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HomeMy WebLinkAboutWTR2702938.1F- o z Y Z O U - m _ V to 171=20' (� 0 10 20 40 CL 0- I W CIL. I I z 0 I I I o ' I r , �z � W 0 W � I /; IE ' m � 1 yA Q > W I I I ' W W �� •I \ I I I I I W II �� 1 8 N ^Q Q EX: WATER M r SERVICES o F+1 ) I LIME (TYP.) I I ® C)Llj a EX. 6"I SIDE I 3:SEWER (TYP.) I ' U ; I I >:. H w ----- - I I I - I; Lj Q :a 10" U u� m y -XI \ } 30'€ I 1 X. I o I• �� I I �.:SPHA: fi� I j I K. V� o II wo I I I R/W '" III I I I I li i; I , y it Ei w z o E I `Zz z��Zo I I1 �i I zl��a II ��• i i I I II I • I II � o iw z v a w e 0 a I � t 01 0- a- n = Q -{- ' t-- '- o rn Q C) -}I ao IS A PORTION OF THE SE 1/4 OF SECTION 5, TWP. 23 N., RGE. 5 E., W.M. AS-BUIL T EX, UTILITY POL S89'37'04"E S88'33'30"E 25.32' 24.16' I 1 p 11-1/2' x 17-1/2' CONCRETE METER BOX WITH 3/16' STEEL DIAMOND PLATE COVER EQUAL TO FOG TITE METER SEAL CO, lD METER BOX, -, PROPOSED 22'xl3l'-/ EASEMENT FOR SHARED DRIVEWAY 0 S87'44'40"E 195.67' ------------------------- I 4­ LOT I I I I , f � LOT 2 �__._.. ✓_.�.__.._...� ..�...� .�; 0�c0\tl� I I ' I I =rn Ex- POOL. 4 I ( 1 01'05"E 246.13 y . W:aCE . WATER AND SEWER DATA TABLE: /1 CONNECT TO EX. WATER SERVICE LINF:, © CLEAN OUT PER CITY STDS. (TYP. OF ? 1.0f'!- ,AS RIM=307.7E CONTRACTOR SHALL FIELD VEr-\Ir-Y, IE=297.77 HORIZONTAL AND VERTICAL LOCATION OF EX. SERVICE LINE PRIOR TO CONSTRUCTION. Q CLEAN OUT RIM=307.5E I E=298,50 ® CONNECT TO EX. 6" SIDE SEWER PER CITY STDS. (TYP. OF 3 LOCATIONS) CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND ® INSTALL SINGLE SERVICE VERTICAL LOCATION OF EX. SERVICE LINES WATER METER PER DETAIL PRIOR TO CONSTRUCTION. THIS SHEET 2 CLEAN OUT �9 CLEAN -OUT RIM=307.6f RIM=306.5E IE=297.1 1 IE=300.95 WATER SERVICE LINE PER CITY STDS. n �4 10 PROVIDE TRANSITION COUPLING 9.E vmt4o �''���'� FROM C900 TO PVC-SDR35 (TYP. FOR ALL 3 CONNECTIONS) �5 6" PVC. SIDE SEWER AT 2% MIN. SLOPE w IN UNIMPROVED RIGHT OF WAY w INSTALL METER BOX AT PROPERTY LINE. 61 IL m a SIDEWALK a WATER METER TO BE SUPPLIED BY THE CITY TYPE 'K' SOFT / COPPER TUBING lI 22'1/2° x �� � FORD COPPERSETTER _ VH 172-15W (FOR 5/8' x 3/4' METER) VH 174-15W (FOE: 1' METER) CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER, IRON LOOP DOWN TO CENTERLINE DUCTILE PADLOCK WINGS I3N KEY VALVE SINGLE CHECK VALVE WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET. y SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER, O Z LINE TO METER, I�j CORPORATION STOP, FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE C.1; � THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL u••I W Of (1' F1000) FOF'D C14-33 OR 44 FIDT x COMPRESSION COUPLING / J V!I,� 3/4' OR 1' GALVANIZED PLUGLl 22-v2° L 0 al ui FOR SERVICE FROM EXISTING STEEL 3/4" & 1" WATER SERVICE I� n I ASBESTOS CEMENT OR PVC WATER MAINS i INSTALL DOUBLE STRAP SERVICE CLAMP !IW m EQUAL TO MUELLER CO. ADOPTED ml� Qli(d UOT CITY OF RENTON I� Standard plans IST DATE: 12/15/91 REVISION BY APPR DWG. NAME: BR41 SP PAGE:B106 wrov MIN 3' MIN COVER RAISE-1/2" WIDE BORDER 0 I i I I I 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" r-1/2" CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CONCRETE CLASS 3000 12" N FIBER PACKII 45' (1/8) PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN -OUT IN SAME MANNER AS ?; �`•. - - MAIN SEWER JOINTS. \ O ADOPTED --- �•4. ;_•i; CCl'Y OF RENTON Stnaderd plans LSP DATE:12/15/91 SATE REVISION BY APPR DWG. NAME: BW18B SP PAGE: B076 SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCIT OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY .A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES F THE Q 0 E PIPE IN LAYERS WITH A LOOS AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN AC( ORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPEC'FICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELIN- OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BAS". PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SF ALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, 0 - DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRACE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. SPECIAL NOTES: 1. CONTRACTOR SHALL FIELD LOCATE EX. SEPTIC TANK AND DRAINFIELD, AND REMOVE PER CITY STDS. RECOMMENDED FOR APPROVAL Date: s, o By: [� w j Date: B : R�rNI� 1'fl /04ev Date q 1 ! 2.©1 y By: Date DEVELOPER: P�- P. GRU MARC ROUSSO �F WASy 6 64 RAINER AVE. S., SUITE F °ENTON, WA 98055 PHQNE:(206) 948-8899 4110/ NZ9 EXPIRES 6-10-03 I ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX WATER nLUY - GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPE,';IFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF ;-HE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2, THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS, 1-800-424-5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167 (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3-INCH TO 12-INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI,AW`,NA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6, GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380, OR M&H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7: FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 WITH A 6-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2/ 1 /2 INCH HOSE NOZ?LES WITH NATIONAL STANDARD 7-INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 1/4-INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8 ;ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL .2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "I- I(',S" SHALL BE CYLIN")ER SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRAC, 3k WHO WILL PERFORM THE CLEANING OPERATION. 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE PECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. "' P, LSSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION Or A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHL­ SHALL NOT BE PLACED IN THE PIPE AS .AID. CHLORINC SHALL BE METERED/INJECTED A ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F r= THE STANDARD SPECI:,CATIONS REFERENCED IN 1 ABOVE. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY . ONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOE' SCHEDULING. PRIOR TO SCHEDULING THE PRECONSTRUCTION CONFERENCE, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS, 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS W'LL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF- ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE, RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 18, A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF-'NITIAL EXCAVATION WITH A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. 19, FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE. CITY OF RENTON E)BPARTMENT OF PUBLIC WORKS WATER AND SEWER EXTENSION PLAN ROUSSO SHORT PLAT 'A' DESIGNED DD -- -- DATE 7/23/01 FILE NO. DRAWN DID CHECKED HPG _ SCALE 1 "=20' FIELD BOOK PAGE PAGE APPROVED - - --- SHEET C4 OF 4 D 2 � �R OF N:)�s LO Ln 00 r- r., I u7 00 Lr, iV I ul 00 Ln r- L 0 a: 0 u a v u'1 tf� 0 0 0 0 0 3 I In 00 Ln r` i c c a� Ln 00 r\ 0 Y Ul 0 ,n i CD O CD ® 1 o �� y N . ® mr SCAN(vE) FEB 15 2002