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Home My WebLink AboutzS-2988Setcc co 0 N N I CL r 3 r 4 E, I CITY OF RENTON, WASHINGTON CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET SHEET � I � . J' woo t 4 NO. 1 2 3 4 5 6 7 8 9 10 11 12 REVISION COVER SHEET SANITARY SEWER REPLACEMENT WELLS AVE S (S 2ND TO S 3RD) SANITARY SEWER REPLACEMENT WILLIAMS AVE S (S 2ND TO S 3RD) STORM MAIN REPLACEMENT WELLS AVE S (S 2ND TO S 3RD) STORM MAIN REPLACEMENT WILLIAMS AVE S (S 2ND TO S 3RD) WATER MAIN REPLACEMENT WELLS AVE S (S 2ND TO S 3RD) WATER MAIN REPLACEMENT WILLIAMS AVE S (S 2ND TO S 3RD) WATER CONNECTION DETAILS WATER CONNECTION DETAILS WATER CONNECTION DETAILS WATER CATHODIC PROTECTION DETAILS GENERAL CONSTRUCTIONS NOTES AND MISCELLANEOUS DETAILS EXPIRES $/21 /05 1 RECOMMENDED FOR APPROVAL WAS7EWA1FR UAUfl'MANAGE'R DATE ��1Dut� �Afoa� 3 /K� °T► WA7FR UIIUTI' MANAGER DA JE A NTENANCE SERHCES DIRECTOR DA TE ROLL 1 �7jqff gawk MAS BY 1 DATE I APPR �*+ N/A w nott wia ffow owam am facemmy A R71M : "Wo 1"m "NUMK NO »a /Iw, DATUM ��IIIIII A,� CITY OF 11� RENTON Plonning /Building /Public Works Dept. FR 22 �5 c i CENTRAL BUSMSS DISTRICT -IT L x.11 sc%nneo APR : s fof �J/ PW. .i / 14 /Oti C -1 NONE of 1 C ti • s I N 1 a. f t .. SAMH .WM= 43.19. 21+00 22 +00 23 +00 24 +00 25 +00 ............... . ............. ............................... ............................................................. ............................... •................... ............................... .............................. ............................... . I E CL C H AN 8 E W = 37.7 IE 6 CONC 5E =38.2 C8 WEST SDMH RIM =42.98 � RI =42.09 IE C CHAN 12 N =39.0 XI TIN PIP I -AMA IE 6" CONC NE =38.2 - L : : : ' - IE- 6" NE =39.9 IE 6" CONC SW= 39.4 NOT ABLE TO PERFORM TV INSPECTION RIM= 42.10_• • SSMH NOT VISIBLE- : IE 67 CONC SE =39.4 ; ; ; ; ; ; ; IE CL CHAN T2" S/W =37.6 RIM = 43.081 CB EAST RIM =42.56 SSMH RIM =42.96 CB •WEST . IE :g" . N =. 38.7t ; ..... .. ; .. .. .. ; .. ..... ; .. .. .. ; ... .. ; ... .. ; ..... ..: ... ....: .... . I� 'WYN =4b.$ .. PE CHAN 8" N%$ =36.8. .:.... .....: ... .. ...: .... .. - _ .. _ _ ..... ... .... .. . . . . RIM =41.40 • - : IE 6" CONC E =38.9 SSMH RIM =42.03 : • SDMH R4M =42.87 IE 6" CONC W =39.2 CL CHAN 12" E/W =34.2 • : : : IE 12" • CONC N =38.6 IE 6" CONC. SW =38.9 IE 8" CONC SE =35.3 • IE 12" CONC S=38.7 - W : 45 IE 12" CPEP W =38.9 : : : : : CB AST - - - -- _ • ................................................. ; _ ; ; ; _ •RM = 41.37. _ - - -- . a � �v 'a k,, - c. ... � � ........... IE 6'CONC W= 39.8• 40 1: 40c, 2 ............................... �. MA : 1� . LF r" 4.00 '1LC • 0.71X - - - -O r lLJ LF C/00 'vC • "It z - 35 : : no W ... ...... ;...... A ` .� ....................................................... ............................... .............................................................................................. ............................... ........��........... l�Llfi �' MMI 10 NO1!'1N M:TALl 1 TAE • 0� �!� A ` : ,� INSTALL QI�IE STM (MIN 1 FROM W CL 2 J ADANM DEV& MA P Ter' N • Mn rM� 10os�o: � ; MANHOLE-70 OWSS SEATTLE N�IST � � W � r r To ; �w � 9 w � ; ETHAFOAM PAD BETWEEN SEWER 'AND WATER- _ ; A 910,041Wft- ET Fr 30 ; ; ; go= '�M - U MAINS ENICASE PIPE 1 r ALL SOD ors ..... .................................................................................................... ............................... r N • ` 7�:.............................'.........' .............................'. :. o; Wlaww ! MM RIM =4 '_ •' : : : : : WITH • 909 • PSI X• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IE 6 ". N =40.2 �„ •H�/Pjr • IE 6" • E=40.2 � �' s • m3 IEk om it r • icm IE 6 "' NW= 39.9 : : : : `, � �� : : : ; ; ; ; : : : : : : : : : : WC0111 Ir M • Xlft IE 6" SW= 39.1 t11A1lRL MI AT ti . . . . . . . . . . . .......... . ..�. ---- - - - - -- RECOUNENDED FOR APPROVAL WASTEWATER UTIUTY It a 3 - /S -o DATE s L� 1.. 6. No. ROLL • -� �'� � CITY OF CENTRAL BUSINESS DISTRICT 3/14 /* RENTON UTILITY REPLACEMENT we DATUM A••:w k aW siwrArtrgwanB,D.ert S -1 n aic rrvx .� �� WBLS AYES 3ND105bID z ix opt :i..rot); S -298 1 F 2�6 ,--I 1J .0 --I I r*14% c++j I am NM m 4QRFN& IE ar S • 3460 REMM Ir E me 33.75dk NEC Ir V1 me 336 65* REMM ar it • 34.Cn* CHAMM MH- 70 FIT ..................... ....................... z 0 LLJ ou C, .3 W C4 L ............... u.... 16L ALI 04 ISTA 3&a LT NNW WTmL I" Tw-p of 0 IL U., 30 kwir wm To lam SSMH RIM=40.85 ....... . ............... 04 rN'a°. ............................................................................... ................................................................................................. ....... A*A� SM FIR ........... . . . . . . 9L- CHAN-33.-7 . . . . . . KTAL IMA It • X0 go 4145 SDMH ft" Ir To Xm is Ir if • 3LIJ INSTALL ONE ST" (MIN IV) OF Ir DIFFROM IE 8" N=34.1* u :INSTALL : IE Sw S= 34.0• it or s • Am MAN"OLE TO CROSS SEATTLE PNMJW MA"M PAD SE AND WATER E=38.16 IE 6" SW=? MAPM OCASE-PPE I A41 ------ ................................... WN-91000 PSI WX RECOMMENDED FOR APPROVAL aL.-s- 6�� wcr/o.r WASTEWATER UTIUTY DATE wwp of. JIM 10 20' Cl TY OF d RENTON kwa DATUM qq M �Ik Or L MR A A" m q AN woromm wnnwmvvv AN"I DspL NO. 4W REVISION BY DATE APPR ROLL "9�� FR 227 CENTRAL BUSINESS DISTRICT 1 3/14/011 - - - vv V "Cmm-FID AM IS Jdot UTILITY REPLACEMENT swrw m3tKomw S-2 S Nl"AVES(SX070S 3 1 c" 0 • � r II r"ll -4z CID llz�o I 13+00 14+00 15+00 SDMH....................................................................................12+00 ................................................... ................................................................................. RIM=41.10 .......... ...... C:/L E/W=36.5 IE 6" SE = 36.9 SSMH SDMH iRIM=41.10 1 6- NE=37.1 IE 8"-N=38.1 -s QMk NOT FOUND. IE' 8" N=35.35 IE 8" W= 38.5 RIM-40.77± ff. 8" S=35.45 IE 8"-S=38.2 ....... SWk (r46T'rduNbj ...... IE N .30.7 t * ............................................................ .... tE. •.4.".'E=.38.B • RIM-40.881 CB EAST..... IE 6 W= 38.51.; IE 6" E=38.91 IE N=36.5+ RIM=40.23 IE 6" W=39.0 tEl WEST RIM -- 40.06 CB (WEST) IY 6- E=38.4 (It C r cr V) 45 RIM=40.27 or 3: W-z 4E- •6w E=38,9 ..... .. > ........ .............................. X x X > ............... .... ........ ................................................ -9 > ................................ Li .... CB -EAST .......... 61? at z D vy w z Z .4 bul or w RIM= 39.98 • ui I.- 41 Ir 0 - . 1--8 u 1-8 0 Ix 0 or W 6" W= 37.8 --.) -i ::) -i T 6- N=37.8 z z ZID NE 4m E=39.0 a[ 40 ....................... .......................... ........... ..... ................................................. ... ........ ..... . ... ....... • ................ lullw 'wl 35 MEN .... ........................ .............................................................. rw ... 111111 ............................ - ------ 2" cm PC 0 aw NM m 4QRFN& IE ar S • 3460 REMM Ir E me 33.75dk NEC Ir V1 me 336 65* REMM ar it • 34.Cn* CHAMM MH- 70 FIT ..................... ....................... z 0 LLJ ou C, .3 W C4 L ............... u.... 16L ALI 04 ISTA 3&a LT NNW WTmL I" Tw-p of 0 IL U., 30 kwir wm To lam SSMH RIM=40.85 ....... . ............... 04 rN'a°. ............................................................................... ................................................................................................. ....... A*A� SM FIR ........... . . . . . . 9L- CHAN-33.-7 . . . . . . KTAL IMA It • X0 go 4145 SDMH ft" Ir To Xm is Ir if • 3LIJ INSTALL ONE ST" (MIN IV) OF Ir DIFFROM IE 8" N=34.1* u :INSTALL : IE Sw S= 34.0• it or s • Am MAN"OLE TO CROSS SEATTLE PNMJW MA"M PAD SE AND WATER E=38.16 IE 6" SW=? MAPM OCASE-PPE I A41 ------ ................................... WN-91000 PSI WX RECOMMENDED FOR APPROVAL aL.-s- 6�� wcr/o.r WASTEWATER UTIUTY DATE wwp of. JIM 10 20' Cl TY OF d RENTON kwa DATUM qq M �Ik Or L MR A A" m q AN woromm wnnwmvvv AN"I DspL NO. 4W REVISION BY DATE APPR ROLL "9�� FR 227 CENTRAL BUSINESS DISTRICT 1 3/14/011 - - - vv V "Cmm-FID AM IS Jdot UTILITY REPLACEMENT swrw m3tKomw S-2 S Nl"AVES(SX070S 3 1 c" 0 • � r II r"ll -4z CID llz�o I PAY LIMIT TRENCH BACKFILL 8" ASPHALT CONCRETE PATCH NOTE 3 BELOW) CONSTRUCTION NOTES � 5 -0" FOR 12 ", 8" & 6" STORM I 1. CENTERLINE STATIONING N XI CITY MONUMENTS CV AND SANITARY SEWER LINES EXIST. ASPH. CONC. PAVEMENT S BASED TIN 0 EXISTING G C ONUMEN S 3' -0 FOR ALL WATER MAINS FINAL JOINT (TYP. EACH SIDE) FOR ALL STREETS IN THIS PROJECT. CL SEE NOTE 2 BELOW 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) CITY BENCH MARK #2123: ELEV. = 45.11 FEET (13.75 METERS) NGS BENCH MARK I ( BRASS DISC STAMPED "Q 462 1973" SET VERTICALLY IN THE SEE DETAIL FOR STREET SOUTHERLY FACE OF BRICK WALL OF US POST OFFICE RESTORATION REQUIREMENTS MAIL HANDLING BUILDING, APPROXIMATELY 1.5' EASTERLY OF EXIST. ASPHALT PAVEMENT OVER SOUTHWEST CORNER OF THE BUILDING LOCATED AT 12" CONCRETE AND / OR BRICK NORTHEASTERLY CORNER OF HOUSER WAY AND WILLIAMS TYP TRENCH BEDDING AVENUE S. APPROXIMATELY 4 ABOVE THE GROUND. 4 ° AND BACKFILL CRUSHED SURFACING TOP COURSE AS NEEDED ° ° 4 BACKFILL MATERIAL PAY LIMIT OF TRENCH CITY BENCH MARK #1939: ELEV. = 37.35 FEET (11.383 METERS) TOP OF LEAD do TACK NATIVE IF APPROVED BY ENGINEER OR SEE DETAIL SET IN CONCRETE MONUMENT AT INTERSECTION OF WILLIAMS IMPORT PER SECTION 9 -03.19 AVENUE S AND S RIVERSIDE DRIVE. ° SELECT BACKFILL OF THE SPECIAL PROVISIONS. " ( ) 6 CRUSHED SURFACING TOP COURSE 4 ° ° ° 4 ° ° e 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE ° 4 - PROPOSED 8 "- 6" SEWER PIPE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. $ ° PROPOSED 12" - 8" STORM PIPE 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND �► PROPOSED 8 WATER PIPE PATCH PAYMENT PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES 9 -03.16 BEDDING MATERIAL FOR ASPHALT CONCRETE PAVEMENT AS DEFINED BY THE CONTROL POINTS. THERMOPLASTIC PIPE. 6. ALL MANHOLES AND CATCH BASINS SHALL HAVE lot FOR STORM PIPE: PIPE ZONE MATERIAL PER SECTION RESTORATION DETAIL LOCKING LIDS. 9 -03.16 BEDDING MATERIAL FOR a THERMOPLASTIC PIPE. NOTES: NTS 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. ° a FOR WATER PIPE: PIPE ZONE MATERIAL SHALL BE ° NATIVE MATERIAL UNLESS DEEMED ° ° e UNSUITABLE BY THE ENGINEER, 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS ° ° THEN PIPE ZONE MATERIAL PER PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORKDAY. THIS WORK OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. SECTION 9- 03.19. IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 9. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 10 " 2. THE JOINTS FOR FINAL PATCHES SHALL BE A MINIMUM OF 1' BEYOND THE THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FR01N). EXCAVATION OF UNSUITABLE SOIL AND UNDISTURBED EDGE OF THE TRENCH. WHERE ROAD IS TO BE OVERLAID, 10. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD BACKFILL OF FOUNDATION MATERIAL JOINTS MAY BE SAW CUT OR NEATLY WHEEL CUT. WHERE FINAL PATCH IS PLAN # F008, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE (IF NECESSARY) DEPTH AS APPROVED NOT TO BE OVERLAID, JOINTS SHALL BE SAW CUT AT FULL LANES CURB AND GUTTER." BY ENGINEER. MATERIAL SHALL MEET UNLESS APPROVED BY THE ENGINEER. SECTION 9- 03.9(1) BALLAST 11. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN 3. WHERE ROAD IS TO BE OVERLAID, THE FINAL PATCH SHALL BE 8" CLASS 'B' # F007A, DRAWING # FR02A. OR CLASS 'E' OR A COMBINATION OF CLASS 'B' AND CLASS 'E' TOTALING 8 ". WHERE THE ROAD IS NOT BEING OVERLAID, THE FINAL PATCH SHALL BE 2" 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, SANITARY SEWER STORM, AND WATER PIPES OF CLASS 'B' OVER 6" OF CLASS 'E' OR CLASS 'B'. INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE TYPICAL TRENCH BEDDING AND BACKFILL SEPARATION. 4. ALL TEMPORARY PATCHES ON UTILITY TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN TWO (2) WEEKS OF COMPLETION OF THE INSTALLATION OF THAT UTILITY WORK UNLESS APPROVED BY THE ENGINEER. THE ENGINEER NOTES: WILL ALLOW PORTIONS OF TEMPORARY PATCHES TO REMAIN WHERE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. ADDITIONAL TRENCHING WILL BE REQUIRED FOR ANOTHER UTILITY. 5. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL Smh,29 2. HAND TAMP UNDER HAUNCHES. BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 3. COMPACT PIPE ZONE MATERIAL TO 909 MINIMUM DENSITY ----- MANHOLE FRAME EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 6. AFTER COMPLETION OF ALL PERMANENT PATCHES FOR BOTH STREETS, AND COVER HAND TAMP ONLY. THE PROJECT AREA SHALL BE GROUND TWO INCHES (2) AND OVERLAID 33 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE WITH TWO INCHES (2 ") OF CLASS 'B' ASPHALT. RISER SECTION, FLOW LINE IS MAINTAINED. IF NEEDED , 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS 24' 6' REDUCING SECTION BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN CURB INLET OR 1/4' STEEL PLATE THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. FRAME AND COVER OR 1/4' STEEL PLATE - - --21J• _-�i 1/4' STEEL PLATE WITH SAME AREA AS SAME SIZE AS REDUCING SECTION RISER SECTION 20 D�a. CONSTRUCTION SEQUENCING k- zo•Dla.� 40• 24• RISER SECTIONS 1. ALL CONSTRUCTION AND FINAL RESTORATION OF EACH AS NEEDED --- -32' STREET SEGMENT SHALL BE COMPLETED PRIOR TO 34' CB TYPE 1L BEGINNING CONSTRUCTION ON THE NEXT STREET SEGMENT. BASE SECTION AN EXCEPTION WILL BE MADE IF THE CONTRACTOR USES MORE THAN ONE CONSTRUCTION CREW. THE CONTRACTOR 26' CATCH BASIN TOP VIEW MAY THEN BEGIN CONSTRUCTION ON A SECOND STREET OR CONCRETE INLET SEGMENT. SIDE VIEW SIDE VIEW TOP VIEW IE W RECOMMENDED FOR APPROVAL �. CB w / CURB INLET FRAME CB TYPE 1 / L w MANHOLE FRAME L HAP `~ J ST NOT TO SCALE w' hitio NOT TO SCALE SURFACE WATEIVOTILITY DATE WASTEWATER UTILITY DATE 9� AS SHo '� ' " "' CITY OF CENTRAL BUSINESS DISTRICT 3/14/05 S N 4*%Z 3/1510 � _ RENTON wpmlo of .��, UTILITY REPLACEMENT WATER UT/uTr DATE of ES a o6 R DATUM . oo ML m Noires AW mi N0. REIASIOIV � QATE IIi�R � � ws www.w+r �� WA�.S 12 12 VCAWC) On t 2 260s EE 1 It 0 1 Now- ROLL 1'9.7 FR 2 � 8 C1 ,J ti 1 E a 3 DO C -1 co S. O N C/)cf) I� N 2:z _za C R 4z 986.5 IE CHAN 12 N/S=39.0 INV 8"S35.11 CL S1111111NN-42.81 N owe„ 71 I IE z' �I I 30' I ASPHAII x CPCP "_38.9 IF 6" CDNC SC=39.4 m U c C fi 2 J z III CB RI's=42.09 •GRAVEL I a h ASPHALT \\ if} L SSMH # 3 E 6" CONE SW 38,9 lllull T I2 �' �n l NO BASEMENT ,T STA 20+93.6 LT 4.2' B ✓L 87 2 STORY 'SONARY FIN [COh 5 2 SS HOT LO - C PRE C-TO10 NOT VISIBLE LI 3.CB ABANDONED IN PLAI CR '.•=12.21 C NOTES: SIDE SEWERS SHOWN BASED UPON BEST INFORMATION. CONTRACTOR SHALL LOCATE SIDE SEWERS WHILE REPLACING MAIN AND ALL LIVE SIDE SEWERS SHALL BE REPLACED FROM THE MAIN TO APPROXIMATELY TWO FEET FROM CURB AND GUTTER SEE DETAIL B079A. AS -BUILT SIDE SEWER INFORMATION SHOWN BASED UPON NOTES PROVIDED BY CONTRACTOR AND TELEVISION INSPECTION REPORTS. INFORMATION SHOULD BE CONSIDERED ± 4'. PIPE SLOPE WAS CARRIED THROUGH MANHOLES. 55 ---]�' N - -i N 01'29'08 "E 0 56200-16. ' 0. 6" HE ACTIVATED) - SS - C -1 WELLS AVE I S. O SDMH RIM=42.98 ➢ o I� LT 4.6 2:z _za C R 4z 986.5 IE CHAN 12 N/S=39.0 INV 8"S35.11 CL CHNL=36.73( 8"N/ 81S) S1111111NN-42.81 N owe„ 71 I IE z' IF 6" GONG SIN =39.4 iE 12 AN NN S- 38.9 ASPHAII IS 12 CPCP "_38.9 IF 6" CDNC SC=39.4 m CB RIM 41.40 W z III CB RI's=42.09 •GRAVEL I a ASPHALT \\ BLDG, II 225 F 6 NW=39.9 FIN FLOOR =43.0', L SSMH # 3 E 6" CONE SW 38,9 lllull T NO BASEMENT ,T STA 20+93.6 LT 4.2' iBLDc 231 BLDG ); 2z9 zz7 1/z -T -CD- FD rd�_ - -� FIN FLOOR 43.2 BLDG. (r 227 b _-_ 6DNC WALK RIM=43.00 FIN FLOOR =43.0 !J/BASEMENT FIN FLOOR =43.1 BLDG. 8 221 a CL CHNL=37.50(8"N) o CAPPED STUB b BASEMENT PER OCCUPANT V/PEMENTL EN FLOOR =43.6 STA 25+25 a _ - w/ BASEMENT M �yy\\� PER OCCUPANT COVE. YIALK\V1.A o 31�AA\VAAI�VAAAAA 55 ---]�' N - -i N 01'29'08 "E 0 56200-16. ' 0. 6" HE ACTIVATED) - SS - SD -----I D 1ST SAVINGS BANK BLDG_ # 2D1-207 SB LIST SAVINGS BANK BLDG. it 201-207 C -1 WELLS AVE I S. O I SSMH # 2 ➢ o I� LT 4.6 2:z _za C R 4z 986.5 ht INV 8"S35.11 CL CHNL=36.73( 8"N/ 81S) S1111111NN-42.81 N owe„ 71 I IE z' colic N-35.61 iE 12 AN NN S- 38.9 ASPHAII IS 12 CPCP "_38.9 s=L,uT m CB RIM 41.40 W z III IE 6' CONE 6-38.9 I a ASPHALT \\ L ASp'nALr E 6" CONE SW 38,9 lllull T -.. 0 =--F.D.'. ,T --FD. _ I COAC WALK AN 6 4 SD -----I D 1ST SAVINGS BANK BLDG_ # 2D1-207 SB LIST SAVINGS BANK BLDG. it 201-207 ID ®Q - sD _ S I' _.,Iv`� -cam x N w Q o - u o Y ■ - / \ IIII ouc. "'ILK - cuRB c -nLN _ m 2}{_y� _ N (~n - CLo - •1® cl _ /}I�1Iy� to - .$Ic L \ ® 6" DEC. G DEC. �1 - �C} -, .. - 6- DEC. J6' DEC Y CCYC. 1'ALKJE0.1 p.'�6' Df C, o UEC. �. - C.'R6 A C'JL F2 -. \'/ _ _.I•-1i� -_._ _(_, m _ F�_I LI �T eJ _-- =oca - - - _ \ \\\\\\ \ \\\\\ LIJ - ,, `t'LEG . 230 I "IN FLOOR -42.8 .LDG. y 234 \ \ BLDC--. l; 230 BLDG p 726 27.4 \ \ \ \ \ \\ \ \ \ \ \ o oac. wcL,i / I� 17 „fin �'I __- ` \ FIN FLooR -42.9 \ \ - �� ,�TO BASF ENT PER I FIN FLOOR -413 a FIN FLOOR= 4.0 v BLDG 27G OCCUPA.iA' : W/ BASI_fd_NT TO FIN FL004 M1 <.7 I BLCG. } 210 - ` V aLI FIT R- 43.0 \ RECONNECTED '! ice` V BLDG. it 232 REAR OF BLDG NO B.eSEME\T - BLDG F 216 A LOVlFR LEVEL E. A FIN FLOOR=42.3 \ DRY STUB IIy 1 FIN FLOOR -43. PER OCCUPANT FIN FLOOR=451 �' "_: U PER OCCUPANT S.D. '. H AM -4255 No BASEMENT SIDE BLDG STA 25+22 V!/RLS'10 4 j 9 2 CB RN 112 ELEV_=40.4 CB HIV -41.37 E. s E .oz ORarr v/3' we E 6 WN -40 .8 : RTC(, C, y 20 .a r0 510 IF 6" COiNC V639. EIIALK TYP. 8 _ - '•. E 519 i -N FLOOR -42.5 aonD ccaC.E m = I ".m nsz SDIAI HIM -12.10- . -Cs. P. <23�. I Ie cL cHaN Iz s/1v- v.6 I -4. 2 ASPHALT x L i N I � 30' 30 '. - I I � I BM 66-56.B x SET CHSLD SQ. IN BK I - ' � OF SIDEWALK ®SW COR. I I 2' SQ. COLUMN EL=43.04 i 21+00 22+00 23+00 24+00 25+00 ... C'._ 8 _/H 37.x ............. ......................... ... ..... ............. ....... .... ... - - I IE �J C S 3f3.2 OB WEST SDMH RIM-4298- Ic 6' O (' \ :iH➢ : : : : : : RI 42.09 IF CL CHAN 12 u S-3°.0 : _ , EXISTING :SF!- R PIPE IS DAMAGED / - - - 166' NE -39.9 IF C' CONE SN, -39+ NOT ABLE TO PERFORM TV INSPECTION IF 6" CONE SE=39.4 - _ -STELE F� ABANDONED IN PLACE � � � � � - r � � IE c c / = 3H.c - _ c8 rnsr - --2 - R13 3 .88. t' . ..... ..:... ...:........................... :...... ..:.........:.. ...... .....: ...... RIII 42.56 SSMH RIM 42.96 .............: ....... ............... ..... .. .......... .. _--..--------.... '. I. IE 6 NW -40.8.... ..... I)L CHAN 8" N/c-35.8 . CH..w. ST ..... .... - RIM=41.40 - - - - - IE 6 CONS E=38.9 - SS%!H L,=4] - SDMH R'A- 7.87 - IE 0 CONS 4=39.2 C_ CILN 12' =-d.2 - _ IF 12 GONG N=38.6 : : : : IE 6" CONE. SW -389 8 CNC SF 0g.3 _ IE i7' GOING S=38,7IT - - - 45 PEP w=389 :..... CBCAST - - IE 6' CDNC Vi-39.8Al ' Ike w d 7- 40 I _ :-ABANDOIT z NED......... ....._.........:.........:.........:.........: ---_ - _ - _-_ -._.. --- .. .... _.. ........ ....... _........ ........ ....... A- _ _ _ _ - -- --_ -- -_ -_ I.. ° nI _ oon r a" ro yr 1 1 n 203 LF 8" C900 PVC @ 0.11% 35 SSMH #3 T " (DISTANCE IS. CENTER TO CENTER " " " " " " ...... ...... " .... .. " .. " " " " " " " " " 282.5 LF 8" C900 PVC @ 0.57% STA 20+35:2± LT 4.9' STA�"e= 'ooen-rr'r 20+93:6± LT 4:2' } DISTANCE IS CENTER TO EDGE) - �\ �w INSTALL NEW TYPE B 54" SSMH : : : SSMH It ( - 1 PLUG 8" MAIN TO NORTH 2+g6.5 LT 4.6' ABANDON SSMH PER RIM= 48.99± 43.00 INSTALL ONE STICK (MIN 18') OF 8" DIP FROM E I I'' SSMH DETAIL B71A : IE 8" N =3;<6& 37.50 INSTALL NEW TYPE B 54"SSMH MANHOLE TO CROSS SEATTLE PIPELINE. INSTALL (`_ - STA25 88.5±1I 25+81.4LT5.0' 30 : PLUG 8" MAIN TO SOUTH - RIM =8.99 42..98 _ _ ETHAFOAM PAD BETWEEN SEWER AND WATER 2672 - - INSTALL NEW TYPE B 54" SSMH ...... ...... .. ... ....... .... _ .. ....... .. ..... WITH 2 PSI MIX CRETE. .. _ .MVI RIM'^-. 4 215 Ot ..... .... MAINS. :ENCASE PIPE 12" ALL SIDES MINIMUM CLCHNL=36.73(8"Nl8"S) : S-298805 - 2000 PSI _ _ IE ,7 - - : :IE 8"S-2&24,35.11 -- ' CL CHNL = 34.91 (12"E 112"m SEI- .,... �w _ 1"=20 xavaamilxm lem+ee1 �� >s CITY OF CENTRAL BUSINESS DISTRICT �h3/14/05 ORIGINAL SEALED 3/15/2005 RECORD DRAWING MAB f1°°AOAC BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY MAB RENTON UTILITY REPLACEMENT vpuu xu AND OTHER INFORMATION PROVIDED BY CONTRACTOR °Np I"p1 DATUM AS -BUILT MAB 2/2014 DH AT ""� ! 9/ 9/ P SANTARY SEWER REPLACEMENT S -1 23169 Plannin Buildin Public Works Dept. NO. REVISION BY DATE APPR*a I""F I,IIIT�PONCLT WELLS AVE S (S 3RD TOS 2ND) 9ET 2 12 71 8'0 5- 5-2 8851 C O m z 0 z c m m D C -1 SSMH # 1 O { O m ➢ o m RIM=42.01 2:z _za C n>� ht INV 8"S35.11 v� GE, N owe„ 71 CL CHNL=34.91 (12"E/12"W) a n L,En t,, ASPHAII s=L,uT m CB RIM 41.40 W z III IE 6' CONE 6-38.9 IE 6CO " ,C l-59.2 E 6" CONE SW 38,9 -T -CD- FD rd�_ - -� - b _-_ 6DNC WALK -UR-� _c KRB k GLlrr£R a + o CAPPED STUB ( 6 DEACTvr TED) N STA 25+25 a _ - M _ o ID ®Q - sD _ S I' _.,Iv`� -cam x N w Q o - u o Y ■ - / \ IIII ouc. "'ILK - cuRB c -nLN _ m 2}{_y� _ N (~n - CLo - •1® cl _ /}I�1Iy� to - .$Ic L \ ® 6" DEC. G DEC. �1 - �C} -, .. - 6- DEC. J6' DEC Y CCYC. 1'ALKJE0.1 p.'�6' Df C, o UEC. �. - C.'R6 A C'JL F2 -. \'/ _ _.I•-1i� -_._ _(_, m _ F�_I LI �T eJ _-- =oca - - - _ \ \\\\\\ \ \\\\\ LIJ - ,, `t'LEG . 230 I "IN FLOOR -42.8 .LDG. y 234 \ \ BLDC--. l; 230 BLDG p 726 27.4 \ \ \ \ \ \\ \ \ \ \ \ o oac. wcL,i / I� 17 „fin �'I __- ` \ FIN FLooR -42.9 \ \ - �� ,�TO BASF ENT PER I FIN FLOOR -413 a FIN FLOOR= 4.0 v BLDG 27G OCCUPA.iA' : W/ BASI_fd_NT TO FIN FL004 M1 <.7 I BLCG. } 210 - ` V aLI FIT R- 43.0 \ RECONNECTED '! ice` V BLDG. it 232 REAR OF BLDG NO B.eSEME\T - BLDG F 216 A LOVlFR LEVEL E. A FIN FLOOR=42.3 \ DRY STUB IIy 1 FIN FLOOR -43. PER OCCUPANT FIN FLOOR=451 �' "_: U PER OCCUPANT S.D. '. H AM -4255 No BASEMENT SIDE BLDG STA 25+22 V!/RLS'10 4 j 9 2 CB RN 112 ELEV_=40.4 CB HIV -41.37 E. s E .oz ORarr v/3' we E 6 WN -40 .8 : RTC(, C, y 20 .a r0 510 IF 6" COiNC V639. EIIALK TYP. 8 _ - '•. E 519 i -N FLOOR -42.5 aonD ccaC.E m = I ".m nsz SDIAI HIM -12.10- . -Cs. P. <23�. I Ie cL cHaN Iz s/1v- v.6 I -4. 2 ASPHALT x L i N I � 30' 30 '. - I I � I BM 66-56.B x SET CHSLD SQ. IN BK I - ' � OF SIDEWALK ®SW COR. I I 2' SQ. COLUMN EL=43.04 i 21+00 22+00 23+00 24+00 25+00 ... C'._ 8 _/H 37.x ............. ......................... ... ..... ............. ....... .... ... - - I IE �J C S 3f3.2 OB WEST SDMH RIM-4298- Ic 6' O (' \ :iH➢ : : : : : : RI 42.09 IF CL CHAN 12 u S-3°.0 : _ , EXISTING :SF!- R PIPE IS DAMAGED / - - - 166' NE -39.9 IF C' CONE SN, -39+ NOT ABLE TO PERFORM TV INSPECTION IF 6" CONE SE=39.4 - _ -STELE F� ABANDONED IN PLACE � � � � � - r � � IE c c / = 3H.c - _ c8 rnsr - --2 - R13 3 .88. t' . ..... ..:... ...:........................... :...... ..:.........:.. ...... .....: ...... RIII 42.56 SSMH RIM 42.96 .............: ....... ............... ..... .. .......... .. _--..--------.... '. I. IE 6 NW -40.8.... ..... I)L CHAN 8" N/c-35.8 . CH..w. ST ..... .... - RIM=41.40 - - - - - IE 6 CONS E=38.9 - SS%!H L,=4] - SDMH R'A- 7.87 - IE 0 CONS 4=39.2 C_ CILN 12' =-d.2 - _ IF 12 GONG N=38.6 : : : : IE 6" CONE. SW -389 8 CNC SF 0g.3 _ IE i7' GOING S=38,7IT - - - 45 PEP w=389 :..... CBCAST - - IE 6' CDNC Vi-39.8Al ' Ike w d 7- 40 I _ :-ABANDOIT z NED......... ....._.........:.........:.........:.........: ---_ - _ - _-_ -._.. --- .. .... _.. ........ ....... _........ ........ ....... A- _ _ _ _ - -- --_ -- -_ -_ I.. ° nI _ oon r a" ro yr 1 1 n 203 LF 8" C900 PVC @ 0.11% 35 SSMH #3 T " (DISTANCE IS. CENTER TO CENTER " " " " " " ...... ...... " .... .. " .. " " " " " " " " " 282.5 LF 8" C900 PVC @ 0.57% STA 20+35:2± LT 4.9' STA�"e= 'ooen-rr'r 20+93:6± LT 4:2' } DISTANCE IS CENTER TO EDGE) - �\ �w INSTALL NEW TYPE B 54" SSMH : : : SSMH It ( - 1 PLUG 8" MAIN TO NORTH 2+g6.5 LT 4.6' ABANDON SSMH PER RIM= 48.99± 43.00 INSTALL ONE STICK (MIN 18') OF 8" DIP FROM E I I'' SSMH DETAIL B71A : IE 8" N =3;<6& 37.50 INSTALL NEW TYPE B 54"SSMH MANHOLE TO CROSS SEATTLE PIPELINE. INSTALL (`_ - STA25 88.5±1I 25+81.4LT5.0' 30 : PLUG 8" MAIN TO SOUTH - RIM =8.99 42..98 _ _ ETHAFOAM PAD BETWEEN SEWER AND WATER 2672 - - INSTALL NEW TYPE B 54" SSMH ...... ...... .. ... ....... .... _ .. ....... .. ..... WITH 2 PSI MIX CRETE. .. _ .MVI RIM'^-. 4 215 Ot ..... .... MAINS. :ENCASE PIPE 12" ALL SIDES MINIMUM CLCHNL=36.73(8"Nl8"S) : S-298805 - 2000 PSI _ _ IE ,7 - - : :IE 8"S-2&24,35.11 -- ' CL CHNL = 34.91 (12"E 112"m SEI- .,... �w _ 1"=20 xavaamilxm lem+ee1 �� >s CITY OF CENTRAL BUSINESS DISTRICT �h3/14/05 ORIGINAL SEALED 3/15/2005 RECORD DRAWING MAB f1°°AOAC BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY MAB RENTON UTILITY REPLACEMENT vpuu xu AND OTHER INFORMATION PROVIDED BY CONTRACTOR °Np I"p1 DATUM AS -BUILT MAB 2/2014 DH AT ""� ! 9/ 9/ P SANTARY SEWER REPLACEMENT S -1 23169 Plannin Buildin Public Works Dept. NO. REVISION BY DATE APPR*a I""F I,IIIT�PONCLT WELLS AVE S (S 3RD TOS 2ND) 9ET 2 12 71 8'0 5- 5-2 8851 C O m z 0 z c m m D C -1 r O { O m ➢ o m 2:z _za C n>� ht v� GE, N owe„ 71 � a n L,En t,, N m n � W z III 8 O ➢ o m o o C ac G mN z n � m � Z C m 3 3 W 0000 �� 00 NOTES: SIDE SEWERS SHOWN BASED UPON BEST INFORMATION. I_� Norza'zo"E 2656.29' cALc. CONTRACTOR SHALL LOCATE SIDE SEWERS WHILE REPLACING MAIN _ \ N � � � AND ALL LIVE SIDE SEWERS SHALL BE REPLACED FROM THE MAIN TO I �- I� I APPROXIMATELY TWO FEET FROM CURB AND GUTTER SEE DETAIL 3079A. D vIn v N 8i_DG. 794 \ , AS -BUILT SIDE SEWER INFORMATION SHOWN BASED UPON NOTES PROVIDED 2 s O' Y MASONAR" WILLIAMS AVE . SI z 4 FIN FLOOR= 41.0 BY CONTRACTOR AND TELEVISION INSPECTION REPORTS. INFORMATION r \ / / u0 A PAIRENT SHOULD BE CONSIDERED ± 4'. BASEMENT \ 2 STORY GONG, BLOCK Iz ' a PIPE SLOPE WAS CARRIED THROUGH MANHOLES. FIN F Loon 40.9 �} a XI 10 1Y NO BASEMENT " �'+' BLDG. /� 229 & 231 �'\ m e _ La RIM 4112 A SSMH # 4 2 STORY MAS231-4 \ ss E (. Ecu�o) PW FLOOR d 231=40.9 E 3 avc E/1 aos RIM=40.60 r A R'8 s_ CB RnA=40.80 Flu FLOOR g 229-111 LB RIIJ-40.8D INV 8" S 33.80 v' I ^' ° SSMH 6 'E s'PVL E/" Do N/ NO APPARENT IF rave E/6-400 ss RI' .115 \ INV 8" S 33.80 BASEMENT c C'AN N/s=3E,4 1 RIM=41.04 Ya ,,.-4.. CL CHNL=33 40 (12"E/W) I BLDG # 22s ' B" N=38.04 SSMH IM 41#OS 3 sroR`Y coNc eLoc. IF 3•PVC E 4, 4 ACCESS TO FIN FLOOR 41.3 C6 R,.- aufi ss R .,� CB RIM -4027 UNDERGROUND OL GHNL=34.88 NO BASEMENT BUT SOME °STiALr nsannLT IF 6 CO� C E-364 �G ` s s F c"CCSC E-38.9 VAULT (8" N BC 8" S) CABLE VAULTS CB FIN 47.88 - E 10 -�uGa \ 8'DE°. H'oea 8225 _ a'Dec 1 A \ 3 IF r»VCE/S3- j II e C r� UL I UGP �11\\ COAC. 19AI K \ 00AC i0 SUTAH EF = 03 IF 9' VC E/5=40.0 I i ➢ DEC -IT------__ )�Go/ _ - uca - - r� _- E s r U e - -- �_ -- -uGP-- 6'Dea 6'DEcL7 -. -- - 8 C3 -L; . �V - _ - -_ - LL�� I= e �ccvc�-'z�'• _ _-_ _-_ �<<o-- - - _ - --�- ® ca_ - ("'� ccac NOIR INEa io"rc. '� i o > "� � -�-/ '�,/ / : Q + x rsPU<LT 304011n1--� .-_ _ --Q - / -cg� :5 r.ee1 _ �G � � t S_=�ca�• -Gr --:✓�� - ✓ �`-_ - g ABANDONED ~ xix ..o ci�,v -_-._ I� - N } -_ r x---- -_ -- Mw ucr� _ _ _.� _ --_ a r' ss--- - ° II. c - N - xQ - d -_-_-- _ �/�� x m - -_ - - ucvFl-._. �_ _ --? c c i '- _ a x� REEF 3 s ( -.. _ --_-- - G - __-_.. cQW-. Vl r' jr _ x- } ii }8 I-� - a - M - c _ NO"773/'r- O a t _ _x x b _ --CC + I� �ol- O x Z O to } } _ _ + x o II ` -c- _ -_ _- r-_ // G 1\1_ _ N x 560 12' N N 8 } } - _ - / y p 4 Q Al-- _ -. G- G- _ 17 M $ x - o N~ ~ sD-. x 4 Q c - -_ c _, x-. r ---. Iz" sry n x e acx nm1 LI' '_-. o ` - ' r amu. - - n m - x ROADWAY N s' EDID '( _.- _ �- - __ or � sD -sD. N o o ex m O ! m -� \ ��: x Y C) - .I �. 2'. - - 8 DEC - - - --_ /�. -UGT - -- - - cr __ _ �� - _---.- _ - tariluF�'£D. Ei' cI vnr R _ _ - - - - _11 _ _ /� CFV0. 44FLK _ -�_ _IIGT.1�_+4 6UEL - �� - T- __ CURB & GUT "R- O r - V __�W -.- ll - - - I D -RGL_ 'x_ p - --- - - _ _ a'oec. 6 DEC. 3'DEc. -.ucT_ 6 oec. 6'occ. `GE3 �,. l� :��=c IN o P z \ bDFC. CO\C. tr'.I li"•� EI �B,oEy,_�s _8�0.L / -LM.6 12DEC��RCi ` .�r Pi ^ i� 11 �L RS H4Li \ x I 6 R.,.„p vo -1IL' rs.EL= IE 3'PVC E/v; 40.3 4' CNN LNK FNG e--o.� -� - v _ IX _ 1- 6 FRIORF7 B6LD cb x,e..SPH I 6'CLAY V!=}9.0 A CONC SII s Ian BLDG- 800 asPnn T cb RL1 osz nsPn nLT o \�� = I S'OR , SONARv A CB 1111-39 9 - °'..N OP- 4155 Ex c1 mn 0. rz-' LIF RM -4093 IF 3'aTc E/w-no.1 \ BLDG. 2.4 I _. a _ a N-38 7± I 7 STORY LONG IF N=S7-E IF }'Pvc E/w=40.1 J STA 14+NE I_E E v 3E. s3 IF _P - E/A RN FLOOR .41.3 GONG I� c a. Rx. 4c3c Le Rn 4ae9 INSTALL NEW SIDE SEWER E 6 w=ma " IE <E -3e.91 IF M avc E vl-4oz W no APPARENT IE a avc E=390 a -ca eIM=ao.43 / "=}s7 / L<a RIu al Iz TO CURB LINE OR PREVIOUS BLDG. I C _ Sol, a,�=41.Ip BASEMENT cp IL I 3- IE a CONY V 8 a R IIS IF N'vr-a9.o BLDG. 222 IE 3 am E/n-:o3 RECONNECT NEW SIDE SEWER DEMOLISHED iC 2 STORY MASONARY a INSTALLED FOR BANK soul .n=40. Fi E 8 S 38.1 C 2 / / -s ------- FN FI OOR= 41.3 E CLAY 8E23 RECONSTRUCTION 15"W -36s �� h JUC c E a r W/NO APPARENT ,65 IF m E }6_r, ,t a_ ._3>� BASEMENT IF a' S_ i6.9 1 I _ o .. I �B9 oae o6_A � ! o �U SET `iSLD 50- 30' BACK cl DI1 N' IK :u S:: GOR- BLDG EL=41_I I FE FE I o I s N a I I oI - I I r I I j I I z mZ DID DI, J W I I N Im 1 12+00 13+00 14+00 15+00 STA SSMH a r F suL, ......... ........ ...... ............... ...... .............. ....... ........... ...... ....... ..... .... .............. ..... ...... ... ........ .... .... ..... ..... ....... ........ ...... INSTALL LT 4.8' m _] z e - INSTALL NEW TYPE B 54" SSMH / : /.S ,'o SSMFH SDraI4 RIM -.41.10 � EI8" N 34:874336 0 z W 6' NF =37.t : RLU,-41.10 IF 8 'N=38.1 - SPEAi ,uoT FOUND? ul a" N=35.35 IF 8 :w=38.5 IE8"S=34,0483.80 . RIU.=40J7i IL 8" 5=35.45 IF 8''5=38.2 :13- ....... ...... ...... ...........:.. `-.8' N 38.7#.. .... ... ......:........ .. IE. 4 E=38.8.. :.... ..... ...............:..... ...... ..... ...... ...... ............. ....... :....... i�E�rM"'ra'rT9"-r// ;;A a516, ... .\ S 88 -OT FOJ \'D' IE 6' f 38.5+ \ 88 OR GASr� IF CL CHNL=33.40(12"E if 12-M . IF 0,23 E-3894 Ic 8� CB WEST I IE 6 W-39,0 - _ ' 45409] o E-38.4 - RIU 4Q Ob CB ... ..III............ ..... ....... ...... .... )!E 5'. E-38,9..... _ ...... .. .... _ ...... .. s;. ............... .... ........... .. .3� ..... ..... .................. CB EAST eaSA' .... .. .. .. .... - m RIM-39.98Ail .. �. lu HE C /=37.8 �< IF 6 N=37.8 _ : z m IF c E-39.0 w�w x oo �o 4 - - - - - - - -: - - - - -: - - - -: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 � I I I e �o I �IiII o0 00 35 ................ ........ .............. ...... ...... ...... .... ................ .... ....... ......... Ggea 27;z 6F 8 Egg 213 LF 8" C900 PVC @ 0.54% - 279 LF 8" C900 PVC P' 0.30 •4% �n (DISTANCE IS CENTER TO CENTER): f •1' - SSMH #6 - - 'SSMH #5 : (DISTANCE IS CENTER TO EDGE) O LOCATE EXISTING SSMH STAN 10+86.8 LT 5.5' - - STA 6T 12+99.5 LT 5.5' xe� an m ';.N RL.. m 30 I Ss o T� .. ;...PLUG .B". MAIN TO NORTH :.. ...INSTALL NEW TYPE.B 54" SSMH,:.............................................. .... .................... .. �' � I ABANDON SSMH PER .. ....... ..INSTALL.NEW TYPE 8.54" SSMH... ....... ................ ... .298806 .. .. o=.. ..m :. � .. � :. cL G. �u-33 ] .......:.. - $ o D S INSTALL RIM= - - 41.35r 41.08 MANHOLE TO STICK SEATTLE EPIIPELINE FROM INS E 8i, -34._i.. s ! DETAIL 671A - IE 8" N=06.96 36.04 ....... el8^ N _ - TALL- IE 8 s 37..0 Z 1E Z �- � ETHAFOAM PAD BETWEEN SEWER AND WATER - � � � " � Gl RI c.as PLUG 8" MAIN TO SOUTH : : : : : IE 8" S -35,2'L : � - "g m E 3a.Ie - CLCHNL=34.88(8"Nl8"SI : MAINS.: ENCASE PIPE:12" ALL SIDES :MINIMUM IF A ' S:=. _ ....................................................... WITH 2000 PSI MIX CONCRETE. ORIGINAL SEALED 3/15/2005 MAB "=20' :: CITY OF CENTRAL BUSINESS DISTRICT 3/14/05 BY LYS L. HORNSBY RECORD DRAWING o�:MAa 7K RENTON UTILITY REPLACEMENT " 23169 RECORD INFORMATION PROVIDED BY SURVEY AS -BUILT MAB 2/2014 m® °XEN DAI UM AND OTHER INFORMATION PROVIDED BY CONTRACTOR JOB AT Planning/Building/Public Works Dept. SANTARY SEWER REPLACEMMENT S-2 IF oEIi NO. REVISION BY DATE APPR "E" TM �`"" ""�1XpL -->J WILLIAMS AVE S (S 3RD TO S 2ND) ter` 3 °F12 A6S-298gS� 00 00 0) AN N CL c p — '2 BM 666-58.0 1 ill \ I cD FND 3" BRASS MRKD. ASPIIALT d " CCI "WSDOY BRYN 1996 O�� EL=38.22 j/''�J AS' In r /'� 8" DECOEC PEAN It) AREA — V S }8' OEL PLPNIFD AREA CB RRA336.11 D 3 CONC. E-35.3 RR TIE i PLANTED AREA RR nE SSMH RIM -37.98 ` TAn1vL, IN 'P;5 IE 8' GAY NW/E-30.0 Moron LINE nDDITI ON ARE / APPROXIMATC AND BASUD C / In A W PLAT DIMENSIONS FROM LOGAN EO N D m� AVE. MEASURED EAST. m � a;a �F a ' n Lz7 PgPNOoN W`RIEl'!-38.33 m I / 21 IE 21" COXC E=}2.2 C 1 STORY. 3 _ Ji" CQU L. .t-32. / WOOD HSE i/ I z .vD1 24 PIPE PrsslNc / m FLOOR =39.91 (NO THROUGH NC/SS 'C' OF / / BASEMENT P _11 3 / / / " STORY I / / L 1 STORY ! METRO SSMH FIN FLOOR —39.60 N n FIN F ]SF /j 10] FIN FLOOR ,A7 STA 10+49 LT 11' \ � 7 m = P' RIM -38.32 "'- MH LOCKED COULD NOT OPEN ! SD`.'.e Tv -1117 — IE 21- CO,\'C E/'J•=32> IE 12 CCN' 3<32- c p — '2 BM 666-58.0 1 ill \ I cD FND 3" BRASS MRKD. ASPIIALT d " CCI "WSDOY BRYN 1996 O�� EL=38.22 j/''�J AS' In r /'� 8" DECOEC PEAN It) AREA — V S }8' OEL PLPNIFD AREA CB RRA336.11 D 3 CONC. E-35.3 RR TIE i PLANTED AREA RR nE VOT B 01 C /SC 0 SINCE PPE CO\0. LK / CRrN[L I \ \ n I'Ytt 1 —. CURB &GUTTER CONIC V ��ENI ,—rv-_.a_ - u _ — A \\I J \\\ _ _ _ _ SII, l 10!' IEAM1a ASPHALT RonDmAr METRO _— — _. coNc I AGO.NLS. n' IRCN INC cuaB sic;u T.c CON-- METRO o, r r _ __ 1- _ C ASPIm T�PDn'aDrvnr c - - —.—.— _ —. — METRO— o - c _ _ 1E9N — _-1- - -� - - - _ - w a� — - b 7T r i - �- - — - _ � ° -- _ rl_ _. w -.-za -ol __ - � w ------- ss v - -._ 8 � - i- _ _SOI 9 20"W I s X' ` --- L ` _- _--v° --- =-z" cns- G - 8-- - w -_ —._-. _ -SS_ _907.83' - _ A: SIT G 1 c _ cONc. wnLK _ --- -.- - -_ - - /� L1 COLD COIC COPC I ISS. H..Li SBMH RIN=38.AS ASPHALT l IDG I I l _ ' � I 30 3� l IE a cONc a=3as —T D 6 COLD NE 5..0 SSMH MIM -37.89 /1 '1 8 COAC S-341 LB RIMA -3/17 IE 6 CORD s =33.5 STA 13+820 RZ4.WIE - C, NYW35.6 SOM- RIM 3261 u 8 CONO N -32n IE CL CHAN 8' N�33.8 ASPHALT IE a cont E=323 IF 8 LOnC. S=311 • n �� ✓ I I 1 SSMH RIM -38.35 IE e- caNc r-sv A5PHALI _ ( STA 10+49.5 RT 1'r - /� / r- 2 IE 8' CONC. N/E-32.1 A V S L -� 10.00' m F es. �cB a 83 IE 12' CONC. MI -321 '� r- J L oNc 3 n T/ 1') -ass IE 12" CONC. S-31.9 C P L 6 LGAC E.3113 j IS 0. > ' 8 SSMH RIM -3&7I 0 THIS SURVEY BASE MAP WAS PREPARED IN ANTICIPATION II STA 10+04.8 RT 5.5' IE 5' S/E/W -31.8 OF THE CITY PERFORMING CAPITOL IMPROVEMENT IE 12' CONIC N-31.9 SANITARY SEWER WORK IN THIS BLOCK. THAT WORK WAS ` I NOT DONE AS PART OF THIS PROJECT BUT WE ARE INCLUDING THIS DRAWING TO PROVIDE ASBUILT INFORMATION IN - — OF THE EXISTING SEWERS. Ir Y 10+ 11+00 12+0013+00 14+00 ..... 15+00 .............. . ...... _ .... ... ... ........ ..... ............. ..,........... ....................... ...: . 40 f .................................... ................................................................... —.— — — — — — — — — — — — — — — — — — — — — — — — II: — — — — — — — — — — — — — — — — — — — J. L. I - 35 L . -- - —.. - _ _ M :. . `- h... ......... -- - - - - — - - Lu 2 . 30Lu... ................... ......... .............. ......... ......... ........ ......... Z.. ..... J U 25 ...... ....... ................ .. 20..... 5-2.98.801... SU.P.fYN. SVIE Mh CITY OF OE96XED. 1��-20' xoimoxrw NID 1ee�/+ac1 '. � 3/14/2005 SANITARY SEWER REPLACEMENT »r: REN TON BURNETT AVE S (S 3RD ST TO S TOBIN) CNE W1 oaruls 10 108' KING COUNTY SEWER 1 ADD NOTE USE DWG AS RECORD FOR EXISTING SEWERS MAB 2/2014 GIEC%m: �. Myr Planning/Building/Public Warks Dept. S-3 INVERT AT MANHOLE 4.8 t IF x NE IIICN NO. REVISION BY DATE APPR Age S-29 r / 'P;5 'R, C / In A W a EO N D m� I o� m � a;a �F a ' n Lz7 PgPNOoN / / / 1 m / C 1 STORY. 3 / WOOD HSE i/ 103 FN z ' ' m FLOOR =39.91 (NO o z / BASEMENT " STORY HOOD HSE �i 115 1 STORY FIN FLOOR —39.60 N n FIN F ]SF /j 10] FIN FLOOR ,A7 k� \ � 7 m = AY VOT B 01 C /SC 0 SINCE PPE CO\0. LK / CRrN[L I \ \ n I'Ytt 1 —. CURB &GUTTER CONIC V ��ENI ,—rv-_.a_ - u _ — A \\I J \\\ _ _ _ _ SII, l 10!' IEAM1a ASPHALT RonDmAr METRO _— — _. coNc I AGO.NLS. n' IRCN INC cuaB sic;u T.c CON-- METRO o, r r _ __ 1- _ C ASPIm T�PDn'aDrvnr c - - —.—.— _ —. — METRO— o - c _ _ 1E9N — _-1- - -� - - - _ - w a� — - b 7T r i - �- - — - _ � ° -- _ rl_ _. w -.-za -ol __ - � w ------- ss v - -._ 8 � - i- _ _SOI 9 20"W I s X' ` --- L ` _- _--v° --- =-z" cns- G - 8-- - w -_ —._-. _ -SS_ _907.83' - _ A: SIT G 1 c _ cONc. wnLK _ --- -.- - -_ - - /� L1 COLD COIC COPC I ISS. H..Li SBMH RIN=38.AS ASPHALT l IDG I I l _ ' � I 30 3� l IE a cONc a=3as —T D 6 COLD NE 5..0 SSMH MIM -37.89 /1 '1 8 COAC S-341 LB RIMA -3/17 IE 6 CORD s =33.5 STA 13+820 RZ4.WIE - C, NYW35.6 SOM- RIM 3261 u 8 CONO N -32n IE CL CHAN 8' N�33.8 ASPHALT IE a cont E=323 IF 8 LOnC. S=311 • n �� ✓ I I 1 SSMH RIM -38.35 IE e- caNc r-sv A5PHALI _ ( STA 10+49.5 RT 1'r - /� / r- 2 IE 8' CONC. N/E-32.1 A V S L -� 10.00' m F es. �cB a 83 IE 12' CONC. 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J U 25 ...... ....... ................ .. 20..... 5-2.98.801... SU.P.fYN. SVIE Mh CITY OF OE96XED. 1��-20' xoimoxrw NID 1ee�/+ac1 '. � 3/14/2005 SANITARY SEWER REPLACEMENT »r: REN TON BURNETT AVE S (S 3RD ST TO S TOBIN) CNE W1 oaruls 10 108' KING COUNTY SEWER 1 ADD NOTE USE DWG AS RECORD FOR EXISTING SEWERS MAB 2/2014 GIEC%m: �. Myr Planning/Building/Public Warks Dept. S-3 INVERT AT MANHOLE 4.8 t IF x NE IIICN NO. REVISION BY DATE APPR Age S-29 D r Z 'P;5 C Y>r In A W a o 0 O N D m� I o� m � a;a �F a ' n Lz7 y�z9 W 00 '3 m m D C IT, 3 0 z ' m a n i D r 'P;5 Y>r a n0 A W a o 0 O N D m� I o� CC N a;a �F a ' n Lz7 y�z9 W 00 '3 m D C nm 3 z m m a n I c r 'P;5 Y>r a n0 A W a 53nz N 0 C I o� SD ` N a;a �F n M z W 00 '3 C3 a n0 a 00 0 C SD ` 0 00 0D N CL I NOTE BLDG ME 1 AND OLD COX PAD -.L_I IS -IED S = REA CR FIM -J647 I SSMH RIM38.18 UNDER NS- CTION IE 6 ONTO E=31.6 � NOT., BLDG. IE (PIPE SZE UNDEIERMEND 18-(+-) DEMOLISHED SINCE FLOWING E/Yh16.0 NOTE: BLDG. MAPPED. AREA UNDER BM 666-58.A 4ET �� DEMOLISHED SINGE IE 8 CONSOEH I IN=3D-36 n CONSTRUCTION BSECONC WALL.IL EL=037.43 MAPPED. AREA UNDER NOT- HI_DG. 5+88 RT 3.5' IE a NC E=3as SSMH RIM�36.73 DEMOLISHED SINCE PIPE 534.77 somH RI..-3J_ze coNsrRUcnoN IcE,2 cD_P A' 33.3 STA 18+55 LT 4.5' MATTER. AREA UNDER E 8" COIL N=3;.4 ce •"I.-3934 CL CHAN 8' N/S-27.9 CONS iRUCHON cR elm -351 6' CJNc E3a1 IE Iz avc E=3<4 IE 6' O E-34 ss� E e' cmn SE -3i / IE 8' PVC 531.7 - n' coNc s=31.T o IE 6' PVC 1W3L3 SSMH RIM -36.55 SfA 19+09 LT 8' E, 6' CHV. LICK. FNC, CL CHAN 8' PVC N/S/E-26.45 , _ I C N _NA IDS PANG. REL WALL 78 END_ MON ctisE z cns-� T _ - METRO 2+24 LT W ry/3/<' PVC PIPE I 6 rsPHALr •�-,�-�nq ❑ -- -- G --. - 80 - ,� _.- _ CL CHAN 108- N 8.80 (+-) !- _- 7 �_IE 8' E-26.0 c -_ -_ ��t--_SSMH RIM -36.02 4 oEnCnvr G --1 ��STA 20+23 LT 6.5 :777m 8 nsv�lnu n.lnuvnvc - CL CHAN 8' N/S/E/1W25.9 71 - - - m i o - _ h , GDRIL---- - - -_ - - - _ n -- G - c _ W - _ , _ - V - D - �8 IC A GONG s -295 - G _ 2'GAS 0 -- 24 D.I. N o IF e' Conc F ze.3 I /r T _ _ � ALK � I d L _ I O _ AN (.I A�111F.R PER COV0. WALK _ _. UI E"1 _ I _ _ _ _ � _SLI R© F CONC. _ _ - G I � nsaHnl r '+.I ="6�� oVV cou :ImK _ - � I I N 8 HEDGE .,enc a vmoD .Ne. asPHALr \\.�++.. �I C5 3. _36 a.. - _-urvoe oRROFo 'AeAN ONDEoB IE IXLRCRINVI}5N I s carve •u•LL �IF fieri RII�=S�zs 11 DEC Ir GENET I_ 6_ CC➢C _ ER I HEDG- I 'I I I 8 � R I-�� I, AVE8 -- ° 8. �� I' II I Q u I I I - LB RIM -36 19 I D THIS SURVEY BASE MAP WAS PREPARED IN ANTICIPATION I I PG' =35.2 I I os��oF OF THE CITY PERFORMING CAPITOL IMPROVEMENT }g CR KIM- 3611 c� p E 6IANC W-3<.8 SANITARY SEWER WORK IN THIS BLOCK. THAT WORK WAS I30' so' NOT DONE AS PART OF THIS PROJECT BUT WE ARE INCLUDING THIS DRAWING TO PROVIDE ASBUILT INFORMATION OF THE EXISTING SEWERS. I I � I SSMH RIM -37.15 16+00 17+00 18+ 00 19+00 20+00 21+00 35: - - - - - - - - - - - - - - ... co ...... ....... .............. ........ ...........:.... ..... .. ............................... ...... ................. ........ ...... ...... ...... ...................... ....... ...... .... ........................ ....... ...... ...... . w UJ 3C : (A 0 ...: .. ..... ..... ..... - -- - ...z ..... ....... ......... ..... ...... ..... S` Eoir. Lset: 2005.. .. ... ............. ....... SEE25 5-32AeT a 2C 15 IS 108' IONG CWNTY SEVER 298808 INVERT AT MANHOLE 4.3 t .......................................................................................................................................................................................................... ................ ... ............. ........................................................... ...... warE»:u scue a,E �ro19�CITY OF 1 "=20' noxaowu: wo Ism/+es+ " >Z 3/14/2005 SANITARY SEWER REPLACEMENT DAT°PA`"o raa 1 ADD NOTE USE DWG AS RECORD FOR EXISTING SEWERS MAB 2/2014 WECY.FU: ♦r Ful U P! R EN TO N BURNETT AVE S (S 3RD ST TO S TOBIN) Planning/Building/Public Works Dept. S-4 IF Iq! q1E W.Y1 NO. REVISION BY DATE APPR �3 co& 8-888884 C I � >z m� 3 Nz a m m m I�wfm N O O D i i n DO 3 z 00 i 0 a m o m v0 D o � C m � G D � a Z 0 Y� ;0 C m m 3 $3 m m z a C I � >z gz C3 a m ODo p I�wfm � O DO 3 z 00 i - C3 a m ODo p D m� gA, _m - _