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Home My WebLink About2421A-1GENERAL NOTES: 1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND REQUIREMENTS OF THE WATER PURVEYOR. 2. ALL WATER MAINS SHALL BE INSTALLED WITH 42" MINIMUM COVER. 3. FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD DRAWINGS OF THE FOOTHILL FIRE DISTRICT STANDARDS AND SPECIFICATIONS. 4. WATER CONTRACTOR SHALL ADJUST STREET VALVE BOX AND COVERS TO GRADE AFTER COMPLETION OF PAVING. 5. ALL WATER LINES SHALL BE WELDED STEEL PIPE OR DUCTILE IRON PIPE WITH COATINGS AND LININGS PER THE BASIC PIPELINE SPECIFICATIONS. 6. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE WATER PURVEYOR. 7. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE WATER PURVEYOR COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATIONS OF THE PROPOSED WATER SYSTEM. 6. WATER METERS SHALL BE INSTALLED AS NOTED. 9. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH LOT WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE #3) 10. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER MAINS SHALL CONFORM TO THE STATE OFCALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. 11. PRIOR TO THE ACTIVATION OF ANY NEWLY CONTRUCTED WATER LINE, TESTING AND DISINFECTION SHALL BE PERFORMED TO COMPLY WITH WATER PURVEYORS STANDARDS. 12. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF FONTANA PRIOR TO ANY CONSTRUCTION WITHIN THE STREET RIGHT-OF- WAY. 14. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL BE REPORTED TO AND APPROVED, IN ADVANCE, BY THE WATER PURVEYOR. 15. APPROVAL OF THESE DRAWINGS BY THE WATER PURVEYOR DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE OF ANY UNDERGROUND FACILITY. 16. LANDSCAPE SYSTEMS SHALL HAVE AN APPROVED REDUCED PRESSURE BACKFLOW DEVICE ASSEMBLY INSTALLED AS A MINIMUM BACKFLOW PROTECTION REQUIREMENT. 17. AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 1,000 FEET AHEAD OF TRENCHING, CONTRACTOR SHALL EXCAVATE, EXPOSE, AND DETERMINE ("POTHOLE") THE EXACT LOCATION AND DEPTH 'OF EACH AND EVERY POTENTIAL INTERFERENCE AND CONNECTION, INCLUDING, BUT NOT LIMITED TO, ALL FACILITIES SHOWN SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR WHICH HAVE BEEN MARKED BY THEIR RESPECTIVE OWNERS. CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL NOT BE ELIGIBLE FOR EXTRA WORK COMPEN- SATION OR TIME EXTENSION. 18. DEVELOPER SHALL SUPPLY THE WATER PURVEYOR FIVE SET'S OF APPROVED DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO CONSTRUCTION. 19. DEVELOPER, PIPELINE CONTRACTOR, AND SUPERINTENDENT SHALL. ATTEND A PRE -CONSTRUCTION MEETING WITH WATER PURVEYOR A MINIMUM OF TWO WEEKS PRIOR TO BEGINNING CONSTRUCTION. 20. CONTRACTOR SHALL NOTIFY WATER PURVEYOR (909-350-6631) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 21. CONTRACTOR SHALL FURNISH CITY WITH TWO COPIES OF THE FOLLOWING DATA AND SAID DATA SHALL BE APPROVED BY THE CITY PRIOR TO BEGINNING OF WATERLINE CONSTRUCTION. ONCE APPROVED, CONTRACTOR SHALL SUBMIT FIVE COPIES OF APPROVED DATA TO CITY FOR USE DURING CONSTRUCTION: a) ALL DATA ON TRENCH PROTECTION, CONSTRUCTION SCHEDULE, AND ENCROACH- MENT AND EXCAVATION PERMITS. b) ALL DATA ON WATER SERVICE MATERIALS, PIPE, FIRE HYDRANTS, VALVES, AIR VALVES, FITTINGS, PORTLAND, CEMENT CONCRETE MATERIALS, AND ASPHALT CONCRETE PAVEMENT MATERIALS. 22. CONTRACTOR SHALL SOLID WELD OR PROVIDE RESTRAINED GASKETS FOR ALL JOINTS TROUGHOUT A CURVE IF THE RADIUS IS LESS THAN 455' FOR 40' LENGTHS OF PIPE AND 266' FOR 20' LENGTHS OF PIPE. 23. SEPARATION BETWEEN WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET MINIMUM. 24. BEFORE MAKING ANY EXCAVATION OR TRENCH 5 FEET OR MORE IN DEPTH, CONTRACTOR SHALL SUBMIT TO WATER PURVEYOR A DETAILED DRAWING SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTECTION. IF SAID DRAWING DOES NOT VARY FROM REQUIREMENT OF THE OSHA CONSTRUCTION SAFETY ORDERS (CAL OSHA OR FED OSHA, WHICHEVER IS APPICABLE AT THE TIME OF CONSTRUCTION), A STATEMENT SIGNED BY A REGISTERED CIVIL ENGINEER, ENGAGED BY CONTRACTOR AT HIS EXPENSE, SHALL BE SUBMITTED CERTIFYING THEAT THE CONTRACTOR'S EXCAVATION SAFETY DRAWINGS COMPLY WITH OSHA CONSTRUCTION SAFETY ORDERS. IF SAID DRAWING VARIES FROM SAID OSHA CONSTRUCTION SAFETY ORDERS, THE DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER, AND SAID ENGINEER SHALL AFFIX HIS SEAL AND SIGNATURE TO EACH OF SAID DRAWING. CONTRACTOR SHALL NOT EXCAVATE UNTIL CITY HAS RECEIVED AND ACKNOWLEDGED THE PROPERLY CERTIFIED EXCAVATION SAFETY DRAWINGS. HUNTER'S RIDGE WATER IMPROVEMENT PLANS TRACT N0. 1457 1 AND 14571- 1 25. CUT SHEETS SHALL BE PREPARED SHOWING FLOWLINE ELEVATION QUANTITY 1" X 2" HUB WITH WITNESS LATHE SHALL BE SET ALONG PIPELINE DESCRIPTION UNIT ALIGNMENT. DEVELOPER SHALL FURNISH CITY WITH FOUR SETS OF TRACT NO. * CUT SHEETS FURNISHED A MINIMUM OF TWO WORKING DAYS PRIOR 14571 14571-1 TO CONSTRUCTION. CONTRACTOR SHALL NOT BEGIN EXCAVATION OCONSTRUCT 8" I.D. STEEL PIPE CML do C PER UNTIL CITY HAS APPROVED SAID CUT SHEETS. CONSTRUCTION 2,432 LF STAKING SHALL BE AT 50 FOOT MINIMUM INTERVALS, VALVES, FIRE CITY OF FONTANA STD. SPECIFICATIONS. HYDRANTS, AIR VALVES, BLOWOFFS, FITTINGS, SERVICES, AND CONNECTION O2 LOCATIONS. CONTRACTOR SHALL USE THE CONSTRUCTION STAKES 3 7 AND CUT SHEETS FOR CONSTRUCTION. CITY WILL USE THEM FOR �3 CONSTRUCT 8" TEE. INSPECTION OF THE WORK. CONTRACTOR SHALL PROTECT ALL 3 EA SURVEY MONUMENTS AND STAKES DURING CONSTRUCTION. CONSTRUCT 8" X 45' ELBOW. 26. ALL CONSTRUCTION REQUIRING CITY INSPECTION SHALL OCCUR EA O 7:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY, EXCEPT HOLIDAYS. 1 2 DEVELOPER SHALL REIMBURSE WATER PURVEYOR FOR ALL INSPECTION �6 CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. If W117. EXPENSES. ALL MATERIALS AND EQUIPMENT FURNISHED AND ALL 2 EA WORK PERFORMED SHALL BE SUBJECT TO RIGID INSPECTION BY THE CONSTRUCT 1" SERVICE LINE PER STD. DWG. # W126. 30 WATER PURVEYOR. WORK PERFORMED IN THE ABSENCE OF THE INSPECTOR MAY EA �8 BE REQUIRED TO BE REMOVED AND REPLACED UNDER PROPER IN- 2 5 SPECTION, WITH ENTIRE COST OF REMOVAL AND REPLACEMENT BEING �9 CONSTRUCT 8" FLANGE AND BLIND FLANGE. BORNE BY THE CONTRACTOR, EVEN IF SUCH WORK IS NOT DEFECTIVE. 5 EA WORK COVERED UP WITHOUT AUTHORITY OF THE WATER PURVEYOR SHALL, UPON REMOVE BLIND FLANGE, THRUST BLOCK, AND JOIN. 4 ORDER OF THE WATER PURVEYOR, BE UNCOVERED TO THE EXTENT REQUIRED TO EA G PERMIT INSPECTION, REPAIR, OR REPLACEMENT AND THEREAFTER - - SHALL BE RECOVERED. N 12 27. AT LEAST FOUR WORKING DAYS PRIOR TO COMMENCING ANY 2 EA EXCAVATION, CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE ALERT (1-800-422-4133) AND ANY AFFECTED NON-MENBER AGENCIES PIPELINE. 3 TO MARK OR OTHERWISE INDICATE THE LOCATION(S) OF THEIR SUB- EA SURFACE FACILITIES INCLUDING, BUT NOT LIMITED TO, STRUCTURES, VAULTS, MAIN CONDUCTORS OR CONDUITS, AND SERVICE CONNECTIONS. UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY UTILITY FACILITY OMITTED FROM OR SHOWN INCORRECTLY ON THESE DRAWINGS. / CONTRACTOR SHALL IMMEDIATELY NOTIFY WATER PURVEYOR AND THE ENGINEER WHO PREPARED THESE DRAWINGS. SHOULD SAID UTILITY CONFLICT WITH PROPOSED WATER FACILITIES, SAID ENGINEER SHALL SUBMIT A DRAWING SHOWING THE PROPOSED SOLUTION TO THE WATER PURVEYOR FOR APPROVAL. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY EXISTING UTILITY FACILITY WITHOUT AUTHORIZATION FROM THE AFFECTED AGENCY. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF EXISTING UTILITY FACILITIES, CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION. 28. STREET GRADE SHALL BE BROUGHT TO WITHIN 1 FOOT OF PROPOSED FINISH GRADE PRIOR TO BEGINNING WATERLINE CONSTRUCTION. CONTRACTOR SHALL SHOW EXISTING ELEVATIONS OVER CENTERLINE OF PROPOSED WATERLINE ON THE CUT SHEETS. 29. DURING CONSTRUCTION OF THE WATERLINE, CONTRACTOR SHALL PROVIDE A PIPELINE CAP AND TEMPORARY THRUST PROTECTION FOR TESTING AND DISINFECTION AT A MINIMUM OF 5 FEET FROM CON- NECTIONS TO EXISTING WATER SYSTEM AFTER NEW PIPELINE AND APPURTENANCES HAVE DISINFECTED, TESTED, AND ACCEPTED BY CITY, CONTRACTOR SHALL REMOVE PIPELINE CAP AND TEMPORARY THRUST PROTECTION AND INSTALL CONNECTION PIPING. THE CON- NECTION PIPING SHALL BE SWABBED WITH A CHLORINE SOLUTION. 30. OPEN EXCAVATION WILL BE ALLOWED OVER NIGHT OUTSIDE OF PUBLIC STREET RIGHT-OF-WAY PROVIDED SITE IS SECURE. A CONSTRUCTION FENCE, ENTIRELY ENCLOSING SITE, SHALL BE REQUIRED. 31. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL FLOW LINE ELEVATIONS ARE WITHIN 0.1 FOOT OF DESIGN FLOW LINE ELEVATIONS. PIPELINES, WHEN INSTALLED, SHALL HAVE CONTINUOUS UPGRADE OR DOWNGRADE, CORRESPONDING WITH DESIGN SLOPE, WITHOUT HIGH OR LOW SPOTS. PIPELINES SHALL BE CONSTRUCTED SO THAT ACTUAL PIPELINE CENTERLINES ARE WITHIN 0.1 FOOT OF DESIGN PIPELINE CENTERLINES. CONTRACTOR SHALL ASSIST WATER PURVEYOR AS REQUIRED TO CONFORM COMPLIANCE WITH CONSTRUCTION TOLERANCES. 32. CONTRACTOR IS ADVISED THAT ROCK OR UNACCEPTABLE TRENCH BACKFILL MATERIAL MAY BE ENCOUNTERED DURING TRENCHING OPERATIONS. WHERE SUCH MATERIAL IS ENCOUNTERED, CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE BEDDING AND BACKFILL MATERIAL IN ACCORDANCE WITH STANDARD DRAWING W 101. BEDDING AND BACKFILL MATERIAL SHALL BE EITHER COMMERCIAL IMPORTED MATERIAL OR SELECT NATIVE MATERIAL (SCREENED OR WASHED). ALL ROCK OR UNACCEPTABLE TRENCH MATERIAL SHALL BE DISCARDED AT A LEGAL DISPOSAL SITE. 33. A SOILS ENGINEER, APPROVED BY THE WATER PURVEYOR, WILL TAKE COMPACTION TESTS AS NECESSARY. COMPACTION TESTS SHALL BE MADE IN THE PIPE ZONE, THE BACKFILL ABOVE THE PIPE ZONE, AND IN THE SUBGRADE, ALL AT INTERVALS SELECTED BY WATER PURVEYOR. COMPACTION TESTS WILL BE TAKEN AS TRENCH BACKFILL PROGRESSES OR AFTER TRENCH BACKFILL HAS BEEN COMPLETED, AS DETERMINED BY WATER PURVEYOR, CONTRACTOR SHALL PROVIDE TEST HOLES AS DIRECTED BY WATER PURVEYOR WHERE BACKFILL HAS BEEN COMPLETED TO ALLOW COMPACTION TESTS. CONTRACTOR SHALL FURNISH ALL EQUIPMENT (INCLUDING SHORING), LABOR AND MATERIALS TO ASSIST SOILS ENGINEER IN PERFORMING ALL THE COMPACTION TESTS. WATER FACILITY TESTING SHALL NOT BEGIN UNTIL CONTRACTOR HAS COMPLETED COMPACTION EFFORTS AND CITY HAS ACCEPTED COMPACTION TEST RESULTS. DEVELOPER SHALL PAY ALL COSTS FOR COMPACTION TESTS. Underground Service Alert CaN: TOLL FREE 1--800 422--4133 TM WMI DAYS BEFORE YOU DIC QROFESS/pN k. No.35275 z 0 * Exp.9/30/99 �'A o� Cx%illllW INDEX MAS' SCALE: 1 "=200 BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N.E. CABRIDLEPATH DR. 36 FT. N. W. C/'L CHERRY AVE. 34. IF MONUMENTS OR BENCHMARKS MUST BE REMOVED OR DISTURBED TO ACCOMODATE CONSTRUCTION, CONTRACTOR SHALL HAVE A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR REPLACE SAME. t 35. THE DEVELOPER SHALL PROVIDE WATER PURVEYOR WITH ONE SET OF RECORD DRAWING MYLARS. SAID DRAWINGS SHALL BE APPROVED BY WATER PURVEYOR PRIOR TO ACCEPTANCE OF WATER FACILITIES BY WATER PURVEYOR. UNDERGROUND UTILITIES & STRUCTURE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS: THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, WATER PURVEYOR, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER, WATER PURVEYOR, OR THE ENGINEER. ASIS OF BEARINGS: THE NORTH LINE OF THE NORTHWEST ONE HALF OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. BEING N89 -50'00"E PER TRACT NO. 13750 RECORDED IN BOOK 250, PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. AL DESCRIPTION: LOT 13 OF TRACT NO. 13750 IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, CALIFORNIA, PER AMENDING MAP RECORDED BOOK 250, PAGES 48 TO 66, INCLUSIVE, RECORDS OF SAN BERNARDINO COUNTY. UTILITY PURVEYORS: SOUTHERN CALIFORNIA EDISON CO. DISTRIBUTION PLANNING 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6562 CONTACT: ARMANDO GONZALES SOUTHERN CALIFORNIA GAS CO. DISTRIBUTION PLANNING 16231 VALLEY BOULEVARD FONTANA, CA 92335 (909) 428-8402 CONTACT: DAVID PADILLA WATER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6685 SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-7610 OWNER /DEVELOPE ALPER DEVELOPMENT 6101 CHERRY AVENUE FONTANA, CA 92336 (909) 899-0156 CONTACT: ROGER HATCH COIuICAST CABLEVISION 1205 DUPONT STREET ONTARIO, CA 91761 (909) 988-8322 X3055 CONTACT: JACK HAYES CONSTRUCTION NOTES de QUANTITIES: VICINITY MAP N.T.S. MARKS OA FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT 4240 HALLMARK PARKWAY SAN BERNARDINO, CA 92407 (909) 880-0220 . CONTACT: JOE DEA'RMAN ,GTE CALIFORNIA. NVG. CAB20VF 870 NORTH MOUNTAIN AVENUE UPLAND, CA 91786 (909) 931-2472 CONTACT: DANIEL TUCKER WILTEL. INC. FIBER-OPTIC TELECOMMUNICATIONS LAS VEGAS, NEVADA TO LOS ANGELES, CA UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 TULSA, OK 741211 918 588-3397 909 947-9441 (LOCAL CONTACT) LOCAL CONTACT: JERRY KENNEDY * INCLUDES ALL OF HEDGE ROW COURT to 1-018 001 N/ N C] QUANTITY ITEM DESCRIPTION UNIT fiRACT NO. TRACT NO. * 14571 14571-1 OCONSTRUCT 8" I.D. STEEL PIPE CML do C PER 1,430 2,432 LF CITY OF FONTANA STD. SPECIFICATIONS. O2 CONSTRUCT 8" GATE VALVE PER STD. DWG. # W109. 3 7 EA �3 CONSTRUCT 8" TEE. - 3 EA �4 CONSTRUCT 8" X 45' ELBOW. - - EA O CONSTRUCT THRUST BLOCK PER STD. DWG. # W106, W107. 1 2 EA �6 CONSTRUCT 1" A/V RELEASE VALVE PER STD. DWG. If W117. 1 2 EA 0 CONSTRUCT 1" SERVICE LINE PER STD. DWG. # W126. 30 53 EA �8 CONSTRUCT 6" FIRE HYDRANT ASSEMBLY PER STD. DWG. # W112. 2 5 EA �9 CONSTRUCT 8" FLANGE AND BLIND FLANGE. 2 5 EA 10 REMOVE BLIND FLANGE, THRUST BLOCK, AND JOIN. 4 4 EA G CONSTRUCT 8" X 11-1/4* ELBOW. - - EA 12 CONSTRUCT 8" ELBOW, ANGLES AS SPECIFIED. 5 2 EA 2 TOP OUTLET FOR TESTING, FLUSHING, AND DISINFECTION OPROVIDE 13 PIPELINE. 3 2 EA * INCLUDES ALL OF HEDGE ROW COURT to 1-018 001 N/ N C]