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HomeMy WebLinkAboutzD-2272SetI Ih III I i I S IZ Q -C 0 Op E 1^ 1-' 3 � 1� W a ❑ U C4 C F �E w �I tZ U a 10 0 p1§999 Scole in Feet PAVEMENT EDGE Power Camay m//////ay II%%ll%%u(( -staf00n 10',16 vault (EXISTING) CB -s RIM EL 31.29 60" RCP St -1- 1- (EXISTING) I,E. 22.19 N 1 I.E. 22.02 SW 18" 15" RCP (EXISTING) PIPE BURSTING MACHINE INSERTION PIT O =o,. MAXIMUM SIZE 45'XS'X11' �. PIPE FAILURE AREA �. (APPROXIMATE C> i AREA OF SINK HOLE) RIM EL 33.02 92 M1' 18" '�/^`` v � \`N /Q3 '-••J IE L382 O v O i I.E. = 14 2/ .__ ___ ? � O � Q I � \\ // ,I D-.f� CSwaIe ESEE NOTE 2l r W---- 12 I -.__1 _. __ _[. L I _. .- §I O 2 IP -- -_ l i 0 �f 18" CUP STORMUNE S _ x 19 - + - -F -_- 21.8 3 -FT /F1 (EXISTING) p 9.00 I I I I � I I I 60 "X42" CSMP ARCH PIPE (EXISTING) ORIGINAL DESIGN DRAWINGS SIGNED BY CHECKED FOR COMPLIANCE TO CITY STANDARDS Raymond E Sled Date 9/3/96 Sandra Meyer Date 9/3/96 Ronald L Olsen Date 9/3/96 RECOMMENDED FOR APPROVAL By Daniel Carey 9 -3 -96 PAVEMENT EDGE I" BURIED TELEPHONE CABLE -� q v� \\ SPOT ELEVATION IN FLOWLINE (TYR) EXISTING 24" WATER LINE -OB TYPE I �\ 7' WATER VAULT EXISTING SIDEWALK 8" CONC STORM LINE (EX) (CONCRETE) \ PIPE BURSTING MACHINE PIT APPROX. 20X X8 (IF WORK AN NOT BE \GONE ROM GB$1) /' CB b d and I.ggcd) I.� NE 24.8 (PLAN) RIM EL 3D 10 / '\ IE 26 74 13" 6LD CONG, STORM LINE F L'JD \ \\,�ENOS PLANED AND ABANDON' C, SFA O.00O \ ;Gen ter me f Talbot Road South O, (per State H gh-Y Pon for SR 515) Y•♦ c vs CB (EXISTING) ct' -- �8" SS (EXISTING) �\ i 6r S \NGl PIPE BURSTING MACHINE INSERTION PIT 2552 / Z�ooO`S / tom' xC MAXIMUM SIZE 40�X5'X10� O �'� � � \ / ApJ�i'Y' GCf`e 1 GQS ' V 1�J CB - z C \1 1$ j \YK J~> \ RIM EL 32.99 / GP' t, GB (EXISTING) TOP 29 4 fE 24.]8 N /8� ypX 28.60 - ,� "' 3° /2x00 'yvY] _ ` 24" Telephone Du rt Sst-- \�ry I.E. S +E 260 IL 21.68 S 18" rt, j G.�` (EXISTING) OLD �ATUM FT (MATCH E %ISTING INVERTS) (fit C6ZC /y. CENTER LINE OF TALBOT RD S 1 �' C PIPE BURSTING MACHINE INSERTION PIT x W3/ 3 MAXIMUM SIZE 45X5 "X11 O W \t x-00 o O %ISTING). �__W p.5TOR1.ILINE S o 003611- yVT (E..- I � 4 5.00 �B- 11 3 + 12 "GONG. STORM TS�Dat �d -RIGHT OF WAY BOUNDRY s Power Pole (TYPICAL) UTILITY NOTE. Puget Power CSC Y 3 - 10'X16' VAULT STA 8 +25 (81 FT RT) TOP = 3102 CB TOP 30.5 (EXISTING) LE = 2264 FT (60X42 ARCH PIPE, EAST) INVT 12" WEST 27.2 LE. = 21.14 FT (78" NORTH) INVT 6" EAST 27.4 - - - - LE. = 21.14 FT (15" EAST) LE. = 21.14 FT (60" SOUTH) I, u;.. -!!;M STA 8 +50 STA 8 +00 STA 7 +00 STA 6 +00 STA 5 +00 STA 4 +00 STA 3 +00 STA 2 +00 STA 1 +00 STA 0+00 c E2 1 1 1 1 1 I 1 1 1 32 CB # 3 STA 5 +77 (32 FT RT) (EXISTING) CB #5 TYPE 1 STA 5 +45 (32 FT RT) CB # 2 (EXISTING) STA 3 +74 (23 FT RT) s W _ ..RIM EL 360- FT-33.02 : RIM EL = X941 32.98.. REPGAG...ISTING 12° ST. WITH 12 ".. RIM EL:29 4 FT OLD DATUM - - 29 -59 -FT (18 ". NORTH) Z ,92 I E - 26 12 CONC SOUTH + EAST LE ii- & (18" NORTH) 24.78 ' ( ) CPEP lF DA CHINE PIT. CB #1 STA 0 +30 (25. FT RT) LE 24.3 FT (18" SOUTH) (-H s32 �nr .. r .c1., LE 3 18' SOUTH 2468 4 _ - -_LE 24.3 FT (12" NORTH) (-HD DATUM R ( ) ]STING INVERT AN RIM EL 31.44 30 �___ _ NOT r!F_EULD. F;(Ig 71NC' REMAINS NOT NEEDED, EXI.S'['iNC' REMAINS 18'- 22a^(SOUTH) A267.1 30 s - - - - -' - -- -- - --- _ LE. = 78' 2229 EAST OLD v 7uNl CB 4 STA 8 +04. 42 FT. RT EXISTING (EAST) A I - _- LE. = 1z" za.7 (SOUTHWEST)OLD Dnrure f �` rcN L PY✓PI SIGH ! A!n #+ ( ) (EXISTING) (�_ -. _ _ �- - -._ ____ _ GRADE ALONG STORM_TRUNK LINE /IA li,1 lrrl/ TO I EF / ✓A 3 96 � _ RIM EL -FT -3`25 a < C VV/ HIN'ICN RL 151 FRED ;/ LE. =' ^,9- T(18 NORTH) 22,19 - - - - .- - _ _ _ I _ _GUTTER FLOW GRADE I PI I ii),lFl Nr IM1i. -If NU +,.Jf 2•i/2? ____._._._ La, I1, I, IN 9: -. � LE. = 121.8 F ((18" SOUTHWEST) D DA IF -26.29 F SIDE SEWER. -_ --. _ - I _______ - 28 LE. _. 21 8 FT (12' NORTHWEST) uLD GATVtN IE. =26 29 FT. CTLU DA lLIM _. - _ I _ __ __ _ - _ _ -. _. -- - - - - - - 28 m 12" GA STA 4+89 (37 FT RT) - -- - - - - -- - I - 00 42 DEEP APPROX.:. i 00 } 00 26 l {I< 26 :. : \ /,S WEST EXISTING 12 STORM PIPE GO" STORM PIPE. °b I F. 12' L 7 jb : APPROX. PLASTIC 30 DEEP J Y �S C TH MAY VAP.Y R,M Do 1 24 EXISTING PUGETIO APEX. Sitl'1et fA EXISTING 12 TORM - F EX ° - .SEE W 1'G DRAWING ,4G� 24 6 6 PVC - I WITH. 33. L'r�'.6 @ S 0.05 5 FT/FT - `_' 24" D.I. WATER (NIA ING INVER _,__- - -- - -- !AA I'NE IT LOGAI'D NORTH CIF CF. EXISTING _ s NO APPROXIMATE LOCATION ! __ FT/FT WI lIY B. .CE j _ OE 1 M STORM PPE AT OF PIPE FAILURE '' ----------------- -' * - - - - -- -- � REPLACE EXISTING.31 -4-L�- 8 C _ P 0 M I $2 STA 6 +72 (40 FY RT) _ S M S 1 -- -�;/- - WITH 31_T_LF -OF 18" HDPE SDR 26 STORM PIPE THROUGH T E - - 22 L - -- -- OF 18" CMP STORM PIPE Al" BRICKS AND 6R(ILIT REPLACE EXISTING 2-2- 2--'�- GF I8 HDPE SDR 26 STORM OF PIPE BURSTING. TERENCHLESS TECHNOLOGY _ FT WITH _ -,,- _ 5 i. 1 �9g�3g FT/ -- - GY OF 18" CMP STORM PIPE AT r iro 61 F " -,rT REPLACE EXISTING ^z- I -3-��- GF. 18 HDPE SDR 26 STORM t= THE THE USc G PIPE BURSTING TERENCHLESS TECH � -.�hB L.F � ���� w - a 15" RCP &- ROUGH HE U WITH- �3--LF- >°. � THROUGH THE USE OF. PIPE BURSTING TERENCHLESS TECHNOLOGY _- i 2 5 / i 1 -. •, il.1103 f 1 FT .30341e4r 20 \._ -- 0.8 I.F I o0 _ -1 -, -T F'I%iFlle5���.E: 20 °wq. ,A 52 LF 18" FOP STORM PIPE CONTRACTOR TO PROVIDE TEMPORARY PLUG HORIZONTAL II°-�0' PIPE SLOPE AND INVERT TO PREVENT- BACKFLOW DURING CONSTRUCTION �I� iTIIN L.I° ,� °: �I. EXPIRES 3 -3.98. AT CB #4 UNKNOWN p p���p }� �y y �e @ HORIZONTAL DISTANCES MAY VARY FROM THOSE SHOWN ON THE z SWAD- 9' -?27? =WATFR FIFVATION = 22.2 ON R /S /9fi IV®T.E:. De'slGir: Elevations Based On Old Datum (NGVD 1929) PLAN ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION. TOP 30.5 (EXISTING) INVT 23.8 201 NOTES: j^�[ N CALL �� J, ®��� PL ' -.XISTINa 18 CMP STORM PIPE WITH 18" HDPE SDP 26 STORM PIPE WITH FUSED JOINTS. PIPL BUHSTNG TRENCHI.ESS TECHNOLOGY - /YV �L41' V ■ 9 SHALL BE USED. CONNECTION WILL BE MADE TO EXISTING CATCH EF SINS. rL ,�1p. BEFORE ®'V REPLACE EXISTING 12" CMP STORM PIPE WITH 12" CPEP, IF DAMAGED DURING CONSTURCTION. Ir 1- 000- 424_Y03� PUGET POWER UNDERGROUND 3 TO 4 FEET OF COVER ® (�� ]� CONTACT WASHINGTON NATURAL GAS BEFORE CONSTRUCTION Renton �0��� GUS BANKS 350 -3418 Y HP = HIGH PRESSURE IP : INTERMEDIATE PRESSJRE V APPROXIMATE 42" DEEP Ir V RFNT -) %' I� V r S 'I VFY N f R ?L 11 T_ NUMBER 669 R - E 85-18 I . (26. 55 r.A) NAVD 1988 Y 10 0 p1§999 Scole in Feet PAVEMENT EDGE Power Camay m//////ay II%%ll%%u(( -staf00n 10',16 vault (EXISTING) CB -s RIM EL 31.29 60" RCP St -1- 1- (EXISTING) I,E. 22.19 N 1 I.E. 22.02 SW 18" 15" RCP (EXISTING) PIPE BURSTING MACHINE INSERTION PIT O =o,. MAXIMUM SIZE 45'XS'X11' �. PIPE FAILURE AREA �. (APPROXIMATE C> i AREA OF SINK HOLE) RIM EL 33.02 92 M1' 18" '�/^`` v � \`N /Q3 '-••J IE L382 O v O i I.E. = 14 2/ .__ ___ ? � O � Q I � \\ // ,I D-.f� CSwaIe ESEE NOTE 2l r W---- 12 I -.__1 _. __ _[. L I _. .- §I O 2 IP -- -_ l i 0 �f 18" CUP STORMUNE S _ x 19 - + - -F -_- 21.8 3 -FT /F1 (EXISTING) p 9.00 I I I I � I I I 60 "X42" CSMP ARCH PIPE (EXISTING) ORIGINAL DESIGN DRAWINGS SIGNED BY CHECKED FOR COMPLIANCE TO CITY STANDARDS Raymond E Sled Date 9/3/96 Sandra Meyer Date 9/3/96 Ronald L Olsen Date 9/3/96 RECOMMENDED FOR APPROVAL By Daniel Carey 9 -3 -96 PAVEMENT EDGE I" BURIED TELEPHONE CABLE -� q v� \\ SPOT ELEVATION IN FLOWLINE (TYR) EXISTING 24" WATER LINE -OB TYPE I �\ 7' WATER VAULT EXISTING SIDEWALK 8" CONC STORM LINE (EX) (CONCRETE) \ PIPE BURSTING MACHINE PIT APPROX. 20X X8 (IF WORK AN NOT BE \GONE ROM GB$1) /' CB b d and I.ggcd) I.� NE 24.8 (PLAN) RIM EL 3D 10 / '\ IE 26 74 13" 6LD CONG, STORM LINE F L'JD \ \\,�ENOS PLANED AND ABANDON' C, SFA O.00O \ ;Gen ter me f Talbot Road South O, (per State H gh-Y Pon for SR 515) Y•♦ c vs CB (EXISTING) ct' -- �8" SS (EXISTING) �\ i 6r S \NGl PIPE BURSTING MACHINE INSERTION PIT 2552 / Z�ooO`S / tom' xC MAXIMUM SIZE 40�X5'X10� O �'� � � \ / ApJ�i'Y' GCf`e 1 GQS ' V 1�J CB - z C \1 1$ j \YK J~> \ RIM EL 32.99 / GP' t, GB (EXISTING) TOP 29 4 fE 24.]8 N /8� ypX 28.60 - ,� "' 3° /2x00 'yvY] _ ` 24" Telephone Du rt Sst-- \�ry I.E. S +E 260 IL 21.68 S 18" rt, j G.�` (EXISTING) OLD �ATUM FT (MATCH E %ISTING INVERTS) (fit C6ZC /y. CENTER LINE OF TALBOT RD S 1 �' C PIPE BURSTING MACHINE INSERTION PIT x W3/ 3 MAXIMUM SIZE 45X5 "X11 O W \t x-00 o O %ISTING). �__W p.5TOR1.ILINE S o 003611- yVT (E..- I � 4 5.00 �B- 11 3 + 12 "GONG. STORM TS�Dat �d -RIGHT OF WAY BOUNDRY s Power Pole (TYPICAL) UTILITY NOTE. Puget Power CSC Y 3 - 10'X16' VAULT STA 8 +25 (81 FT RT) TOP = 3102 CB TOP 30.5 (EXISTING) LE = 2264 FT (60X42 ARCH PIPE, EAST) INVT 12" WEST 27.2 LE. = 21.14 FT (78" NORTH) INVT 6" EAST 27.4 - - - - LE. = 21.14 FT (15" EAST) LE. = 21.14 FT (60" SOUTH) I, u;.. -!!;M STA 8 +50 STA 8 +00 STA 7 +00 STA 6 +00 STA 5 +00 STA 4 +00 STA 3 +00 STA 2 +00 STA 1 +00 STA 0+00 c E2 1 1 1 1 1 I 1 1 1 32 CB # 3 STA 5 +77 (32 FT RT) (EXISTING) CB #5 TYPE 1 STA 5 +45 (32 FT RT) CB # 2 (EXISTING) STA 3 +74 (23 FT RT) s W _ ..RIM EL 360- FT-33.02 : RIM EL = X941 32.98.. REPGAG...ISTING 12° ST. WITH 12 ".. RIM EL:29 4 FT OLD DATUM - - 29 -59 -FT (18 ". NORTH) Z ,92 I E - 26 12 CONC SOUTH + EAST LE ii- & (18" NORTH) 24.78 ' ( ) CPEP lF DA CHINE PIT. CB #1 STA 0 +30 (25. FT RT) LE 24.3 FT (18" SOUTH) (-H s32 �nr .. r .c1., LE 3 18' SOUTH 2468 4 _ - -_LE 24.3 FT (12" NORTH) (-HD DATUM R ( ) ]STING INVERT AN RIM EL 31.44 30 �___ _ NOT r!F_EULD. F;(Ig 71NC' REMAINS NOT NEEDED, EXI.S'['iNC' REMAINS 18'- 22a^(SOUTH) A267.1 30 s - - - - -' - -- -- - --- _ LE. = 78' 2229 EAST OLD v 7uNl CB 4 STA 8 +04. 42 FT. RT EXISTING (EAST) A I - _- LE. = 1z" za.7 (SOUTHWEST)OLD Dnrure f �` rcN L PY✓PI SIGH ! A!n #+ ( ) (EXISTING) (�_ -. _ _ �- - -._ ____ _ GRADE ALONG STORM_TRUNK LINE /IA li,1 lrrl/ TO I EF / ✓A 3 96 � _ RIM EL -FT -3`25 a < C VV/ HIN'ICN RL 151 FRED ;/ LE. =' ^,9- T(18 NORTH) 22,19 - - - - .- - _ _ _ I _ _GUTTER FLOW GRADE I PI I ii),lFl Nr IM1i. -If NU +,.Jf 2•i/2? ____._._._ La, I1, I, IN 9: -. � LE. = 121.8 F ((18" SOUTHWEST) D DA IF -26.29 F SIDE SEWER. -_ --. _ - I _______ - 28 LE. _. 21 8 FT (12' NORTHWEST) uLD GATVtN IE. =26 29 FT. CTLU DA lLIM _. - _ I _ __ __ _ - _ _ -. _. -- - - - - - - 28 m 12" GA STA 4+89 (37 FT RT) - -- - - - - -- - I - 00 42 DEEP APPROX.:. i 00 } 00 26 l {I< 26 :. : \ /,S WEST EXISTING 12 STORM PIPE GO" STORM PIPE. °b I F. 12' L 7 jb : APPROX. PLASTIC 30 DEEP J Y �S C TH MAY VAP.Y R,M Do 1 24 EXISTING PUGETIO APEX. Sitl'1et fA EXISTING 12 TORM - F EX ° - .SEE W 1'G DRAWING ,4G� 24 6 6 PVC - I WITH. 33. L'r�'.6 @ S 0.05 5 FT/FT - `_' 24" D.I. WATER (NIA ING INVER _,__- - -- - -- !AA I'NE IT LOGAI'D NORTH CIF CF. EXISTING _ s NO APPROXIMATE LOCATION ! __ FT/FT WI lIY B. .CE j _ OE 1 M STORM PPE AT OF PIPE FAILURE '' ----------------- -' * - - - - -- -- � REPLACE EXISTING.31 -4-L�- 8 C _ P 0 M I $2 STA 6 +72 (40 FY RT) _ S M S 1 -- -�;/- - WITH 31_T_LF -OF 18" HDPE SDR 26 STORM PIPE THROUGH T E - - 22 L - -- -- OF 18" CMP STORM PIPE Al" BRICKS AND 6R(ILIT REPLACE EXISTING 2-2- 2--'�- GF I8 HDPE SDR 26 STORM OF PIPE BURSTING. TERENCHLESS TECHNOLOGY _ FT WITH _ -,,- _ 5 i. 1 �9g�3g FT/ -- - GY OF 18" CMP STORM PIPE AT r iro 61 F " -,rT REPLACE EXISTING ^z- I -3-��- GF. 18 HDPE SDR 26 STORM t= THE THE USc G PIPE BURSTING TERENCHLESS TECH � -.�hB L.F � ���� w - a 15" RCP &- ROUGH HE U WITH- �3--LF- >°. � THROUGH THE USE OF. PIPE BURSTING TERENCHLESS TECHNOLOGY _- i 2 5 / i 1 -. •, il.1103 f 1 FT .30341e4r 20 \._ -- 0.8 I.F I o0 _ -1 -, -T F'I%iFlle5���.E: 20 °wq. ,A 52 LF 18" FOP STORM PIPE CONTRACTOR TO PROVIDE TEMPORARY PLUG HORIZONTAL II°-�0' PIPE SLOPE AND INVERT TO PREVENT- BACKFLOW DURING CONSTRUCTION �I� iTIIN L.I° ,� °: �I. EXPIRES 3 -3.98. AT CB #4 UNKNOWN p p���p }� �y y �e @ HORIZONTAL DISTANCES MAY VARY FROM THOSE SHOWN ON THE z SWAD- 9' -?27? =WATFR FIFVATION = 22.2 ON R /S /9fi IV®T.E:. De'slGir: Elevations Based On Old Datum (NGVD 1929) PLAN ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION. TOP 30.5 (EXISTING) INVT 23.8 201 T -- CONTACT WASHINGTON NATURAL GAS II IyL /�� HP = HIGH PRESSURE NOTES: o r.LrLACE hh'IS TING 78" CMP Sin,gM °IPE WITH 18" CDR IP = INTERMEDIATE PRESSURE CALL �� ■a/. //'"�\ 4 ®�^n .!`J T STORM PIPE WITH FUSED JOINTS. PIPE BURSTING TRENCHLESS TECHNOLOGY ENC 1' y. y SHALL BE USED. CONNECTION WILL BE MADE TO EXISTING CATCH BASINS. 4? BEFORE YOU DIG 0 REPLACE EXISTING 12" CMP STORM PIPE WITH 12" CPEP, IF DAMAGED DURING CONS iURC TION. °O PUGET POWER UNDERGROUND, 3 TO 4 FEET OF COVER. w� H L! s IS I w L_ H EP 7D 1 �Ln Ln L'Li Z Q - L1 � C w _j w e L4 o z -. 1^ O � 'E Q U Q! \E a� 7- 8 ®0 °4�� -5555 CONTACT WASHINGTON NATURAL GAS BEFORE CONSTRUCTION GUS BANKS 350 -3418 HP = HIGH PRESSURE IP = INTERMEDIATE PRESSURE APPROXIMATE 42" DEFP 60" RCP Stormline (EXISTING) l CHECK n BOA Gr` -1 IANCE a To G 9711 "DS z j'2 Y a 9 Date Date 7�3�9G L /,1f,�.�//1r 2'n / /�� PAVEMENT EDGE RECOMMENDED FOR APPROVAL 1 1" BURIED TELEPHONE CABLE - r BY 9 3 -96 BY �_ BY _ Y 1 -T � SPOT ELEVATION IN FLOWLINE (TYP) - x j CB TYPE EXISTING 24 WATER LINE wFx Ire <!� « elm e1 i 11 elm 4.1.'14 �h' x 21'65 7' WATER VAULT ,b pugag EXISTING SIDEWALK 8" GONG STORM LINE (EX) - 27.80 �Gl (CONCRETE) ,FMS '�, , JF2802 PIPE BURSTING MACHINE PIT APPROX. 20 X5'X8' (F WORK CAN NOT BE DONE FROM CB#1) CB (buffed and plugged) I. EE_�12 NE 24.8 (PLAN) GCB #1 GII TOP f I.E. 18'" 5 22.3 (P Lp1 '\ LE, 12" SW 2> LAN' \ nterin of T Ibot Rood South cgs `\ r State High ­y Plan for SR 515) co s tic: •\ �1 �S 4 \ TO \ !o � P PAVEMENT EDGE 'power ft CB ,�8" SS (EXISTING) (EXISTING) '� � �Gl f +oo x \ ((/��/� �///�1�///� /`� //��7�/`�7/��, PIPE BURSTING MACHINE INSERTION PIT Grady L% ay 8mb=8 aflon MAXIMUM SIZE 40'X5'Xl O' � G25 52 G�� �`c \� p V4 / / S - p _ _ \•\ 10'x16' vault (EXISTING) 15' RCP (EXISTING) - _.________ D-i Ism. O o 0 0 0 0 s - _F----- - - - - -- --- o_ - - -o ° D - - ° -- " -D 12 HP ._ I W 2 IP I I a4 TOP 30.0 1J OP 19.8' '18" S UNKN CB $2 TOP 29.5 (EXISTING) _ PIPE BURSTING MACHINE INSERTION PIT ®' SB LVEAGETIAND ROP INSTALL I.E. =21.28 N k 2860' �\ /2 +00}�I,�[' O 24" Telephone Duct System \�v 29.4 _ �' D //�V- (EXISTING) = OR REPLACE WITH 33 L.F. OF CPEP 1 �1 .- �i PIPE FAILURE AREA 0 S -0.142 FT /FT (MATCH EXISTING INVERTS) o '1 62 j/ / CENTER LINE OF TALBOT RD S MAXIMUM SIZE 45X5 'X12' ' TE AREA OFFS HOLE) j�NVT A" N 20.59 T EXISTING 12 PIPEOBURS TNG MACHINE INSERTION PIT. x113 `,- / �/ o/ �✓ N% ( o CB 3 TOP 30.0 - _ X 3 NV 12 "' N 24.3 m MAXIMUM SIZE 45X5 "X11 �y I 12" CMP - SEE NOTE 2 x I o7 D -�` I.E. = 26.14 O o , -.- ,-2v T (EXISTING) L swnle _. Ll , ! - - I ,,W E Sp0030 F1 yF G ___ W y 29222 CMP S'F 011 1 W 6• ` �U U RIGHT OF WAY BOUNDRY Q7 213 L.F. 18" CMP STORMLONE S= 3 FT /FT (E %ISTING) 2933 !0 1; / 4+0 01\ �Ou 8m 10+00 --- �_._____ I _. - 0003 1 _ '/ 0 u 9 +00 -� 6 +00 ' O 1 �. ���_ 1 Power Pole (TYPICAL) _ - UTILITY MOTE: 3 0 6 v 60 "X42" CSMP ARCH PIPE (EXISTING)�►j - 0 h -_ ug af ��Ma% o oo o TOP 30.5 (EXISTING) - L 12'CONC. STORM INV 23.8 MIffOG77lC�G17coG1�GOo iV/�•ord s 10'X16' VAULT STA 8 +25 (81 FT RT) TOP = 31.02 CB TOP 30.5 (EXISTING) - I.E. = 22.64 F7 (60X42 ARCH PIPE, EAST) IN T 12" WEST 27.2 LE. = 21.74 FT (18" NORTH) INVT 6" EAST 27.1 - LE. = 21.14 FT (15" EAST) _ LE. = 21.14 FT (60" SOUTH) STA 8 +50 STA 8-00 STA 7-00 STA 6 +00 STA 5-00 STA 4-00 STA 3 -00 STA 2400 STA 1 -00 STA 0+00 '^ a 32 1 I I I I 1 I. I 1 I 32 CB # 3 STA 5 +77:(32 FT RT) (EXISTING) CB /{5 TYPE 1 STA 5 +45 (32 FT RT) : CB H 2 (EXISTING): STA 3 +74.(23 FT RT) w w g RIM EL 30.0 FT- - RIM EL 29.4 FT. - - RIM EL - 29.5 REPLACE EXISTING 12 STORM PIPE WITH 12" o e b ___ I.E. = 20.59 FT. (18' NORTH) E. = 26 12' CORD SOUTH + EAST LE. =. 21.28 (18 NORTH) ' LE.- 20 53 FT- 1.8' SOUTH), ( - ) CPEP IF DAMAGED BY. MACHINE PIT. - CBgi STA 0 +30 (25 FT RT). o' \ ( ) - SALVAGE AND RE INSTALL LE. 21.23 (18' SOUTH) MATCH EXISTING INVERT AND SLOPE. RIM EL. 28.7. APPROXIMATE a - - -` ---I -- 24 3 FT. (1.2„ NORTH) (APPROXIMATE) a _30 - - _. ..._ I.E. =.18 ". 2224 - .(SOUTH) 30 - - -,'- - -- -- - - -� �- -- -- __ __ LE 18" 22.29 (EAST) CB # 4 STA 8 +04 (42 FT RT) (EXISTING) 7 - - _ _ - _: __ _ GRADE_ ALONG TRUNK_LINE I.E. 12" 24.7 (SOUTHWEST) F RIM EL 28 22 FT - ). �pF' yy 19.8 FT (18 NORTH) -- - _ - - - GUTTER FLOW GRADE. . t - E UNKNOWN (18 SOUTHWEST) - 8 SANITARY SIDE SEWER - - ___ _ _ - - m Vr. �+. z•; I. 28 I. E. 21.8 FT (12" NORTHWEST) 12...GAS IE 26 29'. FT __ _. _. _.. - - _._ _ - - - - - - - _.- _ - 28 m � . STA 4 +89. (37 FT FIT) - APPROX. _ r. is 42 DEEP 12" GAS ISTEP�bN�&�'' 0O APPROX `ssl ©P1'/1' 1 26.. _: 0-227202, rr /'S £#FIRES 1Ii &41 ' - - - WEST EXISTING 12 STORM PIPE 60 STORM PIPE .. 4' PLASTIC ..... EXISTING APPROX. 0 DEEP - 12 GAS, DEPTH MAY VARY PUGET POWER - - - -- SEE WAG DRAWING 24 LOCATION APPX - -- ' - - --1 REPLACE EXISTING 12' STORM PIPE 24 z - 6 6" PVC WITH 33 L.F. OF 12" CPEP S= 0.0515 FT /FT 24 D.L. WATER.. ...(MATCH EXISTING. INVERTS). g - EXISTING - rr _ .APPROXIMATE LOCATION * OF PIPE FAILURE " _ g fir* __ - - -• q* _ - �- REPLACE EXISTING 314 LF OF 18!' CMP STORM PIPE AT -S THE USE FT /FT 22 7 S STA 6 +72 (40 FT RT) __ -_ 5 - - -- .WITH 314 LF OF 18" HDPE SDR 26 STORMPIPE THROUGH THE USE REPLACE EXISTING 222 LF OF 18' CMP STORM PIPE AT OF PIPE - BURSTING TERENCHLESS TECHNOLOGY 22 S- 010030 FT /FT. WITH 222 LF OF 18 HDPE SDR 26 STORM ��`�_ REPLACE £ %ISTING -273 LF OF 18" CMP STORM PIPE AT THROUGH THE USE OF PIPE BURSTING TERENC TECHNOLOGY 15" RCP -! S_ 0033 FT /FT WITH 213 LF. OF 18' HDPE SCHLES STORM i- THROUGH THE USE. OF PIPEBURSTING. TERENCHLESS TECHNOLOGY 20 - _ PROFILE SCALE: 20 52 LF 18" RCP STORM PIPE. .NTRACTOR TO PROVIDE TEMPORARY PLUG - - °: r PIPE SLOPE AND INVERT TO PREVENT BACKFLOW DURING CONSTRUCTION .HORIZONTAL DISTANCES MAY VARY FROM THOSE SHOWN ON THE a��Rl ®AIT'9�,L 1 �64� AT CB#4 UNKNOWN PLAN ALL DIMENSIONS ARE SUBJECT TO FIELD VERIFICATION. VERT'ICLE 1"-21 O z a *WATER ELEVATION = 22.2 ON 8/5/96 1"A 202 R 0 Li� ��L,