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330 325---- a ---------- - ----- ----------- ------ - I -- ----- --------- - -------_ -------------- 1---------------- - _--------------------- 1 ----- - ------ Iz - ----------- - - ------ EXIST. PVM'T., 320 ,— --------------------------------------------------- ---- ---- ------------------------------------------- ---- -- ----------------------------- - _ ------ -------- ------ --------------------------------------------------- ------------------ - ---- - ---------------------------------------- EXIST. GROUND- lREMO 315---__—_---- -------------------------------------------------------------- --------------------------------------------- - ----------- - -- -- — - -- -- - ---------- ---- ----- ----- --------- --- - - 310 5 ° DROP INLET 305 --------------------------- ------ EX 6" SS @ 47, (REMOVE) _-_- 300 - - - 216.4' - 8" Di (CL50) @ 124 �% STA. 0+00 REMOVE EXIST. SSMH & REPLACE 295 R MS EL. = 317 Z 7 3 - 48" I.E. 6 (S)=300.55 (EXIST. E 6"(N)=300.26 (REMOVE EXIST.) I E 8"(W)= 0u7 (EXIST.) I E 8"(N)= i-✓ 0+00 330 325 EXIST. PVM'T. 5 320 a 1 +00 \ Z_ UiLi _ J > 33' 4 .UJ Z + � U 3 EXIST. GROUND �--Lj I--,\ Q w � \` UJ CD V) 5, ---- +r - �ANODE CABLE 2"G 51.5"W 66" 0 I E.=316.7f I.E.= �315-4t o - ------ - ---- - -------. 6"W I 1 1.�..� 10' 315 - �.5' MIN- _ -------- --------- 11 C4 o j STA. 3+71-19 REMOVE EXIST. SSMH & REPLACE H ti 0 y w/S.S.M.H. No. 11 - 48" ILK � �, t 0 RIM EL.=325.23 I.E.CHANNEL 320.14 - Q I cTR. = (EXIST.) STA. 2+16.42 y 4-(SE) -(EXIST.) REMOVE EXIST. SSMH & REPLACE 6"(S)-(EXIST.) 6"(W)-(REMOVE EXIST.) w/S.S.M.H. No. 12 - 48" RIM EL.=316./S I E 8"(N)= 1.vlvew) I.E. 6"(N)=302.75 (EXIST.) I.E. 8"(W)=T%L/T(,41Ew) - ------ 1.-E=-6"{S)=3O2.72-(REMO'VE EXIST:) IF g -W,41AIAl =31153 I-E. 6"(E)=302.88 (REMOVE EXIST.) I.E. 6"(E)=309.30 - DROP (REMOVE EXIST.) I, E . 8"(E )= /.v lvFw) I.E. 8"(S)= oe/TZ.✓Ew) IF, lT CAioulAll. I= 30 Z. 6 / SEPARATION EASEMENTS IN LOTS 2+00 $4' 3 8" PVC ®/ 310 STA. 4+56.24 STA. 5+32.14 S.S.M.H No. 10 - 48" S.S.M.H. No. 9 - 48 RIM EL.=323.91 RIM EL.=3ZS, o9 I.E. 8"(NE)= it/ I.E. 8"(SE)= IAA iE 0' 3/3Z3 I.E. 8"(S)=ouT I.E_ 8"(SW' ou7 7 NOTE: 75' D.I. (CLASS 53 RESTRAINED JOINT) CASING FROM SSMH 9 TO SSMH 10 WITH CONCRETE PLUG AT EACH END. TRENCH NOT TO EXCEED 30" IN W z PIPE CROSSINGS. 1.5 MiN. �Ei,,I RA iUN. v_�)L r-LH GRAVEL OR CDF BACKFILL. 4+00 5+00 6+00 GRANT A VE. S. SEA TTLE PIPELINE RIW (BEACON A VE. S. ) RECOMMENDED RECOMMENDED FOR APPROVAL FOR APPROVAL BY .�. !-6 _q1 . to w14CI P,_"N REV/FYV 1NA9rF_WRTEIQ ENG./NEF_A< 3+00 N a o z 330 - O U Q w 325 � W % 320 - 2oS.9= 8" PVC @ 0. 57,x m STA. 6+43.04 o S.S.M.H. No. 8 - 48"_ RIM EL.= Z/ a .3Z9. -I E: 8"(NE)= iv -- --- --W I.E. 8"(NW)=0617- Ln 7+00 D E. o. ' ON..••' �1 ss� A l a� ,7 / EXIST. PVM'T. 3 ' - 8" PVC @ A 3.5dyg 330 325 320 J---315---- -------J---310---- ......--f---305---- 300 295