSED PA YEMEN T RECONSTRUCTION AREA. ACTUAL L IMI TS OF RECONSTRUCTION TO BE DETERMINED BASED ON SITE CONDITIONS. lP FILTER FABRIC INLET PROTECTION. ROCK CHECK DAU. AS -BOIL T DRAWINGS HAVE BEEN PREPARED FOR AS —BUILT RECORD BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. 2009 EARLINGTON WATER &SEWER IMPROVEMENTS 10/02/09 ROADWAY RESTORATION AND TESC PLAN FlELDBOOK: PAGE: DRAWING N0: EC7 RECORD DRAWING/AS-BUILT SHEET: 31 OF: 32 Wl — 3101812 N SEE SHEET EC4 0o o I : I I� co I > N o `-+N^ Z , `{ � pC I I I -�� I T1 0277 I ��N� I o' D ^O \\ ANN D. I a rn o � C-SL r to ��. � x > I y N N I I w .-. .a- • N 2 r � ► \w N -. ` IP - O z u, CONC WALK L� s -y _O �� c�nk z 0 0 EXISTING CITY OF E N TO SURVEY Q MONUMENT TO B RE— ESTABLISHED . . I ' . I I .I aNc LEGEND LJ IF DISTURBED. cn � PROPOSED PA VE M E N T WALL y RECONSTRUCTION ARE A. AC TU AL LIMITS OF RECONS TRUC TION TO B E z DETERMINED BASED ON SITE GRAL CONDI TIONS WE GRAVEL - 5+ o� lP FIL TER FABRI C INLET PROTECTION. Ld O ; P R w_ D ROCK CHECK DAM. •. m s' CL W W w w ,. GRAVEL PARKING CONC /P ASPHALT DRIVE m C Eb Z q� p 1 �$ a ASPHALT ui : a O C n x Lo in p n O f I— WALL r 0 (LP) CONC DRIVE I I I I I I I I g If s I I I I I T1 0080 1 1 ? z4M$ rp c,� I yN O W Z z t1 tP t^ N O ( r JP- oC I I 2 I I CD I I �C) I 2 0 o I I �� E— r• 000� I I I I 71 JJ�' � I ,N�, I I a . I i � WALL � � I 0025 I TL 0060 I I T-1 0031-53 I i i I z II O ROAD WA Y RES TORA TION AND TESC PLAN x. C� z S TE VENS AVE. SW r J SCA L E.' 7 _ 30 NOR TH Q W O O N AS -BOIL T DRA WINGS HA vE BEEN PREPARED FOR A S —BOIL T RECORD BASED ON INFORMA TION PROVIDED BY THE CON TRA C TOR AND GROUP FOUR, INC. SURVEYORS, AND STAMPED BY THE ENGINEER. �F VWAS Yc� 1 ADDED MONUMENT RE- ESTABLISH NOTE AW 11/12/09 AG SURVEYED: SCALE: DATE: o y ^ VERTICAL: NAVD 1988 CITY OF 2009 EARLINGTON WATER & SEWER IMPROVEMENTS / / C-1 EXISTING UTILITIES ARE SHOWN FOR �� %jo), 2 AS -BUILT INFORMATION ADDED RVM /EZ 12/06/10 VB 1 �� =30' HORIZONTAL: NAD 1983/1991 �� 10 02 09 ONE A�L REFERENCE ONLY. CONTRACTOR tiQ . 0 3 AS -BUILT INFORMATION ADDED AW 11/20/12 DESK "EAW, J ROADWAY RESTORATION AND TESC PLAN FIELDBOOK: -- Z DRAWN: RENTON PAGE: 1-800-424-5555UTILITIES SHALL FIELD LOCATE ALL EXISTING AW, J ONE INCH DRAWING NO: A MINIMUM OF 48 HOURS 0 44863 �v� CHECKED: � �' AG Dc AW, JH AT FULL SCALE Planning /Building /Public Works Dept. EC8 IF NOT ONE INCH PRIOR TO CONSTRUCTION. �SS,�'sTE ��G SCALE ACCORDINGLY Ld 4N AL NO. REVISION BY DATE APPR APPROVEAG Dc LH RECORD DRAWING/AS—BUILT SHEET: OF: 32 32 3082