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Alexander Ct-PN070622SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 17 N _leP LAN �_j ENGINEER TIM BENNETT ENGINEERING 203 JACKSON STREET WYLIE, TEXAS 972-429-3993 FAX: 972-429-3963 0 F, 0 IIS F 0 v CLEx�.�ol '100' Ow lw 4V TEXAS v�Z T D,gLL�ISCOUNTY, C/TYOFCOPPELL, OWNER MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 817-329-1792 FAX#- 817-329-1792 PLANTATION )VAN SPANISH, MOSS KAYEION MOSS COOPER LOAK__,( z 'COZBY z BROOK .0 BROOKS z SITE UJ < z DILL ARD LOCATION < 190"INEUX-1111 LOCATION MAP NOT TO SCALE A'L U W'' M 00m doo J Ph SHEET NO 2 2A 3 4 5 6 7 8 9 10 SHEET INDEX CjTy OF COPPIELL AppROVED FOR GENERAL MANGE TO THE CITY O� STANDARDS. noEs '401 THE GENERAL APPROVAL Or RELIEVE THE OWNER, ENGINEER CONTRACTOR FROM COWDING W" ALL SPECIFIC REQUSUBD'VISIONEETS ()FTHE CITY OF COPPELL OR - CE. ............... . ................. OATS DESCRIPTION COVER SHEET FINAL PLAT FINAL PLAT DRAINAGE AREA MAP PAVING PLAN AND PROFILE- OLYMPIA LANE PAVING & PLAN AND PROFILE- KNIGHTS WAY STORM SEWER PLAN & PROFILES WATER & SANITARY SEWER PLAN SANITARY SEWER PROFILES LOT GRADING PLAN EROSION CONTROL PLAN rATAM Aft Ap EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 1011 COUNTRY ESTATES VOL. 92188, PG. 3639.\ 8.04' N 87eO3'53 192.64' . D.R.D.Co.,Tx. ............................ 9 6,9. 184.60! rod I N'b1b -(L GRAPEVINE CREEK W 10 •t ' < LU < 12 < I Cr BLOCK A 0 1 <1% VA JOSEPH C. THWEATT ESTATE 12 DEFINED IN DEED TO 34.4 ry 7.00. J. W. THWEATT 11\ 61- 16 1 It 1 7 4? 411, VOL. 515, PG, 76 1� 100 Year Floodploin.-. �`h '10k 0- D. R. D. Co. T. 48.29' V(b 18 N 74 0714 E ON ;'-51% --- -------- I 54.39 t w 4 1; 1 r OTN S 80* '27" E 13 15 (A 1490.7 1-1 4q I" CV U) rn r. .0 �* p CV 14 20 12.69311.. 77.330 an 51.31 -- 6Q..Q' U�. cab, 3 4.71, -j -,K .......... ...... 21 A- 0, L LANE CV 3 r ......... . * ............ 25, SEWER SANITARY - rolo _ell 0 EASEMENT T\' ' -1, -.- - 40 95:203, PG. 2898 SANITARY SEWER EASEMENT VOL. D.R.D.Co.,T, TO BE ABANDONED BY THIS PLAT. 65.77' 30_00' -13 co Ld ry CO C n 0 < 0 n 0 -j 0 ?0 EASEMENT -•-._.....R^ . SIGHT IT V LA 0 7 0 C3 -I-, -jl Ld T-. 1 2 20.47 5-38' w V) 61.96 5 S I G`H ?Q. 71, 1 .21--11- L < EASEMENT zz a Li CP rn 4 63 . . I Z� . . S 87UL �tZ�84,0 . 1 0 ca 'E w CD 07 0. 1 12 UJ ct/ 6 lid96.43$ LANe 22 E b, 47 Z��o 0 t4 0 CO V) \s' T-2 I 2,63" 9-97 134.15' .4. -3 ............... N 89 /.7 6 # 4 5'03" E Original Scale : 1 50 Y 86 50 lea Graphic Scale in Feet 114 S 0115! kP % 1p" E ...... I ....... ay.!" ..... NOTE: 90 9.54 1/2" I.P.F. ACCESS/ MAINTENANCE EASEMENT TO Zo T-23 COINCIDE WITH THE WESTERN BOUNDARY 3 % k " \ -:t %!"t - V, " I k OF THE EXISTING SANITARY SEWER EASEMENT. U. 135.06' 135-23' U') CD 0 '50'07" E S 85#07004 E 3-1 ". N 86 18� r ----11.6 U 11 iz� 153-36 N, 23 Tq 1 00 02!AO co E 79 26 4-!,' Cb 0 to 6 ell 1/2" I.P.F. 00 w ON Log 000 E, tv 11-1 �0 2 -VI N 46. 7 CO 50.0.... 0 Cq m co iDc w 44 ;4 10 153.31' 0 V) in w U') 9 -to E 0 C4 173.04' N 88*1302 0 at I C*4 0.725 AC. Val Ir J Z� tn ft Z N 89*2837" E VI a6 00 01 1.0 t03 t\ P N... N 0 (SURVEYED) 25 T— 0 Lt: 43 V: /'C0 I V- 4 V) 24 0 a: MIRA MAR DEV, CORP. 01.45 a 8 5' MAINTENANCE b- I m V-1co m .101 EASEMENT 81 DOC. 200600465952 0 to V) 10 .. ...... . 20' R SANITARY D.R.D.Co.,Tx.4 -0 ?� I. T-6 5 T-7 EASEMENT 5' MAINTENANCE OD 29 30.w % / I I 9 1 SIGHT VOL. 93215, PG. 8992 EASEMENT it7 rrr 11 !r to -o( - s 26 0 GH T 10 10.1e EASEMENT SIGH T-9 83.91' 12.Q� ..Y....- - - - - - D.R.D.Co.,T. T-14 T-13 T-12 E MENT 19 30, T-11ICE 66—.0- 00 4 3' 15' S.L 4 T'15 et r 21.691 poi -- -------1 - - - - 2. 06415' $so, 15'• B.L. 6 N 89#2509#p E 210.13' 7 /T - -:t-11� W— 222.7 Existing RAW. - 7- -NFBF 1 .00 26. Lo -lb 06 1� r. 200.68' 90. ix 390.0w 49.95 50.05' P.O.B. 102.91 S 89029'11 W 525.41' S 89-27'21r w 420.29 CV 12 1/20 I.P.17. 1/2" I-P.F. 10: to WEST BETHEL ROAD 0.147 ACRE RIGHT-OF-WAY C DEDICATION PER THIS PLAT FINAL PLAT THE RESERVE SUMMIT AT THE SPRINGS FIRST BAPTIST CHURCH OF COPPELL CZ? J.H. SIMMONS SURVEY VOL, 97023, PG. 3493 VOL. 95167, PG, 5885 VOL.98249, PG. 23 P D. R. D. Co. T. D.R.D.Co.,Tx, DALLAS COUNTY A— 1296 D.R.D.Co.,Tx. VOL, 91251, PG. 5059 BLOCK A, LOTS 1 -29 D.R.D.Co. Tx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 <1st-9yPPC&-6 TEX—��G, NC.-� ENGINEER OWNER 18.506 ACRES OF LAND PD-220R—SF-12 1 BENNETT ENGINEERING RA MAR DEV. CORP, CITY OF COPPELL, DALLAS COUNTY, TEXAS 326 'SOUTH VAIWMEtT 203 N. JACKSON FT. WORTH, TEXAS 76110 P.O. BOX 2077 6003 SUNDERLAND DRIVE 817-926-7876 WYLIE, TEXAS 75098 COLLEYVILLE, TEXAS 76034 AUGUST 07, 2007 Sempoo Surveying Inc. FAX: 817-926-7878 972-429-3993 817-996-6698 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 FAX: 972-429-3963 FAX: 817-329-1792 SHEET 1 of 2 TEL: (817)926-7876 FAX: (817)926-7878 Copyright 2006 GPS-SURVEYING-MAPPING4WMNG-CONSULTMTS Project No. 8371 -PP -Re LEGEND I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE 161 FIRE HYDRANT n POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE Original Scale : 1 50 Y 86 50 lea Graphic Scale in Feet 114 S 0115! kP % 1p" E ...... I ....... ay.!" ..... NOTE: 90 9.54 1/2" I.P.F. ACCESS/ MAINTENANCE EASEMENT TO Zo T-23 COINCIDE WITH THE WESTERN BOUNDARY 3 % k " \ -:t %!"t - V, " I k OF THE EXISTING SANITARY SEWER EASEMENT. U. 135.06' 135-23' U') CD 0 '50'07" E S 85#07004 E 3-1 ". N 86 18� r ----11.6 U 11 iz� 153-36 N, 23 Tq 1 00 02!AO co E 79 26 4-!,' Cb 0 to 6 ell 1/2" I.P.F. 00 w ON Log 000 E, tv 11-1 �0 2 -VI N 46. 7 CO 50.0.... 0 Cq m co iDc w 44 ;4 10 153.31' 0 V) in w U') 9 -to E 0 C4 173.04' N 88*1302 0 at I C*4 0.725 AC. Val Ir J Z� tn ft Z N 89*2837" E VI a6 00 01 1.0 t03 t\ P N... N 0 (SURVEYED) 25 T— 0 Lt: 43 V: /'C0 I V- 4 V) 24 0 a: MIRA MAR DEV, CORP. 01.45 a 8 5' MAINTENANCE b- I m V-1co m .101 EASEMENT 81 DOC. 200600465952 0 to V) 10 .. ...... . 20' R SANITARY D.R.D.Co.,Tx.4 -0 ?� I. T-6 5 T-7 EASEMENT 5' MAINTENANCE OD 29 30.w % / I I 9 1 SIGHT VOL. 93215, PG. 8992 EASEMENT it7 rrr 11 !r to -o( - s 26 0 GH T 10 10.1e EASEMENT SIGH T-9 83.91' 12.Q� ..Y....- - - - - - D.R.D.Co.,T. T-14 T-13 T-12 E MENT 19 30, T-11ICE 66—.0- 00 4 3' 15' S.L 4 T'15 et r 21.691 poi -- -------1 - - - - 2. 06415' $so, 15'• B.L. 6 N 89#2509#p E 210.13' 7 /T - -:t-11� W— 222.7 Existing RAW. - 7- -NFBF 1 .00 26. Lo -lb 06 1� r. 200.68' 90. ix 390.0w 49.95 50.05' P.O.B. 102.91 S 89029'11 W 525.41' S 89-27'21r w 420.29 CV 12 1/20 I.P.17. 1/2" I-P.F. 10: to WEST BETHEL ROAD 0.147 ACRE RIGHT-OF-WAY C DEDICATION PER THIS PLAT FINAL PLAT THE RESERVE SUMMIT AT THE SPRINGS FIRST BAPTIST CHURCH OF COPPELL CZ? J.H. SIMMONS SURVEY VOL, 97023, PG. 3493 VOL. 95167, PG, 5885 VOL.98249, PG. 23 P D. R. D. Co. T. D.R.D.Co.,Tx, DALLAS COUNTY A— 1296 D.R.D.Co.,Tx. VOL, 91251, PG. 5059 BLOCK A, LOTS 1 -29 D.R.D.Co. Tx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 <1st-9yPPC&-6 TEX—��G, NC.-� ENGINEER OWNER 18.506 ACRES OF LAND PD-220R—SF-12 1 BENNETT ENGINEERING RA MAR DEV. CORP, CITY OF COPPELL, DALLAS COUNTY, TEXAS 326 'SOUTH VAIWMEtT 203 N. JACKSON FT. WORTH, TEXAS 76110 P.O. BOX 2077 6003 SUNDERLAND DRIVE 817-926-7876 WYLIE, TEXAS 75098 COLLEYVILLE, TEXAS 76034 AUGUST 07, 2007 Sempoo Surveying Inc. FAX: 817-926-7878 972-429-3993 817-996-6698 3208 S. MAIN ST. FORT WORTH, TX 76110-4278 FAX: 972-429-3963 FAX: 817-329-1792 SHEET 1 of 2 TEL: (817)926-7876 FAX: (817)926-7878 Copyright 2006 GPS-SURVEYING-MAPPING4WMNG-CONSULTMTS Project No. 8371 -PP -Re GENERAL NOTES 1. All materials and construction shall conform to the City of Coppell Standards and Specifications and the Standards and Specifications for Public Works Construction by North Central Texas Council of Governments. 2. Contractor shall protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, and fire hydrants must be adjusted to proper line and grade by the Utility Contractor after paving, and before final acceptance. 3. The location of all existing utilities indicated on the plans is token from existing public records. The exact location and elevation of all public utilities shall be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 4. Contractor shall provide Engineer dimensions to all services, and other information to produce "as -built" plans. 5. All water and sanitary sewer lines installed under pavement to be backfilled and compacted in 8 inch lifts to 95% standard proctor density@ + 2 percentage points of optimum moisture. 6. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Low and O.S.H.A. Standards. 7. Water mains to be AWWA Class 200, DR 14 PVC (blue in color). 8. Water services shall be located 0 the centerline of each lot and shall be a minimum of 1' type K cooper. Each service shall be provided with two in-line nylon ball cutoff valves equipped with lock wings and contained inside the meter box. Residential services shall have a 5/8" diameter yoke and shall be equipped with a dual check component (as part of the yoke) and shall be of materials approved by the City (see City of Coppell Standard Construction Details). All other water services shall be equipped with a separate double check back -siphonage device in a separate box meeting the specifications of the City of Coppell. All tapping saddles and connection nipples to water yoke shall be of bronze. Service to each lot shall have a maximum cover of 20 inches. Water service lines shall not be -EL(I.STIN-Q 12" SEWER AB6NDONMEUT . 1. Abandoned existing 12' sewer|�o �-Fdoo* 2. Abandon manhole on the existing 12^ sewer in accordance with City of Oopp�| Standard Detail sheet No. 5150. 10 CL �lFy��T��T�� GRAPEVINE � �l�� +e ^ PROPOSED / UF-1-~----�0 DRAINAGE EASEMENT. / spliced--- paved areas. 9. All water mains shall have o minimum cover of 42 inches below finish grade or as required to clear other TYPICAL WATER & SEWER SERVICE utilities, Torno-Tape required one (1) foot above water main. SERVICES LAYOUT 10, When installing water mains at sanitary sewer crossings, no joint of water main ohoU be within <Q) feet of the centerline of the sanitary sewer pipe.' - li. Whter mains ehoU he tested and disinfected in accordance with AWYVA C001. 12. Contractor Controctor nho|) provide adequate onoreto thrust Nock and retainer glands at all bends and all fittings and deflections greater than 18 degrees in rno|na and hydrant osmornbl|ee. 13. A minimum c|aoronoc of 24 inches aho|| be provided between water mains and storm sewer inlets. 14. PVC pipe aho|| have o 8' sand bedding with 0^ of sand on each side and 12^ of sand over top of pipe. r 15. Poly -wrap (minimum 8 mil thickness) all ductile iron pipe, MJ f|ttingo, valves, rioera, topping nodd|oo and ~" hydrant |inen. Pipe ehoU he doubled wrapped at all joints and bends.Extend up 000h aor�oe at least 0 *° inches. LIMIT OF 100 Y[ 16. Retaining glands and galvanized "all thread" rods ahoU be provided on all bonda, valves and fittings with BASED ON FLC concrete thrust blocking and po|ywrop. OWAVM NATHAN MA|E l7� Topping sleeves: Stainless steel tapping o|ooven for PVC p|p}ng with thrust blocking; solid o|oovo compact ductile Iron (|/ not avoUob!o. cost Iron) for ductile iron pipe with thrust blocking. 18, No "compression" fittings will be allowed on copper service ||noe. .00 17 19. All rood bores aho|| be made using dry bore oquipment. Not wet bores will be allowed. �BLOCK A J& Bacteriological tooio oho|| be required on all new water mains prior to acceptance of the project'A minimumm 100 16 of one bacteriological quality test is required for every 1880 feet of line. The results must be negative with «�^ no (8�OOm|\ coliform. ' . -° 21. Fire hydrants to be located three (3) h:*t behind back of curb and centered on lot lines or at curb roturno. Utility contractors shall place blue fire -lite reflector in centerline of street, o/�oeu� t� Mp: hydrant and out ofTo sidewalks. FTO BE NSTRUCT 4' DIA MANHOLE "+ 22. Fire hydrant connections to mains shall be as follows, Provide Mot flange on in-line toe; connect with MJ x CO 18 flange resilient wedge gate vo|vp. Provide retainer glands at all MJ connections at hydrant. 23. Fire hydrants to be pointed per City of CoppoU Standards. ~'~.-`~~ �-�-�--� 24. All sanitary sewer pipe yho|| be SDR 35 PVC ASTM D3834 (green in color). ''~- /~^ `--� ss 25. All sanitary sewer services shall be 4 -inch (4^ PVC and located at 10' downstream from the lot oentor|ino.�,�-~�� Service cleanout per Cmppo|| Details. °- 26. Contractor eho|| provide 2' x 2' x 6' thick concrete pod (3008 PSI @ 28 days) for valve otnoka and sanitary -�+ ',/' ,'~^� '~'~ nawer c}aonouta falling outside of paved orouo. and 2' x 2' block out provided in paved area. Wooho|*o falling ~ 13 ~ ~~~~ '11 - � in o n^ved oroo ohnn �n"p � �' " �' u",� ^..+ '^�, `�` ~\�- �/� ,''' \ 0\ 7'\ / /�- /--`� ~`~�`_ GRAND COVE ESTATES VOL. 94190' P(�. 4358 O.R.O.Co,Tx. 11 ,� .� ~� ~� J�EPH�TH�ATT[�ATE DEFINED IN DEED TO J.W. THWEATT VOL 515' PQ. 78 � ~� ~� ( ua ucosn oxw»xe,| - _ ,_�_ --_ '_- - � ' . ~.~.. ~.` 27. Sanitary sewer aho| be0- SS EASEMENT subjected to an air test and/or leakage test prior to acceptance. I . --- --- ft--- summit 00.0 VOL, 95203, PG. 2898 28. Contractor will be required to provide TV inspection of all Sanitary Sewer lines prior to acceptance and submit 4000 7+ 0 D,R.D.Co.,T. film of test with "As -built" drawings at contractors expense. _$e ----A - 29. All 4^ Sanitary Sewer services' ( ^r '1<1111 P 6" (feet) of cover at the property line, The 4" Sanitary Sewer wye connection for each lateral shall be Q� Utility contractor to pain an "S" on SAAI/`IAI�y 21 encased in concrete per City of Coppell Standard Construction Details. line. 40, 6 92, curb (after paving) indicating <311 sewer services. All lateral to have cleanoot at property 12 PG. 30.A|| mnnhn|no ohoU be equipped with o manhole ` SS 55 le I -FIRE HYDRANT S�� S ewer , DIA MANHOLE 10 � -/�SANITARY SEWER EASEME 000 is 'Z ASSEMBLY of) ____ ft --- TO BE ABANDONED FHTIS PLAT. -ICONSTRUCT . _- A� / 41 ~. �r - 44' DIA MANHOLE1CONSTRUCT INSTALL- /mS/*LL; -�` / `4 2-8" VALVES 7~~ � � � �2 \ w 11 \`Is, 00 ~' _ � ( � V A \X \ CO /� �' `` -,~' \ \ " \� \ ~- \/nu}«LL u'� WATER J 7' TYp41 m `^ LU 0� \0 43 co I -FIRE HYDRANT cj .ASSEMBLY � � � _ . CL CO CN y PRC 2+33.18 CL < 0 a n,INSTALL AN OUT N o 1 10 7t 1 00 BLOCK A ICONSTRUCT 4' DIA. MANHOLE PROPOSED PROPOSED 8" PVC WATER LINE 20' UTILITY EASEMEN IRA MAR DEV. CORP. DOC. 200600465952 8 INSTALL: U-: I -FIRE HYDRANT D.R.D. Co., Tx. INSTALL 8" WATER 7' TYP ASSEMBLY SANITAR ER ZY SEW MANHOLE 5 .~ SANITARY SEWER CURVE TABLE ZL* CURVE LOCATION LENGHT RADIUS DELTA & 1 -FIRE HYDRANT -E-E- cr) SS -SS ASSEMBLY 0 0+00 LINE A CONNECT Cn EXISTING WATER LINE SS- ss- ss- S's :,- 's- ITO EXISTING 4' MANHOLE PROPOSED SANITARY GRATE INLET PROPOSED INSTALL: CONCRETE WALL 20' UTILITY ESMT. SS- SS- ss- S$_ SS-- SS S�� ss- ss- Es- 0Z. Cn ) 26 � 10' ocwEnxL TELcpoowc syw/ . PG. 356 RY SEWER J�EPH�TH�ATT[�ATE DEFINED IN DEED TO J.W. THWEATT VOL 515' PQ. 78 � ~� ~� ( ua ucosn oxw»xe,| - _ ,_�_ --_ '_- - � ' . ~.~.. ~.` 27. Sanitary sewer aho| be0- SS EASEMENT subjected to an air test and/or leakage test prior to acceptance. I . --- --- ft--- summit 00.0 VOL, 95203, PG. 2898 28. Contractor will be required to provide TV inspection of all Sanitary Sewer lines prior to acceptance and submit 4000 7+ 0 D,R.D.Co.,T. film of test with "As -built" drawings at contractors expense. _$e ----A - 29. All 4^ Sanitary Sewer services' ( ^r '1<1111 P 6" (feet) of cover at the property line, The 4" Sanitary Sewer wye connection for each lateral shall be Q� Utility contractor to pain an "S" on SAAI/`IAI�y 21 encased in concrete per City of Coppell Standard Construction Details. line. 40, 6 92, curb (after paving) indicating <311 sewer services. All lateral to have cleanoot at property 12 PG. 30.A|| mnnhn|no ohoU be equipped with o manhole ` SS 55 le I -FIRE HYDRANT S�� S ewer , DIA MANHOLE 10 � -/�SANITARY SEWER EASEME 000 is 'Z ASSEMBLY of) ____ ft --- TO BE ABANDONED FHTIS PLAT. -ICONSTRUCT . _- A� / 41 ~. �r - 44' DIA MANHOLE1CONSTRUCT INSTALL- /mS/*LL; -�` / `4 2-8" VALVES 7~~ � � � �2 \ w 11 \`Is, 00 ~' _ � ( � V A \X \ CO /� �' `` -,~' \ \ " \� \ ~- \/nu}«LL u'� WATER J 7' TYp41 m `^ LU 0� \0 43 co I -FIRE HYDRANT cj .ASSEMBLY � � � _ . CL CO CN y PRC 2+33.18 CL < 0 a n,INSTALL AN OUT N o 1 10 7t 1 00 BLOCK A ICONSTRUCT 4' DIA. MANHOLE PROPOSED PROPOSED 8" PVC WATER LINE 20' UTILITY EASEMEN IRA MAR DEV. CORP. DOC. 200600465952 8 INSTALL: U-: I -FIRE HYDRANT D.R.D. Co., Tx. INSTALL 8" WATER 7' TYP ASSEMBLY SANITAR ER ZY SEW MANHOLE 5 .~ LEGEND - I.P.F IRON PIN FOUND ZL* SANITARY SEWER M.H. WA TER VAL VE 00 FIRE HYDRANT & 1 -FIRE HYDRANT -E-E- cr) SS -SS ASSEMBLY 0 0+00 LINE A CONNECT Cn EXISTING WATER LINE SS- ss- ss- S's :,- 's- ITO EXISTING 4' MANHOLE PROPOSED SANITARY GRATE INLET PROPOSED INSTALL: CONCRETE WALL 20' UTILITY ESMT. SS- SS- ss- S$_ SS-- SS S�� ss- ss- Es- 0Z. Cn ) 26 � 10' ocwEnxL TELcpoowc syw/ . PG. 356 RY SEWER CONCRETE BRIDGE ASPHALT ROAD CONCRETE WALL b - EXISTING 16" CONCRETE CYLINDER WATER LINE Original Scale / /" == 50 0 25 100 Graphic Scale in "'Feet LEGEND - I.P.F IRON PIN FOUND ZL* SANITARY SEWER M.H. WA TER VAL VE 4. FIRE HYDRANT & POWER POLE -E-E- OVERHEAD ELECTRIC SS -SS EXISTING SANITARY 0 SEWER LINE EXISTING WATER LINE SS- ss- ss- S's :,- 's- PROPOSED WA TER LINE PROPOSED SANITARY GRATE INLET SEWER LINE Original Scale / /" == 50 0 25 100 Graphic Scale in "'Feet INSTALL: 1- 8°x8~ TAPPING 25 BLOCK A 1-8" 22Y2* BENDS PROPOSED 2'x2' WYE INLET SLEEVE WITH 8" VALVE 20` SAN. SEW. ESM r--/' ' 10/ CENERAL TELEPHONE EASEMENT VOL, 93215, PG. 8992 VOL. 70251, PG. 356 ~-~Ss-* ~^-\ \1-8" 22%* BENDS UNDERGROUND D.R.D.Co.,T. D.R.D.Co.j. .~_- \ \ 'TELEPHONE �505 in 8' S~- -- � \ / � \~ \ / �29 _J don� \ ` ' UNDERGROUND26X EX�ISTING ASPHALT ss a _W ZL* I- I-ROPOSED BACK OFCURBt MARKER 0 [� [� SS- ss- ss- S's :,- 's- PROPOSED BACK OF CURB TELEPHONE GRATE INLET - --------- CONCRETE WALL SS- SS- ss- S$_ SS-- SS S�� ss- ss- Es- 0Z. ) \�� 10' ocwEnxL TELcpoowc syw/ . PG. 356 RY SEWER INSTALL: 1- 8°x8~ TAPPING 25 BLOCK A 1-8" 22Y2* BENDS PROPOSED 2'x2' WYE INLET SLEEVE WITH 8" VALVE 20` SAN. SEW. ESM r--/' ' 10/ CENERAL TELEPHONE EASEMENT VOL, 93215, PG. 8992 VOL. 70251, PG. 356 ~-~Ss-* ~^-\ \1-8" 22%* BENDS UNDERGROUND D.R.D.Co.,T. D.R.D.Co.j. .~_- \ \ 'TELEPHONE �505 in 8' S~- -- � \ / � \~ \ / �29 _J don� \ ` ' UNDERGROUND26X EX�ISTING ASPHALT ss a _W ZL* I- I-ROPOSED BACK OFCURBt MARKER 0 Existing 1 wer SS- ss- ss- S's :,- 's- PROPOSED BACK OF CURB TELEPHONE GRATE INLET - --------- CONCRETE WALL SS- SS- ss- S$_ SS-- SS S�� ss- ss- Es- ss- ss- ss- ss- S5 ss- ss- ss- ss ss SS SS ss- ss- ss- Ss- ss-;>- ss- ss- Ss- ss- SS Z�ANI I RY SEWER CONCRETE BRIDGE ASPHALT ROAD CONCRETE WALL b - EXISTING 16" CONCRETE CYLINDER WATER LINE FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 EXISTING 16" CONCRETE EXISTING 16" CONCRETE E-4 0.147 ACRE RIGHT-OF-WAY CYLINDER WATER LINE SUMMIT Al THE SPRINGS CYLINDER WATER LINE DEDICATION PER THIS PLAT OPEN CUT BETHAL RO D 8 CKFILL VOL. 97023, PG. 3493 it IN ACCORDANCE WITH CITY OF COPPELL -P DALLAS COUNTY STANDARD DETAIL 3070. D.R.D.Co.,Tx. OPEN LIT BETHAL ROAD BAC:KFILL OF! VOL. 91251, PG. 5059 REPAVE IN ACCORDANCE WITH CITY OF COPPELL IN ACCORDANCE WITH CITY OF COPPELL STANDARD DETAIL 3070, IN THE RESERVE D. R. D. Co., Tx. STANDARD DETAIL 3070. P�_M ilk OF CONNECT PROPOSED 8" WATER TO EXISTING 16" REPAVE IN ACCORDANCE WITH CITY OF COPPELL tt,� . ..... CONCRETE CYLINDER WATER, STANDARD DETAIL 3070, 4W :2 e - - D.R.D.Co.,Tx. INSTALL: 1 8" VALVE CONNECT PROPOSED 8" WATER TO EXISTING 16" �qyajl lift, CONCRETE CYLINDER WATER, 0, TIM BENNETT Aiw top „,B' TO 10' STEEL PRESSURE FLATIE W/ 5r`8” 0 HEX NUT WASHER 0 Hlr::,H TENSION ROD IN/ MIN. 60 KSI -I"EILD @ 6' O.G. (T-rF) II MORTAR JOINTS IN/ LADDER REINF. @ TYPE N FIRST GOUR5E , TOP MORTAR 2 GOUR5E5 9 EVERY 5RP GOURSE AFTER U.N.O. (Y <1 � > II C LS T 5/0 " f; ,� HURRI-BOLT GOUP1._IN6 NUT NI CENTER STOP TO i' -IEE -:T OR EXCEED IBG GORE REG- FOR HUfz:P,RI-BOLT 5/,5" ANff,HO'l:;Z BOLT 12" DIA. PIER KTH IJ �_ (2)#5's CENTERED. EXTEND #5's 12" INTO BEAM, 8" TO 10" 1=1 A -11-M E G T s,f,alo: 1/4" TEFL r-11 L- S - / 5/0" 0 HEX NUT A 5 H E ',:,' ,118" 0 HIC91-1 TENSION ROD MIN. 60 KSI '-rEILI;l 6' O.G. (TYF) ORTAR JOINTS 1,N/ ,-\PPER REINF. @ RST COURSE , TOP LOUR SES � EVERY =10 r,0UR5E AFTER U.N.O. /5" (:/� HURRI-BOLT COUPLING )T VV CENTER STOP TO MEET I I R EXCEED IBC. CODE REG. FOR SLICING. TEM WALL OPTIONAL \IBED FOOTING 10" ITO UNDISTURBED E:DO�LS 5/0" 0 <,HOR BOLT #4's g 12" O.C,.EA EXPANSION JOINTS SFAGEO AS REO. E L E A T Scalo: 1/4" 1'-0" W= �l I A 11 CL The sea! appearing on this document was authorized by Tony H. Childress, P.E. #72029 on 02121 7 /20071 (Record cop, on Fite) 0 pro R .......... ... ................. .... 2029 is IONAL This document may not be changed in any fashion without permission from Tony H. Childress, P,E. DESIGN 1. WIND LOADS - IN AGGORDANGE WITH 2005 IBG. BASIC, HIND SPEED : 100 HPI -I (3 SECOND OUST) EXPOSURE GATE60RY: B IMPORTANGE FACTOR: 1.0 2. SEISMIC, LOADS: NONE GENERAL GONGRETE NOTES: I. GONGRETE WORK SHALL BE EXEGUTED IN STRICT AGGORDANGE WITH THE LATEST AMERICAN GONGRETE INSTITUTE BUILDING GODS- AGI 315. 2. GONGRETE SPEGIFIGATIONS SHALL BE AS FOLLOWS: LOGATION5 = ALL 28 DAY STRENGTH -- E3000 PSI AGGREGATE = HARD ROGK SLUMP TEST = 5" TO 5" 5. JOB SITE CONDITIONS SHALL BE VERIFIED BY THE GONTRAGTOR PRIOR TO THE FABRIGATION OF MATERIALS. 4. ALL GONGRETE EXPOSED 1-0 THE WEATHER SHALL HAVE 596 TO 6% AIR ENTRAINMENT. 5. GON51-RUGTION JOINTS, WHEN NEGESSARY, SHALL OGGUR NEAR THE MIDDLE OF THE SPAN UNLESS A BEAM INTERSFGTS AT THIS POIN-T, IN NHIIGH CASE THE JOINT 51-IALL BE OFFSET A DISTANGE EQUAL TO TVIIGE THE WIDTH OF THE BEAM. ENGINEER SHALL APPROVE PROVISIONS FOR -TRANSFER OF SHEAR AND OTHER FORGES THROUGH THE JOINT. GENERAL REINFORGEMENT NOTES: 1. ALL REINFORGEMENT 51-IALL CONFORM TO ASTM A-615 GRADE 60. 2. REINFORCIN0 STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND PLAGED IN ACGORDAN(-,-E NITI-1 THE LATEST AGI "MANUAL OF STANDARD PRAGTIGE FOR PETAILIN6 REINFORGED GONGRETE STRUGTURES (AGI -315) AND -1 HE GRISI "RECOMMENDED FRAGTIGE FOR FLAGIN6 REINFORCING BARI--', ",LATEST EDITION, 5. SPLIGES IN REINFORGEMENT l --,-?HALL OGGUR AT POINTS OF MINIMUM STRESS AND LAP E30 BAR DIAMETERS MINIMUM UNLESS NOTED. 4. MINIMUM GONGRETE COVER 1 --OR REINFORGEMENT SHALL BE AS FOLLOWS: GRADE BEAMS ...5" FROM BOTTOM 2" FROM TOP AND SIDES 5. PROVIDE CORNER BARS AT ALL GORNER5 AND INTERSEGTIONS SAME SIZE, AND SPAGIN6 AS LAR62ER REINFORGEMENT. 6. SUBMIT c)HOP ',O]RANIN65 TO ENG 1NEER FOR APPROVAL PRIOR TO FABRIGAt 10 W OF '. MATERIAL, -5. 6ENERAL FOUNDATION NOTES: 1, THIS FOUNDATIONS HAVE BEEN DESIGNED BASED ON SOILS REPORT PREPARED BY ALPHA TESTING, ING. REPORT NO. 60-10021, AND DATED FEBRUARY 15, 2007. THIS REPORT SHALL BECOME A PART OF THESE GONSTRUGTION DOC,UI`-lENT5. A no ,ONTRAr-.,TOR TO \VERIF)"' ALL DIMENSIONS FRIOR TO POUR IN67 WV' -N A (.-' IF AN'T" DIMENSION DISCREFANCIES . E3E-FNEEN SLAB ANO ARC.,HITECTURAL® FLAN15, THE ARCH. FLANS SHALL CONTROL. NOTES: I. 3000 P51, CONCRETE. 5. ALL BEAMS 10 " NIDE x 24 -, Di=F-P 4. ALL PIERS 12" DIA. NI 2-#5 REBAR \/ER'Flr,AL. PIERS TO EXTEND TO A DEPTH OF &I BELOW BOTTOM OF GRADE BEAM OR UNTIL SOLID ROGK 15 ENGOUNTERED THEN DRILL 2 FT. INTO THE 50LID ROGK. 00 NOT DOWEL PIER TO BEAM. 5. THIS DESIGN 15 CONSIDERED IN\/AILP UNLESS ACCOMPANIED BY A LETTER FRO' --\i GHILDRESS ENGINEERING SERVIGE5, ING. AUTHORIZING ITS USE ON A SPEGIFIG LOT a BLOCK, OR ADDRESS. 6. PLANS GAN BE REVERSED ON LOT AT BUILDERS DESGRETION, -7. PLANS ARE FOR STRAND AND BEAM PLACEMENT ONLY. SET FORMS BY ARGHITEGTURAL PLAN. a. INCASE OF ANY DIMENSION DISCREPANCIES BETWEEN FOUNDATION AND ARCH. PLAN, THE ARCH. PLANS SHALL CONTROL. ,:::I. PLANS ARE FOR STEEL, R01:) AND PIER PLACEMENT ONLY. SET FORM5 FES AR(--�HITEGTURAL PLANS. I ID U Z 0 V) P4 W4 P -i 0 U 0 U PROJECT NO: DRAWN DATE RG/GE5 1 02/2-7/Oi 1/4 If = 1 1-0 11 RAWING NO. x8aff v". 3 ,o -5ol 7 50 Sol, IQ s ° STATION N EWER �Nli MAN. ty > 108.1 Id's Fooll' 15' L IL 7.17.01' My A'k 141� 0 A.EN T EAS ME N 35. MARKER lzzq— CIc— 4D ANITARY c, F W F R T-1 A Y -w .T ley WATER % TER C� VALVES 'A 2 0,,5 5 LVES UNDERGROUND ).13' J D Ile 41, 0, -TELEPHONE CMARKER V1 1 GRATE INLET F] ssssss— SANITARY SEWER — — --M-AN-H-GLE- 0- /4,50 E 3 (�g 7- 4 3 7 VIE >(- `7 f-5- /72� �0 Z, 0 41-1 D -� 17 so PERP�NDIGI AT APPROXI 1.5" MINIMUM IN5PEGTION OF RETAINING WALL TO OCCUR FOLLOWING GON5TRUGTION OF WALL, SFEGIFIGATION TABLE - NO SURGHAR6,E GONSIDERATION HEIGHT (A) it 2' 3' BASE (B) I' 1'-2" 1'-6° SUB BASE (C) 6" 6" 6' C 15% Mp'x- -) t LI ' 1 l_, X111 :.111==111- NO 5GALE 501 L DATA EaUIV, FLUID FRE55URE = 50 PGF FRICTION = 0.25 FACTOR OF SAFETY = 1.5 ALLOINAOLE BEAR I NG = 1500 TO BE VERIFIED PER BOIL REPORT. NO 5GALE OUNDATION SLAB XNDATION 5LA5 15TRUCTION OF WALL, °IPE BUT BEFORE PLACEMENT OF (5RAVEL. - NO SUROHARGF= GON5IDERATION HEIGHT (A) 4' 5' 6' 1' BASE (B) 18" 24" 52" 40" EMBEDMENT (G) 6" 12" 12" 12" EMBEDMENT (D) 6" 10" 12" 15" CHAMFER (E) 6" 6" 12" 12" GAP WIDTH (F) 12" 12" 12" 12" STEM WIDTH (6) 12" 14" I6" 18" STEM HEIGHT (H) 32" 40" 4,5" 56" BATTER (J) -t" 1 8.5" 10" 11.5" 0 I I - 1—I 1 I I- =1 11=1 11=1 11=1 11=1 I i- I— J F 6'-0" MIN. IF C0MPRE5510N WALL 15 FARTHER THAN 6-0" USE CHART W/0 5URCHARCGE ON DETAIL 2. TOP 5LOPE (5EE 5GNEDULE) E I G FOOTING FOR COMPRESSION WALL INSPECTION OF RETAINING WALL TO OCCUR FOLLOWIN6 GON5TRUCTION OF WALL, PLACEMENT OF FILTER FABRIC, AND PLACEMENT OF DRAINPIPE BUT BEFORE PLACEMENT OF GRAVEL. IR W NO 5GALE MATERI AL5 5PEOIF IOATI ON TABLE - WITH 5URGHAR67E GON51 DERATI ON HEIGHT (A) 4' 5' 6' 7' BASE (B) 2011 32" 40" 44" EMBEDMENT (C) 12" 12" 12" 12" EMBEDMENT (D) 14" 16" 18" 18" CHAMFER (E) 6" 6" 12" 12" CAP WIDTH (F) 12" 12" 12" 12" STEM WIDTH (G) 14" 16" 18" 20" STEM HEIGHT (H) 32" 40" 48" 56" BATTER (J) 7" 8.5" 10" 11.5" I. ALL MORTAR - SHALL BE TYPE 'M' 2,500 P51 @ 28 DAY5. 2. STONE - FACE STONE $ PATTERN SHALL BE APPROVED 8Y OWNER. MINIMUM COMPRESSIVE 5TRENGTH = 5000 PSI. 5. DRAIN _ CONTINUOUS 5/4" X 5" ANGULAR GRAVEL OR CRUSHED STONE WITH MAX, 12 PERCENT #200 SIEVE SIZE. PROVIDE WITH MIRIAM 140N FILTER FABRIC COVER OR APPROVED EQUIVALENT. PROVIDE MIN. 2" DIAMETER WEEP HOLES @ MAX. 10' 5PACING. 4. DRAIN CAP - M015T NATIVE SOIL GRADED, GOMPACTED AND SEALED TO REDUCE INFILTRATION OF RUNOFF. USE EQUIPMENT AND METHODS THAT WILL NOT DAMAGE WALLS. 5. CONTROL J015T - SHALL 5E PROVIDED @ 25' MAXIMUM SPACING. 6. BACK FILL - STONE RUBBLE MIXED WITH MOIST NATIVE SOIL AND COMPACTED 5UFFICIENTLY TO PREVENT SINK HOLES AND LOW SPOTS. CA5T IN PLACE 5LEEVE - FOR FENCE P05T EMBED 5-0" INTO WALL. FACE 5TONE (FULLY MORTARED) ADD 2ND ROW OF WEEP HOLES @ 5' FULL DEPTH 5TONE 3'X 55PAGING 1.5 BATTER 12 WEEP HOLE WHEEL ROLLED SOIL � DRAIN GAP 1 d- i FILTER FABRIC (� O� D O O 0 O° �° 1JDU� Do Q� DDC00 �°° O o°° o°o °ooD0 0°°Qo O(o°° °°° O °6 O OR O 6°QoQ '�DRAIN ROCK OOQ ° O ° �°�° 0 Q DD o5-( oO0O°OQCP0° O O 'G 0 O Oo°O° o QO 00 GD � ° ° ° VARIES TAMPED 501L MORTAR LEVELING COUR5E UNDI5TURBED 501L GENERAL CONSTRUCTION RETAINING WALL TEMPORARY SLOPE. ANY 501L BEHIND THI5 LINE 5HALL BE PROPERLY PLACED d COMPACTED FILL OR FIRM UNDI5TURBED NATIVE. 5LOPE ANGLE DEPENDENT ON 501L TYPE AND WALL HEIGHT A5 REQUIRED FOR SAFETY AND STABILITY. The seal appearing on this document was authorized by Tony H. Childress, P.E. #72029 on 12/12/2007 (Record Sepy on file) Oar: This document may not be changed in any fashion without permission from Tony H. Chi(dress, RE, CD 0 -P co d :5 o 0i 75 d dd L- O nl X 0) O o CO d 0 � n- O I Ln S - -P L d- 0 S /-. z U d- 0j CD n U cu u- DRAWN JDATE RCICES 1 07/10/01 1UF1 JIM 10 0 X < ! � 0 __-_t < � j LL] CIL PROJECT NO: DRAWN JDATE RCICES 1 07/10/01 1UF1 < PERPENDIGI AT APPROXI 1.5" MINIMUM I C A IN5PECTION OF RETAINING WALL TO OCCUR FOLLOWING CON5TRUGTION OF WALL. HEIGHT (A) It 2' 5" BASE (B) I' 1'-2" 1'-6" 5UB BASE (C) („ 6" 6' < IV%LI MSX. III—I I—I 11=1 11=111- ..111=111- SOIL DATA EOU I V. FLUID PRESSURE = 50 PGF FRICTION = 0.25 FACTOR OF SAFETY = 1.5 ALLOWABLE BEARING = 1500 TO BE VERIFIED PER SOIL REPORT, OUNDATION 5LAB �)UNDATION 5LAB 15TRUCTION OF WALL, 'IPE BUT BEFORE PLACEMENT OF GRAVEL. NO SURC HARCGE GONSI DERATI ON HE 16HT (A) 4' 5' 6' 1" BASE (B) IV' 241" 32" 40" EMBEDMENT (C) 6" 6" 6" 8"' EMBEDMENT (D) 6" 10" 12," 15" CHAMFER (E) 611 6" 12" 12" GAP W I DTH (F) 12" 1211 1211 1211 STEM WIDTH (6) 12" 14" 1611 18" STEM HEIGHT (H) 52" 4011 48" 56" BATTER (J) -" 8.5" (0"i 11.5" I—i I 1-11 I- =I 11=1! 1=1 11=1 11=1 I i- ' I I_, 1111-11 E111- -a- J F &1-0" MIN. IF GOMPRE5510N WDLL 15 FARTHER THAN 6-0" U5E CHART W/O SURCHARGE ON DETAIL 2. TOP 5LOPE (5EE 5GHEDULE) =1 I 1 1 1 1-1 1 i- I i t- i FOOTING, FOR GOMPRESOION WALL D G IN5PEGTION OF RETAINING WALL TO OCCUR FOLLOWIN6 CON5TRUCTION OF WALL, PLACEMENT OF FILTER FABRIC, AND PLACEMENT OF DRAINPIPE BUT BEFORE PLACEMENT OF 6RAVEL. W 1 1 I NO SGALE MATt=RIAL5 5F EC IFIGATION TABLE - WITM 5URGHAR67E G0N5I DERATION HE16HT (A) 4' 5' 6' 1" E3A5E (B) 2all 32" 40" 44" EMBEDMENT (C) 1211 12" 1211 12" EMBEDMENT (D) 14" V' 18" 15" CHAMFER (E) 6" 6" 12" 12" GAP WIDTH (F) 12" 12" 12'" 12" STEM WIDTH (6) 141' 16" 18" 20" STEM HF-16HT (H) 32" 4011 48" 56" BATTER (J) -" 8.5" (0"i 11.5" I. ALL MORTAR - SHALL BE TYPE 'M' 2,500 PSI ® 25 DAYS. 2. STONE - FACE STONE $ PATTERN SHALL BE APPROVED BY OWNER. MINIMUM COMPRE551 VE 5TRENCSTH = 5000 P51. 3. DRAIN - CONTINUOUS 3/4" X 5" ANGULAR GRAVEL OR CRUSHED STONE WITH MAX. 12 PERCENT #200 SIEVE SIZE. PROVIDE WITH MIRIAFI 140N FILTER FABRIC COVER OR APPROVED EQUIVALENT. PROVIDE MIN. 2" DIAMETER WEEP HOLES ® MAX. 10' 5PAGING. 4. DRAIN GAP - MOIST NATIVE SOIL GRADED, GOMPAGTED AND SEALED TO REDUCE INFILTRATION OF RUNOFF. USE EQUIPMENT AND METHODS THAT WILL NOT DAMAGE HALLS. 5. CONTROL J015T - SHALL BE PROVIDED ® 25' MAXIMUM 5PAGING. 6. BAGK FILL - STONE RUBBLE MIXED WITH MOIST NATIVE 501L AND COMPACTED SUFFICIENTLY TO PREVENT OINK HOLE5 AND LOW SPOTS. GA5T IN PLACE 5LEEVE - FOR FENCE P05T EMBED 5-0" INTO WALL, FACE STONE (FULLY MORTARED) ADD 2ND ROW OF WEEP HOLE5 @ 5' FULL DEPTH 5TONE @ 3'X 55PAGING 1.5 BATTER 12 WEEP HOLE WHEEL ROLLED 501L 0 I � DRAIN GAP tV I FILTER FABRIC (�n QDD° D °° o a 0� ° ao 0 aoo a°°00Qo 00o o o a 0oo o ° 0 O ° o ° QO ° DRAIN ROCK 6 (� a o f C °C:j ° �°DODC6°°QD0 °D °° p °°°Qo ao0� �°(°ODo °o °DQDVA RIE�SoQoao TAMPED 501L I—III—III—I 11—III I—III—I i t—I I hi I I ,III , 17 I-1 I I MORTAR LEVELING COUR5E UNDI5TURBED 501L GENERAL CONSTRUCTION RETAINING WALL NO SGALE TEMPORARY 5LQPE. ANY 501L BEHIND TH15 LINE 5HALL BE PROPERLY PLACED 1 COMPACTED FILL OR FIRM UN0I5TURBED NATIVE. SLOPE ANGLE DEPENDENT ON 501L TYPE AND WALL HE16HT A5 REQUIRED FOR SAFETY AND 5TABILITY. The seal appearing on this document was authorized by Tony H. Childress, P,E. #72029 on 12/12/2007 (Record copy on file) E OF kP4 oma: •'. *0 v°TON K HILDRES �p 2029 ISTER�'�'��"dL7 �ONAL ?�d This document may not be changed in any fashion without permission from Tony H, Childress, P.E. MANUAL COMP I I Ln Q1 i 75 �D CD �D 0 01 � +� 130 � CD c� In h X 75 d d U) 11 ° x 0) 0 o CO d s kD o I L 75 S I.tn I > d - t- 0 S- U �. z U_ v cu � v CD n0-1 U <T- 4- 0 X < Imo/ LU U C) -- II L! _ Lu E PROJECT NO: MANUAL COMP I I Ln Q1 i 75 �D CD �D 0 01 � +� 130 � CD c� In h X 75 d d U) 11 ° x 0) 0 o CO d s kD o I L 75 S I.tn I > d - t- 0 S- U �. z U_ v cu � v CD n0-1 U <T- 4- 0 DRAWN DATE RG/(,E5 01/10/01 1/411 _, 1_011 DRAWING NO. X < Imo/ LU U C) -- < L! _ Lu E PROJECT NO: DRAWN DATE RG/(,E5 01/10/01 1/411 _, 1_011 DRAWING NO.