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L E G S N D CERTIFICATE BY SOIL ENGINEER E 1 1 . 2 © F E 1 / 2 O F N w 1 / 4 S E C T. i 0 N 2 3 TYPE O.M.P. INLET A PRELIMINARY INVESTIGATION OE TH I CI C SIIBp I v FUTURE PROPERTY LINE S E, SHEET 3 GRADE AS REQUIRED TO 60_'`�"-° •FIN SH GRADE ELEVATION D1 - -'T- q A' DRAIN TO TYPE RED INLET _o WAS CONE AS OUR PROJECT N0 . 71-105-46 DATED JUNE 23, 1971 , CAUT� ON ; C/1UTIO11 FUTU CURB LINE EL E AT I ON ON EXISTING GRADING REVISED NOVEMBER 19, 1971 . -- -r- 55.2 WE HAVE REVIEWED THIS GRADING PLAN AND BELIEVE THAT 'T�EXIST.FIRE HYDRANT EXI NG POLES AND 0 ELEPHONE EXISTING W �AU"t'�®N� _ RT.2�I"CN - ES TO BE MOV OTHERS ?` -,�EX I ST; R HYDRAN LOT PAD ELEVATION ( ROUGH GRADE) IT CONFORMS TO THE RECOMMENDATIONS MADE IN I�_�I 06 7 £ EXISTING SEWEP, MAILL GRADE EXIST i _� 41� OUR REPORT. - - s �� �, EXIST.GV'S LAKE -- nR•l,)/�Fwnv A� � t�7 �, -- - -- WOODWARD GIZIENSKI & ASSOCIATES I N SLOE BANK ; , - _ __ I � �-EX i ST. MANHOLE 7 SID YARD SLOPE - ( SEE "NOTE" NO . I ) BY q f� �ya� EXIST.MANHOLE �, � _ �' �-'`-EXI .MAN LE �� I I TYPE H CURB 11�T LO S J . LEE`, R. E . 14129 ! ' - - H_ ruu rmu TS OF GRADI _ DRIVEWAY LOCATION RICHARD P. WHILE, R . G . 898 -�.. � � � � - 225 ciii ° ' ° ° m � ° I II • 00 ' 4 00 ' •00 ' - 1 • ' 40 . 0 ' 40 . 00 ' 43 .00 ' 1 .50 ' 4$- 081 41 . 50 ' 40 . 0 ' ' c� o -®- • - .40 EAR H DITCH SEE TYPICAL SECTION w v I 1 _ ` 1 5 •OD r-o w z°° N I o _ I °4 PAV D D1 TCH -cSEE TYP I CAL SECTION m N rn o °� �� �A 1 •� PAV 17 fi�RA I'll AGC 11tTCFi Oi`1 6 $ENCifi - o I 0 0 0 0 - 2,4 - r _ SEE TYPICAL SECTION i 00 1 I i _ i o - 0 0 0 ° 5 , o o CD CD 0) uj LIMIT OF GRADING - �oJ I m m °� .,�° CE ® m m m m m I� o <cf-wz „o'I GENERAL NOTES z® - z � I . A PERMIT FROM THE COUNTY ENGINEER WILL BE REQUIRED FOR ANY WORK IN o u) I I m \ THE COUNTY RIGHT w °- a I 00 41 - 00 40 .00 41 . 50 ' 40 . 00 ' 40 . 00 ' 43 . 00 ' 41 . 50 ' 0%0 ' 41 - 50 ' • 0 41 .50 ' 40 . 00 ' 40 . 4 4 ° m oz ? . 10 0 � 1 40 0 ' 411\._ 0 q. �, 0 4 , , (� , �, A n 1 for , r r ^ ' 2• ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PANTED IN ACCORDANCE WITH _ �„ --- SAN DIEGO COUNTY SPECIFICATIONS. a- 1 . 9 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAINTAINING 3t I `L`�O ALL EXiST NG UNDERGROUND UTILITIES DURING CONSTRUCTION. m Y �4 - `��� _--- -- 3 _._.-�.�-_ �is =-=�- CONTACT: S.D.G.&E. 232-14252, EXT. 1658 P.T. & T. C 298-0595 - I - 3® - - _ CARDIFF $ N TATION DISTRICT - ' "' SAN D I EGU TO- IRRIGATION DISTRICT ° - /� c n i +� m m m ,,, ua J - - ` ww 4• A SOILS REPORT MAY EIREQUIRED PRIOR TO ISSUANCE OF A BUiLDING PERMIT. r`' Z `° o - - - "-' '� ® ET z � ar i� o 5. APPROVAL OF THESE ,.P A�lS BY THE COUNTY ENGINEER DOES NOT AUTHORIZE ' `a' `T' `T' t'' dR T I N ° ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER �' �°� `-' �-' - ' MISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. j E� 3 6• ALL GRADING DETAILS WILL -BE IN ACCORDANCE WITH SAN DIEGO COUNTY STD. DWGS•208 AND 209. / Y 7: FINAL LOT PAD GRADE SHALL HAVE MINIMUM SLOPE OF 1 .0% TOWARD STREET. 2 6 � 7. Z 6. 1 8• THE UNDERSIGNED CIV LiENGINEER CERTIFIES THIS GRADING WORK WILL BE ` SUPERVISED IN ACCORDANCE WITH SAN D I EGO COUNTY GRADING ORDINANCE `� , + Z° 3 O 40 00 ' 40 . 00 ` ' ' • t , , ; ° r' o o NO. 2925 (NEW SERI-ES) . ,1 0. 6 0 ^ m Fu 4 • 00 4 4 00 � 40 0 40 . 00 4 • 00 r 9. At BANKS ARE TO BE 1-1/2: 1 SLOPE UNLESS NOTED OTHERWISE. 1 - - - - - - ��''� m �' f ® 0 10• ALL WORK AS SHOWN - THESE PLANS IS TO BE DONE ON THE PROP RTY OF o \� ® \ m m -0 CARDIFF/MALONE CO. XCBPT WHERE A LETTER OF PERMISSION LL D FOR. L N Fy _ ''` f . I I • EXISTING PCLES AND OVERHEAD LINES I N LAKE DRIVE TO BE RELO ATED BY OTHERS. - I2 , ADJUST TOP OF EXISTING NPAIOLES TO F I N[SHED GRADE. \ \, o� R; m ° - P INLET a' tU 13. EXISTING GAS MAIN AND VALVES MAY REQUIRE VERTICAL RELOCATION TO MEET \ - ;� �, a •9 FRCP � " NEW FINISHED GRADE. RELOCATION SHALL BE DONE BY THE SAN DIEGO GAS & 2'7a m �, ° ®� .�✓ ELECTR I� CO. vm. - \ \ 3 g • 40 , t t .� __ �, - \ 0 41 • 00 1 . 50 40 . 0 =� •� � I ��� + 27608 _ �( � A I GHT (4. THE ENGINEER OF DESIGN SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S /\ /. �'> _ FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CON- \ EsT� �Y o TRACT DOCUMENTS NOR SHALL HE BE REQUIRED TO SUPERVISE CONDUCT OF THE _ _ _ WORK OR THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUB- �� Q Lo --+ m /� m ' �, R CK-L1 ED 611CH a CONTRACTORS OR THEIR RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE / �' \\ �, T N - Cu- �" �° �' _ o o t ! E DET L HET 2 JOB SITE OTHER THAN THAT OF THE ENGINEER'S EMPLOYEES. Q I G��O \� -12: TO m m o m O o o „, o ` "}_ 1 �� --- - I ' .1 72.5 15. A PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S DEPT. FOR EXCAVATICN GAS NO m m ® �" WITHIN THE EXISTING COUNTY RIGHT-OF-WAY. m IC. EXISTING WATER MAI MAY REQUIRE VERTICAL RELOCATION. RELOCATION SHALL ��ER�N� Q _ BE DONE BY THE SAN Di EGU I TO IRRIGATION DISTRICT. OSS Q���M ® 4 4 40 . 00' 41 .50' ' 4�• S 40 m O>O� --� . 00 ' 4 0 • 0 ' ADJUST TOP OF EX I S I NG WATER MAIN VALVES TO NEW FINISHED GRADE. VERIFY _ �, �.. EXISTING WATER MAI VALVE LOCATIONS IN THE`'FhltD AND AT ,SAN DIEGUITO GG�G��Q�NG SN�� a _-" IRRIGATION DISTRIC - pFt \ = _ . 18 ALL ROUGH GRADING 0 BE AT A MINIMUM OF 2% TOWARDS DR'FVEWAYS & INTO STREETS. M ' - S f � - - 1.9. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO CONSTRUCT ALL OF THE DRAINAGE (- --- ' FACILITIES AND DRAINAGE APPURTENANCES THAT ARE REQUIRED BY THE SO I CS- AND/OR � 0�® w � _ _ GEOLOGICAL REPORTS FOR THIS PROJECT. THE TIME OF CONSTRUCTION AND METHOD OF _ �' CONSTRUCTION OF,'THESE DRAINAGE FACILITIES AND APPURTENANCES SHALL BE AS DIRECTED BY.THE.-PR JECT SOILS ENGINEER AND/OR GEOLOGIST AND THE PROJECT'S ;. SOIL AND/OR GEOLOGICAL REPORTS. r c / 3' D� IN E OUTLET - 9 ot 6 -@" 00�� BENCH MARK { 1_1/2:J S E E S H E E T 2_ ELEV . 328.430 3'-0" I'-6" " 300 �- CONCRETE BUFFER 0 ATION : SOUTHERLY OF BALOUR DRIVE & SANTA FE DRIVE APPROXIMATE CENTERLINE I,�„ WHERE SHOWN L C PROLONGATION OF BALOUR DRIVE 30' SOUTHERLY OF CENTERLINE SANTA ® AS auiLTS ' 1.5 I FE DRIVE, 2.5 INCHES EASTERLY OF CORNER OF 6' CYCLONE FENCE :.. I.0' 6�i NATURAL GROUND - V 3 t, �► 1-1/2: 1 I� , 611 SCALE : I "-40 ' EXCAVATION 125gOC� C.Y . FILL: 125.000 C.Y. 3 P C C. _ 2.0 LEGEND - CONTINUED: BY rLEV. HOWN 12�, I I/2 I SLOPE Sf� MIN. STD DWG OWNER: THE E.C. MALONE COMPANY ONF PLANS `� . 3PC.C. ' -ROCK SLOPE PROTECTION __ 2136 AVEN I DA DE LA PLAYA DATE : 3" ,P (i C, P A E'D D I T C H E N C I N I, T A S 200-1 ___=D I -=== PHONE 454-7141 FORN I A 92037 ' I .0 MIN. ® � STORM DRAIN 0 N. 6 ' B E N C H " PAVED DRAINAGE D I TCH - E A R T H D I T C H s TYPE 0.M.P. INLET PER STATE SD-75-8 _= =__� LEGAL DESGR i PT I ON: A PORTION OSECTI ON 232 OF E I!2 PRIVATE NO SCALE NO SCALE DIVISION OF HIGHWAYS STD. PLAN OF NW 14 No SCALE � . _ __-- _-_ _ I F DESIGN STRAIGHT HEADWALL 126-1 - - --- ] ENGINEER OF WORK: BILL K. BRAMBLE, R.C.E. 8102 CHARLES W. CHRISTENSEt� ,� ASSOCIATES- CHARLES , _ - W. CHRISTENSEN & ASSOCIATES • g v SANTA FE DRIVE I STORM DRAIN CLEANOUT, TYPE A & G_I 02-I 233 "A" ST. , SUITE 1200 _ 4 X- PROPERTY LINE ° o > ZJOD'± TYPE J INLET 106-1 ❑° SAN D I EGO, CALIFORNI A 92101 PH.232-789 I g i l l K g r a Pn b i e , VARIES `l6 0 PROPOSED CARDIFF o v o �,n z ° i PROPERTIES UNIT N0,3 MODIFIED TYPE J INLET SEE DETAIL SHEET 3_ ❑ SHEET 6 STREET 51 d I�_I �^ - I COUNTY OF SAN DIEGO SHEETS TYPE H CURB INLET MIN SETBACK LINE v ® CARDIFF PROPERTIES SEE. DETAIL SHEET 3- LEVEL TOP PAD CA R D I F F UNIT NO. 4 PIPE COLLAR n - - - -- G R A D I N G P L A N S F O R ELEVATION SHOWN ON PLAN BY THE SEA STORM DRAIN CLEANOUT TYPE G 103-I 1 I - 1 /2: 1 UNLESS CARDIFF PROPERTIES U VAR I E OTHERWISE NOTED STANDARD DRAINAGE OUTLET 123 - N I T N 0 N _ L`0 C A T I 0 N MAP REVISIONS PRIOR TO COUNTY APPROVAL " � ELEVATION SHOWN NOT TO SCALE DESCRIPTION Br BATE" h CAL . COORD. *INDEX - -J I ON PLAN RSV. LOTtIh(ES-LOTS 25 ,252, Me 101772 NO. . 5� 2 -- 317 1688 T. M. 2889-4 I Ev _L.O= PAID? 'ELEV:5 L.S 11-14-72 EfZ hL0 T PLAN APPROVED : ENGINEER OF WORK : Ji.M• TAYLOR _� % `� �C. E . 810 fi Avow -c Ross Guvei? Mg ,-1�7' GI N E E R TYPICAL GRADING S E C T I 0yN � `. No. DATE RE "' ' , ReN III LOT Pao 1`uMvs V 1�i ON APPROVAL 265-266 2-i1-Z72 AW (2-26--12 BY NOT TO SCALE GRADING PERMIT NO . : L-6460 i CHARLES W. CHR I STENSEN & ASSOCIATES A-62142-4 DATE : MAY 15 1976 ICOFILF&D 'N ON\ ........... j a e ............ N �c- .............. % tP 011 v . ........ ? 's ......................... ....... T' j %......... S ............ S E ...... ............ .......... S E r........... ....... ........... f _j A "N Itk R�(N A J �6, 75 e/S ' 77 78 27 e75 280 ................4...... .... . .......... _j Lij V 1 1 M ........... v LLJ .................................1; . ............ CE3 cn 00 .......... ................. -4 ch %�j >< ............ V-- T-j .............. t-7 co r _j LLJ 41, 2 40-0 CD A vv CD co 9 1..4 Lo 40 40 U_ M.- 40 ......... 3.7 LD CD ui cc Lo. cu a "T U3 0"'R T Lu W. LTI V 777 CID (D `7 CD IDA-` D 31 LD -I A. ............ 1............ 4 0 01? 4 7 r s F u rk ....................... J) . ....... BD . .......... 4 7777!�� Db .4 0"T A C- .......... ............ .......... ........... ........... M)TS- .......... ...... �OF .. .............. .......... .. ................- ........... ................ ...... ...... .......... ................. ................. C OR ...........r3v,PC .. . ....... T E%,.,9-UF E Qf,l C R.............. CL zsl. 3 3 6 ............. OWN E-A s-fl 4 Vb A co 4, I Ov CONC B E N-...;-.0 K R PFNE BUt F E ................. T "14 u PC & SANTA E' TE M A R . ......... (D- 14-71, Ar UN' 94T OOR P41 7 0 .. ........ ............. . ....... ........... p R P.Gc ct 0 ENTLROOE PROLONGATION OF "84LOU CF CENTERLINE SANTA 11.E .......... .. .............. DRIVE 3O'-,SWTHERLY;e ................... AT. ........ 'H(2 D E END OF YCLONE FENCE x (it DR.I.-VE, 2.5 INCHES:::'EASTERLY OF CORNER OF . .......... . .......... G BU I L7S Al p -&Z T ? -N 0 t E C S C A E t" -'40 1 T BY S� 3A 7�- �4 D m Lo ov 'D P� -R S E OF F'I N I SH,ED GRADE L I NE 2.25 21 2.25 '7 2'::(;11 rq, OF I tit I CREOSOTED ........ ...... TOTAL=' 0 TO BE ATE : O 01, EQJ I AL.' THE 'AT ONS POLES 4 C1F IC 10' ', F I N I SHED '0 LB, Lo AVF.ROCK DIA. lQR 'TO COI IONS P11 L -PLACED VWD NTY TPPRO RANDOt,1IJ py I nA GETWEl' & 10' FROM iNLE.T 2 so,261,30 1, W I I H MUt SPACE 4" OF 3/4" MINIMUM, -EgORIPTION 4 ........... M6 10-rvf 2 7- L P PCC FOUNDATION F PLT-P MATERIAL POLI � 2 ........... %. . ......... LOT PAD ELEVS L,!� 1,1-14--72 W L PL -r PLAN L 6 4 0 iA '400co cgosb G me 11-17-71 0 F T r 1AA,4" OF r R b C K p ...... RIF FILT -IMATT F I i - P��*,AW %".�forSAc -�3- �"l V TO 5 1 73 A T w 0 on R c AT 2 0 F 6 SHEETS lss� NT S L 61 T t H NOT T,) Rty - T. CALE LE 0 0 q7 -------- ---- -- MAY 15 1975 f K t R N FIIt�f 1IF Itl( 1: r (I 1 tt - 4 ;- nELTA oa COURSL IiLM RADIUS HEARING LENGTH ., I - D i 2►� I N RCP 45 . 00 89--40 -56 70 . 44 r .;. _. __ V. - D 2 3Cl _. _ - _ __ __- _- _ _ _ _ _ 0- 23- 17E 34. 26 P r_ _ _ _ 24 I N RC ( EE NOTE L:) TOTAL r� _ S - - - - D 3 I I N RCP 91 -28-33 - d � I - - _ - --- -- €� 30. 00 " 47 .90 _ - - - --- -- - - -- - --- - - D 4 S89 36-44E - - - . -- -- - _ 104, 54 _ - �• __ - .. - .. ._ - - -. - - 1 -Lu - - - - - - D 5 N88- 14-29E I 1 8 .82 --- - --- -- - sue_ - - - 89 44 I'9E 58. 50 -- -- - _ ._ _ __,_ _. . 7 - - -- - - - -- - - -= - -- - -- - - _ - - - -- - - - - -- --- -- 18 IN RCP (SEE NOTE ) TOTAL 329- 76- -- - -- -- - - - - 34 - - -- -- -- - - -- -- -- - -- - - - -- - - - - _1_= _ - - - -- -- -- -- _ -- Rey ELI HER NOTES: I . FOR PIPE DIAMETERS EQUAL TO OR LESS THAN 36" INSIDE DIAMETER, z ASBESTOS CEMENT PIPE (A.C.P. ) MAY BE USED IN LIEU OF z.g t REINFORCED CONCRETE PIPE (R.C.P. ) FOR STOW DRAIN SYSTEMS. ASBESTOS CEMENT PIPE AS USED FOR STORM DRAIN Q V)w SYSTEMS SHALL BE JOHNS-MANVILLE TRANSITE STORM DRAIN tl tt OR EQUAL AND SHALL HAVE THE FOLLOWING PIPE STRENGTHS: �- 24.5 ' V w � M RCP PIPE STRENGTH EQUIVALENT ACP PIPE STRENGTH tz 256 1350-D 2000-D(CLASS III ) CD ~ 2. THE CONTRACTOR SHALL UNCOVER EXISTING SEWER MAINS AND SEWER � 28' 2 � cai I 3 LATERALS, TELEPHONE AND ELECTRIC CONDUITS, WATER MAINS AND WATER SERVICES, GAS MAINS, CABLE TV, FIRE ALARM AND OTHER 7 255 246 2S - _ _ EXISTING UTILITIES AT LEAST TWO HUNDRED (200) FEET IN 561 � z Z Z I z ADVANCE OF TRENCHING OPERATIONS TO PERMIT GRADE OR ALIGN- cv cn . ._ MENT CHANGES. t 277 � ___. a z �— ° 284 Y 12' w 247. w �z o 0� Iw �z_ `�' wa z o0 0 Ln > N "' 248 f 1 278 0 �� °m Uw 283 J v a 253 I 4+67.40 GTR.TYPE H I O, � OPENING CURB INLET I ' =28+ 11 .45 LAKE DR. 321� 5+25.90 CTR. TYPE O.M.P. �j '�' INLET = 28+11 .45(LAKE t _ _ =DS= -D 'I DR. ) 26.75' LEFT OF CTR. z PLUS /�- —D4_7= = = — _ = WITH OPENING ON N' LY & a 279 �p� ( -- 3+ ,58 CTR.TYPE _ i E' LY SIDES J I PJ IT 249 y 30' 30' `'' ° + 252 DRAI NAGE EASEMENT) \ z = 282 . 1 STORM DRAIN BC GRANTED ON MAP C , — c� -- 10' WIDE MIN. '-� 280 � M W V) ° W TYPE1H CURB INLET ' C I =, -+ C 281 1+61 -88 o I 250 ''�; o° Bt , u �p0 -\� I 251 �-o A I__ STORM DRAIN EC L� w °w o Lo z rY Q '7\\\\� 280 I \ i< I u- C3 O tt. t 5' 323 t ( F-w z SCALE; IJ;L40 ( uj --10' DRAINAGE EASEMENT - �,_11u tUj z ,, X V)a- � u, 1011X151 ROCK SLOPE PROTECTION-----) K-LINED SUBDIVISION BOUNDARY o°o AVE 'ROCK VOL.= 3/4 CU.FT. DITCH- SEE DETA I L BELOW -STRAIGHT HEADWALL ' & 0+91 .44 DRAIN BC o o AVE. ROCK WT. = 100 LBS. �c, �z °N AS BU ILTS h P O R T I O N S W 1 / 4 S E C T. 1 0 ' N 2 3 cow o /--- INVERT ELEVATION z o = SHOWN ON PLAN v1,�-� D�J FINI HED GRADE LINE 2 2 ' 2.25' FINISHED GRADE LINE w°Cl-a BY : r 1-I/2: I DATE : 1-1/2: 1) _ OCK DIA - "' - AVE, ROCK VOL..= 1/2 CU.FT. = COUNTY APPROVED CHANGES BENCH MARK P 7 0- 14 7 \ AVE. ROCK WT. = 60 LBS. _ �. No. Description Approved by Date " 3 L L E T S Description: II2 STEEL PIN S H 'E E 1 O F L J { i iidolll�t�! 4" OF 3/4" MAX. FILTER MATERIAL '\ �''� / Location:JO Bi,LOUR DR & SANTA FE DR APPROX C/L OF PROLONGATION OF BALOUR MA`f 1, 5 197 \ . ..: . .. ...:::. .. . .::% A-6�42-4 G . F . N O L - 64 G 0 DR 30 FT S/0 SANTA FE OR 2.5 IN E/0 6 FT CYCLONE FENCE. 1 .5'MINIMUM Record From: COUNTY OF SAN DIEGO VERTICAL CONTROL BOOK Elev: 328..430 Datum: – U.S.C. & G.S. DETAIL - ROCK DITCH NOT TO SCALE . EUGENE DIETZGEN CO. - - -- - - - - --- - - -- - _ - - __ -- --- --- --- - -' -- - -- - --- -- --- - - - - - - -- -- - -- - - - -- - -- -- -- =_- _ - - - _ -- - - -- -- - -- -_.__ - - - -= -- -- - - - - --, -- - - - -- - - - -- - - - - _- -- - -- _ - - -- - - - -- - - - - -- -- E I T E M OR , LENGTH --- - - - - R S - - ---_ - - - - --- -- -- - - - - -- - - _ R A - _- - -- - --- --- - -- - -- - - -- -- -- --- -" - - - - - - - -- - -- - -- - -- -- D U S - - - - - - - - 4 .- _I _----- - , - _. - . -- _ - - _ - - - - - --- EAR G - - - - - - - - __ _ --- - - - --- - -- - - - - - - - - - -- - _ ---_ -- - - _ - -- - - - -- - -- - - - - - - - --_ -- - - - - -- - --- : -- - - -- - -- - - - _ --$- --_ -- -- -- - - - - - - - -- _ __ D I -- I N RCP S 2-5>�-52E 27 . 59 ---- .-- - - -- - -- - - -- a- -- -- - -- - - - --- -- -- -- - - - - - - -- - - - ------►---------------------------------------------------- - - -- --- - - - - - - - -- -- - - - - - -- - - - - - - - -- - -- - -'- - - - -- - - - - -- -- -- — _ 1 _ _:_ - - _: - - - - -- -- - - - _-- >�8 I N RC P -- - _-. .._ - -- - _ --- - -- -- _ -- - -- -- - - - - =tr+ __ -- - - - - - t - - - - -- -_ _ -- - - "- - - - - T CTA L 27 . 59 - -- - - -- - - - _ - -- - - _. _ _ -- --- - + - - - - - - - - -- -- -- - - -- - - _ - - -- -.- - -- - - =- - - -- - - - - - - - --- - - - -- - - -- - __ _ . __ _ _ _ __ _ - " , - -- _ _ - _ _ __ 30 _ -- - - - # ( _ --__ D 5 I N RCP ------------------- 15 - - - - - -- --- - -------------------------------- - -- - - - --- --- - - - - - - - - -- ---- - - _ - - - -- - -- - -- - - --- - I # . - -_ _ _ - -- - _ - _ --- - _ -- - P (SEE NOTE 2) TOTAL 132 . 15 - 30 IN RC -- - _ -_ - - - -- _.. -_ - __ _ _- -_- -_ _-- _ - , r -- - - - - _ - -- - - - - - - - - - -- -- -_- - - - - - -- --- - -=- - - - _-_ - _ _ - _ ; # _ __ _ - ==9=#_-_ -- - - - -- D 2 18 I N RCP - - - - - - - - - _ - --- __ -- -- - - -i 1 13 _ - -- - - _ - t _ _ - - - - - - - - -- -- N63-51-58E 300 . 00 T. 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