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N\/V 1/4 OF SE
<br />EXISTING
<br />RAILROAD
<br />TRACKS
<br />IA
<br />/ r, TON 18, TOWNSHP 29 NORTH, RANGE 5 EAST
<br />A
<br />-4�
<br />:7
<br />REPLACE EXISTING
<br />DRAIN DIFFU SER TEE
<br />WITH HDPE TEE.
<br />LOCATE �N SAME
<br />LOCATION AS EXISTING
<br />6-4
<br />0
<br />68 LF- 4" HDPE @ 91.c)%
<br />L
<br />ANCHOR PIPE TO
<br />SLOPE @ 20' Oc 7`7 -:7 7
<br />WHERE ALLOWABLE
<br />2
<br />TYPE CB (REPLACE
<br />C 3.2 C3. EMST�NG YARL DRA�Nl
<br />Rei
<br />ff 80
<br />3 4
<br />C,
<br />C3.2 C3.2' 2 IE (4" ft 77.0
<br />D.RAMNAGE PLAN,
<br />GRADING AND DRAINAGE NOTES:
<br />1. SOILS REPORT
<br />REPORTNUMBER.- JN21464
<br />PREPARED BY: GEOTE01CONSULTANTS, NC
<br />DATED: DECEMBER 30, 20211
<br />2. THIS SITE IS DESIGNATED AS A STEEP SLOPE CRIT ICAL AREA.
<br />B. TOW AND BOVV REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE WALLS, RESPECTIVELY.
<br />4. A MINIMUM OF 3'HOR17 ONTAL SEPARATION AND VVERTICAL SEPARATION IS REQUIRED BETWEEN DRY
<br />UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MiNwIUM OF 5E
<br />HORIZONTAL SEPERATION AND 1'VERTICAL SEPERATbON FROM ANY CITY -OWNED LINES.
<br />S. A TYPE 11 CATCH BASIN IS REQUIRED WHENEVER RINVI TO INVERT EXCEEDS 5'.
<br />GRINNELL TYP 212 PIPE
<br />CLAMP W � T H GA VANS Z 'a D
<br />F$NISH OR EQUAL
<br />F-
<br />ATERIAL TO BE ASTM p
<br />M
<br />A36 GALVANIZED I
<br />AFTER FABRICATION
<br />PER ASTM A153
<br />LIL FLATTEN TO POINT
<br />W. Mt.
<br />12,
<br />�z
<br /><
<br /><
<br />9'55"E I I 1 4
<br />Z, �
<br />I
<br /><
<br />Z
<br />r- 8 LF- 4" HDPE <
<br />@ 1 .0% MIN
<br /><
<br />00
<br />Q-D
<br />. .. ..... ..
<br />3
<br />_J
<br />V
<br />FiELD LOCATE AND TIE
<br />EXISTING DRAINS TO NEW
<br />t I
<br />LO
<br />CATCH BASIN, EXTENDING
<br />OR CU171NG IF NECESSARY
<br />C.4
<br />U) -- -------- -------
<br />"J
<br />- ------ ---- - <
<br />SD
<br />157.95
<br />COLLAR
<br />(2"0 PIPE1
<br />f }ter
<br />1 1/2" x 6' PIPE
<br />STAKES EA SCE
<br />OF NPE
<br />D d kj
<br />Rd a INS P"OR STEEP
<br />IP rvT ) " `
<br />Installation of the pipeline w-111 be
<br />difficult. due to the Aopc in which the
<br />"I be la -id. Any dai-nage to oipe w�l
<br />hope due to construc:tion rnusL be
<br />rep� 'red tc ,, -k - -) its original conditicin. A
<br />large load on the canreLe anchor wli,.ch
<br />sul�pw-Ls thc! pipe at thz> toof the
<br />slnpe will result due Lo this sns-ttatldUon
<br />"'his anchor should be moved as far
<br />away frorm t-he face of the slope as Pion view
<br />-os 'ble P maximize its suppor,L
<br />ca p a 1) i 11 t y The pipeline should he dci- -------
<br />sivned to uvithstand the wei,.Fht of the
<br />w-al.or wiLhin the pipe
<br />See dcLals belc-,v cornmalliv use, to
<br />support and hold the pipt� in p�,cc, I
<br />— '41-�—� Qev. View
<br />�1; �A. 1- 4 f� I + 51- 1 'IS' ---------
<br />I 1 11 1 11 1, 1 , - I I , 1� I 1 .1 1� I
<br />ation. If the pipelinc fails, it v,,ill be =he
<br />ownters rcsmonsib,,ility to reinsLall Ube
<br />ptpeIiviLf, danaage o0curs to railway
<br />L
<br />pi-Gperty due to the faiitzre of the -)E7 AIL
<br />jaipehne, the property owner will be
<br />rest3onsible fo-r darnages. 'I"he properLy
<br />owrtn, musi. not depasil. , qrz-,iss clippings,
<br />yard wa-ste, Urees or other debris on the
<br />slol�c at any time,
<br />p
<br />3x3- i,,ko qy!�,w"o oi 7.5, The Chits mu-4t btj picc,,o
<br />Applirct�ari rnwat ts
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<br />!x�ciiof% 6,w, q of U�r d�Irh :n
<br />tokitica"Ship Cu Uie
<br />-thntc-d uiqhtkan.s.'nus", q�ve
<br />1.. r,
<br />both Lzw�icf %;twtjTcV
<br />dis�cnces ith reference ha
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<br />oround tho a qce 7
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<br />DESION:
<br />DRAWN:
<br />CHECK:
<br />JOB No.
<br />IDATE:
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<br />S H E ET:
<br />Am
<br />JP
<br />DMT
<br />2 2-2043.10
<br />03/03/22
<br />PPE ANCHOR DETAIL 11`
<br />SCALE: KITS
<br />
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