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HomeMy WebLinkAboutW-408203Cc O d- CN o N EXISTING STRUCTURES: EX. SDMH# 6 RIM=354.03 INV=346.03 (18"PVC-N&S) EX. CB# 1 RIM=351.39 INV=350.19 (8-CONC-SW) EX. CB #2 RIM= 351.71 INV=348.96 (12"ADS-N) N INV=348.91 (12"ADS-S) 00 EX. CB #3 W/ BEEHIVE O RIM=351.33 d- INV=348.58 (TOP 15") INV=347.43 (15"PVC-W) EX. CB #4 N RIM=351.97 INV=348.97(W) EX. SSMH #1 RIM=352.20 INV=338.25 (8"CONC-N,W&E) INV=338.05 (8"CONC-S) EX. SSMH #2 RIM= 354.39 INV=343.64 (8"CONC-N&E) INV=343.51 (8"CONC-S) 7 OL EX. SSMH #3 RIM=355.23 (f� INV=345.08 (8"CONC-E) INV=344.98 (8"CONC-W) CQ V) O O 00 N O S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E., W. M. CITY OF RENTON, STATE OF WASHINGTON v I I NORTH \ SAWCUT AND REMOVE \ ONS17E PORTION OF Cn w o \ or_ `� EX. CONC. DRIVEWAY \ \ N 0 5 10 20 �o LU \ \ a. W LU n f i s U) Z ELEC1 RIC EASEMENT = °. '. ND SCALE 1 20 a s •v m v . \ ° ° L d WCT 8/4fJK $fHihab CtiJa9 LtNf \ REMOVE EX. UTILITY \ ,' POLE AND RELOCATE OUI I+QL \ o TER ST LIGHT _ FF ELEV. 354.50 rY34 \ W6 = <° (Y m m m s . 1 o S2 UNIT L 6' 0+ 13 DRI VEW +00 0+57 ' 0+86 1+09 f+00 �1+69 A 4+45 0+31 9 t-56 '1-91 i+A7 $5 J+4 . �'!-st. 6'. "'� 1\ �. ° 11 1+2 1+42 1+641I I WS \ 10 L11 LL . LLJ 1. LLI- -L-A 8+20 l� A w4 FF ELEV. 354.60 1182 LF 8" PVC W3 y AR L,7T EX_ 16 S3 SEWER ® 1:66 *� S1 -13' a. 0.89% ` - WA PET C, .R_ { S 67 e r 1 APX, CATOON EX, 8` 25' LF 8" PVC WA TER C.O.R. Cis REUSE EX. 3%4" I SEWER ®1.24% # WATER SERVICE FOR N {- ' IR ATION CONNECTION 2 3 4 5 6 7 8 IRRIGATION U (B OTHERS) �. FF ELEV.353.80 = Q I � I` I J 05 e_ W Z.i V. . ° d. _v°a a V ' }_ { 1 LLI o co ° ° I} Su Ln LLJ w LJ _ . o� -- ��y----------------C-,FFFffffffff L p p.a A. EX FH � LEGEND O FOUND MONUMENTIN C ® FOUND REBAR & CAP M WATER VALVE FIRE HYDRANT ® WATER METER n MAILBOX 360 SIGN POST POWER POLE MATCH EX. ® JUNCTION BOX CONNECT TO EX 6" CI MAIN W/ CUT IN TEE (BY CITY FORCES) M ¢ LIGHT POLE 1-676" TEE (MJXFL) GUY ANCHOR 1-6" GATE VALVE (MJXMJ) 1-6-X8o REDUCER (FLXMJ) o TELEPHONE RISER 1-8" SLEEVE 1-6, GATE VALVE ((FLXFL) © GAS METER 2-6" SPOOL 2-6" COUPLING 350 © POWER TRANSFORMER W/ THRUST BLOCKING CONCRETE SEE C.O.R. STD PLAN 300.2. ASPHALT TREE LEGEND FIR TREE CEDAR TREE 340 CHERRY TREE 3 w TREE (UNSPECIFIED) I W 3 I 00 � W m 330 z W ro ro Know what's below. Call before you dig. AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05122123 (DATE SIGNED) BY- KEVIN M. REESE 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR CONSTRUCTION NOTES: 15.46 6.07 O CONNECT TO EX 8" Cl MAIN Sl STA:8+f3.93, 6' LT 1-8 x8" CUT IN TEE (FLxFL) (BY CITY FORCES) SSMH #1 (CONSTRUCT OVER EX. MAIN) W/ THRUST BLOCK RIM=354.-9f (MATCH EXISTING)354.59 1-8" GATE VALVE (FLxMJ) IE=344+66, 8" PVC (S) 344.49 1-8" 22.5' VERTICAL BEND (MJXRJ) IE=34+W, 8" CONC. (E) 344.54 1-8" GATE VALVE (FLxMJ) EAST OF TEE IE=34+.4fr, 8" CONC. (W)344.39 2-8" SPOOLS, CUT TO LENGTH (SEE C.O.R. STD PLAN 400.1) 2-8" COUPLING 47.35 4.71 SEE C.O.R. STD PLAN 300.2. 52 STA:7+47.-74 6' LT SSMH 12 W2 234 LF 8" DI CL 52 RIM=354�6 354.52 IE=34& 8" PVC (S) 345.42 W© 1 " DOMESTIC WATER METER IE=34& 8" PVC (N) 345.32 W/ 1 1/2" SERVICE LINE AND DCVA FOR EACH UNIT, TIP. S3 6" PVC SEWER SERVICE FOR EACH UNIT PRV SHALL BE CONSTRUCTED ® 2% MIN. WITH CLEANOUTS PER C.O.R. WITH EACH UNIT PER C.O.R. STD STD PLANS 406.1 AND 403.1, TIP. PLANS 320.1, 340.5 AND 340.8, TIP. 63.43 5.45 S4 STA:5+6 W,, 6' LT W4 1-8" 11.25' BEND (MJxMJ) SSMH13 W/ THRUST BLOCKING RIM=3&2 37 352.85 IE=347}+, 8" PVC (N)347.05 W5 CONNECT TO EX 6" Cl MAIN S5 SEWER STUB AT MAIN STATION IS FROM W/ CUT IN TEE (BY CITY FORCES) D 1-6 X6" TEE (MJxFL) OWN STREAM MANHOLE 1-6" GATE VALVE (MJxMJ) 1-6 x8" REDUCER (FLxMJ) 1-8" SLEEVE (MJxMJ) 1-6" GATE VALVE (FLxFL) 2-6" SPOOL 2-6" COUPLING W/ THRUST BLOCKING SEE C.O.R. STD PLAN 300.2. W6 58 LF 8" DI CL 52 M M M M M M. M M . - Ex15TrhfGC+�178A1fUC{JTffR C8# 1 NEWIEXb'T✓,NG EX. 'CB# 4 LWTY PPE 6' HARRINGTON AVE N.E. EX..CB#. 3 _ 0 (RESIDENTIAL ACCESS) I - '� s, s. a Z �. �Pr�f r�• fi ������ f*�wk� o Al c EX. SD MH# 4 `� EX SDMN� 1 - ` , , EX. SDMH# 6 EX. SDMH#5 0 m LO � o : + 00 o + ^ 3 I_o Q II Q II o 00 z Lrk rn cn W W W��N) WN WIQ- 3 Oyu' emu' 3 0 zcn �w�n wci LIJ LI BACK OF WALK z .5' ROW DEDICATION­-1 25' ELEV=354.7f U� STA. 7+85t +I N LAISTING GROUND UTTER GRADE r\ ^ AT CENTERLINE BOW ELEV=354.55tFINISHED GRADE AT STA 5+32.50 LO Co CENTERLINE ELE=352.06 ---- _ .00o -- _ \ - --- - 25' ROW-11.5' R W DEDIC TI N - - - - ' MIN. COVER - ......................... 58 LF 8" DI CL 52 - O 25 ROW 234 LF 8" DI CL 52 1 ............... .... ............................. ... ... ............. 8-11.25' BEND (M xMJ) W/ THRUST BLO KING L I LF8"PVC®---J LF 8" PVC =STA8+1 " CLEAR 6 6.07 67 ® 1.2 % • PROVIDE ..................., 6' LT ETHA-FOAM SSMH 11 (ONSTRUCT OVER EX. MAIN) 4 .-74 .71 ...... ............... .. RIM= (MATCH EXISTIN )354.59 STA: +44 6' LT IE=344.56, 8" PVC (S) 34.4..9 SSMH >#2 63.43 5.4 RIM= 354.52 ... ... ... ... .. S :5+ 4.§3 6,5 LT IE=344-.5 8" CONC. (E)344.54 IE= 8" PVC S 345.42 SS 4H #3 IE=344.46, 8 CONC W 34 .39 IE= , 8" PVC (N) 345.32 Rl =35Z37 352.85 (SEE C.O.R. STD PLAN 400.1 .. ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. IE 8" PVC N) 347.05 EXISTING PROFILE GRADE PROPOSED Ph OFILE GRADE O c .O - :q � .^ ^ rry O o N o. r} O o co vto LC) �h M .et M Mi M Mi Mi N Mi . � . . !} . �} �. e}. rcj r%j Lr). �. Nj . . . . C1j . . . . . LF)nj . C 4 Ln Lr)cy .� rj. L Ln Ln dL. C'i . ... . C'i c'i C� C'i C'i C� C� 'i Lw W w. L� W . LL w. li. . W W W `- L�, W LL . W. W W . W w. W . . W LL W W �! . 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE z W ro ro Know what's below. Call before you dig. AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS AS OF 05122123 (DATE SIGNED) BY- KEVIN M. REESE 05122123 PROFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR CONSTRUCTION NOTES: 15.46 6.07 O CONNECT TO EX 8" Cl MAIN Sl STA:8+f3.93, 6' LT 1-8 x8" CUT IN TEE (FLxFL) (BY CITY FORCES) SSMH #1 (CONSTRUCT OVER EX. MAIN) W/ THRUST BLOCK RIM=354.-9f (MATCH EXISTING)354.59 1-8" GATE VALVE (FLxMJ) IE=344+66, 8" PVC (S) 344.49 1-8" 22.5' VERTICAL BEND (MJXRJ) IE=34+W, 8" CONC. (E) 344.54 1-8" GATE VALVE (FLxMJ) EAST OF TEE IE=34+.4fr, 8" CONC. (W)344.39 2-8" SPOOLS, CUT TO LENGTH (SEE C.O.R. STD PLAN 400.1) 2-8" COUPLING 47.35 4.71 SEE C.O.R. STD PLAN 300.2. 52 STA:7+47.-74 6' LT SSMH 12 W2 234 LF 8" DI CL 52 RIM=354�6 354.52 IE=34& 8" PVC (S) 345.42 W© 1 " DOMESTIC WATER METER IE=34& 8" PVC (N) 345.32 W/ 1 1/2" SERVICE LINE AND DCVA FOR EACH UNIT, TIP. S3 6" PVC SEWER SERVICE FOR EACH UNIT PRV SHALL BE CONSTRUCTED ® 2% MIN. WITH CLEANOUTS PER C.O.R. WITH EACH UNIT PER C.O.R. STD STD PLANS 406.1 AND 403.1, TIP. PLANS 320.1, 340.5 AND 340.8, TIP. 63.43 5.45 S4 STA:5+6 W,, 6' LT W4 1-8" 11.25' BEND (MJxMJ) SSMH13 W/ THRUST BLOCKING RIM=3&2 37 352.85 IE=347}+, 8" PVC (N)347.05 W5 CONNECT TO EX 6" Cl MAIN S5 SEWER STUB AT MAIN STATION IS FROM W/ CUT IN TEE (BY CITY FORCES) D 1-6 X6" TEE (MJxFL) OWN STREAM MANHOLE 1-6" GATE VALVE (MJxMJ) 1-6 x8" REDUCER (FLxMJ) 1-8" SLEEVE (MJxMJ) 1-6" GATE VALVE (FLxFL) 2-6" SPOOL 2-6" COUPLING W/ THRUST BLOCKING SEE C.O.R. STD PLAN 300.2. W6 58 LF 8" DI CL 52 M M M M M M. M M . - Ex15TrhfGC+�178A1fUC{JTffR C8# 1 NEWIEXb'T✓,NG EX. 'CB# 4 LWTY PPE 6' HARRINGTON AVE N.E. EX..CB#. 3 _ 0 (RESIDENTIAL ACCESS) I - '� s, s. a Z �. �Pr�f r�• fi ������ f*�wk� o Al c EX. SD MH# 4 `� EX SDMN� 1 - ` , , EX. SDMH# 6 EX. SDMH#5 0 m LO � o : + 00 o + ^ 3 I_o Q II Q II o 00 z Lrk rn cn W W W��N) WN WIQ- 3 Oyu' emu' 3 0 zcn �w�n wci LIJ LI BACK OF WALK z .5' ROW DEDICATION­-1 25' ELEV=354.7f U� STA. 7+85t +I N LAISTING GROUND UTTER GRADE r\ ^ AT CENTERLINE BOW ELEV=354.55tFINISHED GRADE AT STA 5+32.50 LO Co CENTERLINE ELE=352.06 ---- _ .00o -- _ \ - --- - 25' ROW-11.5' R W DEDIC TI N - - - - ' MIN. COVER - ......................... 58 LF 8" DI CL 52 - O 25 ROW 234 LF 8" DI CL 52 1 ............... .... ............................. ... ... ............. 8-11.25' BEND (M xMJ) W/ THRUST BLO KING L I LF8"PVC®---J LF 8" PVC =STA8+1 " CLEAR 6 6.07 67 ® 1.2 % • PROVIDE ..................., 6' LT ETHA-FOAM SSMH 11 (ONSTRUCT OVER EX. MAIN) 4 .-74 .71 ...... ............... .. RIM= (MATCH EXISTIN )354.59 STA: +44 6' LT IE=344.56, 8" PVC (S) 34.4..9 SSMH >#2 63.43 5.4 RIM= 354.52 ... ... ... ... .. S :5+ 4.§3 6,5 LT IE=344-.5 8" CONC. (E)344.54 IE= 8" PVC S 345.42 SS 4H #3 IE=344.46, 8 CONC W 34 .39 IE= , 8" PVC (N) 345.32 Rl =35Z37 352.85 (SEE C.O.R. STD PLAN 400.1 .. ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. IE 8" PVC N) 347.05 EXISTING PROFILE GRADE PROPOSED Ph OFILE GRADE O c .O - :q � .^ ^ rry O o N o. r} O o co vto LC) �h M .et M Mi M Mi Mi N Mi . � . . !} . �} �. e}. rcj r%j Lr). �. Nj . . . . C1j . . . . . LF)nj . C 4 Ln Lr)cy .� rj. L Ln Ln dL. C'i . ... . C'i c'i C� C'i C'i C� C� 'i Lw W w. L� W . LL w. li. . W W W `- L�, W LL . W. W W . W w. W . . W LL W W �! . 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE M M M M M M. M M . - Ex15TrhfGC+�178A1fUC{JTffR C8# 1 NEWIEXb'T✓,NG EX. 'CB# 4 LWTY PPE 6' HARRINGTON AVE N.E. EX..CB#. 3 _ 0 (RESIDENTIAL ACCESS) I - '� s, s. a Z �. �Pr�f r�• fi ������ f*�wk� o Al c EX. SD MH# 4 `� EX SDMN� 1 - ` , , EX. SDMH# 6 EX. SDMH#5 0 m LO � o : + 00 o + ^ 3 I_o Q II Q II o 00 z Lrk rn cn W W W��N) WN WIQ- 3 Oyu' emu' 3 0 zcn �w�n wci LIJ LI BACK OF WALK z .5' ROW DEDICATION­-1 25' ELEV=354.7f U� STA. 7+85t +I N LAISTING GROUND UTTER GRADE r\ ^ AT CENTERLINE BOW ELEV=354.55tFINISHED GRADE AT STA 5+32.50 LO Co CENTERLINE ELE=352.06 ---- _ .00o -- _ \ - --- - 25' ROW-11.5' R W DEDIC TI N - - - - ' MIN. COVER - ......................... 58 LF 8" DI CL 52 - O 25 ROW 234 LF 8" DI CL 52 1 ............... .... ............................. ... ... ............. 8-11.25' BEND (M xMJ) W/ THRUST BLO KING L I LF8"PVC®---J LF 8" PVC =STA8+1 " CLEAR 6 6.07 67 ® 1.2 % • PROVIDE ..................., 6' LT ETHA-FOAM SSMH 11 (ONSTRUCT OVER EX. MAIN) 4 .-74 .71 ...... ............... .. RIM= (MATCH EXISTIN )354.59 STA: +44 6' LT IE=344.56, 8" PVC (S) 34.4..9 SSMH >#2 63.43 5.4 RIM= 354.52 ... ... ... ... .. S :5+ 4.§3 6,5 LT IE=344-.5 8" CONC. (E)344.54 IE= 8" PVC S 345.42 SS 4H #3 IE=344.46, 8 CONC W 34 .39 IE= , 8" PVC (N) 345.32 Rl =35Z37 352.85 (SEE C.O.R. STD PLAN 400.1 .. ... ... ... ... ... ... ... .. ... ... ... ... ... ... .. IE 8" PVC N) 347.05 EXISTING PROFILE GRADE PROPOSED Ph OFILE GRADE O c .O - :q � .^ ^ rry O o N o. r} O o co vto LC) �h M .et M Mi M Mi Mi N Mi . � . . !} . �} �. e}. rcj r%j Lr). �. Nj . . . . C1j . . . . . LF)nj . C 4 Ln Lr)cy .� rj. L Ln Ln dL. C'i . ... . C'i c'i C� C'i C'i C� C� 'i Lw W w. L� W . LL w. li. . W W W `- L�, W LL . W. W W . W w. W . . W LL W W �! . 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE 8+20 8+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 1 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 N0. 7+00 ROAD A (TRACT B UNIT LOT DRIVEWAY) HORIZ. 1 "=20' VERT. 1 "=5' AS-BUILTS REVISION 6+00 SURVEYED: SDM DESIGNED: NEM DRAWN: TLK KMR 051221231 KMR CHECKED: NEM BY DATE APPR I APPROVED: NEM SCALE., VERTICAL: NAVD 1988 1 '+ = 20' HORIZONTAL NAD 198311991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CDI4TRACTOR S"LL W5TUI AND TESTAU NEW WATER dA,•tifN AND ATnN %s UP TO IT fTM-FCM 22 FROM ff(5Th1G 9" WA FLR J4MA1hr NY NL 12TH 57' _ CJTY FORCES Wu! RFR ORU RNAL C M EC M TO €WtthnG S' WA Ta:R JN ME]2FH WTT.4 T VALVF3 CUO-INANQ C'[]AMFE DW WIJ F1.V SLFf V.F MINI M CLEARANCE DEm, mAIL MENEM- 8'�i'&Ehf0�fL4,kh07111{iTH 8",d5'�€f4��l+��J W�'r+� dfFGAt[dG A*&4f ixa V j) TPJCAI ALL ML.W4 rA7WAL Ai L {iENOl No � VERnCAL aff?COW06 8" WATER FROM SIT€ F� TWG DUCT V NK 356 STk 5+2a5; , WA TC R EX GUT GR ELfV=JSa.�3t �' APPROX LOCAAA OF EX 18' UrA ...... •� .' fLfCTRI'C'++fL T . r.•. .. TOP ELEV a 31BI2-0 IL +. 350 . ......... SEE VMn----------------- --------------------- - - rammgw1• fll}ThW` my aaa rs wa, rfn;sra,r rvu. rrxam nu,, {" MfN SPARA7701' SE7W€EIV 7 A0TTCWOrDUL7BANK TOTOP wary+ 6'SIEFw�ua�r.sawCuxr�i�.�Dr CrciN TO EX a' C1 MAW Wol TER IME 345 0-8*X8' CUT W TEF (FLXFL) W CWY FORCE W TmwsT &-Orgy 0�- (f'LXW) jr4 ShpGICLf RQQLr jSTj AtJ 0 RYE7M[}Gir'AiYO -F'#3 r 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE 00 O 061, IN +,$ 45 L+ER77[+�L L-9-1V) !3F QEF 7 1­8' GATE VALVE (FL1W) EAST OF 7Ef L 2-8" .51P011S, CUT TO LENGN O 2--6' COUPIWO 34-0 SEE C.aR. s'"f0 " 300.2. _ SKETCH PREPA RED BY ABDOUL GAFOUR I ER TIC CAL BEND ENLARGEMENT C;T3 OF REJ11TGN VIVA TER � � -RLITY MA;VAGER W-408203 Iwo _ m 335 330 5+00 A6ft6 Cl T Y OF V%'R] RENTON Planning/Building/Public Works Dept. S-408203 ' IN COMPLIANCE WITH CITY OF RENTON STANDARDS F- O 28 HUNDRED UNIT L 0 T SUBDIVISION WA TER, SEWER PLAN & PROFILE Q) W 2) CITE., 1211312021 OOK: N/A PACE., PAGE: NIA T DRAWING NO.,y 1666.3 oo N SHEET., Q OF., 12