AEG DD 8770 User Manual

GW-GENERAL CORRESPONDENCE YEAR(S):

1/2" EXPANSION JOINT REQUIRED WHERE NEW SLAB AND BLOCK WALLS MEET ALSO WHERE THEY MEET EXISTING CONCRETE NEW 8" X 8" X 16" CONCRET

SEE DETAIL "9" ON DWG. 2BP-1-M94 FOR THIS AREA ib 5"^ EXIST. 2" LINE NEW 5" WIDE CONCRETE CURB WALL PER DETAIL "10"

2V-10" ± (DETERMINED BY LENGTH OF WING WALLS) •EXISTING PITWALL REF. ELEVATION: 100.0' 01 2 I T CL m CM CO Ld X. to o oc o O CD °u. to o o Q

ID I ib 1 26'-03/4" 3'-0" EL. 105.25 13'-03/8" 13'-03/8" RETAINING WALL <Sc ELECTRICAL RACK 7'-6"

46'-0" 2'-6" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 4&ap

27'-0" 30'-0" N 2" DRAIN SEE DETAIL "4" ON DWG. 2BP-1-M94 6 COURSES OF CONCRETE BLOCK "C" PLANT LUBE OIL

8" #4 REBAR AT 6" C/C BOTH DIRECTIONS 8" 6 #5 REBAR AT 12" C/C 4" PVC DRAINAGE PIPE SEE PLAN FOR B.O.P. ELEVATIONS (PERFORATI

m TOP OF 6" SLAB IRVING GRATING-TYPE 1WA 1"X1/8" BARS OR EQUAL L 6 X 3 1/2 X 5/16 HANDRAIL iiriiiiliiliiiihiiliiiliiiliiiliiiili l_ 6 X

DOORWAt N EXISTING CONTROL BLDG. WALL / ''///////>• SLIDE EXISTING PORCH SLAB AWAY FROM NEW BLOCK WALL N 2 •A O 7 EXISTING • + 8.. CONCRE

wmmm CUT txwnuei' PIPING JU'DT SO.UTU DF SUPPORT A REPLACE. WITH ULW P\P\U6 ELEVATION OF ^UPPORT^ 15 DETER. WliM£3 EV ELEV AT 10 Ki DF EL EJ

P. O. BOX 1492 EL PASO, TEXAS 79978 PHONE: 915-541-2600 By Federal Express April 25, 1990 Mr. Roger Anderson Mew Mexico Oil Conservation Division Stat

I 2" 1 z < UJ UJ to to UJ I—I cc < > CO UJ to cc o o o z r. A GRADE =///=///= 4" 1 6" MORTAR CAP y— SEE PLAN FOR ELEVATION CON

»(0A .— Remove /L9t from Etist. Line Use Existing Pipe Ftgs. /F/g. C</?V /=//• C/J 5^o*v/i {3" 1945 JL^&AMvstinaL WH'/50 Hi r"+&

I." • liJiii^iili ll lti sv--; -'«^ f!1^ ?'5' VV-:k^4 'A V ». * «" -nS Iff, IJ,ir : ... .V'-A'-V: >3>

H08E-T MflO^ a cm ro/=> OF CONC. (I SLEEVE d < r1 Ct TOP OF CONC. -j < £1 0 4. xj ->LE£V£ ± HEX. OR 5Q.WD. TYPB X L - A j-P 'A"

• V^;i \ A &r>i,.~ y,yy, ".-"V ' %" 1 ^ " *. P in i ii i II i l ••! Umiliiiii nm nn Tf iiii : *A -A. -'A-"&a

4" FLANGE CLASS 150 WN BAR 3/16" X 7" X 0'-9 1/4" (BAFFLE) 3-BARS 1/4" DIA. X 0'-3" (CENTERING RODS) 8" S

EXISTING UNLOADING PIPES m BERM EL. 105.25 3'-6" 8'-0" 2'-3" 6'-9" i I BERM EL. 105.25 — 8" X 8" X 1

-T.O.C. EL.103.73' ro ro I tO rv^ |v I OO rv l •T.O.C. EL.104.48" 85/8" MIDDLE TANK -T.O.C. EL.99.33" -T.O.C. EL.105.58' N -T

o -J < d _l < O o z a: z PLANT NORTH STORAGE TANK NORTH o I I 99.75 20'-0" 2" DRAIN VALVE Sc SPLASH PAD SEE DETAIL 2BP-1-M100 INV

-y* *^v* * » * " NORTH FLARE PIT VKQ ROCK T2T UJ 2£ O pmpEmr LM . V *•- *,mif" c»<v •* » PROD. WATER EVAP. POND 2 5; "\ <i * r •

IRVING GRATING-TYPE 1WA 1"X1/8" BARS OR EQUAL L 6 X 3 1/2 X 5/16 HANDRAIL IRVING GRATING-TYPE 1WA 1"X1/8" BARS OR EQUAL L 6 X 3 1/

JUL •nr TT ! V'.jfti. •• y - ''J-i* *r*" " JnBW* - 'V , - ." • • «.v»- - J: . { ' • ^.!ywi,y >^fixfg^:^-3T»

4k - ^ 20'-0" TRANSITION WALL SEE DETAIL "6" 2BP-1-M97 TYPE "B" WALL SEE DETAIL "2" 2BP-1-M97 TYPE "A&quo

N!4+00 o o + CM N NI3-t-00 NI 2+00 N I i +00 N6+00 o o + lO CM 1 1 o o + CM ' NORTH FLARE PIT i \\ * 1 N 3^6" FLARE LINE o o + CM ro N5+00 2

3 IP MATCH LINE 0+00 FOR CONTINUATION SEE 2BP-I-P40 S I +00 WAREHOUSE I | S2+0Cy WELD AND MACHINE SHOP fO 0_ I S3+00 il s« LU UJ Cfl z o Z GAS TO CONO

S10+00 IP SI I+00 SI 2+00 S I 3+00 SI 4+00 SI 5+00 UJ1 S16+00 SI 7+00 SI 8+00 SI 9+00 S20+00 MATCH LINE SI 0+00 SEE 2BP-I-P38 MATCH LINE S20+00 I ENG.

0+00 N Sl+00 S2+00 S3+00 IP S4+00 S5+00 U . z I ss+oo S7+00 S8+00 S9+00 S10+00 MATCH LINE SI 0+00 LEGEND DWG NO I t I 1 F NEfLKENCE DRAWINGS NO D* &a

Form 7-18A (10-58) g| Paso Natural Gas Company LETTER OF TRANSMITTAL T0' Tony Gelat DATE 10-23-89 Fred Trudeau A„ Central Eng. Drafting FROM PLAC

* V"*v> • .s-5*V ... . i •A 4 : -':7: . . ... ., :f- : .V:'" • ^V::-^ DWG. NO. TITLE REFERENCE DRAWINGS DATE DESCRIPTION R