AUDIE MURPHY ROAD SEWAGE LIFT STATION
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- Josephine Dennis
- 5 years ago
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1 SN MNCPL W DSC VSD CONY, CLFON BOD OF DCOS NDY. COD PSDN DVD J. SLWSON VC-PSDN JOSP J. KBL BOD MMB PLP. PL BOD MMB ONLD W. SLLVN BOD MMB PL D. JONS, P.. GNL MNG D MPY OD SWG LF SON Joe Mouawad 7/25/206 BM M
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5 FLOO PLN LGND " CM WLL 00 DOO YP P SCDL LOV OPNNG P SCDL 2'-0" 8'-0" 4'-0" 8'-0" 3'-4".O. SLB L= DNOS.O. SLB LVON C P MCNCL DWNGS 2 C -3 XS LOV 6'-8" 2'-4" 8'-0" 8'-0" ODO CONOL SLB 3-3 LCCL OOM 0 5'-4" COMFO SON 02 3'-4" GNO OOM 03 B 0'-0" 2'-4".O. SLB L= OOF C LDD NK LOV GNO P MC. DWNGS -3 4'-0" SOW/ Y WS SLB 3'-4" '-4" 3'-4" 4'-0" 003 4'-8" B 4'-0" 002 '-4" 00 6'-0" -3 F XNGS P SPCFCON SCON CONC SOOP 4'-8" 4'-0" 6'-8" 6'-0" 4'-0" 35'-4" - SD Consulting Structural ngineers, nc. 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax G S D M P O F D S S S 2834 xp O N L N G N Joe Mouawad 7/25/206 S S O F C C L L F O N BM M SCL: 3/8"='-0" CONOL BLDNG FLOO PLN
6 OOF PLN LGND PP WLL WLL BLOW 35'-4" 7'-8" '-6" '-6" OOF CCK 6'-" +0" " 2'-2" 4'-9" +2 /2" 5 2'-2" 3'-4" 2'-4" DG SL SLF CLOSNG-SLF LCNG SWNG G 2'-6" S-2 7'-" 2'-0" 6'-4" 2'-0" 3'-0" +8" +8" DG SL ND L 4'-0" 3'-0" B.O. WLL L = ' - SD Consulting Structural ngineers, nc. 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax G S D M P O F D S S S 2834 xp O N L N G N Joe Mouawad 7/25/206 S S O F C C L L F O N BM M SCL: 3/8"='-0" CONOL BLDNG OOF DNG
7 DOO SCDL LOV SCDL MK OPNNG SZ QY. YP MKS MK FNS W 8'-0" 7''-4" COSCL XS LOV P SCON SPCFCON PN S SCD. B 0'-0" 7'-4" COSCL NK LOV P SCON SPCFCON PN S SCD. 00 OPNNG SZ W QY. 8'-0" 6'-0" P 002 4'-0" 8'-0" 003 3'-4" 7-4" 2 YP DW FM 3'-0" x 0'-6" x 3/4" SOND D DOO MBLY W SOND NSMON CL (SC) 38 O G FLS GLVNZD SL DOO (YP ) POVD SPCL OPNNG FO CN L W/ W POOFNG OND BM, OPON O S SPL DOO 7'-0" G W/ SOP CD O PP DOOS. GLVNZD SL 2" FC x 6" DP (FM YP-2) 2'-8" x 7'-0" x -3/4" SL-6 FLS GLVNZD SL DOO (DOO YP-B) GLVNZD SL 2" FC x 6" DP (FM YP-) 3'-0" x 7'-0" x -3/4" SL-6 FLS GLVNZD SL DOO (DOO YP-B) NO: XO DOO MBLS SLL CONFOM O PFOMNC QMNS OF SNDD SFM 2-7- O SLL B PPOVD NONCOMBSBL CONSCON, O SOLD CO WOOD VNG SLS ND LS NO L N -3/8 CK, O SLL V F-NC NG OF NO L N 20-MNS WN SD CCODNG O SM W DOO YP- DOO YP-B W FM YP - FM YP -2 KYNOS 3 40" B 2" " x 48" SFC MOND MO 4 SFC-MON PP OWL DSPNS 5 WLL MOND SOP DSPNS 6 NKL W 7 36" SFC MOND GB B 8 42" SFC MOND GB B 9 36" W x 2" D x 29" SOG CBN, NCO O WLL W/ 4-3/8"x4" XPNSON NCO, 2" MN. MBD. 0 LSD ML-OLL OL DSPNS - 34" 34" MX. 8" 6" 6" 8" SFC MOND GB B 5 D 34" 2-2 C - 8" 6 B D C M Joe Mouawad L S 2834 GN D xp S rik Jorgensen 7/25/206 DOO/LOV SCDL, COMFO SON PLN ND LVONS L S 7/25/206 C OF C L FO 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax O F S S ON N Consulting Structural ngineers, nc. P D - SD PLN G S 40" WLL MOND W CLOS N BM SCL: 3/8"='-0" M
8 Joe Mouawad 7/25/206 BM M
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15 FONDON NOS LL FOONGS ND SLBS SLL B POD MONOLCLLY XCP S SOWN. 2. S GNL SCL NOS ND YPCL DLS. S NOS ND DLS SLL B SD W PPLCBL W SPCFCLLY FNCD O NO. 3. CONCO SLL COODN WOK OF LL DS W SCL QMNS NDCD. F O CVL, MCNCL, PLMBNG, ND LCCL DWNGS. 4. OP OF SLB-ON-GD S NOMNL FS FLOO LN. FNSD FLOO LVON (F.F.L.) = O.N. 5. SLB-ON-GD CONOL JON LOCONS SLL B PPOVD BY CC PO O PLCMN OF CONC. S DL 2 35'-4" 2'-0" 8'-0" 5'-4" 4'-0" 5'-0" 8'-0" GNO P MC. DWNGS 3'-4" S- 3'-0" S-8 CF-3.0 C 6. FO SZ ND LOCON OF DPD SLBS, SLB OPNNGS, FLOO DNS ND O QMNS NO NDCD F O CCL DWNGS. 7. FO MS MBDDD NO CONC SLBS ND MSONY WLLS NO NDCD, F O CCL DWNGS. 8. FO N ND XN OF DNS, SLMPS, XO DSCP, C., F O O DWNGS. COMFO SON 8'-4" 8'-0" 2 6'-8" 9. FO DMNSONS, XN, ND N OF LL WLLS, F O CCL DWNGS. VFY LL DMNSONS W CCL DWNGS. 0. NO PPNG, COND, O O LS SLL B LOCD WN NY MSONY WLLS NL PPOVD BY SCL NGN. PNONS WLLS SLL B ONLY S DLD.. FO WLL NSCON DL S 2 -." S-8 S-8 3'-4" 2. FO CM WLL OPN'G S DL -" 5 S-3 CF-3.0 CF-3.0 LCCL OOM CF-3.0 2'-4" CF-3.0 S-3 -" ODO CONOL SLB FONDON PLN LGND 0'-0".O. SLB CF-3.0 7'-0" 8'-0" 2'-0" L= ' 8" SOLD GOD CM WLL W/ MX. SPCNG OF 32" O.C.. WY P LYO ON PLN SD CONC. PD '-0" CONNOS SPD FOONG P SCDL CF-3.0-2" FOONG NDCO 3'-4" 5'-4" 2'-0" SOW/ Y WS SLB GNO OOM 6" SLB ON GD W/ 2" O.C.. WY CN OF SLB OV 2" SND OV 0 ML VSQN OV 2" SND B.O. FG. L = ' CF-3.0 4'-0" 6'-8" 6'-0" 4'-0" SLOP 4'-8" 4'-0" CONNOS FOONG SCDL S-8 WD CKN CF-3.0 3'-0" '-0" OP NF. BO. NF. NSVS NF. 3-#5 NON 35'-4" M G S Joe Mouawad L S 2834 GN D xp S 7/25/206 rik Jorgensen 7/25/206 L S 3-#5 C OF C L FO 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax O F S S ON N Consulting Structural ngineers, nc. P D - SD 8'-0" MK N BM SCL: 3/8"='-0" M FONDON PLN
16 FMNG NOS S GNL SCL NOS ND YPCL DLS. S NOS ND DLS SLL B SD 2. XO WLL LDGS SLL B 3"X3"X/4" NGL 3. NO WLL LDGS SLL B 4"X6"X3/8" LLV NGL 4. ML DCK P S-4 2'-0" 8'-0" 5'-4" S-8 FMNG PLN LGND 2'-2" 3'-4" MSONY PP WLL MSONY BM POCK 6'-8" 6'-8" 6'-8" 2 S-8 ML DCK P S-4 7 S-3 LCCL OOM C0X20 C0X20 4 S- COMFO SON C0X20 C6X0.5 C6X0.5 S-2 2'-6" CL. C6X0.5 3'-0" CL. GNO OOM 3 S- C0X20 C0X20 2'-7" CL. 5 S- 6 S- 3'-0" 2'-0" 4'-0" '-4" 2 S-8 7 S-3 7'-4" 6'-0" 6'-8" WLL LDG B S- 2 S-.O. WLL L = ' 6'-0" 4'-0" 6'-4" 2'-0" 5'-8" S-8 - SD Consulting Structural ngineers, nc. 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax G S D M P O F D S S S 2834 xp O N L N G N Joe Mouawad 7/25/206 S S O F C C L L F O N BM M SCL: 3/8"='-0" OOF FMNG PLN
17 .O. WLL L = '.O.S. L = 46.00'.O.S. L = 46.67' 2-#5 CON (WLL OP COD) 2'-0" 7'-4" 2'-8" 3" GNO OOM 3 S-2 6" O.C. SLB P PLN 2'-0" 8" SOLD GOD CM WLL W/ 24" O.C. V & 24" O.C. OZ. F.F. 2'-0" 2'-0" L = '.O. FG. L = ' /2" CK XPNSON JON.O. WLL L = ' 24" CK CONC W/ 2" O.C. OP & BO. FG. SZ & NF. P PLN & SCD. 7 S-3 3 S- 8" SOLD GOD CM WLL W/ 24" O.C. V & 24" O.C. OZ. LCCL OOM COMFO SON GNO OOM 4" CK CONC PD SLB P PLN /2" CK XPNSON JON 6" O.C. 3" F.F. 2'-0" L = ' 2'-0".O. FG. L = ' 24" CK CONC W/ 2" O.C. OP & BO. FG. SZ & NF. P PLN & SCD. - SD Consulting Structural ngineers, nc. 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax G S D M P O F D S S S 2834 xp O N L N G N Joe Mouawad 7/25/206 S S O F C C L L F O N BM M SCL: /2"='-0" CONOL BLDNG SCONS
18 CS-N-PLC SNL SL C C LFS O OPN OWDS DSCG PPNG 6-#5 BS OP ND BO,. SD OF OPNNG 2" O.C. OP & BO.. WY L= ' 6-#5 BS OP ND BO,. SD OF OPNNG '-6" '-6" 2" CL. FO PCS OOF POVD 3/8" CK CMN MO O PFOMD COLD-PPLD DY O S PLSC JON SLNG COMPOND ND PM W WLL OOF MY B CS-N-PLC ON OP OF W WLL O MY B PCS ONS ND LFD NO PLC. FO PCS OOF, CONCO SLL B SPONSBL FO DSGN ND CONSCON OF LL NCY LFNG DVCS/SYSMS. FO PCS OOF POVD 3/8" CK CMN MO O PFOMD COLD-PPLD DY O S PLSC JON SLNG COMPOND ND PM 2" CL. PCS CONC. W WLL P MNF. DSGN GOND W L= ' 2-#5 BS OP & BO.. SD OF OPNNG.O.N. 3-#8 BS, W/ OOK 2. ND SOP OP BS 2" FOM CBL OG '-6" '-3" 2" O.C. OP & BO.. WY #5 BS FLL LNG BN CBL OG, NV. L= 383.9' 2" MN BWN PP PNON ND WLL JONS 0'-0" 2" #5 DGONL BS S PLN 6" 2'-6" 2" CL. 4" DP OG #3 CLOSD 6" O.C. #5 B FLL LNG 2" O.C. 2'-0" 9" 3" NV. L= ' 2" 2#5 L= ' NO: 2" CL. 8" 3-#8 BS W OOKS. ND P DL ON, OP ND BOOM #5 BS FLL LNG BN CBL OG 2" O.C. NO: 2" CL. 3" DS 2-#5 B LONG OSD OF OPNNG (S PLN). C FM NO SOWN FO CLY. C FM NO SOWN FO CLY 4'-0" CS-N-PLC CONC FONDON 2. S NFOCMN PLNS ON FO NSVS SL. 2" O.C. OP & BO.. WY - SD Consulting Structural ngineers, nc. 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax G S D M P O F D S S S 2834 xp O N L N G N Joe Mouawad 7/25/206 S S O F C C L L F O N BM M SCL: S SOWN W WLL SCON
19 MNOL CC C #5 L-SPD 2" O.C. #6 B FLL LNG '-9" '-6" 4'-6" D. MNOL OPNNG 3-#8 BS OP ND BO,. SD OF OPNNG #5 L-SPD 2" O.C. L= ' #5 L-SPD 2" O.C. 4'-0" D. MNOL OPNNG MNOL CC C 3-#8 BS OP ND BO,. SD OF OPNNG #6 B FLL LNG 2" 8" #5 -SPD B 2 2" O.C. 4" SD BYP MNOL OOF MY B CS-N-PLC ON OP OF MNOL O MY B PCS ONS ND LFD NO PLC. FO PCS OOF, CONCO SLL B SPONSBL FO DSGN ND CONSCON OF LL NCY LFNG DVCS/SYSMS. L= ' PPLY POCV CONG O CONC SFCS BLOW GOND W XPOSD O GOND W. S DWNG G-4. DSGN GOND W L= PCS CONC. MNOL P MNF. 2" O.C. 2" MN. BWN PP PNON ND WLL JONS 9" 3" '-0" 24" S L= '-0" 2#5 2" O.C. OP & BO.. WY 0'-0" CS-N-PLC CONC FONDON - SD Consulting Structural ngineers, nc. 495 Pacific ighway, Suite 400, San Diego, C 920 Phone Fax G S D M P O F D S S S 2834 xp O N L N G N Joe Mouawad 7/25/206 S S O F C C L L F O N BM M SCL: /2"='-0" MNOL SCON
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