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HomeMy WebLinkAboutD-227202T -- 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,