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HomeMy WebLinkAbout41 Iroquois Blvd - Sewage Disposal SystemRETAINING WALL DETAIL Finished grade - TOP OF WALL = 14.35 40 4frt RUBBER LINER -tet 1 10' 4. el OF /,/��J P T 1 /`/� Y P,ETAININQ )FALL NOTES: TOP OF FOOTING = 10.35>I ` P L_.A �l L- I I �J �- �I 2 9 YEngineer4" - • • .I. j.. LS' IS' . Waft Design & Installation to be certified b a MA Lic. Professional Concrete with a minimum 3 000 si cam ressive strep th rutin TEST HOLE #1 ELEV = 10.67 1 e O '�.,�.Is•-- -uaRrr..t�,.nrar2!-e2�n.� M _ RESERVE AREAI 1000 GALLON L PUMP CHAMBER - 33.5 O H-20 OI 39.5'- O 1500 GALLON SEPTIC TANK IQ Q 0124' H-20 L ----I i Note: CONCRETE RETAINING WALL WITH 40 MIL LINER P P 9 g be used for wall construction. AS SHOWN IN FORCE NEW PIPE .,J FROM NEW i 15 SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 3. W Walt Construction to be of Plain Concrete with two #5 Horizontal Rebar in theZC"cAT1 40' BOTTOM OF FOOTING = 8,85--/ BUOANCY CALCULATIONS n 4' son 4o R rn Upper 12 inches of the wall and #3 Rebar Vertically - 18" on Center. 1000 GALLON s" sen. 40 CONCRETE FWNOAnON u i H-20 > vi i 5 TIC TAN! i O,I tied to the footing, Footing to have two #5 Rebar Horizontally, to provide a. EOOTLvc (18' r 24') I Total Weight Down: 17,833 lbs. i to provide tie in for vertical wall rebar. EXISTING TANK & SAS TO BE PUMPED DRY & 6' OF 3/4'-11/2' STONE > i 6' OF 3/4'-11 2' STONE L' v ARE COMPILED FROM A SURVEYED PLAN ENTITLED 4. Backfill against the wall shalt not be placed until the wall has sufficient strength BLVD., YARMOUTH MA DATED -MARCH 3, 2003 BY BSC GROUP SYSTEM PROFILE CHAMBER AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN OF AS PER BOARD OF HEALTH SPECIFICATIONS. in accordance with 310 CMR 3604.2.2 or is sufficiently braced. NOTE: BREAKOUT ELEVATION OF LEACH FIELD =Top ofloeostone or Elevation 13.35 5. Wall to extend 4 inches above proposed grade level of top of septic system. LINER TO EXTEND 6" MINIMUM ABOVE BREAKOUT LEVATION �!. . Vwe S. Retaining well to be constructed in compliance with applicable building code & DEEP TEST HOLEto :. Qe: PERCOLATION TEST LOCATION and Local Regulations. 'IDs m .4 42rJ".INeIFW::. Cjtary+.._ STOCKADE FENCE o,.a.aw.tNnr.eH=tae,[aS3-;._. 7. Wall to be sealed with a masonry veneer or approved coating. 1 8. 40 MIL Rubber Liner to be placed against the inside perimeter of the face of the concrete wall ENCINEER's INSPECTION SCHEDULE Note: Remove soil down fo el. 7.67 & replace with Clean coarse sand w/pare. rate Ie55 than Or I Inspection #1: Engineer Shalt inspect when the requires excavation is complete. or equal to 2 min./in. before & after I Inspection #2: Engineer shall locate and stake footing prior to pouring. (5 FOOT placement STRIPOUT ALL AROUND AS SHOWN) Inspection I #3: Engineer shall inspect footing location Jnd rebar prior to pouring of wall Inspection #4: Engineer shall inspect when clean fill vith percolation Rate of less than two minutes per incl has been properly deposited. -------------- ---------------- -------- 10 Inspection #5: Engineer shall inspect when components of the septic __ System and the y nlsms have been installed. pump chamber mechc . N 30d 20' 40" IF 10.39 100.00' X.f , }"kff At TEST HOLE #1 ELEV = 10.67 1 e O '�.,�.Is•-- -uaRrr..t�,.nrar2!-e2�n.� M _ RESERVE AREAI 1000 GALLON L PUMP CHAMBER - 33.5 O H-20 OI 39.5'- O 1500 GALLON SEPTIC TANK IQ Q 0124' H-20 L ----I i Note: CONCRETE RETAINING WALL WITH 40 MIL LINER TO BE CONSTRUCTED AS SHOWN IN DETAIL. 10.83 1 .79 4 AfAP 241PARCEL 117 X Sun Room X MAP 241PARCEL 119 Deck ---/ 7.5'� r'� W ` PROPOSED p N 3 BEDROOM ROUSE 7.75' N #41 -. C, M TOP OF FOUNDATtCN = ELEV. 14.00 Bottom of Foundalion = Elev 8.00 16 NOTE: FOUNDATION BOTTOM DESIGNED BELOW ADJUSTED C, tq (Foundation is 6' crawl space) 10.75 ESHWT AT REQUEST OF CLIENT. rr } X I >, 1 o _r___ 3___!_-__ ___--_11 11 _ I____________________-_____- Q BENCH MARK a MAP 24/PARCEL 118 DH - CB FN 30.5' 13,000 +/ S.F. I ; CB ELEV. = 11.8 (NSVD) I °�, I 11.45�DH FND 1 1 .80 ? .CL 0 X // X 1? f 00.00' 1 IAA 171 30d 20' 40" A CB IRS Q UI S B ® ULE' VARD 0 20 40 50 DH FND (40 FOOT RIGHT OF WAY) r I 1 11.75 X SCALE: 1 "=20' HIGH PONT OF ROAD-/ PROFILE OF SEPTIC SYSTEM NOTE: BREAKOUT ELEVATION OF LEACH FIELD = Top of Peastone or Elevation 13.35 LINER TO EXTEND 6" MINIMUM ABOVE BREAKOUT ELEVATION -NOTE INSTALL TUF-TlTE CAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS. Finished grade over system=2% slope away --10' min. from Provide RisersX NEW House house t0 septic tOnk Provitle Riseit necessary to bring INLET Pump Chamber [over to bring Septrsic tank covers to grade end outlet cover to within W1hin 6' of finished grade 6" of finished grade S . Paroot Number of Bedrooms: 3 Equivalent to 330 Gal./Day 3 mh an e M.A1N Leaching Capacity Required:330 Gal./Day Minimum ( Title V } S. 1/8' par foot FORCE NEW PIPE .,J FROM NEW i 15 SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 450 sq. ft. = 333 gallons 40' FOUNDATION or u'ni. 1500 GALLON �3' BUOANCY CALCULATIONS n 4' son 4o R rn SEPTIC TANK 1000 GALLON s" sen. 40 CONCRETE FWNOAnON u 6 H-20 > vi i 5 TIC TAN! i O,I Weight of Pump Chamber: 14,500 lbs. a. ' ml Total Weight Down: 17,833 lbs. i * No Ballast Required For Pump Chamber EXISTING TANK & SAS TO BE PUMPED DRY & 6' OF 3/4'-11/2' STONE > i 6' OF 3/4'-11 2' STONE L' v ARE COMPILED FROM A SURVEYED PLAN ENTITLED c c PUMP P0 BLVD., YARMOUTH MA DATED -MARCH 3, 2003 BY BSC GROUP SYSTEM PROFILE CHAMBER AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN OF AS PER BOARD OF HEALTH SPECIFICATIONS. Not to Scale OTHER THAN O NOTE: TANK AND PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. I Washed Stone 6" OF 3/4"-11/2" STONE 3'-C" on center 8 Per foot Level for 2' Finished grade over system= 14.10 /VENT PIPE (0 Least 24 Inches tall) Schedule 40 PVC ./Charcoal Odor Filter I rWeseed Stone -- UOTIOm or [_each racnlc Lev.= IL.OD ,. a `--L y �..t 'i,,Lr57•s,#+T..� A "' ` I;Bettam of Test Hole 1 Eloy. -3.67 a PRav s oED 5 STRIPOUT ALL-AROUND Actuated ESHwr ELEVATION _7 34 _ - - H ♦ Obs. Groundwater - Test Hole 1 Elev.= 5.34 (Adj. Per Cape Cod Commission = 3.4' or ELEV. 8.74) It ♦ PROJECT ADJ. Groundwater a. ELEV. 7.34 - (1.4' CORRECTION FACTOR- PER BOARD OF HEALTH) i d i Nota: Roma... 11 dean to mea - wan. send lays s Mi.. Wth (Mn. 7.67 E.Urneted) R replace wxh elan coarse sand ./ore. rate was then a pug to 2 min./In. beton * year pweea,t Note: All lowh enss to be coaxed at and$ .RC2 ase.. Nate: CertlewIc. of Fill Material Reaulred Before and Aka Pbcemant by She Anelyess, LEACH FIELD CROSS-SECTION 10' 4'-0" on center 3'-0" on center Sch. 40 -'4' perforated P.V.C. pipe -NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. PERCOLATION TEST Date of Percolation Test: DECEMBER 11, 2003 Test Performed By: CARMEN E. SHAY C.S.E. Results Wltnessed By Amy Von Hone (Yarmouth B.O.H.) Percolation Rate: <2 min./inch Test Hole No. 1 DEPTH SOILS ELEV, 0 10.67 SANDY LOAM 10 vR 1/2 0'-8" Aa 9.92 SANDY LOAM 2.5 Y 5/6 9'-32" Be 9.00 Med Sand 2D 1 7/4 32"- 84 C 3.67 I Pend #1 Depth to Pero: 36" to 54" Perc Rate= Less Than 2 MPI Observed ESHWT® 64" or Elev 5.34 ADJUSTED H2O Elev. = B.74' (3.4' Adjustment) per Frimpter ADJUSTED H2O Elev. se 7.34' (2' Adjustment Factor) per Town of Yarmouth Design Calculations Number of Bedrooms: 3 Equivalent to 330 Gal./Day 3 mh an e Garbage Grinder: No Leaching Capacity Required:330 Gal./Day Minimum ( Title V } Septic Tank - 2 x 330 Gal./Day ee 660 USE 1,500 GAL. Septic Tank. LL SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 450 sq. ft. = 333 gallons o f Sidewall Area: NOT USED Providing: = 333 gallons BUOANCY CALCULATIONS o Weight of Septic Tank: 21,230 lbs. Weight of Soil Above Tank 4,166 lbs. SPOT GRADE Total Weight Down: 25,396 lbs. o. nese Weight of Water Displaced: 12,673 lbs. * No Bailost Required For Septic Tonk Weight of Pump Chamber: 14,500 lbs. Weight of Soil Above Tank 3,333 lbs. 104X46 DENOTES EXISTING Total Weight Down: 17,833 lbs. Weight of Water Displaced: 10, 138 lbs. * No Ballast Required For Pump Chamber EXISTING TANK & SAS TO BE PUMPED DRY & NOTE: THE PROPERTY LINES ARE APPROXIMATE AND REMOVED TO FACILITATE NEW SAS INSTALLATION. ARE COMPILED FROM A SURVEYED PLAN ENTITLED NOTE: THE STRIPPED OUT SC!L CONTAINING LEACHATE "CERTIFIED PLOT PLAN AT #41 IRAOu01S BLVD., YARMOUTH MA DATED -MARCH 3, 2003 BY BSC GROUP of W. YARMOUTH, MA. FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN OF AS PER BOARD OF HEALTH SPECIFICATIONS. IT SHOULD BE USED FOR NO PURPOSE OTHER THAN O THE SEPTIC SYSTEM INSTALLATION. SVXya`?'.. :,4Fduao!. SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND DURABLE WATERTIGHT MATERIAL AS PER TITLE V CODE 15.22E 1500 GALLON H-20 SEPTIC TANK RAISED NTHETiECAAPPROPRRIATTEP RISER TO WITHIN 6" OF THE EXISTING GRADE AS PER TITLE V. NOT TO SCALE THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SET DEEPER THAN 1 FOOT BELOW FINISHED NOTE: TANK AND PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. GRADE SHALL BE RAISED TO WITHIN 12' OF FINISHED GRADE. 3_24• DIAM. ACCESS MANHOLES STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 2-20' REMOVE.IHtE MANHOLE COVERS WITHIN e' of FISHED OWE. 1 UFT OUT CHAIN INLET INVERT F.Lt _0AO r 60• I 51' I PUMP DETAIL Na< m sax. INSTALL TUF-TITE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENCS 1-24' REMOVABLE COVERS I I INLET 5' CROSS SECTION .tY Tj-..c Y .•I OUTLET •I� ( 5 -T• -I . mn. :i nwI`m aloes I' .r_ 5' _e•_ END -SECTION ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE - 12' - CONCRETE COVER SET LEVEL FOR AT LEAST 2 F. 6 - 5" OUTLET .,'r. �..,. p' .� KNOCKOUTS - _155. OU T , ((� �l I , 12. INLET -'ts5•= - I-1 1 ]5' PLAN -SECTION CROSS SECTION 6 HOLE H-10 DISTRIBUTION BOX NOT TO SCALE 2-Xr pµ. ART33 Aael OURET INVET ELEV.- 3.15 J/6' wfEP HOLE ABOVE CHECK VALVE (FREEZE PR n) -2' SWNC CHECK VALVE-PV.C. t8' OR PUVP CHAMBER ELEV.. CAD PUMP NOTES & SPECIFICATIONS 1. PUMP SHALL BE INSTALLED IN STRICT COMPLA.NCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALARM SHALL CONSIST OF AUDIBLE SIGNAL & REO WARNING LIGHT TO BE INSTALLED IN BUILDING AND POWERED BY SEPARATE CIRCUIT FROM CIRCUITS TO PUMP. J. DOSING SCHEDULE.; _pn PAUONSc IA 00RF5-82.5 r-u10`,/nOCF FLOAT LOCATION CALCULATIONS 82.5 Gallons / 740 GAL./Cu Ft - Ti.03 Cu Ft Area or Bottom of Chamber = 8' x 5' - 40 Sp. Fi. Height or Water for One Dose (H) 11.03 Cu. R. / 40 Sp. Ft, H- 0.28 R. =3.36' Pump On - 10• Pump Off - 6' Alto, 20.0' PUMP PERFORMANCE DATA 3 mh an e m e mine_ 1Y M. Inlet to ou let LL 0 T Liquid o f q 88X0 DENOTES PROPOSED o EF SPOT GRADE o. nese 4n ' I�I 104X46 DENOTES EXISTING E CROSS SECTION .tY Tj-..c Y .•I OUTLET •I� ( 5 -T• -I . mn. :i nwI`m aloes I' .r_ 5' _e•_ END -SECTION ALL OUTLET PIPES FROM THE DISTRIBUTION BOX SHALL BE - 12' - CONCRETE COVER SET LEVEL FOR AT LEAST 2 F. 6 - 5" OUTLET .,'r. �..,. p' .� KNOCKOUTS - _155. OU T , ((� �l I , 12. INLET -'ts5•= - I-1 1 ]5' PLAN -SECTION CROSS SECTION 6 HOLE H-10 DISTRIBUTION BOX NOT TO SCALE 2-Xr pµ. ART33 Aael OURET INVET ELEV.- 3.15 J/6' wfEP HOLE ABOVE CHECK VALVE (FREEZE PR n) -2' SWNC CHECK VALVE-PV.C. t8' OR PUVP CHAMBER ELEV.. CAD PUMP NOTES & SPECIFICATIONS 1. PUMP SHALL BE INSTALLED IN STRICT COMPLA.NCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALARM SHALL CONSIST OF AUDIBLE SIGNAL & REO WARNING LIGHT TO BE INSTALLED IN BUILDING AND POWERED BY SEPARATE CIRCUIT FROM CIRCUITS TO PUMP. J. DOSING SCHEDULE.; _pn PAUONSc IA 00RF5-82.5 r-u10`,/nOCF FLOAT LOCATION CALCULATIONS 82.5 Gallons / 740 GAL./Cu Ft - Ti.03 Cu Ft Area or Bottom of Chamber = 8' x 5' - 40 Sp. Fi. Height or Water for One Dose (H) 11.03 Cu. R. / 40 Sp. Ft, H- 0.28 R. =3.36' Pump On - 10• Pump Off - 6' Alto, 20.0' PUMP PERFORMANCE DATA REv s o NS N0. DATE: DEFINITION li_'L1 ,�.� H� ^t ETV%., C+: 1l1: It `t 0� 0 20 40 60 80 100 120 140 Capacity - US G.P.M. PREPARED EOR: JEFFREY ABBER, ESQUIRE 110 FLORENCE STREET SUITE 202 MALDEN, MA 02148.11 T. MF STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24• mw..A£ eaves l S anE• ' THE ACCESS COVERS FOR THE SEPPO TANK. DISTRIBUTION BOX AND LEACHING COMPONENT SET DEEPER THAN 6' BELOW FINISHED GRADE SHALL BE RAISED TO VTH.N 6' OF FINISHED WADE. �••T vr of CROSS-SECTION END -SECTION 1000 GALLON H-20 SEPTIC TANK USED AS PUMP CHAMBER NOT TO SCALE NOTE: TANK AND PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. PUMP SPECIFICATION CALCULATIONS STA TIr HFA CAI CUI ATION TJ -32' - Efov or D -Box In g 4.40' - Elewtion or Bottom or Pump Chamber 1J.32 - 4.40' = 892' Static Head DYNAIAIC HEAD Friction Head For 3" SCH 40 PLC Pim 010 CPM - 0.005 Ft./100 FG 050 CPM - 001 F1./100 Ft. Use Gould Modes J887(WSO5f i8F) Pump 0.40 ff. 100 Ff. 230 Volt Phase I O!OG CPM - / 1/2 HP 1' Solldd HondRng Total Dynamic Head - 9.32' 0 100 CPM OR EOJn/ALENT GENERAL NOTES i 1. Contractor is responsible for Dlgsafe notification and protection of ail undergrou-.d utilities and pipes. 2. The septic tank and, distribution box shat'. be set level on 6" of 3/4'-1 1/2' store. 3. Backfill should be clean sand or gravel with no stones over 3' in size. 4. This system is subject to inspection during installation by CARMEN E. SHAY - Env-rronm,entci 5. The contractor shc1i install this system in occerdance with Title V of the Massachusetts state code, the approved plan and Loco[ Regulations. 6. If, during Installation the contractor encounters any so,: conditions or site conditions that are differert from those shown on the soil tog or in our desigei installation must halt & immediate natficcI be made to CARMEN E. SHAY - Ervironmentcl 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. B. instal'. Tuf-rite gas baffles or equals on aft outlet tee ends. 9. All Distribution Lines shall be 4" .diameter Schedule 40 NSP PVC pipes. 10. Ali solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joirts. 11. Municipal Wcter is Available. PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM OF Z-1 IRAQUOIS BOULEVARD YARMOUTH, MA PREPARED BY: CARll EY F. SHA Y SCALE: 1 "=20' PROJECT#SD-512 EYVIRONMENTAL SERVICES, INC. 34 THATCHERS LANE EAST FALMOUTH, MA 02536 TEL/FAX : 508-548-0796 DRAWN BY: CES DATE: DEC. 29, 2003 FILENA69E: 5D512PP.DWG SHEET 1 OF ? LEULNU m LL q 88X0 DENOTES PROPOSED o SPOT GRADE 4n 104X46 DENOTES EXISTING E SPOT GRADE PL PROPERTY LINE : Cl. PROPOSED CONTOUR ' - r 45.E v O SVXya`?'.. +a P4 97- - - - - -97 EXISTING CONTOUR �!. . Vwe & DEEP TEST HOLEto Qe: PERCOLATION TEST LOCATION 'IDs m .4 42rJ".INeIFW::. Cjtary+.._ STOCKADE FENCE o,.a.aw.tNnr.eH=tae,[aS3-;._. REv s o NS N0. DATE: DEFINITION li_'L1 ,�.� H� ^t ETV%., C+: 1l1: It `t 0� 0 20 40 60 80 100 120 140 Capacity - US G.P.M. PREPARED EOR: JEFFREY ABBER, ESQUIRE 110 FLORENCE STREET SUITE 202 MALDEN, MA 02148.11 T. MF STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24• mw..A£ eaves l S anE• ' THE ACCESS COVERS FOR THE SEPPO TANK. DISTRIBUTION BOX AND LEACHING COMPONENT SET DEEPER THAN 6' BELOW FINISHED GRADE SHALL BE RAISED TO VTH.N 6' OF FINISHED WADE. �••T vr of CROSS-SECTION END -SECTION 1000 GALLON H-20 SEPTIC TANK USED AS PUMP CHAMBER NOT TO SCALE NOTE: TANK AND PUMP CHAMBER TO BE FACTORY WATERPROFFED PRIOR TO SHIPPING. PUMP SPECIFICATION CALCULATIONS STA TIr HFA CAI CUI ATION TJ -32' - Efov or D -Box In g 4.40' - Elewtion or Bottom or Pump Chamber 1J.32 - 4.40' = 892' Static Head DYNAIAIC HEAD Friction Head For 3" SCH 40 PLC Pim 010 CPM - 0.005 Ft./100 FG 050 CPM - 001 F1./100 Ft. Use Gould Modes J887(WSO5f i8F) Pump 0.40 ff. 100 Ff. 230 Volt Phase I O!OG CPM - / 1/2 HP 1' Solldd HondRng Total Dynamic Head - 9.32' 0 100 CPM OR EOJn/ALENT GENERAL NOTES i 1. Contractor is responsible for Dlgsafe notification and protection of ail undergrou-.d utilities and pipes. 2. The septic tank and, distribution box shat'. be set level on 6" of 3/4'-1 1/2' store. 3. Backfill should be clean sand or gravel with no stones over 3' in size. 4. This system is subject to inspection during installation by CARMEN E. SHAY - Env-rronm,entci 5. The contractor shc1i install this system in occerdance with Title V of the Massachusetts state code, the approved plan and Loco[ Regulations. 6. If, during Installation the contractor encounters any so,: conditions or site conditions that are differert from those shown on the soil tog or in our desigei installation must halt & immediate natficcI be made to CARMEN E. SHAY - Ervironmentcl 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. B. instal'. Tuf-rite gas baffles or equals on aft outlet tee ends. 9. All Distribution Lines shall be 4" .diameter Schedule 40 NSP PVC pipes. 10. Ali solid piping, tees & fittings shall be 4" diameter Schedule 40 NSF PVC pipes with water tight joirts. 11. Municipal Wcter is Available. PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM OF Z-1 IRAQUOIS BOULEVARD YARMOUTH, MA PREPARED BY: CARll EY F. SHA Y SCALE: 1 "=20' PROJECT#SD-512 EYVIRONMENTAL SERVICES, INC. 34 THATCHERS LANE EAST FALMOUTH, MA 02536 TEL/FAX : 508-548-0796 DRAWN BY: CES DATE: DEC. 29, 2003 FILENA69E: 5D512PP.DWG SHEET 1 OF ?