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J
<br />r
<br />�o
<br />O
<br />N
<br />C)
<br />U
<br />N
<br />O
<br />rn
<br />N
<br />0
<br />rn
<br />rn
<br />O
<br />0
<br />c
<br />U
<br />Q
<br />U
<br />w
<br />0
<br />cl_
<br />� f
<br />\
<br />\ 't
<br />;1
<br />l
<br />I
<br />I
<br />t
<br />1'
<br />NOTE: 1
<br />1. BASIS OF ELEVATION IS BRASS DISK STAMPED JK.4-14 ON THE
<br />MOST NORTHERN FOOTING OF POWER TRANSFORMER TOWER, 55' t
<br />SOUTH OF HARNEY LANE, STATION 221+10 t. ELEVATION IS 106.96'.
<br />2. FOR ROUGH GRADES SEE DWG. No. C7.
<br />3. FOR SITE IMPROVE MENT/SU RFACINGPLAN SEE DWG. No. C3.
<br />4. FOR PAVEMENT SECTION CUT INFORMATION SEE DWG. No. C3.
<br />5. ALL EARTHWORK SHALL CONFORM TO THE SPECIFICATIONS &
<br />GEOTECHNICAL REPORT FOR THIS PROJECT.
<br />6. FOR LANDSCAPE PLAN SEE DWG. No. L2.
<br />FOR SANITARY SEWER SYSTEM SEE DWG No. C4.`
<br />61 (�%2atl1',7c Flot�pAt SC�
<br />V6�
<br />S7�(�; tG /�(oDcL �SG3-too �•�7
<br />1 9s CNS=cGF \
<br />r IZ �Z GaLv
<br />r-
<br />LEGEND:..-
<br />FF FINISHED FLOOR 4
<br />GB GRADE BREAK
<br />INV. _ INVERT
<br />CMP CORRUGATED METAL PIPE (GALVANIZED)
<br />EL ELEVATION
<br />Lo.Pt. LOW POINT
<br />Ht.Pt. HIGH POINT
<br />U.N. UNLESS NOTED
<br />F/G FINISHED GRADE (SOIL)
<br />T/P TOP OF PAVEMENT
<br />T/C TOP OF CURB
<br />T/ TOP OF
<br />- CENTERLINE
<br />L FLOWUNE
<br />109.5 ORIGINAL GRADE (FOR ROUGH GRADES SEE DWG. C7)
<br />X1 _16.7 L NEW GRADE
<br />E.O.P. EDGE OF PAVEMENT
<br />INT. _ INTERSECTION '
<br />Od<S OIL do SCREENINGS
<br />D. 1. DROP INLET/CATCH BASIN
<br />D.1.P. DUCTILE IRON PIPE (CL. 51)
<br />--so- STORM DRAIN PIPE
<br />RW RETAINING WALL
<br />N/G NATURAL GROUND
<br />I. BERM, ALSO SEE 'EMCON' PROJ. No. 939-02.24, SHT'S. 2 8c 3
<br />ACCESS RD., ALSO SEE 'EMCON'
<br />PROJ. No. 939-02.24, SHT'S. 2 & 3
<br />2:1
<br />109.2
<br />111.2
<br />FUTURE PROCESSING AREA
<br />X110.9
<br />-/110.6
<br />CONFORM TO N/G 0 111.0±
<br />Cr
<br />w
<br />CD
<br />c�
<br />L, 1 18.0 T/P
<br />0
<br />r; ,, 110.5
<br />N
<br />117.75 T/P \
<br />6.j
<br />® 117.3 T/P
<br />11011
<br />119.9 T P
<br />120 4 T P
<br />112.2 F/G O GB
<br />116.7 F/G O GB
<br />:
<br />RIDGE O EDGE OF SHOULDER
<br />117.75 T/P
<br />X t -o.� .- . - . - . - . _ . . - . - . - rL
<br />o�
<br />115.4 L
<br />O Hi. Pt.
<br />h
<br />X
<br />120.1 118.0 T/P 122.1 T/P 126.0 F/G
<br />r /'T _P I 118 3 T/P 123.2 T/P �-
<br />��• �� a.va.u-1-11tvu to wnnng ana requires approval by EMCON.
<br />I
<br />w
<br />aI
<br />\
<br />W
<br />H
<br />:..: I ` 1.21.8 T/P IM
<br />122.9 T/P
<br />26.5 T/P
<br />1
<br />J
<br />w
<br />GB 1 18.0 T P' •.. 0
<br />G
<br />127
<br />2. T P
<br />�_
<br />D
<br />119.7 T1 P.7 115.3
<br />115.0 T P /
<br />10.8
<br />122.3
<br />0
<br />118.2 T/P
<br />GB-.�---- T P
<br />T .p
<br />115 0 T/P I m m
<br />REV
<br />=
<br />a
<br />DWN B DES BY
<br />CHK BY
<br />N
<br />of
<br />N
<br />of
<br />a
<br />O
<br />2:1
<br />109.2
<br />111.2
<br />FUTURE PROCESSING AREA
<br />X110.9
<br />-/110.6
<br />CONFORM TO N/G 0 111.0±
<br />Cr
<br />w
<br />CD
<br />c�
<br />L, 1 18.0 T/P
<br />0
<br />r; ,, 110.5
<br />N
<br />117.75 T/P \
<br />6.j
<br />® 117.3 T/P
<br />11011
<br />119.9 T P
<br />120 4 T P
<br />112.2 F/G O GB
<br />116.7 F/G O GB
<br />:
<br />RIDGE O EDGE OF SHOULDER
<br />117.75 T/P
<br />X t -o.� .- . - . - . - . _ . . - . - . - rL
<br />o�
<br />115.4 L
<br />O Hi. Pt.
<br />h
<br />X
<br />120.1 118.0 T/P 122.1 T/P 126.0 F/G
<br />r /'T _P I 118 3 T/P 123.2 T/P �-
<br />X108.7
<br />118
<br />a '
<br />w
<br />M
<br />ofCo
<br />\
<br />+I
<br />® I I
<br />r/fin N a
<br />� I r--
<br />�. �O
<br />9 �
<br />FROM _ ACCESS
<br />HARNEY +
<br />LANE _ 21
<br />W ►-
<br />.............. RIDGE RIDGE
<br />��• �� a.va.u-1-11tvu to wnnng ana requires approval by EMCON.
<br />I
<br />w
<br />aI
<br />126.5 FF
<br />0
<br />J
<br />:..: I ` 1.21.8 T/P IM
<br />122.9 T/P
<br />26.5 T/P
<br />1
<br />3/18/91
<br />0
<br />GB 1 18.0 T P' •.. 0
<br />G
<br />127
<br />2. T P
<br />�_
<br />119.7 T1 P.7 115.3
<br />115.0 T P /
<br />10.8
<br />122.3
<br />118.0 T/P
<br />118.2 T/P
<br />GB-.�---- T P
<br />T .p
<br />115 0 T/P I m m
<br />REV
<br />W
<br />w
<br />DWN B DES BY
<br />CHK BY
<br />APP B
<br />of
<br />of
<br />a
<br />O
<br />w
<br />I
<br />I
<br />d
<br />118.9 T/P
<br />I
<br />115.7 '
<br />� L
<br />119.2 T/P
<br />--
<br />X108.7
<br />118
<br />a '
<br />w
<br />M
<br />ofCo
<br />\
<br />+I
<br />® I I
<br />r/fin N a
<br />� I r--
<br />�. �O
<br />9 �
<br />FROM _ ACCESS
<br />HARNEY +
<br />LANE _ 21
<br />W ►-
<br />.............. RIDGE RIDGE
<br />��• �� a.va.u-1-11tvu to wnnng ana requires approval by EMCON.
<br />This plan/drawing reflects the regulatory requirements or concurrence ineffect at the time of its issuance.
<br />126.5 FF
<br />1 17.7 'T/P.......
<br />:..: I ` 1.21.8 T/P IM
<br />122.9 T/P
<br />26.5 T/P
<br />1
<br />3/18/91
<br />119.0 T/P
<br />GB 1 18.0 T P' •.. 0
<br />G
<br />127
<br />2. T P
<br />�_
<br />119.7 T1 P.7 115.3
<br />115.0 T P /
<br />10.8
<br />122.3
<br />118.0 T/P
<br />118.2 T/P
<br />GB-.�---- T P
<br />T .p
<br />115 0 T/P I m m
<br />X111.1
<br />117.75 T
<br />114.4
<br />Al ro'
<br />126.
<br />n
<br />126.5 FF
<br />126 5 T/P
<br />)<I 11.7
<br />f
<br />X 110.7
<br />f
<br />Xii .2
<br />\
<br />f
<br />110.6
<br />118.7 T P \
<br />\�:
<br />118.6 T P V1.
<br />40' SCALE
<br />r 120.0 T/CONC.
<br />1 18.9 T P
<br />o
<br />^' 25' 110'- 18" CMP o
<br />119.1 T/P '� `''/1
<br />o :\ 119.85 T/P
<br />9 1 NV. 1 19.35 T/P
<br />+
<br />f 119.2 T/P
<br />118.75 T/P \
<br />in -
<br />N
<br />119.85 T/P
<br />118.7 T/P �...... ........_..•
<br />r 109.4
<br />'1109.2
<br />X 110.3
<br />X 110.5
<br />1" = 50'-0"
<br />110.1 \
<br />X111.0
<br />`109.1
<br />TOE OF FILL BANK
<br />1 19.45 T/P
<br />of -
<br />rj TOP OF BANK
<br />RIDGE O EDGE OF SHOULDER
<br />I 117.2 T
<br />i c� I 110.7 T/P 1 17.0 T/P_.. w /P L } 1 101\ -- 1
<br />\\ I \ PLANT RD./SURFACING, \ 116.2 T \
<br />116.4 114.7 T/P Cs `\ 118.7 F G 111.2 T C 111,4.-TfFs m 0 119.6 T P !08:3 115.4
<br />m SEE DWG. No. C3 TYP. L \
<br />T P 1 12.0 T/P 1 10.3 �- '109.1 ` 116.45 T P
<br />T P ............ � 117.5 L
<br />1 1 1.6 T/APRON RET'G. WALL 1 19.1.. FF 5 1 13.5 INV, ` O HI. Pt. -
<br />:......_
<br />SEE DWG. S7 119.1 'T .P....-__••-
<br />1 19.6 T/P 1 10.1 T/APRON ^,. . 109.9 c0 1 1 6.6 a a X X X x X
<br />�o, 1 10.0 T/APRON 110 T/P 111.0 T/P/P ~ ~ t m A
<br />2.i•,B• DRIM CS c�EF 1 19.0 T/DOCK 112 0 F G 109.6e 24" D.I. ^ I a 119.6 T/ROCK 115.6 T/ROCK
<br />103.8 INV, .IG / 7 eo` ^_ a v O�
<br />P T P C5 108.0 RIM \ 710.1 116.3
<br />THRU. b' ,, 110.0 T/APRON / v I F- a-
<br />-1
<br />v O .�
<br />4 1 10.5 T C �` p� 105.0 INV. I a \ ^ N F \ : `\\ T ROCK o Oo p.1
<br />20'-6"D.I.P. z z (S C THRU. a
<br />N 109.4 T v v 119.0 T/DOCK ff 3 r-5' '' I N N- '` 116.6 T ROCK ,� O O
<br />APRON o a o 20'� 6" D.I.P. I - \ n o /
<br />LIFT STA. a o ', o z ) '� 'A N N x 116.1 O �Z
<br />108.0 F/G C5 2Q�r-! a\ \\ %,109.6 0 60/ �n N N 2 c� x T ROCK ` eye
<br />109.0 RIMS p Q oo u z0 v1 LIFT STA. r; i -' a v `` FUEL ISLAND y
<br />S7 F z o - 121.6 T/ROCK PRESS. TANK
<br />o O M M
<br />RECYCLING CENTER o a C5 09.3 T/OdcSl 1 's \\ o ` 121.7 FF 117.8 T CONC. \ o
<br />�n , o O1 �- !- a O a 108.3' • /
<br />t}3ti6-TFIV��iNY� o � 4p $GALE o of \ a \ Q 1 10.3 RIM `� a OO F- '' .- 122.1 T CONC. 1 1 7.0 T ROCK
<br />102.6 B/SUMP �,� I N 7 121.6 T/ROCK 06,
<br />109.5 T%- o Mo ~ 104.8 INV. IN CL ® \ O0 121.6 T/ROCK og
<br />(Z j y' ao9.2 CONC. o of o 0 o s 103.8 B/SUMPI I N N N - -X v /� , 7 FF s FUEL TANK FIREHOUSE �_k r, �� \\5�S P
<br />Ci 6" PVC (SEE o ° ~ a `J v+ \ '`" 122.1 T/CONC. 117.3 T%ROCK o GOT
<br />24" D.I. DWG. No. C3) n � M J 117.8 T/CONC. \ Z \\5
<br />t98'(j21M 20'- I OFFICE MAINT: BUILD'G. yto9.1x
<br />,1?03 8- H a 110.03 T/APRON 110.03 T/APRON 6" p,l p, r v I / /' 121.6 T/ROCK 9 T ROCK O 00 0\ 5 5�
<br />�I HRU. o w a !^ ,� 1 10.66 T C 1 10.53 T/C % N �,� o,'� 0 . __ T/ROC
<br />�O y'3 rn ° a m d`. 119.03 T DOCK 119.03 T DOCK 24" D.I. O� U = o a o 1 17.4 T CONC. 1095
<br />a 3o N O 106.8 T/
<br />/ C5 108.0 RIM c' u �� a c) a v RIDGE �...R10GE _ / 6 0
<br />z h GB lL,s?+ a \1
<br />o a w so ,,o ; GB 105.0 INV. p° S) o a � a v F N 121,6....1-/
<br />.....................
<br />o ao v1 z° 109.4 THRU. ,o�A O a z w �- F rn N^ n 21.7 FF 1 18.5 T ROCK
<br />�" M 1 1 1.1 T/P APRON 109 9 T/P 109.6 T P !. % ,n o a; a; A \ s
<br />1
<br />114.6 T/P mI
<br />c�
<br />118.0 T/P N
<br />116.0 FL ^� 108.8
<br />1 f 1.4 T
<br />25' 24" D.I.
<br />108.5 RIM C5
<br />104.5 INV.
<br />PLANT RD./SURFACING,
<br />SEE DWG. No. C3, TYP. -
<br />I
<br />120.5 T
<br />117.1 T/P o
<br />119.7 T P^
<br />!IIII�I N �I
<br />I C14 114.5 L
<br />_ DRAIN DITCH ---__
<br />A
<br />)A I 1'901' 116.20 T P T
<br />T 17-
<br />1 I 116
<br />2 - 116.3 T/P 24
<br />DRAIN DITCH L
<br />7//11:6.35 T
<br />Ili!
<br />N
<br />25
<br />JL C-
<br />109.9 T/P /0 a a o 00 of �+ ^ - _ - f 7121.0 T/ROCK \\6' O
<br />1 10.4 T C 1 10.6 T P I r- m - m m• = \ 1
<br />1 10.4 T/C = a .- t 6 6 OG A
<br />110.5 T/P c� 1� 21.6 T/ROCK �toa.5 TANK \\ G� R
<br />117.3 r,1 CR JJd 120.3 T/P --,_ \
<br />1 1 1.0 T C > 121.7 --,',FF 1 17.5 T/ROCK RO \�\
<br />/ T/P oo m ,n - 120.8 T Cv .
<br />o \ 120.0 T P / 115.6 T ROCK \� G
<br />1 10.2 T P 1 1 1.1 IT P N o f- 1 19. _ / TRUCK WASH 1 18.0 T CONC. q - \N6 `1 • / C.
<br />110.7 T C ?O. N 119.9 T C 120.5 T C '� i 12 t,.5 T/GONG. I 50'24" CMP 1
<br />121.4 F G TRANSFORMER r: ao 118.6_ T/P 119.7 T/P x115.8 T ROCK
<br />1 18.5 T CONC. V0 15' = I : 119. T C 120.2 C116
<br />-� / / \ 6 T ROCK G
<br />GN'?
<br />121.9 FF_ 121.9 FF121.4 F G x 119.9 T/P
<br />1� P -�. a c� a v 120.4 T C tel~ oo, 1 A� ( 3
<br />g 1- 11.3 1N \9 .COQ
<br />/ 121.9 T/P 1 18.3 T OdcS / y \ \ / PROPANE TANK ! �� 0 ",
<br />105.3 1 1 7.6 T P ~ ~ `~ ~ 1 19.0 T/FOT'f4. 1 16.7 T ROCK `' ' X 1 1 1 .2 1N \ 15• 0\yp\ Z x
<br />Z v rn rn v 119.1 T_/P u , 109.3 / O �O
<br />117.8 T ROCK
<br />121.4 F G 60'- 12" CMP �- o Y ^ tO '`' 1 19.6 T/C -� �• � N, X � � � �
<br />121.4 F G o - roN _ W O Q
<br />N � 114.2 INV. N - -y,- �
<br />115.0 INV. �113.5�IN�V, oo X B x X x o
<br />00
<br />119.0 FL 70'� 12 CMP --i 1 GB 1 12.1 INV 6024 CMP \ - - _ Q o o �
<br />0 H1. Pt. \ 118.6 T/P 1 12.3 INV. 112.0 INV. ��t 1 18 INV 0 \\ L -
<br />GB GB GB
<br />20.6 T/P 120.9 T P 119.8 T/P 119.3 T/P 119.0 T/P 118.35 T/P: 11 / 8.1 T P 112.5 INV. 117.1 115.5 T P m t� mI 1,13.6 T/P
<br />-- _-115.3 �P O i N
<br />T P in o� 'o o •' .a y A%
<br />I 119.55 T/P i' 118.15 T/P 116.85__T_/_P` 116.6 T P 115.05 T/P, 114.9. T P P O O
<br />X - 118.75 T/Pf?� o
<br />W 119.0 T/P - _ - -FL - - - , 9,571
<br />x
<br />0 112.0 INV. \ \\A• , o s OG. �► ?� #
<br />it X108.6 z 118.
<br />/! � o .
<br />Q.3 T/O& o � N � 50' 177. CMP ` � � (�
<br />1 19.3 T OdcS l k G'
<br />1 19.5 T WALK I SCALE HOUSE N a / 0 00
<br />-X' I r 112.8 114;82 T P
<br />119.6 FF J o � o
<br />40 CALK O HI. Pf. 114.9 T P / x 0
<br />117.7 T/P 118.7 T/GONG. 117. T P SEPTIC TANK -� -
<br />_ FOR ADDITIONAL INF 0_N_
<br />118.5 T/P 1 18.5 T P 117.0 T/P SET MH RIMS y '---'*-::A PRON 0 APRON ABOVE GRADE FIN. GRADES IN_Tl�1S AREA t�A•3 �i'
<br />\ (SEE DWG. No. C4) SEE DWG. No. CAo.-�
<br />m 1 os.3 '� 55'- 30" CMP
<br />y- 1 16.8 T/P y 115.15 T/P 114.85 T/P ..... ''-�
<br />y 114.66 T \ '�
<br />1 16.4 T/P 1,15.9 T/P 1 14.9 T/P 1 1 4.6 T/P Z ° -- _ t 14.58 T P
<br />-, -
<br />7.7 T/P � .•�•- �•�\ � 0.4
<br />--/-ice 70 SCALE 117.7 T P 1
<br />_... _ / X109.4
<br />0 APRON 117; _T/CONC. O APRON 116:6. T/P 116.1 T/P
<br />�� �
<br />/r X106.4
<br />DRAINAGE BASIN
<br />DAYLIGHT O (SEE 'EMCON' PROJ. No. 939-02.24) -
<br />0 a J4,� p�' z m 2' ABOVE BO TOM
<br />� OF BASIN
<br />N -
<br />M l ' � O m ® . �
<br />O z 15'
<br />X111.0 MIw �,.
<br />111 Nlm O
<br />j 1I K) " SACKED CONC. RIP -RAP
<br />i( N i
<br />ICULVERTS, SEE 'EMCON' PROJ. 939-02.24,
<br />SHT'S. No.3 do 4 113.2
<br />1 08.6
<br />1
<br />1
<br />UNAUTHORIZED CHANGES, USES AND TIME EFFECTS: EMCON will not be responsible or liable for unatrthnri�arl t hannoc fn ���o� „f +tics ..t,,.,�a.,•.•1... �... __ ._ .
<br />nlan/ltrs�tulr,n +,,,..♦ c a--
<br />-
<br />��• �� a.va.u-1-11tvu to wnnng ana requires approval by EMCON.
<br />This plan/drawing reflects the regulatory requirements or concurrence ineffect at the time of its issuance.
<br />2
<br />3/26/92
<br />QY 1�"r ESS/til\
<br />� 9�
<br /><�,
<br />No. 0451;25 ^' J
<br />EVp /
<br />07.6
<br />110.5
<br />\110.7
<br />1
<br />SAN JOAQUIN COUNTY
<br />NORTH COUNTY SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />GRADING & DRAINAGE PLAN
<br />DRAWING NO.
<br />C 2
<br />PROJECT NO.
<br />939-02.43
<br />RECORD DRAWING
<br />i
<br />2
<br />3/26/92
<br />RECORD DRAWING -PER CONTRACTOR
<br />1
<br />3/18/91
<br />PLAN CHECK 3/12/91
<br />0
<br />2/2/91
<br />ISSUED FOR CONSTRUCTION
<br />LGT LGT
<br />WD
<br />WD
<br />REV
<br />DATE
<br />DESCRIPTION
<br />DWN B DES BY
<br />CHK BY
<br />APP B
<br />DATE OF ISSUE DWN BY L. TODD CHK BY_ �_QECKIiR
<br />FEB._ 1991_ DES BY _L. TODD _ APP BY_ W. DECKER
<br />--
<br />110.5
<br />\110.7
<br />1
<br />SAN JOAQUIN COUNTY
<br />NORTH COUNTY SANITARY LANDFILL
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />GRADING & DRAINAGE PLAN
<br />DRAWING NO.
<br />C 2
<br />PROJECT NO.
<br />939-02.43
<br />RECORD DRAWING
<br />i
<br />
|