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HomeMy WebLinkAboutTr30494 PA-30B Precise Grading pg.1 GENERAL NOTES CITY OF LAKE ELSINORE 0 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UBC, CHAPTER 70. TRACT NO . 30494 P A 3 O B 74 N 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, C17Y OF LAKE ELSINORE, PRIOR TO ANY OPERATION. o 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) LOTS 1 TH RU 7 48 HOURS PRIOR TO GRADING. 7 & CANYON NEWPOR RD 4. THE CONTRACTOR SHALL N071FY THE CITY ENGNELRING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS �` ^ R' A' ^ S ( L�/ E R T H O R N E ,5 HILLS R F 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. L{tOM RO T RECISE ADING PLANS CYN. �O 5. CUT SLOPES SHALL CONTROLLED LL STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN. f 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN B. THE UNDERSIGNED WIT.EAGWIiEKWILLICEVIENPLACtNENT OF EROSIONCONTROL AND Srm V05 rtiSURE 7llA7 ORK IH ACCORDMCEIM17H THE APPAoveDRLANS. RD SCOTT RD ON THE PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. © � LOCATION 50918 06/30%9 BUNDY CYN. OTrONW00D 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90X DENSITY AS DETERMINED BY THE MODIFIED THREE-LAYER ASTM 0-1557-70 CYN. RD TEST METHOD. (I NATURE) (Kee P43 CEYPIPATION DATE) 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND I N NT N07 nCATiON$ CLINTON KEITH RD APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FlLL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED A. IN CASE ON EMERGENCY CALL PHIL GARCIA FORTY-EIGHT(48)HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION. BY THE SOILS ENGINEER. (Responsible person) CITY OF LAKE ELSINORE 1-951-674-3125 W 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM AT S n4 (244-h-h r. phone no.) VERIZON 1-951-925-6253 OF 3 FEET, THEN I(MINIMUM) TO FLOW LINE OF EARTH SWALE. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I IF CUT OR FILL SLOPE IS LESS THAN 10 FEET,AND 2%IF B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951-674-3146 CUT OR FILL IS GREATER THAN 10 FEET. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A INSURE Zjjjjj"''' rlS IN ACCORDANCE WITH THE APPROVED PLANS. SOUTHERN CALIFORNIA GAS COMPANY 1-909-335-7582 MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. ���a••L 23434 -03131107 THOMAS S.MAP PG.28,GRID D4. 13. PROVDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. (Signature) (RCE N0.) (Expiration Date) SOUTHERN CALIFORNIA EDISON COMPANY 1-909-928-8275 VICINITY MAP 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE TOP OF CUT SLOPES. COMCAST CABLE COMMUNICATIONS, INC. 1-951-549-3977 EXT. 105 C. A STAND13Y CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-422-4133 NOT To SCALE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SWW_BE PERMITTED. OCTOBER 5 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. SOILS ENGINEER 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SOILS ENGINEER'S CERTIFICATE: SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. PACIFIC SOILS ENGINEERING, INC. E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, 7715 CONVOY COURT THESE GRADING PLANS AVE EN REVIEWED BY THE UNDERSIGNED AND FOUND 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY"PACIFIC SOILS"AND THE ENGINEERING GEOLOGIC INVESTIGATION SAN DIEGO, CALIFORNIA 92111 TO BE IN C NF MAN E W17N E RECOMMENDATIONS AND SPECIFICATIONS DATED 5/3/2001 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT TELEPHONE: (858) 560-1713 OUTLI 7 AND OLOGICAL RECONNAISSANCE REPORT PREPARED FOR 19, A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING 2314 j /U PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL OVINE DEVELOPER EY (G 0.) (vote) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS ALSO BE IMMEDIATELY REPAIRED. _ REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PARDEE HOMES 813 �' !'•6 20, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY G. FILL ANGELESELES LL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE 10880ALIFORNIA 90024 WILSHIRERE BLVD., SUITE 1900 &AMb A. AURPHY (CEG NO.) (Dote) CONSTRUCTION/GRADING. CONCLUSION OF EACH WORKING DAY. TELEPHONE (310) 475-3525 g■PEE QEo, c 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT ��p NW&1113 Nj AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2`FEET BASIS OF BEARING: OEIf'i`PE9 CIM!F 9+0 eeoioe,BT 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOL OR CREATES A HAZARDOUS CONDRION. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATION rqt 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FlLL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,AND BENCHED INTO "METZ` I.E. N06'21'37 E THE COMBINED SCALE FACTOR AT CP 2015 Eor cx-6. o� FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. EARTHWORK QUANTITIES: PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. GRID = GROUND x COMBINED SCALE FACTOR RAW CUT= 157 ® 100 C.Y. = 15,700 C.Y. 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: ENGINEER'S NOTICE ' A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLLIVIAL, COLLUVIAL.,AND BENCH MARK: TERRACED AREAS AND ANY SUBSTRUCTURES. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTTON, BENCHING,AND FILLING OPERATIONS. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ELEVATION: 1400.873 -- -'"- CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. DATE., 1970 OQROFESS/ON C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL - THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED RIVERSIDE COUNTY DESIGNATION: E-14-70 - D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE �Q�PPd A'M'99�Fy i � AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL INTERSECTION OF RAILROAD CANYON ROAD AND STALE HIGHWAY 77, 122.0 FEET D y c A3PftEPAREnZYMA'fM,+4DASSOCIATESCIVFL:,e"SJEERING LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE cI Z I9SPECIRUH FbtmN7t DRlvE-Suite(D9 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12INCHES ON CENTER, w No,50318 m I.AIceFoRtst.CA92.t30 OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE / 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN ¢ Exp g130/09 a LAY&F99.0870 TO GROUNDCOVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE TOP OF CONCRETE POST E-14-70. # * (947)599 08'70 PLANTED AT 10 FEET ON CENTER; TREES, 20 FEET ON CENTER,COMBINATIONS, 15 FEET ON CENTER.SLOPES OVER 3 FEET 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON sr OIV9B- ��' NAY ERS & ASSQC.IATES IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND 9 ®clvl I OPT CIVI I ENGINEERING INC. UBC,CHAPTER 70. EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANNING•ENGINEERING"SURVE.YING 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE L 6� EGEND: PROPOSED SPOT ELEVA7IR ADJOINING PROPERTIES DURING THE GRADING PROJECT. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE FS OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED CURB AND GUTTER >y� 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON OR RECORD LOCATIONS. THE ON PUBLIC RECORDS, OR OCONTRACTOR SE UISE REQUIRED D AT I TO TAKE DUE ANCE WITH PORTED STREET LIGHT AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN RIGHT OF WAY 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S PROPERTY LINE 156 LOT NUMBER RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES -- i x 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. CONCERNED BEFORE STARTING WORK. ----------- EASEMENT LINE 2.39 STREET GRADE •% I J. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, PROPOSED SLOPE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. -- - ---- -- C WATER METER ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED • - - -605 FINISH CONTOUR ELEV. + _ otN+lHus 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS. BY THE PREPARER OF THESE PLANS. w `� � sHEEt 10 LANE + ------------- LIMITS OF PAD ® AIR CRDI770NER 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. IJ ELECTRIC TRANSFORMER u+ ' OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR INTERCEPTOR DRAIN HANDICAP RAMP ♦ - f * } BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. TO BIDDING FOR CONSTRUCTION. - • 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY -W WATER MAIN � CURB INLET CATCH BASIN _ RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM -S SEWER MAIN ■ SHEET7 ■ a FIRE HYDRANT HIS OPERATIONS,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. - �- ■ _ SHEET - PRIVATE ENGINEER'S NOTE TO CONTRACTOR ---- DRAINAGE SWALE .. 100.0 H.P. BV . a+ az 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL �,- V BACKFLOW VALVE -•-•-.-.-•-•-. --� --�- HIGH POINT OF SWALE � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS - 35. APPROXIMATE DATE OF: OR STRUCTURES SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE azzzzzzzzzz= DEEPENED FOTTING BEGINNING OPERATION: MAY 2007 © AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING 1�6 LOT NO. UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED BLOCK WALL COMPLETION: JHNE-2000 TuNe 2009 TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN (PER SEPARATE PERMIT) i HOUSE PLAN KEY MAP \ ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND DECLARATION OF RESPONSIBLE CHARGE: FOR 36. 0 ROCK TIER IRREDUCI ATE WI AXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR 6'HEIGHT WOODEN FENCE NTS IN FILLS WITH ROADBED AREAS OR 3 FEET OF FINISH GRADES,UNLESS THE LOCATION, MATERIALS,AND NOT SHOWN ON THESE DRAWINGS. PHASE LINE I HEREBY DECLARE'THAT L AM TH E ENGINEER OF WORK FOR THIS PROOECT EFFWfNE 7/17I2008. ?NIT I HAVE EXERT.iSLD RESPONSIBLE' DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. CHARGE OVER THE REVISIONS TO THE SU&3ECT PUNS AS DEFINED:W SE F� LTI 6703 OF THE BUSINS AND PROFESSIONS CODE,AND TMAT �--�� 6'HEIGHT WROUGHT IRON FENCE THE REVISIONS ARE CONSISTENT`WITH CURRENT 5TANOARDS. FESS 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL ,.,.4�0 38. A GRADING PERMIT WILL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. AND WALL WITH GATE I UNDERSTAND'MAT THE C;HFIJC OF PA=ECT-OAAWINGS AND SPECIFIC '@�` OF. LAKE ELSI HOPE IS QgOFiNED•70€-{REVIEW ONLY AND DOES NOT REJEVE.ME,AS ENGINCOR OF WORK, OF MY RESPO S FOR DESIGN. MAYERs & AsSOCIIttEs Gvll�NGIuEERINC Exp. Eq1.yINc. soala 19 SPecrituH FaINTe DRIVE S OTT&609 6/3WOg LA%E Fopa;r, CA 92630 * 1F (949) 599-0670 ARY A.HA R71 9 O1VTt. _�1 WDID 833C300693 �OF 1F� LqAg e @ERVWE NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: OFEssloN PREPARED BY. , ALERTA2El//.�EMdD�GS:DOTS 3/s,F.ea�7 f ry fx ,3 � �a QR q CITY O F LAKE ELSINORE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WIM THE '\S D a �� - TRACT NO. 30494 PA-30B SHEET: ZL T/h108 Rrr--f Uma 136-146 AtIm Rtirtwm AREA t7RAI p -I I - II APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY F� ��„ CIVIL ENGINEERING / 3LoTs 151-154. ceb SNrc:1s3-14 Gc waus OOoF N Es AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No. 2343a LANE)PLANNING TITLE SHEET OF. 1T f1 O 0 4 LANE)SURVEYING 1111 s°oR slices 4 7-Is t I9 Kt� 9 26 c•�E �j��,`'/� L� �/ ' "'z�� � * Exp. 12-31-07 * ONE CORPORATE PARK-STE.101•IRVINE•CALIFORNIA 92606 5 KEN S MALO, R.C.E.NO.&69f5,"7/19 D4 TEL(94499))852-0517 FAX(949)852-9582 •fp,/" srgT �,Y,� /I/XI/ ATRC COMPANY / PRECISE GRADING PLAN FILE N0. TWO WORKING DAYS 6 FOF C1+UE0� �/y/��t_- RCE 23434 S-/k O' 90.0 BEFORE YOU BIG 7 DENNIS D. NELSON LICENSE NO. DATE 1 W.O. FOR: F.B.