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Home My WebLink AboutzS-2939Set0) cy) 0) c\l I rll_ a S-293901 RECOMMENDED FOR APPROVAL UTILITY SERVICES DIRECTOR WASTEWATER UTILITY 0 132ND 1p� DA TE MAINTENANCE SERVICES DIRECTOR DATE NEW Rol DOOM= AS -BUILT December24, 2008 * AS -BUILT INFORMATION PROVIDED BY PLS, INC. NOTE: SHEET 8 WAS THE EROSION CONTROL PLAN AND WAS NOT PLOTTED AS PART OF THE ASBUIL TS. REVISION SCALE: VERTICAL: NAVD 1988 AS SHOWN HORIZONTAL- NAD 1983/1991 CITY OF EARLINGTO N "LIN RENTON I ONE INCH I DATUM SANITARY SEWER INTERCEPTOR AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 mr-lilwilloyA FIELDBOOK: PAGE: DRAWING NO: S-1 SHEET. OF* 1 8 5 -29:39 > - --------- cW L Q z w D 0 a- 7) a � tn)O rnz N c� W z uj z u- 0 z 0 Ld co 0) SEESHEET4 0') c\j c\l SHOP DM 0 L , A � 1 P .. CP 'M 7.- 21 OHP_ GA Pp Ld 7) 0 n 12 "F FND 1/2 REBAR & CAP "CRONES, LS# 29537" (4/25/05) FND 1/2 REE " LS# 37540 (4/25/05) 2144800746 DOLGE JAMES S. & SANDRA L. CA U TIO_ 12rl HIGH PRESSURE OLYMPIC GAS LINE 10.5' GATE I III I I I I ____ I SEE SHEET 6 FOR THIS SEWER W Z U) W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ROAD SHALL BE RESTORED FROM #6 GRAVEL THE EXISTING S293903 WIDE, 5 FT ON T084TH AVE S. THE ROAD SHALL BE 10 FT. 230 FR DMH 6 OM. # 5 FT ON 0 S LL -R HA EASEMENT THE ROAD ...................... ......... ........... 230 .......... .... ..... ... ............. EITHER SIDE OF THE PERMANENT AD SHALL ................ ......... ....... ........... .............. 0 9 0 9 ( ) 3 OF COMPA C TED CRUSHED ROCK PER SEC VON 9-03.- 9 (3) BE 6". (CRUSHED SURFACING) tii iii L 10 -9LF OF 15- PVC ........... ... uj 104 LF OF 15" PVC @ 44%- 0.53% 211 ml49LF.0F15"PV-CC&6.;5%.0.54% .......... ........ .. ... . .... . 0 8" WATER MH #6 MH #4 N 179373.27 MH N 179368-51 MH #5 N 179348-56. - -LF OF-464!. 29 MH #3 ........... E 1295366.30. . ......... .... ......... E 12954 7539 N *179358.18' ..................................... ........... ....... E 1295699.73...... PVC 0:5% N -1-79314; 99- - - - ...... .......... ....... NEW 54 A4N NEW 54"MH E 1295484-95 NEW 54"MH 0.796. E 1295699-03 RIM= 226-.8-4- 226-93 RIM= 22-3.2*- 223-03 NEW 54,° RIM= mWB-.0_4-. 217-57 NEW 54 MH * 218.18 RIM= 218. 9- 0 5 10.85 IE 15"N 2r_ If W.-rul 2 IE 15 E 244.-36-- 210.75 IE 15"W 209r8-3- RIM= 22-3. 1:im 222.92 IE 15" W = 298.63 -4-3-' ...... IE-8"S 208-.86-208.93-- ......................... ............... ....... ...... ........... 210.20 ...... IE'l 5" N W = 2V9-.68- - 240. 03 ................... ......... ....... ............ IE 15"' S 2,98-. 208.70 IE 15" N.- "30:29 208-49 ,0 WITH INSIDE DROP IE 15 ff SE = 2-09-..7-3- 1E, 15 E 209.-58- 209.93 IE 15" E' 2-08. 18 208-39 It 03. - 211.20 IE 8 = 24 1. ....................................... ................................................................ 210.10 ..................... ......... ................... .......... ............... .................... I ........... !, l WA A� 23169 IST At EXPIRES B/21/09 I KH SINEW SURVEYED: TRIAD DESIGNED: JDH DRAWN: JDH CHECKED: DIVIC APPR 'ROVED: LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF w Z W u_6- !! b x� !Z- w z C) W 0 ry n 30' TEMPORARY - M CONST. EASEMENT N N 3:I 1 2144800555 NEWMAN, JON W Z E a LOT 2144800707 NEWMAN, JON ossm, / v v v 1--j .J .J ( NGUYEN, ANN \ n_ \/ I I A A I f i i e,, LOT 9 I nor S 230- �77HA A"A 10 97 S LOT 6 "S ,7 4 S 8715 \ HA'N�OOK, CAROLY NT ,0, UTILITY EASEMENT u UL 4277 202 X98. � 276 2A 4 YD YD YD Y� EXISTING SEP�yC AINFIELD � YD � DRAIN � RIM-2 r ............. ............................... ........ LF OF 15 236 LF OF 15- PVC @ -8�7b- 1 % L47 : o 43 0 52/ 0 W _. C ,�- 0.55% : LF OF 1 „ 5_ PVC @ -a-y�- Z ............................... W -MH #9 210 : MH #10 N ,79557..57 : MH #8 . • � 17956.12 : : : : _ _ E 1295336.88 N 179519.72 210 E 1295096.16 W 54i1 MH 7 I VG54 " V . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . R/M _ sT�L— �— 276 F W.64! -MH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /M- 226.41- . . . , E 15" W - 0 - . - -1 219.07 ice? ice` IE -15" W - 213.3 7 _ IE 15" SE _ 2'� 211,96 /E 15"N = 211.26. 211.70 lE ' 15" E = Z 12-47 213.27 . . . ................................................................................................ ............................... . . . . . . . . . . ................................................................................................................. IE 15" S = 2x. 211,60 . . . . ............................... . tT a x� �z x `O C) Ld D 0 ry n z W W z 0 LLI hS-BUILT INFORMATION PROVIDED BYPLS, INC. SEESHEET6 2144800566 I\ KENDRICK— HAIRSTON, ARASTEDE & PATRICK E---- 3 /Z \ \ 12 F 10 "F o 6' BOARD FNC 14 "F 14 6' CLF ----------- x _Tl 246 0 —cf) GARAGE Am > cc) LOT 2 d ;:u > m 2144800710 4,49 NEWMAN, JON A. CON C WALL INSTALL 8' HIGH TEMP ILI 6' CONS T. FENCE AT TEMP. CONSTESMT TO CONTAIN PROP. FFE_ 2 STORY D OWNER'S DOG 255.27' WOOD FRAME r7l 2144800706 LAROCCA, GLEN 5' BOARD FNC c� x \-D RR TIE RET WALL 30' TEMPORARY CONST EASEME FFE—_ — 238.94' 14"W 14 "M 12 "M V �HED 4 -10 "M yI I M SEE SHEET 4 10' UTILITY EASEMENT 2144800560 WICKETT, WILLIAM E. & COONEY CE 30' TEMPORARY CONST EASEMENT 11 LF OF 15" PVC @ 1. 0% 2.82%' 250 ..... ............... ................................. I ................................................................. ............ m SURVEYED: TRIAD DESIGNED: JDH DRAWN: JDH CHECKED: DMC BY DATE APPR APPROVED: LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVID 1988 HORIZONTAU MAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. I _. � I Q 9 1 oz 9 :1 `� C_),f) 0 MEN _D .S-2939�05 FIELDBOOK: EX. GROUND .@ PIPE CENTERLINE PAGE: ......... ... ... ................ ........... ......... ......... ........ ......... ....... ...... ..... ........ .. DRAWING NO: S-5 Lu [SHEET, 5 OF* 8 240 ...... .......... 239 LF-OF 1-5 .................................... ............ THE NC)�ILESS ....... ........ .......... 240 1 PIPE MH #12 2.47% N 179339.38 ............. E 1294805.46 ........ ........ ...... ...... ........... ...................................... .......... NEW54"MH Lu RIM= 25 1. 11 W IE 15"SW=24944- 240.01 230 230 IE 15" N 244-94- 239.91 ........................ ........................ ...... .......... ................... .................... ....... .............. ........ Lu MH#13 MH#ll N 17-9328.97 179583. 1 N 0 E 1294792.75: 1294811.81 E ......... NEW54!-MH .......................... ......... .............................. ........ .................................... ............... NE- W 54 ............... RIM- 2-59. 0-4 251.06 RIM= 2-39- 238-68: IE 15" NW = 240-.32- 240.42 IE 15" S = 234.10 234.01 IE 15" NE = 24e-.22 240.32 IE 15"E = 234.00 233.91 220 220 ............... ...... ............... ................. ............... ................... .......... ....... m SURVEYED: TRIAD DESIGNED: JDH DRAWN: JDH CHECKED: DMC BY DATE APPR APPROVED: LH SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVID 1988 HORIZONTAU MAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. I _. � I Q 9 1 oz 9 :1 `� C_),f) 0 MEN Cr 0 c MAR 2007 FIELDBOOK: PAGE: DRAWING NO: S-5 [SHEET, 5 OF* 8 3191 1 Cr 0 c Q a 0 Z a W z J Ll U z 0 U W W 0) N i N CL O °° Conc. to PVC Femco MH #14 e .�® nee s e• e A / O z o�� X\ <90 LLI °yam. o O ACCESS LIDS) FOR LIFT STATION ON CON C 6" Cl OVERFLOW PIP E c� �GQ 9, F Is A ORDER —s DETAIL /. / / SGN OHP — / PP W/ PM & ELEC CBNT PP W/ XFMR NO. FORCE AM�AIN a ® �; . 009m e l :S io 0 .J ~ O coz I w Q N CD � oQ z 2144800731 2144800730 BEVERLY — BANKS, MADELON THURSTON, ANNA E. i W I I w Q � oQ W I W � a �o ........................................................... ............................... ............................230 NOTE- :VERTICAL CLEARANCE BETWEEN SIDE SEWERS: :AND OL YMPIC PETROLEUM PIPELINE SHALL BE A MINIMUM OF 2 FEET. : ............................EX. GROOD @ PIPE CENTERLINE :. 220 .. ... OLYMPIC : :plpE LINE _ : ERS =� SIDE SEW :......... :. ............................. 2.0'..... :... ......................MH #..6.....:...... . �" ,19% : N 179109.54 E1295694.76 ®LF ®�SPVC 20 NEW 54" MH :... HIS / DE SEWER TO. THE ET . ...:.......................... :.......R. I.M= 2�± : 2 .., AS NOT INSTALLED A U T - - lE 8" N = 21666 2'; INSUFFICIENT CLEARANCE WITH MH #3 OL Y P/C PIPELINE (THIS MAKES E .......N.1 798'4.99 ...:............. THE .TEE - THAT WAS INSTALLED_'— .........: :.........:... ....... E 1295699.03 A T THE SEWER : 4/N NEW 54 ®' MH UNUSABLE) RIM= - . _ 218.18 ......./E 8 ".S-= m198-86- - 2 .................................................................... ............................... 200 . lE 15" N - 20&28 208.49- lE 15'E ®m98.48- 208.39 TRIAD DESIGNED: JDH DRAWN: JDH CHECKED: DMC DATE APPR APPROVED: LH SCALE: 1 " =20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD NAD 1983/183/1 991 HORIZO ...::.:. CITY OF - NTAL: <► R EN TON DATUM Planning /Building /Public Works Dept. NOMENE m 17 cn N W 0) c'7 N I`� c i G CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON THE CITY OF RENTON CONTROL POINTS NUMBERS. POINT # 1333: 3" FLAT BRASS DISC WITH PUNCH MARK ON A CONCRETE POST MONUMENT AT THE CONSTRUCTED INTERSECTION OF S. 128TH ST. AND 84TH AVE S. NORTHING = 181187.15 EASTING = 1295739.96 POINT # 1853: TACK IN LEAD ON A 4 "X4" CONCRETE POST AT THE CONSTRUCTED INTERSECTION OF S. LANGSTON RD AND THOMAS AVE SW (84TH AVE S.) NORTHING = 178820.58 EASTING = 1295690.75 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS.. 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 11. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 12. ALL TEMPORARY EASEMENT BOUNDARIES SHALL BE CLEARLY MARKED DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY A MINIMUM OF 48 HOURS PRIOR TO ANY WORK OCCURING WITHIN 10 FEET OF THEIR HIGH PRESSURE PETROLEUM PIPE LINE. REMOVE WET WELL LID AND TOP SLAB AND RESTORE TO MATCH EXISTING ROAD SHOULDER PLUG INLET AND OVERFLOW - PIPES WITH MIN. 2 FT OF CONCRETE WET WELL Q a 0 z W zz J U z 0 v w J W REMOVE ALL MECHANICAL AND ELECTRICAL EQUIPMENT FROM WET WELL AND PUMP VAULT AND FILL WELL AND VAULT WITH CDF, SAND OR OTHER CLEAN GRANULAR MATERIAL. 15" TO 6" SDR VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL SEWER PIPES TYPICAL POINT # 1853, ELEVATION = 231.99', AT THE INTERSECTION OF THOMAS AVE SW AND Q AND BACKFILL SW LANGSTON RD. z 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 0 ry 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. MANHOLE CO- ORDINATES SHOWN OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. AS -BUILT INFORMATION SHALL SHOW ALL HORIZONTAL COORDINATES, INVERT AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS.. 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 11. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 12. ALL TEMPORARY EASEMENT BOUNDARIES SHALL BE CLEARLY MARKED DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY A MINIMUM OF 48 HOURS PRIOR TO ANY WORK OCCURING WITHIN 10 FEET OF THEIR HIGH PRESSURE PETROLEUM PIPE LINE. REMOVE WET WELL LID AND TOP SLAB AND RESTORE TO MATCH EXISTING ROAD SHOULDER PLUG INLET AND OVERFLOW - PIPES WITH MIN. 2 FT OF CONCRETE WET WELL Q a 0 z W zz J U z 0 v w J W REMOVE ALL MECHANICAL AND ELECTRICAL EQUIPMENT FROM WET WELL AND PUMP VAULT AND FILL WELL AND VAULT WITH CDF, SAND OR OTHER CLEAN GRANULAR MATERIAL. 15" TO 6" SDR 35 PVC SEWER PIPES TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 6. ALL TRENCHES SHALL BE BACKFILLED OR COVERED TO PREVENT ENTRY AT THE END OF EACH DAY. REMOVE TOP 2 FEET OF PUMP VAULT AND RESTORE SURFACE TO MATCH EXISTING SHOULDER PUMP VAULT NOTES: 1. DRILL A MINIMUM OF 6 - 2" HOLES THROUGH BOTTOM OF LIFT STATION WET WELL AND PUMP VAULT AND BASE SLAB. 2. FILL WET WELL AND PUMP VAULT WITH CDF, SAND OR OTHER CLEAN GRANULAR MATERIAL. RESTORE THE GROUND SURFACE TO MATCH EXISTING SHOULDER AREA. 3. PLUG ENDS OF INCOMING PIPE AND OVERFLOW PIPE WITH A MINIMUM OF 12" OF CONCRETE. ABANDON EXISTING LIFT STATION SURVEYED: NOT TO SCALE TRIAD DESIGNED: JDH DRAWN: JDH CHECKED: DMC NO. REVISION BY DATE APPR APPROVED: LH SCALE: 1 " =20' I ONE INCH IFAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PAY LIMIT TRENCH BACKFILL 6' -0" FOR 15" TO 6" SEWER LINES 1' -099 6 99 SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 15 " -6" SEWER PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST gammm ^ I "T FINAL JOINT CH SIDE ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL N TS ST. ASPH. CONC. PAVEMENT, TYP. B' ASPHALT CONCRETE PATCH )SHED SURFACING TOP COURSE ,DING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. VERTICAL: NAVD „ CITY O F HORIZONTAL: NAD 1983/183/1 991 �1 RENTON DATU M Planning /Building /Public Works Dept. p ry z o tI v � ��y N rn cr) a) N s N CL CL G ►i I M 1 uMll RECOMMENDED FOR APPROVAL An 8 LIT SERVICES DIRECT R /DATE MAINTENANCE SERVICES DIRECTOR DATE zb4 4F �p- WAS WATER UTILITY DTE Ir\:! S 132ND D 5 K /NG CO V 1TYOF �NTy ST Fol S 134T,yS7. ` \I� DRAWING INDEX 5- 293908 PDHE w "i CITY OF EARLINGTON MAR 200 gym, AS SHOWN �� RENTON SANITARY SEWER INTERCEPTOR P oxwm: JDH I w¢ Ixa�_ I DATUMm �DMC Planning /Building /Public Works Dept. S -1 IF Mf Ot£ P'fAl REVISION BY DATE APPR s "ras M a $'- ��I,s -�.�a8 5 =391 w Q Z W 'o x CL I s M nl rn M rn N N CL i �i EXPIRES 8 21 09 FND REBAR & CAP - "DMP INC, LS# 22962" (4/12/05) FND REBAR & CAP "DMP INC, LS # 22962" (4/12/05) 12 1 � PROTECTALL 14 "M EX. TREES 2144800776 16'M� CORPUS, DENNIS & GLENDA 161,M 14 "M 25' TEMPORARY CONST. EASEMENT 70' TEMPORARY CONST. EASEMENT FND REBAR & CAP "DMP INC, LS # 22962" (4/12/05) Q 2144800811 EARLINGTON RIDGE �0 V) SSMH #7001 (TYPE it 48 ") FND REBAR & CAP 16 "P RIM-21&52' "DMP INC, LS # 22962" I.E.= 206.06' (18" E.) (4/12/05) I.E.= 206.20' (W. END CHNL) — I HOSE IBIB \_______ I HOSE 2144800804 I BIB NANEVICZ, STANLEY & GRETCHEN IC REMOVEAN© i REPLACE EX. [WO OD PRIVATE WATER BARN SYSTEM ❑ 70' UT1LlTY EASEMENT HOSE METAL SHED i BIB ON CONC HOSE — BIB SEE SHEET 3 220 EX. GROUND ® PIPE CENTERLINE 13 LF OF 15" 220 ............ ............................... .................... ............................... .............. ............................... ..... .............................. MH #2 MH #1 FY SSMH E 1295967.02 E 1295951.46 E 1295951;46 RIM = 218.52 200 NEW 54" MH NEW 54 "MH IE: 15" w = 206.20 200 R /M- 219.9± R!M- 218.0± IE 15" W = 206.95 IE 15" N = 206.37 lE 15" S = 206.85 IE 15" E = 206.27 2144800805 NANEVICZ, STANLEY & GRETCHEN 1�(03) GJ N i\ / r (y) cl) 0) C*i n c-i CL I SEE SHEET 4 I / CULV m (12" DI, W) j I FND 1/2" RE AR & CAP "LS# 37540" 25' TEMP. C LV // (4/25/05) CONST (12" D1 E) , 6 2144800746 DOLGE JAMES S. & SANDRA L. EASEMENT 2144800740'0/ /BROZOWSKI, S.// jNO TRESPASSING X1 ON THIS PROPERTY 'UIILIIY 24"COT', \-CULV"(1 �CULV (12" U /! Lt 215.11 Y 24 " COT'�' CONC I W) CONC E) CULV (12" CONC)/ LE.-2�1.46' I.E.-221.04" 1. E. = 214.6 9' 42' TEMP. / "45'TEMPORARY CONST CONST EASEMENT CULV (12" CONC SE) EASEMEN7 I. E. = A INSTALL 10 FOOT WIDE TEMP. ACCESS ROAD TO EAST LINE OF LOT 4 PRIOR TO CONSTRUCTION OF 2144, 80 T 0732 SEWER BETWEEN MH #4 NGUYENOAN Q. AND MH #5 I 0 a: u Efl N) CAUTION 12" HIGH PRESSURE OLYMPIC GAS LINE 10.5' GATE -----'21 5' CA j BLDG 2 10' TEMPORARY - CONST. EASEMENT PROTECT /EX, TREES 1210C 0-7 CULVIII�---� (12" CONC NW) r. E----2t5 qzv- 2144800800 EASE GOV, TEA HOR & IR , ENG YOU 25' TEMPORARY 1\�Tll 1 111 SEE SHEET 6 FOR THIS SEWER 0.. .......... clq ti TLu L - wr 66 THE EXISTING GRAVEL: ROAD SHALL BE RESTORED FROM MH #6 T084THAVES. THEROAD SHALL BE 10 FT WIDE, 5FTON 230 230 EITHER SIDE OF THE PERMANENT EASEMENT -THEROADSHALL ........... ............................. THE EXISTING GRAVEL_ ROAD SHALL BE RESTORED FR I V L 0 IST X T 4 HA E , HEROAD HAL E 0 F 'DE , 5F 0 8 T V S T S L B T W 1 0 M M T EITHER R DE HE PER ANENTEASE ENT HE R T S1 T BE 6"�OF COMPACTED CRUSHED ROCK PER SECTION 9-03.9(3) (C US SURFACING). Cl (CRUSHED SURFACING). .............. ............................... ....................... .................. ............. . CAUTION. EXISTING 12"HIGH PRESSURE PETROLEUM PIPELINE. IOLFOF8-PVCO2.0% "PV�21 CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY WITH CAP IE=221.00 EX' GROUND o AT 425 - 235 -7767 A MINIMUM OF 48 HOURS PRIOR TO P'PE CF�7ERLINE 220 7 PERFORMING WORK .WITHIN � 1.0 FEET .OF, THE PIPELINE... ........ 220 � L Ll ........ 9LFOF15- PVC @q,:,�%- .................................... 104LFOF15- PVC @0.5% 210 LF OF 15- PVC Q 0.5% --o... .......................... ................. STORM 8" WATER : 1 210 SHOP DM ......................... ...... ........... Mff.#7 N 1.79373.27 MH #6 �F la-ml' 0 N 179368.51 rn MH #5 N 179348.56 PVC @ a5% MH #3 ...................... ... NtW,54#MH: E 1295475.39. N 4-7-935A Iff. - ......................... � 13 RIM= 2268± 16"AP rn NEW54"MH. E 1295699.03 - CA PP OHP- NEW 54"MN FND 1/2" REBAR 2 &CAP 1E 15"W=209�83 "CRONES, LS# 29537" R)M=2M.0.t ......... ...... ...... ZE 8015W -�- 220.80 WITH (4/25/05) IE:15" 209.68 NW= : 1E IYS --� 208.43 ......... 1E 8"S 208.86 ....... ......... CULV m (12" DI, W) j I FND 1/2" RE AR & CAP "LS# 37540" 25' TEMP. C LV // (4/25/05) CONST (12" D1 E) , 6 2144800746 DOLGE JAMES S. & SANDRA L. EASEMENT 2144800740'0/ /BROZOWSKI, S.// jNO TRESPASSING X1 ON THIS PROPERTY 'UIILIIY 24"COT', \-CULV"(1 �CULV (12" U /! Lt 215.11 Y 24 " COT'�' CONC I W) CONC E) CULV (12" CONC)/ LE.-2�1.46' I.E.-221.04" 1. E. = 214.6 9' 42' TEMP. / "45'TEMPORARY CONST CONST EASEMENT CULV (12" CONC SE) EASEMEN7 I. E. = A INSTALL 10 FOOT WIDE TEMP. ACCESS ROAD TO EAST LINE OF LOT 4 PRIOR TO CONSTRUCTION OF 2144, 80 T 0732 SEWER BETWEEN MH #4 NGUYENOAN Q. AND MH #5 I 0 a: u Efl N) CAUTION 12" HIGH PRESSURE OLYMPIC GAS LINE 10.5' GATE -----'21 5' CA j BLDG 2 10' TEMPORARY - CONST. EASEMENT PROTECT /EX, TREES 1210C 0-7 CULVIII�---� (12" CONC NW) r. E----2t5 qzv- 2144800800 EASE GOV, TEA HOR & IR , ENG YOU 25' TEMPORARY 1\�Tll 1 111 SEE SHEET 6 FOR THIS SEWER 0.. .......... clq ti TLu L - wr 66 THE EXISTING GRAVEL: ROAD SHALL BE RESTORED FROM MH #6 T084THAVES. THEROAD SHALL BE 10 FT WIDE, 5FTON 230 230 EITHER SIDE OF THE PERMANENT EASEMENT -THEROADSHALL ........... ............................. THE EXISTING GRAVEL_ ROAD SHALL BE RESTORED FR I V L 0 IST X T 4 HA E , HEROAD HAL E 0 F 'DE , 5F 0 8 T V S T S L B T W 1 0 M M T EITHER R DE HE PER ANENTEASE ENT HE R T S1 T BE 6"�OF COMPACTED CRUSHED ROCK PER SECTION 9-03.9(3) (C US SURFACING). Cl (CRUSHED SURFACING). .............. ............................... ....................... .................. ............. . CAUTION. EXISTING 12"HIGH PRESSURE PETROLEUM PIPELINE. IOLFOF8-PVCO2.0% "PV�21 CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY WITH CAP IE=221.00 EX' GROUND o AT 425 - 235 -7767 A MINIMUM OF 48 HOURS PRIOR TO P'PE CF�7ERLINE 220 7 PERFORMING WORK .WITHIN � 1.0 FEET .OF, THE PIPELINE... ........ 220 � L Ll ........ 9LFOF15- PVC @q,:,�%- .................................... 104LFOF15- PVC @0.5% 210 LF OF 15- PVC Q 0.5% --o... .......................... ................. STORM 8" WATER : 1 210 wr ag ................ ................................................. ............. 05 WA; Ho !�l o g 5 WA 'S, /A 0 r. S=293910 JEXPIRES 8/21/09 j NO. REVISION BY I DATE I APPR JDH � m� 1. 2007 1"=20' 4 4 1 CITY OF EARLINGTON MAR 2LI RENTON SANITARY SEWER INTERCEPTOR P� wuwu�c'a °NE "pi DATUM � Planning/Building/Public Works Dept. S-3 SCNE y mm. a: 3 8 �b , :S- a?3cND lsl-121913191T ........... ...... ......................... ...... ........... Mff.#7 N 1.79373.27 MH #6 �F la-ml' E 1295366.30� N 179368.51 MH #5 N 179348.56 PVC @ a5% MH #3 ...................... ... NtW,54#MH: E 1295475.39. N 4-7-935A Iff. - ......................... ........... E 1295699.73 N-179314: 99 ...................... .. ...... .. ..... RIM= 2268± NEW54"MH E 1295484.95 NEW54"MH. E 1295699.03 1E 15"N = 210.45 RIM= 223,2± NEW 54"MN RIM= 21&0±: NEW54!MH 1E 15" E = 21a35 1E 15"W=209�83 RIM= 223, I± IE 15" W = 2018.53 R)M=2M.0.t ......... ...... ...... ZE 8015W -�- 220.80 WITH 1E 15' SE = 209.73 IE:15" 209.68 NW= : 1E IYS --� 208.43 ......... 1E 8"S 208.86 ....... ......... INSIDE DROP JE 8" = 211.03 1E: 15- E = 269.58 1E 15" N 208.28 1E 15"E = 208.18 wr ag ................ ................................................. ............. 05 WA; Ho !�l o g 5 WA 'S, /A 0 r. S=293910 JEXPIRES 8/21/09 j NO. REVISION BY I DATE I APPR JDH � m� 1. 2007 1"=20' 4 4 1 CITY OF EARLINGTON MAR 2LI RENTON SANITARY SEWER INTERCEPTOR P� wuwu�c'a °NE "pi DATUM � Planning/Building/Public Works Dept. S-3 SCNE y mm. a: 3 8 �b , :S- a?3cND lsl-121913191T w a Z U W 0 O a. n a a 0 0") 30' TEMPORARY N CONST. EASEMENT 8c XUANDUNG ( N BLDG 5 \ \ \ ( L \ \� _% 1 STORY —\ CL \ \ 3: 2144800555 2144800555 NEWMAAI \JON 226 FFA226 5' OARD FNC F /2" REBgy� W \ — IX \X, LS# 75 \e'�\— -- W - -_ /\' x/25 ) \\ � \� ° f \ UL ®® ® ®® \ - �� 8 A — 4' SPLIT L FNC \ \\ � °\ 42" Lu Vj 2 �� WIRE FNC — MN#10 - -� - - -- -- - \ MH#9 CMU — _' - -- ° \ RET 22 \ I-` WALL x � ._._ ° \' STS, \ \ 30' TEMPORARY cc, ° 1 y�� \ \ \ q �\ CONST. EASEMENT 2144800755 �\ ( ° ( I \ \ F M 200-- 202 „D x-_22 \ � ' \ \ \ NASBROOK, CAROLYN S. 14 19 6 INSTALL 8' HIGH TEMP. CONST FENCEAT 35'TEMPOR4RY CONST. EASEMENT 228 214 750 \ TEMP CONSTESMT HA OK, \F CARGLY N S. 214480074 TO CONTAIN PROP. OWNER'S DOG � X230- 10 HA NA OOK, CAROLYN 1 \ \ I I I ° \ 216 21 -4��v cN 10"S \ \ \� d \ 70 UTILITY % ,� EASEMENT 0 \ \ o 4 "S I YD ° z YD YD XISTING SEPTIC 60'TEMP RARY m I YD AINFIELD 2144800707 0z 8"S \ CONST. TSEME T I I _� \' \ DRAIN NEWMAN, JON \ I I \ \ Q \ \�E -_� SEE SHEET 3 ti Lu Lu M W cfti !T �' RIM= 226.0 ± = !E 15" W = 211.59 RIM= 218.7# IE:15 "W= 212.87 IE 95" E = 212.77 lE 15" SE = 211.49 !E 15" IV= 211,26: 1E15 "5= 211.16: vya ApRhs °� S=29391 �Q N sxmvm scut wre .' TRIAD .sy M , TeSS CAo�F�� cw�DH 1 °=20 ,wx¢o "ru: wu ,sesw, C� Y— R��IV TOIV EARLINGTON Z� °' JDH DATUM SANITARY SEWER INTERCEPTOR EXPIRES 8 21 09 p Mc 7Z- V-Planning /Building /Public Works Dept. S -4 " "ar a NO. REVISION BY DATE APPR u o.Tn. scuF�y OR ._ 1 H d f'. IS - 121913191 I w z CL CL 0 U d rn M a N d i / C6O co 1 /clv) c vP \ vv co o v / -OP a mo Em co tJ r4, I �0 o��G D 18 "F — — CP ,FH SEE SHEET 6 0\1 _- 'X 2144800566 KENDRICK- HAIRSTON, I \ ARASTEDE & PATRICK E_=-___ 12 „ ' 6' BOARD FNC 14"F 10 - 6' CLF n \o \ 05m° z D �s n G)RAGE m N m �D r \ 0 � o \ 2144800710 / HED \ 2NEWMAN,JON A. CONC I 7 \ 6 WALL \ INSTALL 8'HIGH TEMP. FFE= -� - of CONST. FENCEAT FFE= 2 STORY G TEMP. CONSTESMT. 3 1211 D 14" M 255.27' WOOD D TO CONTAIN PROP. 4 -10' FRAME OWNER'S DOG 14 "M 30' TEMPORARY 12 "M1 "M I 2144800706 LAROCCA, GLEN EXPIRES 8 21 09 F� ul W inz v T - - -_ =X - �. _ - CONST. EASEMENT 5' BOARD FNC RR TIE - Z RET WALL 2� x I _/ I #11 %- ---10' UTILITY IEASEMENT I 2144800560 c� WICKETT, WILLIAM E. & COONEY CE I 30' TEMPORARY — CONST. EASEMENT 11 LFOF15 "PVC@ 1.0% :... ............ ..:.... .....: ....... ..:...... 250 EX GROUND :� PIPE CENTERLINE 5- 293912 1alno , - CITY O F � EARLINGTON off '� -20� _ 2007 RENTON SANITARY SEWER INTERCEPTOR P DM cxc ukx p1p MC "T ""� Planning /Building /Public Works pept. S -5 � rwr as mai NO. REVISION BY DATE APPR µT H 5 � 8 w Q Z W 0 a rn M rn N N OL vtiA F� � OT 'Aa °'yo \may O N. -11,' \ rr LIFT STATION WET WELL - RIM-249.46' I.E °= 242.96' (8" CONC N.W.) �� 10'F ACCESS LIDS) 11, FOR LIFT STATIO SGN - ON CONC OHP / 6" CI OVERFLOW PIPE 5 �G4 O /� PP W/ PM & / ELEC CBNT / PP W/ J XFMR 3 I o h W �L EXPIRES 8/21/09 NO. ' o� Co :w z �o O t✓t✓ z Q if) O Ln Lai �i CAUTION J N pi° HIGH PRESSURE v w o OLYMPIC GAS LINE INDICATOR POST N. 8 AC 12" DI W W ... _____ ... _t . . EX. GROUND ®PIPE CENTERLINE 10 LF OF 15" PVC @ 14.3 %: 250 I- Ln o 6" Cl FORCE MAIN o Nz N O 8" Cl OVERFLOW O O O 1- N EXISTING 8" SAN. SEWER O ~ LU _ N 7 MH #15 z > N U n It Ld W J N 179410 °41 > Nz U W _j N E 1294719 CD ....... .......... ......... ....... LU 240: °83 v _ W NEW 54 "MH Z Lu RIM= 250.0± : FT s Ex SEWER LIFT STATION IE8 "NW = 243 °33 �ro ro 9 I LF OF 15" PVC @ t0% I OLU Q EX. VCP STORM MH: #14 DEPTHO UNKNOWN N 179402.46 .............. ............................... 1 6 N 230 W� NEW 54 "MH RIM= 250.0± Z IE 15" NW = 241.32 ........................... 1E 15" SE = 24 1. 22 ..... ......... ......... . . EXPIRES 8/21/09 NO. ' o� Co :w z �o O t✓t✓ z Q if) O Ln Lai �i CAUTION J N pi° HIGH PRESSURE v w o OLYMPIC GAS LINE INDICATOR POST N. 8 AC 12" DI W W ... _____ ... _t . . CULV (12" CONC NW) I.E.= 217.74' 2144800731 BEVERLY - BANKS, MADELON I I NOTE .° :VERTICAL CLEARANCE BETWEEN SIDE SEWERS: AND OLYMPIC PETROLEUM PIPEL /NE SHALL BEA MINIMUM OF2 FEET. EX.. GROUND_ ® PIPE CEN "tERE1NE OLYMPIC .. ... .. 4 4L L. PIPE LINE �� ,SIDE SEw OHP— o In I #14 O ro Cy 2144800730 THURSTON, ANNA E. 230 . 2.0'. :... ... ...... ........:...... MH #16.....:.._.. 200 LF 8 PVC @ 4.0% N (79109.54 OF E 1295694.76 NEW 54 "I IE8 "N = 216.86 1 " =20' IXYE &GN RT NLL SCVE ?.UE N�WIG.Y ® CITY OF EARLINGTON RENTON Z Plannin Buildin Public D '• t SANITARY SEWER INTERCEPTOR MAR 2007 S -6 6 " 8 I- Ln o oz O o Nz N O O O O 1- N � O _ N 7 It z > N U n It Ld J > Nz U W _j N CD F� Z) v _ Z Lu �ro ro I OLU Q N W� Z I SOU CULV (12" CONC NW) I.E.= 217.74' 2144800731 BEVERLY - BANKS, MADELON I I NOTE .° :VERTICAL CLEARANCE BETWEEN SIDE SEWERS: AND OLYMPIC PETROLEUM PIPEL /NE SHALL BEA MINIMUM OF2 FEET. EX.. GROUND_ ® PIPE CEN "tERE1NE OLYMPIC .. ... .. 4 4L L. PIPE LINE �� ,SIDE SEw OHP— o In I #14 O ro Cy 2144800730 THURSTON, ANNA E. 230 . 2.0'. :... ... ...... ........:...... MH #16.....:.._.. 200 LF 8 PVC @ 4.0% N (79109.54 OF E 1295694.76 NEW 54 "I IE8 "N = 216.86 1 " =20' IXYE &GN RT NLL SCVE ?.UE N�WIG.Y ® CITY OF EARLINGTON RENTON Z Plannin Buildin Public D '• t SANITARY SEWER INTERCEPTOR MAR 2007 S -6 6 " 8 w zz U w 0 a iy 0 rn Cl) N N CL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON THE CITY OF RENTON CONTROL POINTS NUMBERS. POINT # 1333: 3" FLAT BRASS DISC WITH PUNCH MARK ON A CONCRETE POST MONUMENT AT THE CONSTRUCTED INTERSECTION OF S. 128TH ST. AND 84TH AVE S. NORTHING = 181187.15 EASTING = 1295739.96 POINT # 1853: TACK IN LEAD ON A 4 "X4" CONCRETE POST AT THE CONSTRUCTED INTERSECTION OF S. LANGSTON RD AND THOMAS AVE SW (84TH AVE S.) NORTHING = 178820.58 EASTING = 1295690.75 VERTICAL DATUM IS NAVD °88 BASED ON CITY OF RENTON CONTROL POINT # 1853, ELEVATION = 231.99', AT THE INTERSECTION OF THOMAS AVE SW AND SW LANGSTON RD. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. MANHOLE CO- ORDINATES SHOWN OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. AS -BUILT INFORMATION SHALL SHOW ALL HORIZONTAL COORDINATES, INVERT AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS., 9. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 10. NEW SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6' DEEP AT THE PROPERTY LINE OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 11. A DETAILED TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION, 12. ALL TEMPORARY EASEMENT BOUNDARIES SHALL BE CLEARLY MARKED DURING CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY OLYMPIC PIPE LINE COMPANY A MINIMUM OF 48 HOURS PRIOR TO ANY WORK OCCURING WITHIN 10 FEET OF THEIR HIGH PRESSURE PETROLEUM PIPE LINE. REMOVE WET WELL LID AND TOP SLAB AND RESTORE TO MATCH EXISTING ROAD SHOULDER PLUG INLET AND OVERFLOW - PIPES WITH MIN. 2 FT OF CONCRETE WET WELL 8" CONC. BASE SLAB REMOVE ALL MECHANICAL AND ELECTRICAL EQUIPMENT FROM WET WELL AND PUMP VAULT AND FILL WELL AND VAULT WITH CDF, SAND OR OTHER CLEAN GRANULAR MATERIAL. 15" TO 6" SDR a a a a � a o a dd 4 a � 35 PVC SEWER o n PIPES TYPICAL 6" a a 0 TRENCH a o a o a a BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 6. ALL TRENCHES SHALL BE BACKFILLED OR COVERED TO PREVENT ENTRY AT THE END OF EACH DAY. - REMOVE TOP 2 FEET OF PUMP VAULT AND RESTORE SURFACE TO MATCH EXISTING SHOULDER ABANDON EXISTING LIFT STATION NOT TO SCALE NO. PUMP VAULT NOTES: 1. DRILL A MINIMUM OF 6 - 2" HOLES THROUGH BOTTOM OF LIFT STATION WET WELL AND PUMP VAULT AND BASE SLAB. 2. FILL WET WELL AND PUMP VAULT WITH CDF, SAND OR OTHER CLEAN GRANULAR MATERIAL. RESTORE THE GROUND SURFACE TO MATCH EXISTING SHOULDER AREA. 3. PLUG ENDS OF INCOMING PIPE AND OVERFLOW PIPE WITH A MINIMUM OF 12° OF CONCRETE. Nifflwiff BY I DATE I APPR JDH DMC PAY LIMIT TRENCH BACKFILL 6' -0" FOR 15" TO 6" SEWER LINES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL / (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 15 " -6" SEWER PIPE �- FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. 12" TYP TRENCH (SEE DETAILS) FPAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE �- EXIST. ASPH. GONG. PAVEMENT, TYP. 4" CL 'B' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5- 293914 EARLINGTON Flkl ➢BLd(: SANITARY SEWER INTERCEPTORoNo- Construction Details s¢r as: ab; s- 419391 q MC a a a a � a o a dd 4 a � a Q 4 a o a n a a a a a o n 1' -0" 6" a a 0 a o a o a a SEE DETAIL FOR STREET RESTORATION REQUIREMENTS SUBSEQUENT BACKFILL MATERIAL / (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 15 " -6" SEWER PIPE �- FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. 12" TYP TRENCH (SEE DETAILS) FPAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE �- EXIST. ASPH. GONG. PAVEMENT, TYP. 4" CL 'B' ASPHALT CONCRETE PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5- 293914 EARLINGTON Flkl ➢BLd(: SANITARY SEWER INTERCEPTORoNo- Construction Details s¢r as: ab; s- 419391 q MC 3 s �a V N N I L n � d a m N , I I W z o J I i a _ i FILTER FABRIC FENCE - -Z — uO. / Jar\, x ,eve y3y n ems? HED ywM \ O 6° Cl OVERFLOW PIPE -/ k / PP W/ PM \& ELEC CBNT / PP W/ XFMR NOTES: 1. SANDBAG SEDIMENT DAMS SHALL BE PLACED IN DRAINAGE DITCHES 4 FEET UPSTREAM OF THE DOWNSTREAM CULVERTS THAT ARE ADJACENT TO CURRENT CONSTRUCTION OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 2. SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY DURING DRY WEATHER AND DAILY DURING WET WEATHER. SEDIMENT SHALL BE REMOVED WEEKLY OR AT THE DIRECTION OF THE ENGINEER /INSPECTOR. 3. SEDIMENT TRAPS SHALL BE REMOVED FROM A DITCH ONCE THE ADJACENT CONSTRUCTION HAS BEEN COMPLETED. 4. FILTER FABRIC FENCE SHALL BE PLACE ALONG DRAINAGE DITCHES WHILE CONSTRUCTION IS TAKING PLACE ADJACENT TO THEM. THESE FENCES SHALL BE REMOVED ONCE CONSTRUCTION ADJACENT TO THEM HAS BEEN COMPLETED. 5. FILTER FABRIC FENCE SHALL BE PLACED IN ALONG THE EDGE OF TEMPORARY CONSTRUCTION EASEMENTS (AS SHOWN ON THIS PLAN) THAT AREDOWN -SLOPE FROM THE CONSTRUCTION AREAS OR AS DIRECTED BY THE ENGINEER. b� 0 1 I ' 30 I 30 , I , I , i i 5 4 3 2 jc-) - I Z i STORY ` \ _ \ \ \ \ \\ FRAME FF =226 _ Mu /�� /`' I%wpy(T \� \�� \Oa�q \NpI�oN'O /��_�f I N m I FILTER FABRIC FENCE FILTER FABRIC -\ SAND BAGS FILLED \ WITH PEA GRAVEL OR WASHED DRAIN ROCK. 1RIC SANDBAG SEDIMENT DAM SANDBAGS SHALL BE FILLED WITH PEA GRAVEL OR WASHED DRAIN ROCK. SANDBAG SEDIMENT DAM SHALL BE THE GREATER OF } THE DEPTH OF DITCH OR 1' DEEP (MIN.). m I \\ �\�- Igo Imo_ �C28� 27 I I zi IILTE ABR /C PENCE SANDBAG SEDIMENT DAM �. �I I i1 \\ \ BLDG 3 I FF= 21;3' SHOP \ `/\ I \ 2 J I -- i° SHED GARAGE _.r X� III \ — - DRAIN OHP— I GA PPS.. b ;NO I4 BSOLUTELY TRESPASSING I /STAKE a 801 I SANDBAG SEDIMENT DAM - 3 W ` ``I .Sj E 683 w I I p o• �EEpPE w` a� W W`° 91 4 ( i /-12" HIGH PRESSURE — OLYMPIC GAS LINE INDICATOR POST a DRIVEWAY A 0 v .....t.... GA x- P OHP- -OHP -- XMFR — —. — — — FILTER FABRIC FENCE V ry^ _f V wo mm o I myI I I I I I m0 F zm❑ ( ti 0 \ 1 GARA GE OAT DO z LL �d = I D I rco4! °o< oa FILTER FABRIC FENCE CONC WAA 3' DRD h ORE I m \W/ \ NOTES: 1. SANDBAG SEDIMENT DAMS SHALL BE PLACED IN DRAINAGE DITCHES 4 FEET UPSTREAM OF THE DOWNSTREAM CULVERTS THAT ARE ADJACENT TO CURRENT CONSTRUCTION OR AS DIRECTED BY THE ENGINEER /INSPECTOR. 2. SEDIMENT TRAPS SHALL BE INSPECTED WEEKLY DURING DRY WEATHER AND DAILY DURING WET WEATHER. SEDIMENT SHALL BE REMOVED WEEKLY OR AT THE DIRECTION OF THE ENGINEER /INSPECTOR. 3. SEDIMENT TRAPS SHALL BE REMOVED FROM A DITCH ONCE THE ADJACENT CONSTRUCTION HAS BEEN COMPLETED. 4. FILTER FABRIC FENCE SHALL BE PLACE ALONG DRAINAGE DITCHES WHILE CONSTRUCTION IS TAKING PLACE ADJACENT TO THEM. THESE FENCES SHALL BE REMOVED ONCE CONSTRUCTION ADJACENT TO THEM HAS BEEN COMPLETED. 5. FILTER FABRIC FENCE SHALL BE PLACED IN ALONG THE EDGE OF TEMPORARY CONSTRUCTION EASEMENTS (AS SHOWN ON THIS PLAN) THAT AREDOWN -SLOPE FROM THE CONSTRUCTION AREAS OR AS DIRECTED BY THE ENGINEER. b� 0 1 I ' 30 I 30 , I , I , i i 5 4 3 2 jc-) - I Z i STORY ` \ _ \ \ \ \ \\ FRAME FF =226 _ Mu /�� /`' I%wpy(T \� \�� \Oa�q \NpI�oN'O /��_�f I N m I FILTER FABRIC FENCE FILTER FABRIC -\ SAND BAGS FILLED \ WITH PEA GRAVEL OR WASHED DRAIN ROCK. 1RIC SANDBAG SEDIMENT DAM SANDBAGS SHALL BE FILLED WITH PEA GRAVEL OR WASHED DRAIN ROCK. SANDBAG SEDIMENT DAM SHALL BE THE GREATER OF } THE DEPTH OF DITCH OR 1' DEEP (MIN.). m I \\ �\�- Igo Imo_ �C28� 27 I I zi IILTE ABR /C PENCE SANDBAG SEDIMENT DAM �. �I I i1 \\ \ BLDG 3 I FF= 21;3' SHOP \ `/\ I \ 2 J I -- i° SHED GARAGE _.r X� III \ — - DRAIN OHP— I GA PPS.. b ;NO I4 BSOLUTELY TRESPASSING I /STAKE a 801 I SANDBAG SEDIMENT DAM - 3 W ` ``I .Sj E 683 w I I p o• �EEpPE w` a� W W`° 91 4 ( i /-12" HIGH PRESSURE — OLYMPIC GAS LINE INDICATOR POST a DRIVEWAY A 0 v .....t.... GA x- P OHP- -OHP -- XMFR — —. — — — FILTER FABRIC FENCE V I , I I I I I � I v W W I I ry^ _f V wo mm o I myI I I I I I m0 F zm❑ ( ti 0 OAT DO = I D I m FILTER FABRIC FENCE 4 I , I I I I I � I v W W I I