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HomeMy WebLinkAboutzS-3223Set1! Q LU z Z 0 E uj _j Q0 0 0 2!1 41 O u V) To z 0 Ld ft� 0 0 0 C) I L.L) 0 0 LL_ 0 C) 0 Ld ry G) 0 4- E Q_ 0 0 N 0 C_ C_ U Q_ :3 C: -0 P 5I 30 u� go] Li — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — 20 C/) 43 LF,' S= 0.42%, PVC Ld L 8$) DIA Ill EXISTING GRADE Li 246 LF, S=0.44%, 8" DIA PVC 9 Cn CONSTRUCTION NOTIES: PLUG EX SS TO THE WEST WITH 2' NON—SHRINK EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW 8" SS TO SOUTH. FILL ANNULAR SPACE WITH NON—SHRINK EPDXY GROUT, CONNECT NEW SSMH-1 TO EX 8" SS FROM SOUTH. REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE ANY DISTURBED PAVEMENT MARKINGS. LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION, IF NO CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER. REMOVE EX C13 AND SECTION OF 8" SD TO NORTH THAT CONFLICTS WITH NEW SS PIPE. PLUG PIPE PER Lij CONSTRUCTION NOTE 14, DWG C3. U) ASF ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN U) NEW AND EX CONCRETE SHALL BE SAWCUT OR AT EX JOINTS. REMOVE AND REPLACE APPROXIMATELY 10 LF CURB AND GUTTER PER STD PLAN F-1 AS NEEDED TO < INSTALL MANHOLE. ®INVERT GIVEN 10, FOR ('P_K1TP_P OF MANHOLE. 10 =. =� � O •• = O7 MAINTAIN SLOPE ACROSS STRUCTURE. 9 PROVIDE ETHAFOAM PAD AT CROSSING. EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB AND GUTTER DURING CONSTRUCTION. P A Lq I > I < I LC') QO 06 < Q:� n 8 4 Ln CD (D + >< ,j- Lj_J Ln < C) Ln Li V) <C +1 CL n + CD . bo C) or) LLJ CN CD C6 m < CD L-Li LLJ LiJ L-Li i5 V) UJI >< >< >< x —3223O 1 Ill Lj_j co cf) a:� L--.rj Ill L-Li CN CO cr_ CD CD + :z cl-i LLJ ',d- C/-) < ::�i CD CD, .. . . �n + +1 N . . . . . CD °m° M < Y) cr_ Cn CONSTRUCTION NOTIES: PLUG EX SS TO THE WEST WITH 2' NON—SHRINK EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW 8" SS TO SOUTH. FILL ANNULAR SPACE WITH NON—SHRINK EPDXY GROUT, CONNECT NEW SSMH-1 TO EX 8" SS FROM SOUTH. REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE ANY DISTURBED PAVEMENT MARKINGS. LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION, IF NO CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER. REMOVE EX C13 AND SECTION OF 8" SD TO NORTH THAT CONFLICTS WITH NEW SS PIPE. PLUG PIPE PER Lij CONSTRUCTION NOTE 14, DWG C3. U) ASF ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN U) NEW AND EX CONCRETE SHALL BE SAWCUT OR AT EX JOINTS. REMOVE AND REPLACE APPROXIMATELY 10 LF CURB AND GUTTER PER STD PLAN F-1 AS NEEDED TO < INSTALL MANHOLE. ®INVERT GIVEN 10, FOR ('P_K1TP_P OF MANHOLE. 10 =. =� � O •• = O7 MAINTAIN SLOPE ACROSS STRUCTURE. 9 PROVIDE ETHAFOAM PAD AT CROSSING. EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB AND GUTTER DURING CONSTRUCTION. P A Lq I > I < I LC') QO 06 < Q:� n 8 4 Ln CD (D + >< ,j- Lj_J Ln < C) Ln Li V) <C +1 CL n + CD . bo C) or) LLJ CN CD C6 m < CD L-Li LLJ LiJ L-Li i5 V) UJI >< >< >< x —3223O 1 Ill Lj_j co cf) a:� L--.rj Ill L-Li FINISHED GRADE ---------------- m n r) Z+Z LF! b=0-427., 8 DIA PVC 10 o I C1 11 ONA LV'�p EXPIRES: 10 ill I ME# PROFILE B SUALE: 1 "=20' HORIZONAL 1 "=5' VERTICAL REVISION m. +00 SURVEYED: DH&A DESIGNED: LMG DRAWN: CAD —2-0-/ CHECKED: PR [_RML DATE AP APPROVED: MSG SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM J&O CITY OF RENTON Planning/Building/Public Works Dept. 5 2.5 0 5 10 Scale Feet 85+00 )1= 11 20 0 20 40 1 2 0P-0 TTTT7%mmmmmm_m1111iI Scale Feet SW 34TH STREET DATE: 03/2/07 CULVERT REPLACEMENT PROJECT FIELDBOOK: PACE: SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) It > > q =*0 O't� C6 SHEE'r. 8 OF: 16 3121213E] yy D COW F m n r) Z+Z LF! b=0-427., 8 DIA PVC 10 o I C1 11 ONA LV'�p EXPIRES: 10 ill I ME# PROFILE B SUALE: 1 "=20' HORIZONAL 1 "=5' VERTICAL REVISION m. +00 SURVEYED: DH&A DESIGNED: LMG DRAWN: CAD —2-0-/ CHECKED: PR [_RML DATE AP APPROVED: MSG SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM J&O CITY OF RENTON Planning/Building/Public Works Dept. 5 2.5 0 5 10 Scale Feet 85+00 )1= 11 20 0 20 40 1 2 0P-0 TTTT7%mmmmmm_m1111iI Scale Feet SW 34TH STREET DATE: 03/2/07 CULVERT REPLACEMENT PROJECT FIELDBOOK: PACE: SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) It > > q =*0 O't� C6 SHEE'r. 8 OF: 16 3121213E] yy D W Q z V W O r n z a o" z w z LO J u V z 0 K (J L) W J W o � H H �d n H H r� V z a o" z w z LO J u V z 0 K (J L) W J W Q Uj 7 z Ld _j L, 2 z uj Ld C) Lij D 0 ry 5 00 0 2�1 C) :D V) z 0 F- z Lli ry 0 C) CD 0 LL. 0 0 F- cr_ CID LI) 0 0 Q) V) I--, E a- 0 0 0 0 a DETAIL SDCB-7 C7 SCALE 3"=I'-0", INSTALL ADJUSTMENT RINGS AS NECESSARY, 4" MIN, 16" MAX HEIGHT ----- ---,, 8" PVC SS IE 10-95 EX 60" DIA ENCASED IN 14" CONC SD STEEL SLEEVE IE 9.43 96" DIA — TYPE 2 CB N I STD SOLID LOCKING LOCKING RING AND COVER —RIM EL 19-05 REPLACE SHORT SECTION OF 60" DIA EX 60" DIA CONC SD I II D SECTION A SDCB-7 SCALE 1/4"-1'-0" BOT EL 7.40 MAXIMUM PAY LIMITS FAR TPP-1\1(lw DETAIL -�� L- " \�� 2 TYPICAL TRENCH G2 1 DETAIL SCALE NONE BEDDING, BACKFILL PER CITY STD DETAILS B063, B077, H032, AND H032.1 .NOTES FOR DETAIL 2: I. TRENCH BEDDING AND BACKFILL SHALL BE PER CITY STD DETAILS EXCEPT MAXIMUM PAY LIMITS FOR TRENCH BACKFILL SHALL BE OD+5' SURVEYED: SCALE: DH&A VD 1988 DESIGNED: AS SHOWN HORIZONTAL: VERTICAU NA NAD i9a3/1991 LMG 0 ISSUE FOR BID DRAWN: CAD N !0. 0 CHECKED: ONE INCH DA MSG FULL REVISION AT SCALE IF NOT ONE INCH BY E APPR APPROVED: SCALE ACCORDINGLY MSG --'� III/-11 I fr-IWAL INUN-5IURM EVENT WATER SURFACE ELEVATIONS MAY RANGE FROM EL 10.0 TO 11.5. INSTALLATION OF THIS CATCH BASIN WILL REQUIRE DEWATERING, PLUGGING OF UPSTREAM AND DOWNSTREAM PIPE SEGMENTS AND TEMPORARY DIVERSION OF STORMWATER. TEMPORARY DIVERSION PLAN TO BE PORARY SPECIAL PROVISIONS. SUBMITTED IN ACCORDANCE WITH PROJECT SLEEVE SHALL EXTEND 3 FT BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. SEE SPECIFICATIONS FOR CASING SPACER AND END SEAL REQUIREMENTS. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER CITY STANDARD B035 AND THE SPECIFICATIONS. 50 SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. Scale Feet 1/4))= 1 I-0y) 2 0 2 4 6 • 10 Scale I Feet J&6 oft-30-14% CITY OF RENTON Planning/Building/Public Works Dept. > > S-,322303 CULVERT REPLACEMENT PROJECT SW 34TH STREET DATE: 03/2/07 IELDSOOK: PACE: N SEWER MAIN RELOCATION AND DRAWING 0: C8 CIVIL DETAILS SHE ET OF. 0 16 -7 ----------- --'� III/-11 I fr-IWAL INUN-5IURM EVENT WATER SURFACE ELEVATIONS MAY RANGE FROM EL 10.0 TO 11.5. INSTALLATION OF THIS CATCH BASIN WILL REQUIRE DEWATERING, PLUGGING OF UPSTREAM AND DOWNSTREAM PIPE SEGMENTS AND TEMPORARY DIVERSION OF STORMWATER. TEMPORARY DIVERSION PLAN TO BE PORARY SPECIAL PROVISIONS. SUBMITTED IN ACCORDANCE WITH PROJECT SLEEVE SHALL EXTEND 3 FT BEYOND BOTH SIDES OF OUTSIDE SURFACE OF CATCH BASIN. SEE SPECIFICATIONS FOR CASING SPACER AND END SEAL REQUIREMENTS. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER CITY STANDARD B035 AND THE SPECIFICATIONS. 50 SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION REQUIREMENTS. Scale Feet 1/4))= 1 I-0y) 2 0 2 4 6 • 10 Scale I Feet J&6 oft-30-14% CITY OF RENTON Planning/Building/Public Works Dept. > > S-,322303 CULVERT REPLACEMENT PROJECT SW 34TH STREET DATE: 03/2/07 IELDSOOK: PACE: N SEWER MAIN RELOCATION AND DRAWING 0: C8 CIVIL DETAILS SHE ET OF. 0 16 -7 Ld Q z 0 L,J 0 ry n 0 w J W 0 z 0 J W r v, J m (n Q I 0 1 C) 0 r r / U v 0 L C E U v Q_ Q) r C) �- (n N N M I r N 0.. U 41 U N O L r C) a� U v L V) 1 N I n U N O L n L Qi v U v 4- (n I / (n / 1 E v 0 1 0 0 N N C) N C 30 = (n X Ld 20 Ice I I' P SAN SCALE: 1 " =20' NOTES: wNSTRgCTION O PLUG EX SS TO THE WEST WITH 2' NON- SHRINK EPDXY GROUT. MODIFY MANHOLE BASE TO CHANNEL FLOW TO THE SOUTH. CORE DRILL HOLE FOR NEW 8" SS TO SOUTH. FILL ANNULAR SPACE WITH NON - SHRINK EPDXY GROUT. O CONNECT NEW SSMH -1 TO EX 8° SS FROM SOUTH. O3 REPLACE PAVEMENT FOR FULL LANE WIDTH. REPLACE ANY DISTURBED PAVEMENT MARKINGS. ® LOCATION SHOWN IS APPROXIMATE CONTRACTOR TO VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO CONFLICT WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH IMPROVEMENTS, NOTIFY ENGINEER. — T W-0— —A INVERT GIVEN IS FOR CENTER OF MANHOLE. MAINTAIN SLOPE ACROSS STRUCTURE. O9 PROVIDE ETHAFOAM PAD AT CROSSING. �p EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB AND GUTTER DURING CONSTRUCTION. S- 322304 e" • sac #, I EXPIRES: 10 -12- 1 V NO PROFILE B +ao SCALE: 1 " -20' HORIZONAL 1 " -5' VERTICAL ADDED AS -BUILT SURVEY INFO REVISED OR MOAED UNNEEDED NOTES. INFO. FOR CLARITY DINC ISSUE FOR BID REVISION B3 +00 SOME TEXT SURVEYED: ii &A SCALE. VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 <P CITY OF 12 22 -08 AQ DESIGNED: AS SHOWN }; CMG RENTON DRAWN: CAD I- ONE INCH DATUM -2 -0 CHECKED: AT FULL scALE Planning /Building /Public Works Dept. RML IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY MSG _.. AS -BUILT SURVEY BY: PLS, Inc., 1/18/2008 AS -BUILT PLANS STAMPED BY: BEN V. PETERSEN ON: 1/22/08 PLS #17676 1 � An SW 34TH STREET CULVERT REPLACEMENT PROJECT SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) No PAGE: 03/2/07 C6 OF* 8 16 momm No U O5 REMOVE EX CB AND SECTION OF 8" SD TO NORTH Li THAT CONFLICTS WITH NEW SS PIPE. PLUG PIPE PER = CONSTRUCTION NOTE 14, DWG C3. AS= w © ALL TRANSITIONS BETWEEN NEW AND EXING ASPHALT w PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN V) NEW AND EX CONCRETE SHALL BE SAWCUT OR AT w EX JOINTS. z REMOVE AND REPLACE APPROXIMATELY 10 LF CURB • F- AND GUTTER PER STD PLAN F -1 AS NEEDED TO INSTALL MANHOLE. — T W-0— —A INVERT GIVEN IS FOR CENTER OF MANHOLE. MAINTAIN SLOPE ACROSS STRUCTURE. O9 PROVIDE ETHAFOAM PAD AT CROSSING. �p EXCEPT IN AREAS IDENTIFIED, PROTECT EX CURB AND GUTTER DURING CONSTRUCTION. S- 322304 e" • sac #, I EXPIRES: 10 -12- 1 V NO PROFILE B +ao SCALE: 1 " -20' HORIZONAL 1 " -5' VERTICAL ADDED AS -BUILT SURVEY INFO REVISED OR MOAED UNNEEDED NOTES. INFO. FOR CLARITY DINC ISSUE FOR BID REVISION B3 +00 SOME TEXT SURVEYED: ii &A SCALE. VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 <P CITY OF 12 22 -08 AQ DESIGNED: AS SHOWN }; CMG RENTON DRAWN: CAD I- ONE INCH DATUM -2 -0 CHECKED: AT FULL scALE Planning /Building /Public Works Dept. RML IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY MSG _.. AS -BUILT SURVEY BY: PLS, Inc., 1/18/2008 AS -BUILT PLANS STAMPED BY: BEN V. PETERSEN ON: 1/22/08 PLS #17676 1 � An SW 34TH STREET CULVERT REPLACEMENT PROJECT SEWER MAIN RELOCATION PLAN AND PROFILE (SHEET 1 OF 2) No PAGE: 03/2/07 C6 OF* 8 16 momm No W Q z U LIJ 0 n a 0 a w J L� V Z w U W J W I i J m 0 Q 0 I U O U a� 0 Q C (D N U U N i N U 41 r7 V) ro N N 1 N i m_ U U A) 0 m U 0 V) I N i m U) i 41 U 0 L m U 0 () m U) (n U) I E 0 0 In 1 O O N N C 0 Y (n C STM MH RIM 18.65 CAN'T SEE PIPES CB I BTM 9.65 RIM 17.96 WS 10.65 IE N 14.94 __ IE E 14.86 6M L - - -- -- - -- - -- E - - - - E - - E - -- WS 14.811 - -- - - - E - - 4 "DECip 10 "PIN " , PT E- 6 "MAPLE 6 "MAPLE. > E E - - - - E - - -- E FE _ - - 6o"CONC --® -e�• GRASS - E - -- E E - - -- oE- - -- - -- o - -- w I� U z 0 U I I I I w I i Al LL I I REPLACED MONUMENT r 8 I 8 "PVC m I K1, I I SDCB -7 I I STA 10 +82.61 SSMH -3 1 O I I I i N 166969.81 SAWCUT 4 I C8 I W I E 1296444.93 U ASPHALT A7 +00 1 O Lu A8 +00 I A9 +0 T• SSMH 4 SSMH -5 I I i w - �o I A10+ 2.57 .:. ... .............................:: ... 4.. ��. ....... i w.° °. °.......... . °......... .r..... .. I..........• ................ ............................... ..�• ..................... °.$ °SS . 86 ±0Q'....... .............. °'''......... ... ............................... .. ... °.'. °.`. ... ........................... °... .....'••B�� 00 ....... .....'.`.`. °.`. °. °.'.`.'.`... I I SAWCUT ......... I ......... • • B8 +001 .. z 7 ... : .........18...... ... 5 �: .............. W - ® - -- W - -___ . - - -- - -- T - W T ----_- W - -- W- -- - -- 7-- t - - - 8 DECID GRASS 8 "DECID ID 8 "DECID GRASS ® FI 0 "DECI5 - T - -� - - - T - - - - T - - =T- T ,% 8 "DEC 10 GRASS ® - T / P.A. ECID G 12 "FIR I - -- - -- ASPHALT Q ( CB I P.A. RIM 17.79 w `. .`.`. / IE N 15.23 ' BTM 13.98 WA MH GRASS IN WS 15.04 RPM 19.44 • • • • . / TOP NUT 17.38 • • ' ' TOP PIPE 15.54 . BTM 13.79 STM MH LAN N CAN t RIM 19.94 p • . ./ . 'T SEE PIPES / BTM 9.16 SCALE: 1 "=20' WS 10.60 12 "DECID '�y� SSMH l SS LOCATION REVISED RIM 20.05 IE 10.55 CTR. CHANNEL ► C�) SSMH -3 48" ........................ . STA B5 +31; STA A6 +91.94, 16.5' RT RIM 19;X± MATCH EX 19.36 IE J .24 8" DIA PVC CENTER CHAN =12.1 30 ... ............ ..................v.........co U x W w : C/-) II I I I I m I � I I I I I C I m I I i I RIM 19.16 TP NW 10.06 SW 9.86 S 10.16 CE 9.76 ANNELED - - - SS8 CONC / � I / I / U',, �� I 4 I SSMH -6 I NEW LOCATION D3Al II SDCB -7 TYPE 2 -96" DIA SSMH -6 48" A11+48.55, 1.28' !LT STA B8 +33.7; STA A9 +92, 13.3'RT STA SSMH -4 48" RIM J.8 -5-4 MATCH EX 18.41 RIM 19.89/± MATCH EX 19.36 STA 138 +19; STA A9 +80, 22'RT SEE DETAIL 1, DWG CB 60" IE =8.5 CENTER CHAN RIM 18 ± MATCH EX 18.14 IE 10 8" DIA PVC TOP .STEEL. SL. EEVE= 1.1.89...... ,, =:10.0 ...... fi IE .. =10. IE .48 8 DIA CONC (EX) 03 8" DIA PVC CENTER CHAN 9 © SSMH -5 48" : : - STA B8 +53; STA A10 +07, 1.5'RT. : RM . ±MACHE : . I 18 - T X 18 86 . ... ° IL, :89 8'r DIA ' PVC . � CENTER CHAN =10:7 ................ ... ... .......:. .............. ... ...... ... ..... I ... ............ ^¢-ol .: a .... . . . . . . ... . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . ................ W a x O1 LOCATION SHOWN IS APPROXIMATE. CONTRACTOR TO � �N J VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO CONFLICT �0 WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH 0� IMPROVEMENTS, NOTIFY ENGINEER.:,,,,,, , w INSTALL NEW SD SDCB -7 AND CONN `ECT ;TO EX 60 -INCH N .............. .. ........ T_ °' LJ ......... . �8°J LF, S � -4'1�; 8 DIA PVC. - - �, ...... . ...................... ............................... ................. F = W. 8" DIA 10 291".2'....0.41.% ................. S -0 o PVC : 143.0' .49% 3q!CF, S =0;. 8" DIA. PVC . . ..................... . ...." ........................"................... ............._........e........ 302'" 60 . 06 % B6 +00 87 +04 PROFILE B 88 +00 89 +00 r SCALE: 1 " =20' NU ILUI AL 1 `5' VERTICAL -BUILT SURVEY INFO, REVISED OR Mc NOTES, INFO. FOR CLARITY ® -- , ► ISSUE FOR BID SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY S-322305, HOMZONT9_ NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 1 11 1 W a x O1 LOCATION SHOWN IS APPROXIMATE. CONTRACTOR TO � �N 30 VERIFY DEPTH PRIOR TO CONSTRUCTION. IF NO CONFLICT �0 WITH PROPOSED IMPROVEMENTS, PROTECT FROM DAMAGE DURING CONSTRUCTION. IF EX UTILITY CONFLICTS WITH 0� IMPROVEMENTS, NOTIFY ENGINEER.:,,,,,, , O2 INSTALL NEW SD SDCB -7 AND CONN `ECT ;TO EX 60 -INCH N SD. INSTALLATION WILL REQUIRE REMOVAL.,. AND w REPACEMENT OF A PORTION OF EX 60" CONIC SD. O3 INSTALL 48" SADDLE MH SSMH -6 TO CONNECT TOW. EX 20 8" SS.. VERIFY PIPE ELEVATION WITH ENGINEER PRIOR TO INSTALLATION ® REPLACE. PAVEMENT FOR FULL LANE WIDTH. REPLACE ANY DISTURBED PAVEMENT MARKINGS. Q REPLACE PAVEMENT TO LIMITS SHOWN. REPLACE ANY DISTURBED PAVEMENT MARKINGS. 10 © INVERT GIVEN IS FOR CENTER OF MANHOLE. MAINTAIN SLOPE ACROSS STRUCTURE. O7 REMOVE AND REPLACE APPROXIMATELY 10 LF CURB AND GUTTER PER STD PLAN F -1 AS NEEDED TO INSTALL AS -BUILT SURVEY BY: MANHOLE. PLS, Inc., 1/18/2008 AS- BUILT PLANS STAMPED BY: 5 2.5 4 5 10 BEN V. PETERSEN ON: 1/22/08 1 " =5' -0" PLS #17676 SrnIP Feet HOMZONT9_ NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. 1 11 1 W a x o � �N 1 �0 0� N w a 0 z a w w J U z 0 U W J W ''d w r � x Uon uq o o � N y o� 1 � w y� yN N W a 0 z a w w J U z 0 U W J W