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1996-4568 G (Plans) T WORK TO BE DONE A. GENERAL C. NOTIFICATIONS E. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGANTED IN ACCORDANCE WITH 1. ALL WORK SHALL BE DONE F P N ACCORDANCE WITH THESE PLANS, THE 1 . 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO STANDARD SPECIFICATIONS OR PUBLIC WORKS CONSTRUCTION, E STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED WORK TO B E DON DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AVAILABLE EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LANDSCAPE AND IRRIGATION STANDARDS. ALL WORK SHALL BE PONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES FOR P W D OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES H IN I R UBLC I W CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD PRIOR TO ANY REQUEST FOR INSPECTION. 2. FINISHED ED GRAD G AND PLANT SMALL BE ACCOMPLISHED ON ALL SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF F. EROSION CONTROL FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK LEGEND PLANS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT A. SEWER - CARDIFF SANITATION DISTRICT - 1- 800 -422 -4133 AL MAYO (714) 261 -1400 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1 -800- 422 -4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ITEM RS YMB L 1A ITY GRADING. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL -�'"- C. WATER - OUVENHAIN MUNICIPAL WATER DISTRICT - NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT PROPERTY LINE 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. (619)753 -6466 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED DEVICES WHEN RAIN IS EMINENT. CENTERLINE -- - - - --- TO CONDITION- EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 -800- 422 -4133 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT EXISTING CONTOURS 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH APPROVAL OF THE ENGINEERING INSPECTOR. 54.85 F MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED E. CABLE N - TM CABLEVISION - (619)436 -2693 PROPOSED FLOWUNE ELEVATION 5 AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO �5 SURVEYOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER PROPOSED SPOT ELEVATION PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE EACH RUN -OFF PRODUCING RAINFALL. _ 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL (619)633 -2770' CUT SLOPE (2:1) � (� Y. SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL _ 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO FILL SLOPE 2:1 FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFET AND INSPECTION. PHONE (619)633 -2770. ALL WORK PERFORMED WITHOUT UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES HEALTH STANDARDS, LAWS AND REGULATIONS. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WHICH MAY ARISE. ROLL EDCOROA11406Ur ER G -4 4,450 LF 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF REMOVAL, A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AC PAVING 68,COO: BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, D. GRADING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN 3" AC / 8" Zn=4 , SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 8. NO GRADING OPERATIONS SHALL COMMENCE UNTLL APRE GRADING 1 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED YPE'�D� A ESWAL D a 61 LF SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND GRADING PLAN SHALL BE INCORPORATED HEREON. TYPE B" DRAINAGE SWALE D _ 75 663 LF PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. TRIPLE BOX CULVERT D -78, 79 141 LF ADVANCE BY CALLING (619) 633 -2770. SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR )imw 9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN 18", 24 ", W. 72" R.C.P. D -60 _ PER PLANS RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND STORM DRAIN PIPE PROVIDED STATING: EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. "THE GRADING UNDER PERMIT No. 4568 -G HAS BEEN PERFORMED WING WALL D -35 2 EA IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE IN SHOWN ON THE ATTACHED AS- GRADED PLAN ". PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH PUNCHED THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE HEADWALL D -30 1 EA OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF 10. SLOPE RATIOS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CALIFORNIA DEPARTMENT OF CONSERVATION. CUT -- 2:1 FOR ALL SLOPES MEASURES HAVE BEEN INSTALLED. ASPHALT CHEVRON G -5 28 EA FILL -- 2 :1 FOR ALL SLOPES DECLARATION OF RESPONSIBLE CHARGE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND GRAVEL BAGS. 2400 EA SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I HEREBY DECLARE THAT i AM THE ENGINEER OF WORK FOR THIS PROJECT. THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE STABILIZED CONSTRUCTION ENTRANCE 2200 SF FROM A SOILS ENGINEER. MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CUTOFF WALL FOR DRAINAGE CHANNEL D-72 1 EA EXCAVATION: 20,000 +/- CY* FILL: 28,000 +/- CY* UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Lr)t SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND., THE CURB OUTLET TYPE A D-25 =� o 1 EA N WA S T E :- - - - - -- +/- CY* A SEPARATE PERMIT MUST BE OBTAINED FOR EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND THEN i UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS RETAINING WALL TYPE 4 G4 320 LF ,1 IMPORT 8,400 +/- CY* WASTE OR IMPORT AREAS. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES Ln CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT DESIGN. , AC DOWNDRAIN D -22 4 EA DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING -° OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE GRADE r0 PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. SAN DIEGUIrO ENGINEERING, INC. `" (�� ! "� ! NO PARKING SIGN SEE NOTE BELOW 16 EA DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 4407 MANCHESTER AVENUE SUITE 105 ( IT I A THAT FIELD CONDITIONS - O PARK /N6 LANC- `a(GN h IVAN R. FOX RCE 38144 5 GREED A EL CO 0 ONS MAY REQUIRE CHANGES TO THESE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ENCINITAS, CALIFORNIA 92024 PLANS. NO PARK /NG F/RELANE S /GNS AaL , INSTALLED ALONG ENGINEERING TO DO S0. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND PHONE: (619)753 -5525 q rf ALL OF 7'11C- STREETS /NCLULIELI DN "TNLSE PLANS• OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES Z/ 1 / * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A THE .SPACING SHALL 86 ZS'L/.CE�YTER- S /GNS ONLY. CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND SHAD BE PZACEQ ON L3orf S /D1s5 D,� TH6 ' CE - TS ( DATE REGISTERED CIVIL ENGINEER MAKE SUCH CHANCES, ALTERATIONS, OR AND STA666PED So THAT THERE /5 ONE ( S /ESN DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.) ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING CID IN ACCORDANCE WITH THE GRADING ORDINANCE. SOILS ENGINEER'S CERTIFICATE DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER EERY /25�ON ALTERNA71A/6 S /DES OF THE STREET. 11. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION F COMPLETION OF THE IMPROVEMENTS. 516NS SHAZL aeE PER Ecmc IUlTAS F //2E Ro7wcr1cA/ I " PROPOSED PRIVATE DRIVE, PREPARED BY NORTH COUNTY COMP A CTION 0 N 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL D /577Z/CT 57ANL)AADS . ENGINEERING, INC, DATED DECEMBER 26, 1996, SHALL BE CONSIDERED SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE I, ,�i9LE 'P R� 6�/ A REGISTERED CIVIL ENGINEER IN THE STATE OF © SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN '1AC AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO CONTAINED IN SAID REPORT. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO UNDER MY DIRECTION BETWEEN THE DATES /Z -z /- Flo AND /L -Z/n- 9l0 PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL THE DISPOSAL OF ANY SUCH MATERIAL. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ONE CO B. ENVIRONMENTAL WITH O RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. 1. STEEPEST EXISTING SLOPE = 50% 2:1 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY I PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING OWNER'S CERTIFICATE V Y` 2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 22 FT., (B) FILL = 20 FT. SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE Z 3. AVERAGE DEPTHS: (A) CUT = 7.7 Fr., (B) FILL = 6.5 FT. FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE GRADING PLANS AND SPECIFICATIONS. -- HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY WITH REGARDS TO THE HAULING OPERATION. i � ®iLSSIQ AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 5201 FT RpNC�I C7 SIGNED: s�OGE/j �1��%* 4Q���R pp z RCE NO.: uj o. 1 9 39 3 � SIGNATURE DATE: EXP. DATE: . W v B ROAD W Q OWNER: L MAYO Z (PRIVATE ROAD CERTIFICATION) Ia1v 1d Q�� ADDRESS: 1722 K E INC ()F C IRVINE, CA 92714 tic Ch0 9 0 Z I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS PHONE: (714) 261 -1400 � tiO O r�' Ld AS SHOWN ON THIS PLAN SATISFIES THE �p J REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL 9Q, FOR ----- 1a-- ----- AND THE STANDARDS FOR PRIVATE STREETS. o QROFESSI Ei E7N c• / , N „TAS CA .,� Lil 8AN DIE4UITO ENaINEERINQ INC. f� Y O G NO 0.' N DIEGO 0 ENCINITAS FIRE PROTECTION AS BUILT �= /o -97 ND' 38144 R.C.E. 3 $ /¢<f DATE DIP. 3 -31 -O® Z ENCINITAS, MANCHESTER, SUITE 105 �9/ C I V 1 � 1\4 Q ENCINITAS, CA 92024 \ PHONE: (619) 753 -5525 L 5112-10 0 BY: DATE REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: � CF C Av O VICINITY MAP } /� /�,� NOT -TO -SCALE CML ENOINEERMIQ * PLANNMIO BY: `U!.._I/' ` ) I ob �-c 31 10 07 RC EXP: BY LAND S�&EYM DATE CITY ENGINEER, R.C.E. DATE (1995 THUMPS BRO. PAGE N0. 1148. C -5) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Ai REVISE LEGEND DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECO M N E ' APP ED GRADING PLANS FOR: OC 0073- CHIS. SID IN TOP OF HEADWALL HORIZONTAL N/A ( DATE: 9 "2 / -f7 BY BY: LOCATION: SW COR. EL CAMINO DEL .-- PRIVATE DRI WAY NORTE & RANCHO SANTA FE RD.-13- �( R.C.E. NO. : 38144 DATE: f - /3 -i DATE: J-I'� 4568E RECOR DATUM: V CNTRL VERTICAL N�A Q 6 _ I -may IVAN R. FOX � 3_ � /_ dr PARCEL 4 PM 12666 & SE 1/4 OF SEC 8, T13S, R3W, SBM APN# 264- 270 -4, 9 AND 10 SHEET 1 OF 7 4224- GP1.DWG, SCALE: 1 "40', DATE: 02 -27-97 f G: (� Nw„Q f1a�u�nQd DPa�r.1?PU+t1W FI NO 4224 , NoText NoText NoText NoText NoText