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7085 - GENERAL NOTES: TRACT 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE COUNTY OF SAN DIISGO 2 3 2 APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD PURPOSES. 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO NOTES FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHEREAPPL ICABL E. FINAL CURB GRADE ELEVATIONS I. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE MAY REQUIRE CHANGES IN THESE PLANS. SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL SOLELY RESPONSIBLE THEREOF. W ORK TO BE DONE ' SITE. 4. A. CONSTRUCTION, EXCAVATION OR ENCROACHMENT PERMIT FROM THE DIRECTOR OF P4184-1C WORKS WILL BE THE IMPROVEMENTS, CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING REQUIRED FOR ANY WORK IN THE COUNTY RIGHT -OF -WAY. TO THESE PLANS AND SPECIFICATIONS, THE CURRENT COUNTY STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND THE REGIONAL DRAWINGS. 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL PLANTED /N ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. ICATIONS. 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE FOLLOWING AGENCIES: SANDIEGOGAS &ELECTRIC: 235 -6323 LEGEND � PACIFIC TELEPHONE: 298 -0595 • CATV: 755- 9361 SEWER: LEUCADIA 753-0155 WATER: OLIVENHAIN 753-6466 SLOPES (2:1 MAXIMUM) 7. A SOILS REPORT MAY BE REQUIRED PRIOR TO THE EXISTING CONTOUR LINE - - - -- 300 -__ -_ ISSUANCE OF A BUILDING PERMIT. 8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF PU8L /G FINISH CONTOUR LINE 315 " RK5 DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNERS PERMIS- 0 SION HAS BEEN OBTAINED AND A VALID GRADING PERMIT EXISTING SPOT ELEVATION ` ���' \ti HAS BEEN ISSUED. �` 9. THEDIRECTOROF PUBLIG WORK'S APPROVAL OF THESE FINISH SPOT ELEVATION PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE DIRECTION OF FLOW PLACED ON THE AREA COVERED BY THESE PLANS. NO WAIVER OF THE GRADING ORDINANCE REQUIREMENTS PAD - 318 . 0 CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS FINISH PAD ELEVATION MADE OR IMPLIED (SECTIONS 87.403 & 87410). ANY SUCH WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF L UER. LOT NUMBER 21 10. ALL OPERATIONS CONDUCTED ON THE PREMISES,- INCLUDING THE WARMING - � TORE OR RUNNING OF TRUCKS, EA SU BOUNDARY , CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EXISTING PC.C. SIDEWALK —'� -' " GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7 :00 a.m. AND 6 :00 p.m. EACH DAY, MONDAY BROW DITCH (LINED) SEE DETAIL SHEET 3 THROUGH SATURDAY, AND NO EARTHMOVING OR GRADfNG OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYS OR HOLIDAYS. MASONRY RETAINING WALL f-SEE DETAIL - SHT, 4). 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING II II PEG, STD. D-7 TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM TYPE F CATCH BASIN . - - -- CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. TYPE "E" INLET . PEG. 5T D. D -6 r 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE . +_ APPROVAL OF THESE GRADING PLANS, THE PERM/TTEE IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE-' ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON ` LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER t ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUND TION L EGAL DESCRIPTION PUBLIOORPRI VATEPROPERTYW ITHOUTSUPPORTNGTAND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, A RESUBDIVISI ON OF LOT 10 ACCORDING TO MAP NO. 8526 EROSION, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR 1 SITE ADDRESS ' CORRECTION O ADJ A C ENT ER /TY,TED IMPROVEMENTS WHICH EAST OF VILLAGE PARK WAY, BETWEEN GLEN ARBOR DRIVE 13. SLOPE RATIOS: AND MOUNTAIN VISTA. ►� CUT - V FOR MINOR SLOPES,- 2:1 FOR MAJOR SLOPES 40 cc�i FILL -2 :1 Slopes Deviating From The Above Will Require Approval Of The Director Of Pbbc wo�K F.. A � SITE LOCATION S After OWNER AND PE R M I T T E E ' coo LN rRE EN �r Review Of A Report From A Soils Engineer. N .�AIN VISTA RA EXCAVATION: 25, E Ma , ¢ ; 933 C. Y. F/L L: -, 20, 489 CHRISTOPHER HOMES a i A SEP11R4,7& MUSr&e 0Br41A1EE�rW UlfSTE OR /MPoRr s1REA. ADDRESS: 19700 FAIRCHILD SUITE 140 SITE d �� c SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCESARE , ? DRIVE /RV /NE CA 92715 E CINITAS N P �t DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING 2 OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND PHONE (714) 9SS 0 4 /O O B y THEPERM /TTEEWILLNOTIFYTHEDIRECTOROF Pv8c,,,,, 0 Mo VNTq IN t p. 2 �� OF THE DISCOVERY. GRADING OPERATIONS WILL NOT 4 q% L m� 2 WILL UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THEDIRECTOROF R/QuC WORKt TOOQSO. SOILS ENGINEERS CERTIFICATE a 9'O 14. ALL GRADING DETAILS WILL BE IN ACCORDANCE THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED CE WITH SAN DIEGO COUNTY STANDARD DRAWINGS DS -8, AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS ' DS -10, DS -11, D -75. AS OUTLINED IN OUR SOILS REPORT FOR THIS SUBDIVISION DATED JUNE i, 1976 LOCATION PLAN VICINITY MAP RL ANS RRERARE'D BY NOT TO SCALE NOT TO SCALE , WOQDWARD CLYDE CONSULTANTS CRAIG, BULTHUIS NOTHOM� BY ���� // RCE 0 / 9 9'z DATE /! zo e� ' 2611 Adams Ave. — Son Diego, CA 9216 NOTE FIELD COM1 TEST /N(, OF THIS R1?0,_1EC7" /JUR/NG WO No. 172S GRAD /NG WXS /DONE .BY• SdN 17/E60 SOILS ENG /NEERGUG. /NC. 4B9/ MERCURY STREET PRIVATE CONTRACT v tS,4N /J /EGO, 04L /POR FD EPA RTMENT N /A 92/// PERMITS HE COUNTY OF SAN DIEGO THIS GRADING PLAN HAS PRESERVED A MINIMUM OF 100 SQUARE REZONE PERMIT NO. X/0", OF PUBLIC WORKS - sleExs- GRADING PLANS FOR: �. FEET OF SOLAR ACCESS FOR EACH DWELLING UNIT. MAJOR USE PERMIT NO. POO -118 APPD. 3/20/81 TENTATIVEMAPNO. TM4232 APPD. 3/20/81 COUNTY OF SAN DIEGO - �AS,gI/ /LT COUNTY APPROVED CHANGES �niCH MARK TRACT N0. 4232-1 �, O�dpi•• — - -- - - - - -- - -- CALIFOMIA COORDINATE INDEX 326 -1695 Appendby BY � � � 1 RCE J3 DATE Oc f ?9, I �y -3 B r G � i RCE9 /36 AJ GU /LT C.a N. G �L DESCRMRIONi Apprwm. '11.j. M..•, E�.�... of wok S / ?/y/ - V2' IRON PIN IN CONC. STEEL POST OC -0072 AA3, C3ULTNU /S I• M'JTHOM6 DIRECTOR OF PUBLIC WORKS A , GATE .��4�/BG LOCATION: 0.5 MI. RUN N•LY ALONG RHO SANTA FE ND / R. E. -:11 ACRO55 FROM P'P114552r 1e RECOROFROM• } COUNTY BENCH LcVeLS ELEVATION; 129,77 e A IM; USC t CS - /D -7)�'; �.� 5 9 - Do• PwmN No. - !! FILE N0:'' 4 1 , -r F74LD Y &a/FY Acc wAU- Py'401 1 /N F /&40 AT s • ! .L'' , . , a �, � ' / 9 .\ \ T/ME OF CONsTAdIII OONI f1PPBoy, 3p3 t,•F, of PET 'WftL v 1 A L ` ` OAR ?Yi, sec, Sr/ow�l -0xl `(rte 4!fr' f srrn I o •(• c m uu" ` . 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C a: ...._., -.`. , , a bf. � . �' / ,. .sir '\ / � _� ,''�• - // /". r '• >/ _ i '7/ q1' �� :n J 4 ;,� 9?. \ r O ,/ • r' C J° �, t � pS S x ` \ \! �-' \/ > tll u e - _ _ ' /'' %�- , C.cW T • % - , ?_ • �` Tr � \ O \VP 5'({f `�. _ � .� J `�.r r „�. 3, �. _ �.j' �� � q'I ��, "�\\ � _ h - - - �'7 y u r , n L IS i AY t/ • � �// � � a •' to �e 4� J� , � . \ \ \\ O %i /� � i9 ' �_ S/fl pLL / � >> Q' "�' dl{ � f h" ' t7f a \� `V`•�„� 4x + —� V J •�r. \ i X r 4 ' C 1 /LANs PRNAREO BY AI6t' �, 2 � � '� e Y / ` , " •'; 8 CR, HULTHUIS $ NOTSQ]atH E y1 ••stag arwYtaq 297- y % � - ✓ ` R 5 r , 411 L A Ave. San Diego. Caltfosnla 92111 Civil as i -. _.. J f, PRIVATE OlVTRACT � `�0,� „r F PERMITS COUNTY of SAN DIEGO L� DEPARTMENT Of PU$L.IC WORK$ .• s REZONE PERMIT NO._ - -- — N � % \r \ ' ti F• G� � � � \ \\ `.' + ' f� / GRADING PLANS FOR: � J'CAL E " IO 4, MAJOR USE PERMIT NO. _PSO - 11 8 _ -- // calura et \ \I�'¢ / TENTATIVE MAP NO._ 4232 vv COUNTY OF SAN DIEGO �► /. TRACT N0.4232 1 �wL v Me J, ff-I. � a 7 . Y COUNTY APPROVED CHANGES BENCH MARK PP CALIFORNI COORDINATE INDEX 5&6-16.95 910:600111" AFPre d by Dow U / x RevmcA Pef• Well L"FI o.+ J DESCRIPTION: �f I / BON P/N /NCONCRfTE f7EfL POST a� on or. P� u"""ur. waRxs E�,.'M" of wwk ;" I .o . A /.oh 6S"Rw 69 .rl(I � r!- iv .83 �L. 007? Lots /3 th a E3viL r ". c. S IV /G _ pr LOCATION: O.S wf/N. RUN N L Y ALONG RANCNO SANTA FE Iy: R.c ..9f ;y ` ROAD ACS OSS fQOM 1I ///955? P _ CO!/NT was Y fNCN S ���� \ •9 a LET RECORD FROM: WNiq • / v ELEVATION: ( H. 713 DATUM: U, S C. 4 W S a Gol srRucrzQf [t �4n � FILE N8. u R. �.v /,��"f+G R��i ♦.t/ Loccrlrof� � ` y , \ PRIVATE DRIVE OR DRIVEWAY CARACf L1Y/N6 AREA STREET EL f VAT /ON SHOWN ON PL AN f/NIIN FLOOR SLOPE 10% MIN. 15.0% MAX. SLOPE L0/ MIN 1 ' (TYP.) / , 0 „ - PAD ELEYATION, SHOWN ON FLAW �FINISII GRADE o - ?:l SLOPE UNLESS TYP ICAL 612401#6 SECT /ON T kl/ 8111L D /NG _ OTNERW /SE SHOWN NTT SC [E I TYPICAL TOP OF SL OPE BERM NOT TO SCALE I E [114T/Off GIVEN ON PLAN ELEVATION CIYIN ON PLAN > J 4 TOP OFSLOPfOR DA,YLICHT L/NE / 1 0 11 I•4JJ ll G "TYP. I / MUM GRADE G" TYP. .LOPE - I I I ROUGH GRADING PLAN 5 "AIR PLACED CONC. PRIVATE OR/VE SECT /ON TYP /CAL aROM DITCH NOT TO SCALE NOT TO SCALE ELEVA710N G/VENONPLAN NOT£.' INSTALL Yff /DE TfMP fM r 0101 AR CROSSING SKY SANOeM ARI INSTALLED e/w 18 /d 441 R /w' 14' f6/ G DIRE S BAGS HIGH (� l.5') t' zx s' s' — LLCVS I SNDWAI ON PROFILE •� 4'P.GC. SIDLwA1K ROUNC PLAN PRIVATE STR EET SECT /ON CLEM ARBOR DRIVE NOT TO SCALE ACT 7B YCALL m 3 BAGS 05") L % GRADE L PRIVATE CONTRACT �—% CRADE 0. 2 ----------------- - NONE Rf0111Rf0 COUNTY APPROVED CHA/VGE6 couNTY OF SAN OIECO w 9 Sheet 3 PA T NT OF PUBLIC WOR Of Sheet$. ' NC! DEafiRiPr/ON Ay garb I \ Grading Flaws F y/^ - I� �� "� TYPICAL SANDBAG BARB /ER SPACING 6 8_- ____,___._ _ 15 Q LIS /LT c.a/v COUNTY OF AN DIEGO - TRACT NO. 4232 -1 } /N �f�AO '0 Sl4ff U GRADING DE rS - ' CcI[fornw Coordlr4 IndAX: 326-1,695 PLANS PRoCRo4REO BY f . NOT TO SCALE - CRAG , BULTHUJS NOTHOMB Approved: R. J. MASSMAN (f:ngineO Signature) r � � - PP y0 .OP `� LIC "WORKS �` Q 2611 Adarns Ave. —San Divgo, CA 92/I6 . \ `J WO - No. 1725 By, 61Tading Permit N6: Date: in /h -?J -'$ L 7 939 1 i MMMMMM� =mom" mum SPECIFICATIONS FOR RETAINING WALLS 1. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB. • A 2. TYPE OF SOIL AND BEARING VALUE SUBJECT TO BUILDING INSPECTOR APPROVAL. #4 at 16 "o.c. A5 ,.fAAAV 3. ALLOWABLE BEARING VALUE MAXIMUM TOE PRESSURE IS vert. in 8 "CMU 4. EXTENDED ALL FOOTINGS 12" MINIMUM BELOW UNDISTURBED NATURAL SOIL. Ao S. CONCRETE TO BE MACHINE MIXED 1:2 -h: 3 - MAXIMUM OF 7 -11 GALLONS 0i• ([A 2 #4 horiz. wit of WATER PER SACK OF CEMENT. GRADE "C" CONCRETE. CEMENT TO BE FjLL !* #3 ties at 16" _ ALL sbti2. Q,ve tp 6. TESTED, fcl - 2000 PSF. CONCRETE BLOCKS USED FOR THE CONSTRUCTION OF RETAINING WALLS SHALL O.C. ' o I a 9(/ELl.6A,e dE ' BE HEAVYWEIGHT UNITS AND SHALL CONFORM TO THE REQUIREMENTS FOR GRADE *All horizontal b ° "N" UNITS OF ASTM SPECIFICATIONS C -90 (LATEST REVISION). #4' bars s ° °I 5a1606 7. TYPE "S" MORTAR: 1 PART CEMENT, 3 -4 PARTS SAND, k PART LIME PUTTY. Eta,, 8. COPINGS 1 PART CEMENT, 3 PARTS SAND. #4 at 8 "o.c. o' I 4meele 9. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS SHALL CMU • U .fjr.ESl° d. O I J vert.in 12 CONFORM TO ASTM SPECIFICATION A -305 (LATEST REVISION) AND A -615 (LATEST REVISION). \� SO, �Oew d. IbeeL 10. ALL REINFORCING STEEL TO LAP WHERE SPLICED 40 DIAMETERS WITH A i 0 o; u Soz SAN40 MINIMUM LAP OF 24". #9 @ 8" o.c. Q .•� �x s�lNO �h D 0 '0 11. REINFORCING BARS SHALL BESET STRAIGHT AND SECURED ACCURATELY IN in 16" CMU. \ F 3'C[ y� POSITION. ° 16 yew ",e 10 0 � ° �E� y 9s w�'�37iES�lG,•C. 12. VERTICAL MORTAR JOINTS SHALL BE STAGGERED AND CENTERED ON BLOCKS .'1 " N ' d IG Ole. ••• OF EACH COURSE DIRECTLY BELOW. ALL CELLS SHALL BE VERTICALLY #Sat g O.C. D • ' „ ALIGNED SO AS TO MAINTAIN A S" X S" MINIMUM CONCRETE VERTICAL STUDI •� s W , ' I /2496B9G SYEL>>�,yeLO,(,o•C. (4 -�" X 8 -1s" FOR 12" CONCRETE BLOCKS). 0& °.S #5 - 404 "o.c. V a l l �fH.rFit[ t °o3L 4,_Y 54VAE4 �CKf /GL 13. CALL BUILDING DEPARTMENT FOR INSPECTIONS BEFORE POURING FOOTINGS t5 /*6 ; j 31 i ``�� 4 ��i o LcJ�G1P.vbV. AND AGAIN BEFORE FILLING CELLS WITH CONCRETE. 0 \ 2'CL 24" 3 cL N ' Z „ 3 ,. 14. UNLESS OTHERWISE SPECIFIED, NO CONTINUOUS INSPECTION IS REQUIRED. 13. .CELL WALLS AND CROSS WEBS WHICH FORM CELLS TO BE FILLED SHALL BE �/�y • . • Icon FULL BEDDED IN MORTAR TO PREVENT LEAKAGE OF CONCRETE, AND ALL \ • V JOINTS AROUND SUCH CELLS SHALL BE STRUCK SMOOTH. �L• X #15a14 /C 16. CELLS SHALL BE FILLED WITH CONCRETE IN LIFTS NOT TO EXCEED A HEIGHT OF 4' -0 ". IF OVER 4' -0" PROVIDE CLEANOUT HOLES AT BOTTOM OF EACH i2 * 12"Sq.gravel filter �' CELL AND AT EACH LIFT OF CONCRETE. ALL MORTAR CROPPINGS OR DEBRIS w.6 "dia perforated • , _Q.. f $CAL� Bo C S , Q, 9�ve� S o•C, SHALL BE REMOVED FROM CELLS AND CLEANOUT HOLES SHALL BE SEALED pipe w. sitive BEFORE CONCRETE IS PLACED. flow.( 43� 17. IMPERFECT JOINTING AND WALL SURFACES EXHIBITING DEFECTIVE BLOCKS 8 �_ C> WILL BE REJECTED AND MUST BE REPLACED AT NO COST TO THE OWNER. B 18. RETAINING WALLS ARE NOT DESIGNED FOR SURCHARGE OF PAVING EQUIPMENT. A EQUIPMENT SHOULD BE KEPT BACK FROM TOP OF WALL A MINIMUM DISTANCE EQUAL, TO HEIGHT OF WALL ABOVE FOOTINGS. 19. BACKFILLING SHALL NOT BE STARTED FOR AT LEAST SEVEN DAYS AFTER THE G FILLING OF THE CELLS WITH CONCRETE. 20. DIMENSIONS AND NOTATIONS SUPERSEDE SCALE OF DRAWINGS. 21. FOR WALLS WHERE CONCRETE SLAB IS USED TO SECURE TOP OF WALL ADE- QUATE TEMPORARY SHORING SHOULD BE PROVIDED PRIOR TO BACK FILLING. 22. PROVIDE 4 X 4" MIN. KEY AT BOTTOM OF WALL INTO FOOTING UNLESS SLAB PROVIDED AT LOW END OF WALL. 6 = O RETA /N/NG WALL: EFP = SS, Psf 4'-O "RETA /N/NG WALL: EFP= SS. zxsf '�gNOe /z 8 O" RETA INING WALL : EFP = SS, osf; w/o W/O SPEC /AL /NSP, � W/O SPEC /AL /NSP. 450W AS ,f4V4 W SOJ AEA CEA✓EL lye SPEC /AL /NSP• /y / � t A5 SWO AV.. " � / �` �/ ii Q1 O �� i ®/6 % 9.eJ GVYC �/V o •C r e O - 2 CL . o CJ 4 *4 @ 24'0 N ee0 ° 8 "CMU SO% PEA GRAVEL e p SOA PEA GRAVEL �C a ; 6 1 4115491 BAS L° Z4 e • c . B CMV c p SOX SAAI ° 0 °•• • " C " SOY° 5ANo v b ep r F o° : : 0 4 OD /6 � ° A 2 - *4. w• ° 3 TIES �/6 % 1 + D /2 / GRAVEL LAC /CF /U ! 1� Q`� G 0 �.ghersB46�LL .6�Cf ✓LL ' s9 /Z "CMU ,O o° v e w /ORA /N r A?.('.G9[/EG E14d?_0C1 10 L1/� SO %PBA GRAvEL �q ° o /2 CMU " N = =f Z CG. LCL 7 ° :SO'i 3AN0 v d �4Co� /6 % 3 'C[. , Iu • - - .-. . .. 4 3 77E9 ®32 /c '* ALL /AOR /2. M • u BE No. 4 I s A 4 N /2 SgvAZE GRAVEL BACKF7LG b 2~CL „ 5/fe I c✓/ORA/N sea. io 8' e% 12 SQ (1ARE GRAVEL 2 "C4. , BACKF /LL W/ORA /N a , 4 G7 O. L• i 5 e Ye ao� V 4"O" ' �T aN � zucL. m t . . -12"C4. , d � H Z r 00 0 6 tb.o O• C. RETAINING WALL DETA /LS SPECIRCATIONS PREPARED BY 1)06, �cT' EM STRICTURES, INC. 0 0 0 i p 1 RETA /N/NG WALL DE TA lL S /9 By E. CA /E E 3K -SANTA ANA, CA 92 765 fs C nn v • • ft5 P'S2 9'� RcE 0. a .•p W.e► L. L_ u° t9 °$ or ;, A4TE _ /0_ /a -A3 �°•o o�qu Ci4Q6ITNL ti NO � Reweedo�tzq,He3 ANL)No /983 °. �12 1 �i¢_►'^j�- FILTmrL- 411 • , *1u o i. vS• (c PMrc Foa -►>lEo PI P� , d0 J _ ty �Mi /6iQ4 N 0 IL'cM •. 'rS: xl J; �� F / � aovc'L_ •° T•l� �"'" PRIVATE CONTRACT PERMITS COUNTY OF SAN DIEGO ' _ ® DEPARTMENT OF PUBLIC WORKS REZONE PERMIT NO. AIONE GRADING PLANE FOR: in MAJOR USE PERMIT NO. POO -118 APPD. 3/20/81 COUNTY OF SAN DIEGO TENTATIVE MAP NO -- TM 4232 APPD. 3/20/81 TRACT N0. 4232 - 1 E F CouYTY APPROVED GANGES EMNICH MARK CALIFORNIA COORDINATE INO 32 326 1 AMMO► 0i1 Y2• IIION PIN IN CONC. STEEL POST OC -0071 sled R•/. W°u Stehvnt N • T �wa, // -/9<B3 DEECNNRN)N. OINI N O PUOLI aRrc7oIl or Pueuc waRKs a S MI. RUN N'LY ALONG RNO SANTA PE RO. M: LOCATION: n ACR0.13 ►fiCNn PPIIM952P G / ems, NECONO FNOr: CoNNTY NlNGN ►dVtLS ELEVATION: 12 4 . 7 7 O ATUN: U a C t ca //1- i - 9 t A COIVSI"RUCrioN CHA146E FILE NO. A= .. - WORK TO BE DONE: GENERAL NOTES: 1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF COUNTY OF SAN DI TRACT 423 I MPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO PUBLIC, WORKS FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION COUNTY STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY. STREETS AND STANDARD REFERENCE DRAWINGS. GENERAL NOTES CON T �, / 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE \ APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 13. ALL PR /DATE STREETS WlrHIN 7H /S S4 1V/SIOAI 5/�4LL SHOW CROSS - SECT /oNS, A MIN /MUM OF ?`OFASPHLILT /C CCIMCRETE ov,6'e 4 J 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE DF.4PPR0l/ED .BASE, P.C.C. CURBS, GU7TER5 AND SU>EW,4L/lS A` CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, ( gPPROPR/ATEJ gA//J OTHER 1_7lF74115.4S REq9U/RED:BY THE �r fk, IMPROVEMENTS STD. DWG. SYMBOL CURB, CROSS GUTTER AND PAVING. D IRECTOR. GRADES SHALL A6.4 AflAI /MUM 41NI74 MqX /MUM 5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES OF /5%, AND DES /GNED TG/JRA/VSURFACE N4TER PRdPERLY. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE 7HE M/N/MUM UNOP PT1v4rf ROAD W /Dry SHALL /3E RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING 24, A5 PER PLOT PLAN. ASPHALT CONCRETE $URFAC/NG FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 14 IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY ' C IVIL ENG /VEER ED GRFR ANI ND /A/SP S41SR EC) f3Y THE CO0UNljN TY EA1G1 CERTIFIED F ERE7� lam /L TENG /NEER � �r �j Q " P. CC. S IDEWALK G - 7 ' ' • ' EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF FO/? DRAINAGE CLEARANCE 4PP9OY4L 0F7HE170U6H RECORD OR NOT SHOWN ON THESE PLANS. GR.40 /N6 /GOES NOT CERT /FY FIN /5NED GRAD /NG ArC4 ``�� `' ZJ ROLL CURB - SEE DETA /L - SAT 2. - OF POTENT /qL 609.54CEOR41NA6S R)5 7714 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE B�FCREATE'0 9YLANOSC4P/NGgCCOMPL/SHEDAfTEP PDUGH 0 �l) SIDEWALK RAMP DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO GRA.O 1N6 CERT /F /CAT /ON. /FA 6wwING PERM /T IS NOT RnpumED &A, O (� CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY FOR THEPFb ✓ELT, .4 REG/STEPED C /U /L ENG /NEERS CERT/FICgT /O/✓ (� �� \� STO RM DRAIN LINE EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES FORJ7/EDR4 /NAGS CLEARANCE SH,4a STILL 50 RECPU /RFD. �. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS TYPE " F'C•4TC// BAS /N _ 07 IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. C `� �� ♦ TYPE "E "CURB INLET D-6 - __ 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY �J PRIOR TQ STARTING WORK NEAR COMPANY FACILITIES AND SHALL �� ��) CONCRETE LUG - 0.G3 - - � I COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE >^� 'p `Z STREET LIGHT �T /y< �E-♦ "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL /G O� E-41-2- CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. l� STREET NAME ROY + TELEPHONE: 1- 900 - 442 -4133 l} ITREETIIGN - - �%vOT_G 7AXI Z - - X 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR ( _ TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS JTORM DQG/NCLEANOUT, TYPE "A - - D -,9 EXIST /NC STREET LIGHTS VC/) SENIP MAIN - - - - - I WORK WITH COMPANY REPRESENTATIVES. C � - - - NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE �� "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND � APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. Q/ LEUCAD /A CDUNTy{y/TEP SEWER MANHOLE STANDARD PC -C. TELEPHONE: / -600 -442 - 4/33 Q 13 DISTRICT STANDARD STANDARD DEAD END - S 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE /, - xj91 MN I h - DRAW /NGI • - -� UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND 15 p STANDARD SENER LATERAL - - - - - - - S - - - - BEAR THE COST OF RELOCATIONS, IF NEEDED. 16 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT CABLEV /5 /ON TELEPHONE: 755-9361 / O e. c� ASBESTOS CEMENT WATER MAINS, CLASS 150 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON 41" THE "AS -8UIL T" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED ��4 r � / .�i. r, 4 A 4 rt q rl� BUTTERFLY VALVE ASSEMBLY - - - - - - - - - - - .- Bev WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED �� I vL L / ✓ /�l / /V U. / / \ ga' d GP O Z TO THE G'OUNTYOF SAN DIEGO. Z I -� FIR[ NYDRANTAISFMBLY RICH 5- oae= - - - - - _ -_♦ fy 12. NO PAVING SHALL BE DONE UNLESS ALL EXISTING POWER POSES ARE \ \�.\ ��� %�I� ���\ ��i5 Z P��I��� � $ QLOW OFF ASSEMBLY RELOCATED OUTSIDE THE AREA TO BE PAVED. R1W _� G, �- I II �. II �\� 4 s 2 I � WAY OLIVENNAIN MANURELEASE AL AlR REL ASSEMliLV T 3 MUNICIPAL WATER 6A 63 62 61111 i Z N \�\ 6 WAY es 0 o1- N�REEN DISTRICT IMAMS 4. C. x 4. C. xFLANGE TEE W�FLANGE VALVE - - - - - - - -- 4 robs 3 ° 6 5 LH 6170 C� ALLA.CTEE - - - - - - - - - - - - - - - �i- - -- 42 42 I I 1 1 I 2 COD b - \� �� �� ALL A.C. - - /O' 32' 32' /0' I , 0a �\ =���i CROSS - - - - - - - - - - - - ---► -- REDUCER ELEVS. SHOWN ON PROFILE p �\ 2 r / 33 2% 2e6 ; I 10 0 5$ 9 6 \\ "o 3 m CAP ASSEMBLY- - - - - - - - - - - - - - - - -- .. � 7 5 27 WATERIERVICE- W \ 1� J i 1 ° T �II II 28 S7 29 30. .31 32 3. MAP INDEX LEGEND - - - - - - - - - - - - - - - --� 74 73 72 7/ � I s I NEW 4 "P.C.G. S /DEWALK s 90 III I 3e F /RE HYDRANT ¢ J III 79 STORM DRAIN INLET ♦ IAN AR DIEGO EA REGIONAL COUNTY ITANDARD DRAWING'S O _ + o s II fL 3 SEWER LINE MOUNTAIN VISTA OR/VE SECTION S � � P , g R � w a o MANHOLE - ♦- - - R/W 44 R/W �l/A'TRYW000 p'AY \ e q2 u - - -- 3• 75 76 77 78 WATER LINE ' I S3 T v 30' � DIRECTION OFFLOW -� 2' l2' 20' /0'' I II s2 SO 49 4e I I 41 S MEE T L 16H (PVT.) �y l e.c 47 11 I o SHEET NUMBER 0 /?'/ t I 2 , , / / 4 r r A r / • / �- -� 5UBD /V /S /ON BA1oVO4RY ELEVS. SHOWN ON PROFILE 5 •1 ¢ ' NSp o I I I � / ,^ / n / / T n /, ti' •. /LLHL7C / / aLO YA L' /v // /V.� / CIl NO. /.� �� . /900 .419 '' MOUNT �� ' /� /��/ /V %� IT /4 /nom ST Rf Q�N �,qy Rff T NgME SIGN l HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS Q \ SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT -OF- 4 P. C.0 SIDEWALK �Q �//S. GLEN ARBOR DRIVE W/LLOWSPR/NG ,�v WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY �/ AND U C IRRESPE INDEPENDENT OF ANYOTHERWORK ASSOCIATED WITH Z4 �p -THIS PROJECTOR UNDER MY CONTROL. I J j t OWNER: V /LEA CREEK ELEVS. SHOW/VONPQOFILE j Q T /Ij5 /TE BY: B CYR /STOPHER o ROLL Q� PLANS PREP B ARED Y ' CURB. SEE DETA /L, � M N7a1NY a ADDRESS: /97 A/RCH/LD svi7 140 e CRAIG, BULTHUIS` NOTHOMB /R✓ /N , CA 927/J SHEET No, 2 . 3 t PHONE: (714) -95-5 0¢ 10 4,_7 ^ r r� 4 � / '//1/-1 n /I /^ 1 / r q l'1 '� /� / i 0 p� 0 Sa 26// A da m-9 Ave. - San D iego, CA 92116 ASSESSORS PARCEL, 257 - SO P R / V A T S DRIVE S E C T / O N I L L H L /- H / A L- / v ! / / V 0 t) p I V t.. / .. O. No, /725 � THE STRUCTURAL SECTION W /LL BE INACCOROANCEW /TN SAIV OIEGO COUNTY ENC7N /)qg , 3y� Q STANDARDS AND HALL 5E Z'AC ON 4" A.B- MIN, . (TYPICAL ALL SECT /DNS) INDEX MAP �� �`� PRIVATE CONTRACT V 18 S / u_ / ,rte' ° PERMITS SHEET COUNTY OF SAN DIEGO II ELEVS. Sf/OWN,ON PROF /LE T T RA TYPICAL v DEPARTMENT OF PUBLIC WORKS SHEETS YPICAL NT VICINITY MAP REZONE PERMIT NO. P p/MI LOCAT /ON SPECIAL USE PERMIT NO _ 80'//8 3 /PO /e/ GRADING PLANS FOR DRAINAGE ONLY e NO SCALE GRADING PERMIT NO. L COUNTY OF SAN DIEGO �q ROLL CURB. SEE DETA /L, CONC SHEET N � o /� . / 2 � E SAN DIEGO COUNTY FLOOD CONTROL DISTRICT LEUCADTA COUNTY WATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT + . FLOOD CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK TRACT NO. �F23Z - I L h i WINSOME PL. COUKRYWOODLN. COOL N6RCENW ..S No. Desrpton Appr by Om , ? Q 01 >' E WATER WORKS APPROVAL 1. AS BU /LT" L4 ��G DESCRIPTION: �" IRON P/N IN R ETE TESL POST J R.commendM for approvN: Approved APPROVEC BY: BQYL ENGINEERING - _ - n( 00 71 e a. ✓. McIJMAN C/� N PRIVA 5TREET5 ENGINEEH6 FOR THE DISTRICT - -- LOCATION: 0.5' M IN. QUN /V Z ALONG UNCNO SANTA FE SUBDIVISION ENGINEER DI pv. P.w APPROVED BY: ` APPROVED BY: APPROVED BY: R.C.E. 15325 - -- - /lOAO ACC/lOSS ROM P.P. ///96.52 P irwpptwork; hacke d by: W a RECORD FROM: COUNTY BENCH LEVELS , Apprpval date L -9939 Z 001.250.0 ._._ __ -- ELEVATION: / 29.773 DATUM: UfC �. G. S_ _ C.0 DATE: DATE: _ DATE: 1. D. NO.1B -- - - R. C. E / - - W cz FILE NO. `PERFECT•Paora.[ PLATE A RODNEY STOKES CO. b' ` : - - - -- _ a -- LY l i i - - - - - - - -- - 1385 ON7 -`LOW tlN - -- ti �+ Q : - -- - - -- €f -BASS -611 TER X TA /Z 7/EIS 5411T - - - - - - - -- - - -- ' - - - � A, r CROSS GUTTER 6-12) - -- - - - - - - b y M a ♦ -- - _ - - ti tZ 14 4 - -- 4 EX ISTING 6ROUND LINE L,. FLAflt/1 G ,QQE : _ gQ - qf L fS 12'50.00' Lie 6? l0' T t � Z tzj $ t -� _- �-- - : - - _ _ _ a p m q c tR 210.99 � •A P f _490 41 W $ x a i i It ^ n - K. o �: Er ni .. _ : -- :._ -. 3.36 / - �. `' °•g _- -- - -' -- _ - '_� N H H ! :' 4, : i d AA.rf W � ,N (�k4 _ - _ ^` _ CONNECT /B"R.C.P.10 4 a KI M -r - -- fi, . T - : e - -- CQNCR E /e. O.BA • : ; � - - � . fT tU - - -- - _ - -� TP 275,V 95.35 . -_ N11Q TK �'LO kN Rf ` w ,STS r - - -- - - v Q ;�: t\ n 4i i 0 , - + R.� a� R � : � _ n F - - . - - - __ /fl1.98 Pik 5/° CL _. - - - - - - -- KC - / 8 58.44 - - - - -- _ • I -4 Y Rr. : I.. 9- /50. /A' ON L LiN Q . CU Af SA - - - - fL0 L/ -- - - : - -- - - - - - NE - - , rr : p �>� I G : -_ : - -- - -- - � fun 21 20 4 19 18 17 c ry 15 wl4 /e � 13 /5 b 0I 1 /4 6 10 f0 x 2 Z /d t C 4 ?`!� /� /� /l /� !/1 T/1 e t \�/8 ,� , L X80" 1. �K V E 0�I / H / I`I L7 L L LOT I MN.N0.5 N66 °41 l3 3? 3 s y /2.�T 35. `_ I _ � 12 '30.00 T e ac L ? X. 59 L 7/ : 9(e. 8.035' / 71 _ � "i'J ASP ,. �• IIVj jAi s • , i 4111, CIstNo5 / �` - JGr /V 5 , 9 3TE C 39 79' 0 . l � d /I/,f 35.00 1 s , /8. (,PEDJ O? d • 90'97' 3/ " R- 30.00 30.91 L: 4 " T= " 7.54' /� �L-, 4200" 4.53' d l 4.77'44'5 �" �'° x /8y �fgBK s 0 6" T- 40.31' L - 67." I � �� v � // =S5" R= 37. 00 ' T• ??.3/ - 40/6 r y (+\ ` 19 l ~ l � S EC �� `� : I� 0 ^ Q� 0 1 ? A l / ` GAF \ '� r oar ,ov O d °10 4053' R• I8.00 T ° ?d.9S L Imo. I� ^� n o t Ot 0/ x / o �F `sy F'rrcl- © d 6/ 12'10.00 T, 5.89 L= 10.65 4 / n 4 2/ 3140 /7 77.00 T. 14.64 L 28.93 3res.yo �; 4' 8'00'00" R = 285.00 T: 19.93' L 39.79' : SEE SH ET AA9 6 �G2 , / �P 0 4.36 °5517" R = ?0.aa' T = /2.89' 6.68 L: 10"R. C. P. DATA A L1- 23'/Z'os * �T 3 56 •S �Q ?0' h R = 90.00' r' + T2AN5 /T/OIV AW01b1 / / /0 d',e9 "22'08 R' ?0.00' T= S. 24' L °10.25' =a6.4s' E.C.3>< ?8.54 MOOIRCD TYpE "D"20[[ 1'41& / �1� 4 SsJW15" R -W..00 7:13/3' -- - - - - -- 3 3. >� TO IYPf'6 "CURB f GUTTER - � o 2 `S s 1�s' / B `` m 4 l? 4'9000'00" R ?.,90' Tr 7.00 b3.14 3 / �x h a• 3 ( /3 4. 90'00'00 " R • ?.00 ' T: ? 00' 1'3. /4 ' 22 i =.0 v, 1 N55•t7'i/ i Q/ d /9 ?1'08'13 301.00 " 12'' T'S7dd ' 1.114.01' C.I. BCNDS ^ O x 2 � 9 s, g a \ a/ 4 3�Dy' 0 ' lS 4 •i9 °5P 4/" R =l0 /.00' T :17.70' 1.35.04' i SCALE 1 " =40' /i 4.6z ° 43%4" R =10.00 T '�o9' x q� 3 2s 461 '7 s / V �/ Gj 11 4.114'46'04' R•38.00' T-7?.- L'8 ?.15' SD q e.V ( 3 r Zx2 RICO R' rn ✓v' T =5542' 1 .109.58' P4/ 8 R= 9.00' T =/595' L•3088' Q � \' � '�'3S • ., r , :+ - �, 1 � , /NSTALL WS3 - 'NOT q THROVQH 4•/205 �x ? \9/ .. A ti • / a , 7 4/ / w \� ay 7s STREET ` S /GA/ 30" I 9�I a� a 3o ° ° °po c �N 30 x a ti C'Op OFF S' Gygy PRIVATE CONTRACT 0' - NGi9F A , - 6 '` °�`� PLANS PREPARED BY SHEET \ ? , l ' -_; F '� 9 o� 6 DEPAR NT I' W 3 1 � � ° CRAIG, BULTHU /S 6 NOTHOMB SHEETS CONNECT NEW 8 °A.CP WATERLINE TO EXIST 3 :Y� l,''' y 8`41P BY REMOVING EXISI.CAP ASSEMBLY - °'30 26// Adams Ave. -San Diego, CA 92//6 Q °) INSTA. 8.0. SlA 0.3x.00 RI °5'iik' " `34 sf �s GRADING .PLANS FOR DRAINAGE ONLY . 0 sf �vo /725 SIrN 30 "x !0" o /' ` \pCR PRIVATE ST REFT COOLNGREEN WAY LU LU COUNTY OF SAN DIEGO- TRACT NO. 4232 REMOC/E EX /ST /NO TYPE ;4 - 1 ° COUNTY APPROVED CHANGES 2 f D /!fE No. Description ¢CONSTRUCT TYPE `Q BENCH MARK Appr d By Date r " Recommended for Approval Approved. , CUR8�` 6!/77ER /NTEiPSECT /0A/ Description: �? 1QON PIN 1N CONC1WTE STEEL POS t� Q AS Sf/OGYN �• 4B Bu /[T G 9, N. -- �C. 1 a. ✓. Nass c v Subdivision Engineer DI OF P - Location: 5/ U C N/ SANTA E RO ACCROSY FROM RP1119, 5 ?P Engineer of work Checked by - -- - - -- COUNTY 19ENCH LEVELS Z 2 Record From: - - QQ It Eier. 1 ?9.773 Datum: US.6 G. S. i7 �0 APpawaldote L -9939 G - - -- - - -- LU FILE NO. ' I i •PERFECT•Pnwac PLATE A — - - .._- _.__ -..•- - - -- RODNEY STOKES CO. - - - - - -- - - - fL! /; 6R TIN o C - - -- _ - -- - - -- - -- - - -- - -- - - r - N IN 2 h o n flN1THCiIIXfD£ {1� o - - -- - 4_ so' u c. _ WEST n 0W L /ANE .W WWI 10i J t a O O _ _. - ... _ _ __ _ __ __ _ __ _ f5 o . a _ 1 0POFP/ — - — IA.A�AND Y. a J 8 P LAP A - - � o , r P. 8W L RIO 8 „ P A 0.5 % 1 2 - -- - - - . /45.7pt O 3o'u.c. ld1STALC 80. t QIP ASSY o - h - -- - -- - - - —__ 4 Z - - - -- FINISH GIIADE ,� t V i— - - CR6S4 BUTTER (G'%Z ) N ° o 1Aq vi V. 4 •j . ' - . � — : _ � � `tiff G f �. ` Q 1 . - - - - -- -- - -- - _ - -- - -- - ., _ PaOF/LE OF DDI l`FDRtV - - -VC.. B "Y.tv@ ( - -� - - - -- -- - -- - - - Y - - - - - -1- _ _ _ CAL E: 140121Z, 1 40 YfRT.I B' " = Y o . a _ _ z °` QgDE 4 o°Z "�a - a _ - tv � _ f � � /� h - _ ./ / 4 70''Y.L.. a �. O / : .. _ : ^ - 3 �` t Y✓0 - — oo 10.2 v` r� t\ EAST FLOfYL /NE. .. N `r : 07.f/D'B•Y.G.P - ?.j8 °!e 'AC ..P.C' /./4% ^ * - x S o 9 •: P. O. �9ia ., o Olt ' TYPE A EANOUT -; - a - — - - - r <L3 "HOMY 807 TO SCALE f0R - - - - -: TP. 275.17 p o LAQ /TY o q -- 170 t L ! N PROFILE OF N E - - - - i 1 757.7 6) o REMOUEXISL G "A.C. BIPM AND CONSTRUCT Fl- TYPE ° E "CURS & INTERSECTION AS SNO`VN - - -- - - - -- - - - -- IS. WON 90 FROM TYPES "'CURB TO r I ti o cB. �l I MODIFIEDROLL CURD (TYP. FOP /30TH SIDES) o CURVE 04T14 748LE i :90 ° 00'00" R- 10.00 L= IS. 71' P o W Q 4-98 45 52" R= 10.00' T lLG6 L47 ?4' p / � �\'• / / ti E � � ` ,Q /� 'qjE \� -, 6, ' cr o `\ ti ��,• ° ' 0`'21. `�4/J�c vGC - BC \ C v �• a \ O //� ^ 0 ooJO c�go� NO. a Q ry z s� r 3 4- 13'39'4/” R= 10700' T = I ?B ?' L- ?5.51' th ` E T 63 T> p f A 0 1 0 E \ r p \\ 4.30'6.<RS -43 ® 4.42 ° 50'00 8.31.00' T: 14.52' z.-- 276G' 49 8 �C�� M. H. 7 3 OS 4. ?65 0 40'00" R °38.00' L: 176.20 - °'ss.8 s5 0 90 0 2a 6 93.79 s 62 4 � 4 6 t 0459 Rr /n.- 8 T: 7475' L 14916 INSTALL B.O. CAP ASST `t z �° e / 7.20 _ - _ ._ y Ol r 1, Q �� e 'QC C7) 4: 'S /1:143.00' 7 :21.? ?' 1 :42.14 48 ' 1189.37 CENTE OF CUL ^Q A 0 A : ??' ?5'33'" R•l ?5.00' T =?4.18' L: 48.93' 93 79 �4rLG?, \• 59 ' 90.0014'11 Cn �/ . N o _ _ t� 6` ,, _ 1 ,�! �Q 27'73 �9� /J 89 " 8 :1000' 1 08' L 14 74" 2 \\ 26 � /R• x 4 3o y � `•' I 47 I J � 79 y III / 5' DUE NORTH `� ' �� �. Z -� ?o ° / �, b v P �1 n pP / �a o (l� 4:90 ° 0000" t? /0,00 F 3 O2 al 3 I � 4 �1� � w� 13 - -A Q 1�3• 2A 61 Jo b m / s 2 I I r o ,� 60 `o �Z �/�. B�'�"1 h! NO J� F o Z � � P "- 1 5f69b9 0 �G fB I GAP O� 'n N /� 35� r -_ /55_81- /8 "/LCP = - _ / �, o 4 �S t ti !L U. 6ENDS Pc.A // /500'SfIVERBI \ o O S , [[•• . y , F / r' \ d [L 41'52" 9 Q� a ��- l3. ' b A -- - -� -- �_� � 8 ' � C 6✓ATER EASEMENT — — — - -- — — - -- a° t22A 1 °0 t • - - - - -- 81 45' j / " l s r.1 1633 " ..N - lcl.s�' B" ✓CP 4 "8" 4 23 \ \\ .� 21 CONN. NIN9 "A.C.PTO EXIST.10"A.0 DYREMO / / e 0,77.3, yl 25 o N O . 22 8LY EXIST CRP 491M / y " 1 40�i \ � 80 26 DLY (NS/CALL / �Q / a � � % c 44 27 , /0r 8' /PUCER/ /, ,� o s s M 5 �; 3 �. 0 ! p " se 43 _ �.0-00000, 20 ck 1 / � °N o %o 39 4l 42 \\ �Y S 14' °y S� l / to 8 �i ��6 W/� PRIVATE CONTRACT 38 3, y x, � ? /v �, 3T Q�y�� lsl F/��� 1 4p� SH�T DEPAR COUNTY OF SAN DIEGO SCALE f "- QO' OF PUBLIC WORKS SHEETS Q GRADING PLANS FOR DRAINAGE ONLY 7 /ySP�gO�� �91 PRIVATE S T RFT W CO N 0 P LA AN c DIEG E T N0. EA 4 32-1 C,4p COUNTY APPROVED CHANGES Z N - BENCH MARK Recommended Ap A r PLANS PREPARED BY No. Description Appr dd f A d By Date Description: ? RON PlN /N CONCRE Tf ST EEL POST PP PP o I ved v AB ,BU /L'r C. B. N R e. J. MASSMAN O F CRAIG BULTHUIS NOTHOMB T�- Oe 7 Subdivision En ineer 1 N - 5 M/N. RU �'CP ZZOA - 9 R. OF h Location: _ W a� 2611 Adams Ave, - San D /ego, CA 92116 RO�CR20.3 FROM •,111 ?P Engineer of work Checked by W W WO No. /72S Record Frog, COUNTY C/I L J, / I � 2_ Z ts �' - -- - Elev: 1 ?9.773 L 9939 C Datum: USG. G.S. C Q Approval date — - -- R.C.E.9 /3G Z Z W "' FILE NO. ' I 'PERFECT•lmonLK PLATE A I RODNEY STOKES CO. t - __ _ 4r i .-ice+ t I , I -- - -- - - - - - _- : Yf1 01 L _fag- - - -_ _ - — — -- - = - -- - - Q a -p C . _ • — Q ; r — -- - -- - — - - - T VAY lot �i -- - -- — - - -- - - - -- - -- - - -- - - N V 2 - R 40 Y. �/ N a La C. I h o ti m m v r o^ r F178A7 TP 290 D 4 IN TALL A4A ANb C�pP SSY - - a � OFP11fV TE OfVE � r > � -Z +n t\ 40' VERL / 114) &4 rIA11 6W 4A&V N ll � ld r�o IfIDUCE �. , - —T 3€f EOS` v _ _ ER fT�IL TH /S P / /EET n ? 85 _ - cU �Ef�is r6 A.c. ti /.48�,Q : ` -� i vP - - -- - - - - -- - - - -- -- - - - - - - -- -- - - CONN. NEA 9"17.C. TO [XIS T . -- _._ -- - - - - -- — - - - - - t - - - - -- AC.P — :T; TOa - - (r3 - - - - -- - - - -- - - - - - -- - - - �DF9q. Vi Z v 11 %a °Li N0 ` �� - 2. . O 7 ` — b,. Q W h r 1 1 N Z 5 'V . o V 1 11 4 4 38` rD$� ✓o : MW /8%I C>? TO ?4 R:C:. #V1111 CONCRETE LUC ,., u ^ p F.[ ? ,TP.Z76.36: �. R p 4 a in. i - _ • ti r –r C ti � 15 76 i r ONF1BfillfN£ OI�TF1O11fKfE 1 Bf SAt . u ME i i� 1.41 Es' 101?l .l!'°40' " -B' - -- - CRQ SGUTTER (6•!Z — I o_ 3 I 6 a5j���55� CURVE DATA TABLE j .52.11 ��•'��e A- 90 12 -30.00' T -3000' L= 4712' � N ? A ?0 "' - 30.00' T- 30.00 L= 47./2' 69 ti o 68 � °+ 6,> 3 44000`00 11. 197.00` T =/7.24 L -34.38 ` 9 , • 8 1 q = ?8 °00`00 R = 1o3. oo' T- 2S. 68' L- ,50.34' ' 4. 101 ° 4B` /.S' R40.00 T =/?S3` L =/194' pn ��P r• Na • I S �� E 1 gJ5 d 4 0 . 6 PGR ��•; 9 s9\ G A °77 11'45 R -10.00 T-7.98 L- 13.47" i IV SF 7 A= 51'49'44" 12 .9000' T- 49.7/' L- 90.84' 2' +02'99 / /4- � �� 8 d :67'10'55" R- 37.00' T - 1 ?3/' L- 40.16' I A. "'� 6' s ' ,. ,. / a �e�a \ �'� � 9 A - ?4? l0 "55 R -38.00 — L•1G0.62 ' 1W NOTE ALL DIMENSIONS AND CURVE DATXI /.7/2[ 1E TO /�ACII OF \ \9 3 `` \'. 9 ' O +as e' p` � \ , rL'F o , \\ 7 / �� ��• / �� \�� ���' CM3 UNLEff 0TNE/1W /SES�IOWN t t, •1 � l \ \\ o O r \ ^ 63 /NSTALL \m / r°°3� �� /# 0 1 COMM NEN8"ACWATER LlNf \\ \ G ;.�\ P c R 4 t ,�. \� / /� ,t _ � � TOEXLST.lo"AC BYQEMUV /NG �, \ \\ Z RI STaP SIGN � /I/ �Z ;•i r . N '0 1 EXIST C/�P ASSEMI�LY �,� -� �`':;r30" T t , S• 5 t•' h A p lL /4° 8EN0 \ \\ \ P � I \ M i / 57 0 L _ - - -- 4, .. 9 � E ��p E 2 � o SCALE f " - 40' ' 1 o r V � ILI / BP? h y O ` � W No U isTA o ; m \ \ 7 � ZI 5� m g2 0 4 ti C O r I � �T Q fZ P o 100 �pUtj e 76 58'Id" \\/ AN / o �' � \ ��� ,��'ti� A 5 4 , a� L� /� / �\,r ? PRIVATE CONTRACT i �� Lo ��� \a�s /�� SHEET COUNTY OF SAN DIEGO 70 �0� Z� r " �� lB "RCP DATA x �� DEPARTMENT OF PUBLIC WORKS SH I S W \ z �. 4 , 133/ 12 / :90. GG 00' J C N TH \ \\ Al 0 \,�' �° L- 21.24' LOT 2 'K n \ GRADING PLANS FOR DRAINAGE ONLY °) `QV } \\ v �� �► \� 5 TRANSITION FROM Roc �e. � PRIVATE STREET COUNTRYWOOD LANE W N COUNTY OF SAN DIEGO- TRACT NO. 42 \ \ \ \ \\ TO TYPE G CUPS COUNTY APPROVED CHANGES BENCH MARK 3 I Z N PL A/VS P Description PP r d B Y /RONPIN IN CONCRETE 1TEEL POfT ecommen Ap A pproved REPARED BY No. Descri A Dale „ en d e d for A � /� REMOVE EXIST. 6"'41../�EQM AN A s sU /LT c.s.w OCONSTPUCT Z CRA /G, Description; - /6' 4 0 0 7? O TYPO• "&"CURQ &INTERSECTION AI SHOWN `" BULTHU /S NOTHOMB �� N Subdivision Engineer DI . 4"", .HeN cc Z a _ Location: / 0 ZY RLON 7 W f 2611 Adams Ave. San O le _ go ,, CA 92116 — RV0 f F1704l V P//� '1567P Engineer of work Checked by LL) Lu I INo 1116. 1725 o. 1725 - -- -- - Record From: COTY DfNC L t - -- -' _.._ - - -- – Elev: 1 ?9 Datum: USG. �GS. - Approval date L -9939 Z R.C.E.9 /3G CIL W FILE N0. ' `PERFECT'Pnar" PLATE A RODNEY STOKES CO. 1 I _ - - -_- _ -- _ — - — - - - , L T - — 1 _ 7 5CALE iff z f { - — _____— r L —' -- — — - - - - - I i + - x r t : -. - - - - r 1 - - - -r , — - , , _ , 'Y ,_v ; 4 — - I — — \ — - -- - - � • T I tk1. i D _ : 1 t - ' I 1 �_ - -- - - - -, fl+ - • Y -\ - - _ -- - - _ - - -. t _ T — + — I T _ I , i , I l , }} , t �o o - - - - • 1 d 6 i • . I I t - - _ - ITT r , { — - - - _ — I — I i t _ -- ' —� — qq I : V _ -_.— I I , . I e e - I ,� ( — - - -- - - - - - t — , - -- -- - . I , O v - 41 t - T I ; - - - - -- —v 5 - i — err_ -— . � Hills -r - 1 i ! - i I _ 6 C n cn ^ •� ip 0 (0 AN !�z /O 'ts// � � � � ` `� D O Z�4 / A'l�PO9ED sQ E/vER fASEeIEyT tiD I ` 44 OJ � � � C7 (NOTE: SE{f'E•P EASE,NE�r pt• ��� /VOTE: CONTRACTOR TO VER /FY L OCAT /ON ovERZaPS 40 sEME� Q V Q qz o\ OF ANY E ALL EX /STING UT /LIT /ES PR /OR 51,,V wwTd TO EXCAVATION (DO NOT D /STURB) „�D0 a o I N G t � f v ��` J Z Elw�ER EASEMENT � �r0 y \ I � Q I Q � II PER D00. '"' /0'.S M.N. f � ti t -k � 0cq,+ STA /7 cP Q�l I v 1 Q till 7 9i /s(SEwER� ; h tip \ I I EX /ST. /U ' SE{1/ER EASEMENT 9) / /0' STORM PRA /N EASEMENT ). 3 C40 D /TCy EX /ST TYPE f` PER OOC. *2_9S.-10 OTD //3 72 �� �� PER DOC. 0 30059/ M I 3 I �j /CATCH BAS /N - STA // ,,00.25 3 / - B "! 82'EX /ST. 3 6 SRC p - I �� S59 °50'00 "E — � // J �\ 10' 570RAf ORA /N i PER DOC. •" 30059/ h � Q� t Q: �'II i I � DTD // -9 -72 ohs` %h I 41 IS t Ai EXIST. ENERGY "i ; I I I I J0Q PRIVATE CONTRACT D /SS/PsI TOR I_ b I I I 37 *5/.49 % SHEET COUNTY OF SAN DIEGO e 11 DEPARTMEfVT OF PUBLIC WORK rn /02 N I II I PUNS PREPARED BY GRADING PLANS FOR DRAINAGE ONLY Ali n W CRMG, BULTHUIS NOTHOMB Qt CLNI Enginaorinq Land Survo7fnq 487.3874 OFFSITE SEWER STORM DRAIN 4811 Adams Ave. •San Dlapo, CaUfornfa 84118 COUNTY OF SAN DIEGO - TRACT NO. 4232 -1 COUNTY A"ROVED CHANCES BENCH MARK d Recommended for Approval Approve ICI No. Dsscrilimon App ed By Dato Description: //2 " IRON P/N IN CONCRETE STEEL Description: R,/, MASSMAN W b AS L3U /LT C•B.N. I�''! POST OC 0072 Subdivision En ineer g D /R. o< Pve4e /C WoR/rS Location: 0--S RUN N'LY ALONG RAA/Cf/ SANTA FE ROAD ACROSS FROM P.R. 11195.52 P Engineer of work Checked by R «OrdFrem: CoelNrr BENCH (� O /29. 773 U.S.O. E G•S. v ��' Approval dale L -9939 Z Z Elev: Datum: R.C.E. 9/36 ,� ill FILE NO. I , __ I - r I b 14 ZT IAL I. 133 . 17 iiss �0 J B PLAN) O TRACT AND 6 �$ \ „ 4 8 6� 66 6$ 2 1 '. z 1 1q x,13 r 3 `':' ' • L I B ,or it / ~� ♦ �,! ` . / '�.' 3 ' / _ � � CODLNQREEN LINE 1 ; % f ^ 4 i �-.»� 2 % % APR /DATE) y . qe y • As /o/ J 2 / j cv Lo _ / All 3 2 �� I s_ : •r r s. N 9 10 2 2d 4. el �1, Q ` /4• �OO 26 l?� r J O ,, t� , Z q y > B ,. }- i � .x' ♦ xr ♦ �� � � ., �4 ;: $ w ly LLJ 11%7 3 IT / s/4 �' i y r / / '� 'j �w ' ,, ��,\ �,'�? ►ma 3's ,� /' m IRRIGATION NOTES IF e 3, 3 1 1 Q 8 \ �� 4 r % '/t / ' 3 Q 1� 1. I RR I GAT ION SYSTEM SNAIL BE I NST ACOORD FNG TO •�,,,. 6 3 , THE OOIl�TY OF SAtJ DIEGO ST lCAT IONS Lr C r. \ ING TO THE FOR SP � S � Y IV A NG �yy S1 4 � • BE SECU ' / • - � \ - CO" TIfN SYSTEMS �, Ul l IIN rU{ ~ o 0 B . LONG N0.4 �� �+ 5iM 2, REBAR IMPACT - Ii N �S SHALL RED WITH A 24Y RE IN TxO " �, •' / v IRED WITH 2 GA. GALV. STET Y •sue , $ , / 3. VACLW •�j, BE SET 6" ABOVE PIN. . GRADE �..: / HIGHEST T SPRtNIQJ_R `Ht At) ON CORRESPOND LNG , �r'� ILL !� BATTERY s_ Z SPRAY, ! ; ' '� ; % 4. All Y HEADS WU BE SET F I ;FIN. \, s �\ * / 0 �l\` • b i 5. CHECK V ALVES SHALL BE IN LINES OR RISERS WHICH CONTINUE Mona TO DRAIN ALTER VALVE HAS CLOSED• �. / - a 6. LATERAL E � aN SIAP°ES 9FIAt1. BE SCtF1�;E . gip GALVlW tzm. STAl�D 9N S DOPE WITR NO, .4 R R 10'-0" O,C. 0 a J 7. OPt h 40 EVEN 8 INSPECT FOR LEAKS Aft k• IRRIGATION LEGEND \ � 8, LANDSCAPE CONT FOR A PER RACTOt SHALL MAINTAIN IRRIGATION SYSYSTEM S K OF 30 I�p�(S SI�MIT T0 .01[#R ALL I MFG =L No. =IPTION A \ WARRANTIES FAR IRRICA l IP! N07ZLF GPM TC�pD 550 12-04 STREAM SPRAY W. 25 .7 QUARTER ON 12" ' v 550 -12-08 - o TO 3 -PJ IWACT SPRINIQ �i5 25 1,1 HAIr PERMITS a Troi'sAE1p1E0o . o RAINBIRD P.£R 1 ' , ` ; 14 , 25 LA 1.3 QUARTER S ,, o 0 , DE PA RTMENT Qf tU �LIC: i I V P3-Pj 14' 25 LA 1.3 HALF - ~ REZONE PERMIT NO. _ AIOArE " P3-•P 1 35' 25' 07 1.6 FULL a�AOwa ►w+s �` MAJOR LICE PERMIT NO. _ PSO C P3 PJ 35' �5 . 07 1.6 PART - — - RUIN T Y 0�` 1�, tii. raQ, (J RAiMBIfIn EFA SERIES GONTROt .VALVF7 E T AS ZE NOM at . a 2 -- I t32 1 e TENTATIVE MAP NO.__. _ a , *ETON 362 FLIT SIB& F -� Y 0 BE :1"1 11/11A�K lF NfA DO WS 1Mpi116` - � .. : SATE VALVE .(LINE. SI7Jz'9� r ��' � •.. � � _ N.: o....... w ow. � p � o o , n /t" /R0N /NhVMNCRE7f J lij N.Ff ,,. - -- — —td' •'" - J 00 7? sK� • ---- PVC SCH, 40 ' BRONNLINE' LATERAL L klE $TZE' AS NOTED ON PLAN - L �7 10M , 0. f &IN Ali Y AIO�VG /lANCNO lANTA �f _ �► , �►-M- +... PVC SCH,4U `SROt�KLINE' MAIN, LiNE.,,$i:`AS NOTED ON PLAN f10A0 AC/ SS /QO Pp it / 9S�PP ` - _ L NECONO d N/V SE [EYE[S ` 9 /11 7 DAT r S. f:. G. S. L iwir�yr { ELEVATION: ^ - IJ �,���..,- 1={�� -: T' ELK" 7 �.. -te TAI B �1�.. �1.. , - - �I�l>[. � .L, T 2 LaL L.G I,t� G7t 1• T ^rllK la C 7' 2 irC A.l� LC✓N. AGf►L,ll� bC.J ZZ 1. a:.•y_. �- "�' I. .faAL:. 9 I. : >��. I Gr�4L • z� ! Gp i s,'4:` •5 w ' a " i w� " T ! ELK. +.. , ✓ \,, 2 0' 19 ! 18 1 1 1 6 l 1 5 : • T ` 6 a 66 1 6S t ' $ .� N ♦ v i l O 3 AD' 1 3 a 61 AGACI to ION ,, ��= Q U C CJ ?/ • • 0' COOL N(3REEN LANE O APR /I�A7E) ' ` l • w (l RI VA rF) ' • / S < 3, yrip _ >O °;'_ -- 23 O ' I O D I C i i ! G ArL . y rops P��i --�:� - t ! 7 8 j g 10 z c' 02 1 ',� . V 24 • .. yam rP • ...- _ 1 .. / 1' ..q • ,` Go 03 0 �i , h 5 60 Fri + O QQ 3 � No o , O OJT , q (PR, w 4 4 4 4 4 '�,��, I Gr l Q ` '• r '^ 8 / ° . r. wo \` O r 44 J j �I Q r /3 33 to Ap 0 3 t'n o )► 0� W (` fir. - 1 2 ,AC.A�iIA "LLB`. • ' .: t '.+: _ . • k .,, 1I. \�, � - J �i LL [ P'ltVTING LEGEND / r , 1� x V ti 1rD SLOPE MIX # /ACME ' SEED TYPE o) ZIP 12 OCCONNORS LEGUME `� `% 3 CHRYSANTHEMUM LEUCANTHEMUMA , l �:z r' 3 SUNSHINE GAZAN I A 5 ALLYSUM "CARPET OF SNOW" 3 CALIFORNIA POPPY AB$RV, BOTANI_QAL_ NA CQMI'ON..NF �' 1 EUC,PGL EUCALYPTUS POL.YNMEMS SILVER DOLLAR`GUNI ° \ T� AGACIA.LON ACACIA LDNGIFOLIA '30JEY GOLDEN WATTLE PLANTING NOTES f' D� Ab1 ! ���. T 1, ALL PLANTING MATERIALS S PROCEDURES SHALL CONFORM TO THE COUNTY o 0 i IZ I. r4AI,. OWN OF SAN DIEGO GRADING ORDINANCE SEC, 87,417 AND THE COUNTY OF ONO SAM DIEGO PLANTING MANUAL APPROVED BY THE D I RECTOR OF TRANSPORTATION ��. - r2 /aI�AGIP� L' ± J z [ .} 2. '':Ait PLANT BACKF I LL SHALL BE i/3 BY VOLUME ORGAN! � �. - Q` ,. i r n �r � +ATERIAL AND 'LL SHALL CONTAIN TWO ( ?_) 21 GRAM FERTILIZER T;IBIETS. I— i' W 5 3.' ,ALL GROUND COVER SH�LL BE PLANTED AT 12" U.C. IN TRIANGULAR +� N SPACINGS. CUTTINGS SHALL BE 8" LONG, BURY 5 NODES (4 ") DEEP, 4, ALL GROUND COVER & ! -AWN AREAS SHALL RECEIVE THE FOLLOWING AMENDMENTS PRIVATE CONTRACT FOR EACH 1000 S.F. PERMIT COUNTY OF S" DIE60 f �ARTMENT OF PUBLIC MIOR 100 LBS. AGRIFORM 16 - � lrreis I- e 7 -12 FERTILIZER i• � o 35 LBS, SOIL SULPHUR _ ..r v 5 LBS: IRON SULFATE REZONE PERMIT NO.___ AlQA/F - _ -- -- om1 of G►TANS FOR - � p F MAJOR USf PERMIT NO. _ PBO _ I I B - _ ! J TENTATIVEMA►NO. ___ I COUNTY OF SAN DIEGO' 5, MAINTENANCE PERIOD SHALL BE 30 DAYS & SHALL INCLUDE ALL WATERING, ry .� 4 I- raA�- s23x __ WEEDING, REPLACEMENT OF DYING PLANT MATERIAL, RESEED BARE AREAS TRACT NO. 4Z3Z- tTF LAWN, 8 CUTTING OF LAWN *%T rC ND' OF 3O DAYS, . i *^ ; =L04T NIA Y CfiA1 a i BETVCH MAAbC cA IiOA Aj I NQE x �s i�. iHEET .� r: ossc IIIITION .. �; ,,.., _ •. - c ,., L t� 71 a6 Bu / F ..._ 7113.6.5 _ _ - -- ONIEC van Oi fteL IG �OA�.� - �• . --,F LouTION - - — - - AN7A EE i 0 4NN ?!/N At V QON6 RANC �► f. / C 0 _OS wr �' y M y N�� e ryCN I��s _ .~ q OF , r� ` f IL /19.71] oATwr rt. S. C. G. Y. /e.. '— rwM «. S. ... �; aY Y yy;'.S ' „+' t � � r >'1•'1 e- -4 .� .. .. . - +. - ��yy � ,. ' 4. v "' •tin.Sa:.._.'. .�.1. - eAV.... .!.. ...' . ,. , ". • .'( }'A•t1 �f.Al(Y...- -- ..''l2•. 'r. .. r 11• L r ,. ,