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HomeMy WebLinkAboutLot 1-2,13-14 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA, CALIFORNIA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 93-04. ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. PRECISE GRADING PLANS STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. -- TRACTNO , NOS , 1 - 2y13 14 PHASE 3 NORTHWIND BOOK ). , 3. MAXIMUM CUT AND FILL SLOPE - 2: 1 . PRIVATE ENGINEERS NOTE TO CONTRACTOR 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5' HIGH. OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5, o PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. ��� TEMECULA AY CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION TRACT NO, 23371- 11 PAR]< S I TE SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. tip' �- IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S SITE `' ��, WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF qp J ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR F� ��s t}- � � CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �3 ,�-� �6 F�Jf � COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. �► 7 N ��,N COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS, r ���' ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. CALIFORNIA ,�1 ,j �� 9 S r F33 r THAT CONTINUOUSLY THE CONTRACTOR TSHALL I DEFENDMITED . INDEMNIFY NORMAL wOANDNHOLDURHE AND R 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 0 �� �TF,Q ISI 5I r J r ,� E OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. �0 q'pCq .� � � O 65 C39, J_ J J7��(� '� ITH THE PERLIABORMANCEROFLOR WORKAONETHDIS PROJOCNECEX�EPwION FOR LIABILITY RANCHO �r�. Q. �� F,f. 63 �- 9 b 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF q� OO l �7t RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON 8� ASSOC. DATED 15 �Q` ^ � 6-7 6 7� 7 7 7cel I 7 THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30, 1998 AND AS GRADED REPORT OF FINE GRADING AND EROSION QL� 3 6 V 74 � I c3- UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY REPAIR DATED NOVEMBER 2, 1998 PROJECT #11960056-026 FOR TR NO. 23371-9&10 TEMECULA Gj� 27 J l 7� � A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER AND DECEMBER 23, 1998 PROJECT # 11960056-031 FOR TR N0. 23371 -11 . TWO SETS 7► I y �)� r�5 OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING N'T"g' �, � S 28 � 7'� II � 7` `)4 ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS c) -� AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE 04 -9, 9 112 --� C) 95 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. VICINITY MAP 6 ",A �� 1� ~) ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR 5 3 0 3 9 < 9 7 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 17 1 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 4 7O MEADOWBROOK WAY �� �l DAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING $TRACT NO, 23371- 10 6 SITE �0 23 � �� �� PERMIT FINAL INSPECTION FOR EACH LOT. � 1g � � � PHONE: (909 ) 694-6411 5 tir p � 4 �� 1 2 TRACT ND _ ----------------- LEGENDTOP OF WALL ----------------------------------------------------••------------------------------. TW 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 6 13 09C INDEX M A P SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM SS 7 2 1 "=200` BOTTOM OF WALL ________________________________________________________________________________ BW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 8 7 �. $ 11 ��� -'' TOP OF CURB ELEVATION ................................................... ----•------------ TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. S 6 4 �' � �, ��. ,- PAD ELEVATION -------------------------------------------•-----•---•---------------------------- PE 3 oG 10 P� 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 1 3 �` �G� -' FINISHED FLOOR ELEVATION .............................._................................... FF 26 4 3 2 2 ��� FINISHED GRADE ELEVATION FG MATERIAL -......._.. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. 6 5 10 9 1 HIGH POINT HP THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL I 712 11 BERKSHIRE TOP SLOPE ..................................................._____...................._........... TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 8 141 REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 27 30 LANE GOLF COURSE FLOW LINE 9 2O 21 2 TOP OF GRATE ELEVATION -----------------------------•-----......--------------------------. TG 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF2 3 28 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 10 19 21 2 2 4 --"' GARAGE FINISH FLOOR ELEVATION __________________________________________________________ GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 1118 1g 52 31 32 EXISTING ELEVATION ................................................I..............--------- (91.70) PROPERTIES. 18 15 16 17 27 12 33 FIRE HYDRANT LOCATION ....................... 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 13 34 STREET LIGHT _________________________________________________________________________________ a--3 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 14 p 4 4$ DIRECTION OF DRAINAGE FLOW ....................... FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 17 5 2 1 4 7 3 5 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 15 16 55 54 q 5 4 342 RETAINING WALL (BY SEPARATE PERMIT) ________________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. 53 - 41 40 36 o APPROXIMATE LOCATION OF ELECTRIC METER ________________________________________ - D Uj 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- 37 z w Q SEWER LATERAL LOCATION ___________________________________________________________________ D TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE a W _ ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 38 © �- o WATER LATERAL AND WATER METER LOCATION _________________________________________ 0 VERTICAL HEIGHT. 39 ac �'L ac � �,-, ELECTRICAL TRANSFORMER -----------------------------------------------------------•-•-•---- U p 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING r- a �c� 5' MIN. L 3 MIN. w �z POWER LINE AND HANDHOLES ________________________________________________________________ El PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE l CC L i T ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN TRACT NO. 23371-9 �� ca zo oW TELEPHONE SERVICE ..__________________________________________________________________________ ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE r TRACT �ID � 2� 7I � o0 3 MIN. 1 U vo GRATE _______________________________________________________________________________________________ ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 5 9 2�. N11N �J� � � r�J��E PARX 2/, MAX• AIR VALVE------------------------------•---•-------... ------------------------------------------- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 60 AM1N, TELEVISION PLATFORM _________________________________________________________________________ ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. ��% Y4k SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 61 GRADED BACKWATER VALVE ------------------------------------------------------------------------------ Q SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION LOT FG. THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON , GRADED 6'MIN• AC LOCATION _____________________________________________________________________________________ CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 63 LOT FG. GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. • CHAPTER 10.R. 64 rA N GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND 20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 6 NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 4, PER FOOT FOR A MINIMUM OF 3 FEET. 6 IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE6 7 RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. �N BACK OF SDWLK ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD b PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG _ -~+ ER PLAN _ �'�--- �^ � NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE _---�-, z PERMIT PURPOSES ONLY AND ARE NOT To BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE --^_- � . CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. R/W NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY2 3 INDICATES LOT NUMBER 4 15 60 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ti�' HP FF=100.0 FF=100.0 FF=100.0 INDICATES FINISHED FLOOR ELEV. CURB PE=99.3 PE-99.3 INDICATES PAD ELEV. ��\- PLAN 1 PE=99.3 - - " 2 3 / INDICATES BUILDING TYPE FS PER PLAN 12.0% z ' 77 F MAX ' ER PLAN `' M1N• 3' MIN. F p MIN. 1/. MIN. LAN FG DEEPENED FOOTING P R PLAN AS REQUIRED.DIG o Q �"' UTILITY SERVICE POINT 4 in39 10'MIN (TYP) RIGHT OF WAY ALERT TM TYPICAL LOT GRADING DETAIL CALL NOT TO SCALE N EXIST. CURB AND GUTTER LD99- 157 GR BEFORE YOU DIG! BUILDING FOOTPRINTS K ENGINEERING COMPANY 1400-227-2600 UNDERGROUND SERVICE ALERT r■®®®� Riverside, NOT TO SCALE ►���g�W n cavo Avenue Callat least 2 workin days prior to excavating. Cotte ioo 9 y p 9 +���_"� Co I t fore t o 92507 (909) 782-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: QQ(f SSI Designed by Drawn by Checked by _l EH EH EMR RECOMMENDED BY: DATE: Drawing No. COUNTY OF RIVERSIDE B.M. T-29-81 Q�' ICHEL CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2' BRASS DISK IN CONCRETE CYLINDER, Horizontal Z 3�� % Plans Prepared Under Supervision Of Contractor IN THE N-W. CORNER OF THE INTERSECTION OF RANCHO CALIFORNIA RD. WITH MARGARITA w NO. 46804 z ACCEPTED BY: DATE: vn/v RD. 1.0' EAST OF A 7.O',C.L. FENCE, 40' NORTH 1'=200' Exp.6-30-03 Date RONALD J. PARKS PRECISE GRADING PLANS Inspector OF P.P. (NO NUMBER), 94 NORTH OF THE CENTER - LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS �_ TRACT NO. 23371-9 LOTS 1-2 & 13- 14 WITNESS POST 1.0 WEST OF MONUMENT. J� Cl v 1%, - Date Cmp it'd _ _ N/A 4 OF OA�,FR.C.E. No. 46804 6-30-03 _ _ $�� -1 ; N O R T H W I N D PHASE 3 ELEVAT IONS I 128.410 (ADJ. �! 13 82) Expires R.C.E. NO. p • 19744 Expires 9 30 01 Sheet 1 of 2 g:\d_13212\212PGD57.dgn PLOT DATE:07-SEP-1999 JN 13212 LA SEREN A WAY I ' 1177.7 FG . 1178.3 FG 1178.8 FG ru 181 A IW_ EXIST RETAINING WALL 0 0" 1.8:1 SLOPE M rn 1.8:1 SLOPE N ' N z ' z U U Q Q fr � 45.00' 07.3 1 00.6 49. 07.3 FG 06.8 49.00 06.8 06.8 45.00 0� 06.2 51.00 06.2 05.8 45.40 05.8 04.5 50.00 04,5 02.6 N 49.09 02.6 0 _ _ FG F G F G 0, FG _ _ TM _ FG ►� 06.5 FG FG FG FG FG _ � FG FG FG � HP ~06.5 �Q �-- 05.5 °° - - - ----.� r� w- in 04.2 \&j.3 HP _ _ o HP °D �,� ,,� 99.3 .o 4*4 �r- I o I HP I N HP I HP \ TF � 06.7 06.7 I \� I 06.2 I � 05.9 o I 85.2 I 03.8 03.8 - ~" FL I 06.2 - I o HP o 05.2 02.0 0( FL r FL FL FL FL ' FL FL i 02.0 FL 5.0' � 06.1 � 0� - 04.3 FL 4 5.0 06.2 .� � � FL � 5.4 / PE=1207.3 3 FL 2 FL FF=1208.0 = _ PE=1206.8 05.6 2 04.3 9 q 1 PE_1207.3 PE_1206.8 i r FF=1207.5 FL 5.5' PE-1205.8 ' FG - 3 PE=1202.6 I 200.0 o I FF 1208.0 6,0FF 1207.5 I i 5.0' 1 A 5.0' i 1 I FF-1206.5 _I I PE_1204.5 5.0, r FF=1203.3 5.0- FL C) 1 B oI 3 C R 5.0' ' PE=2O� s.o 1C 7.0' FF 1305.2 1 A 6.0' .- o FF-1206.9 o 01.6 2AR o FL 77 M I GF=1206.2 I GF=1204.5 GF=1202.6 I 041 7 GF=1200.6 rn GF=1207.3 :. _ GF=1206.8 , GF=1206.8 7.5' _ - + 05.7 05.2 GF 1205.8 ' I 01.4 I 99.6 I 06.1 06 I I FL 05.6 i 1 05.6 I FL i 04.6 i 03 3 i FL FL FL FL FL FL 05.5 I 05.1 FL 04.5 FL I FL 01.3 i 9 FL FL 83.3 9.3 TF FL Ln Ln .11-Z I cn LID V1U- t� ' tA � t� v' Ln F L F L cr, c„ LL \ a0 U- L� Li ' c0 p LL L� NLL oC) l0 Lf7 LC) n; j` rn c: N u7 O O N as 1 CD �- O r N . 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I 05.3 8 6.0 FF=1204.0 FF=1202.1 5.0- PE=1207.2 6'S' 1 06.1 2C 06.1 5.0' 2 5 6'S' FF=1206.5 -mWFF=1206.0 R I - F�F=1207.9 I FL I I _ 1 36 04.7 2AR o4.7 2 C I 3RA 3 A R 06.6 � FL FF=1207.4 05.1 I FL FL � 02.6 02.7 I 1 1201.0 FL � � 1CR FL 05.1 � ' FL FL FG FL 06.5 I -- - - 06.1 I I ` ' \ I I 06.4 I FL 06.1 I I - - 15. - '� F (FL06.9 +� FL I 0 0 FL 0(HP I 05.5 I L Fl cr • o I +, ►� �, 01) 06.4 �_ - - .�� . ,n :03.;cr; •-- 07.2 07.2 07.2 07.2 06.7 -- �: �; Ui 03.3 _ �1 HP 03.3 01 4� ""` FG " FG FG FG FG cr 06.7 05.8 N 05.8 �' 05.3 05.3 FG FG `---' 01.1 SCALE: r_ r � � ,� � �. � � G FG FG FG FG HP F 20 0 20 40 L CAUTION: - -- --. -- -- . z C� �, a z . :., - r� r- EXACT LOCATION OF EXISTING o � o © m M I LTJ co N ' N N o a UNDERGROUND FACILITIES IS p o � o W UNKNOWN. CONTRACTOR TO z 1 z VERIFY IN FIELD. � 2:1 SLOPE DIG U U ALERT TM „` 50.10' 32.94' '-' . 16.37 CALL 35.75, BEFORELD YOU DIG! � � •78 50.00' 50.50' 99- 157 GR Ln 48.84 1-800-227-2600 � � ► RICK IENGDEMNG COMPANY �'AHMN 3050 Chtcogo Avenue UNDERGROUND SERVICE ALERT sutra goo AMEN R 1 vers i Co. gnat least 2 working days prior to excavating. 0'��'� Cal tfornta 92507 c4ost 7ee-0707 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: - � CONSTRUCTION RECORD SCALE Q�Essi Designed by Drawn by Checked by / ACHE EH/EMR EH EMR RECOMMENDED BY: DATE: S► Drawing No. M c q CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizontal �; 3Q� �: ?� Plans Prepared Under Supervision Of �► o No. 46804 �` p /f SEE SHEET N0. 1 1'=20' z 7D ACCEPTED BY: DATE: flo Inspector Exp.6-3°-03 Date ����_ RONALD J. PARKS PRECISE GRADING PLANS DWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TR NO. 23371-9 LOTS 1-2 1 Vertical & 3 14 Date CmpFt'd s�4r ��v��" p��`p - � �_= F ° 46804 Expires 6-30-03 ��-- NORTHWIND PHASE 3 N/A �' CA,-\I R.C.E. No. R.C.E. No. 19744 Expires 9-30-01 `� �"� Sheet 2 of 2 , . g:\d-13212\212PGD58.dgn PLOT DATE:07-SEP-1999 JN 13212