Loading...
1997-4928 G (Plans) WORK TO BE DONE: SOILS ENGINEER'S CERTIFICATE - u r / RESIDENC NG .._ t I GRADING I, W /VII ZL 9 617 RC A REGISTERED CIVIL ENGINEER IN THE STATE OF A. GENERAL C. GRADING CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ! J� Mph A BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY THE SOIL V \ conc 1. ALL WORK SHALL I SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE DIRECTION BETWEEN THE DATES / l / r s AND Szr -.r' l t��• ONE CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY ` i AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED _ ~' ( \ , ANK t THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY AT THE REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT E BEEN$S /Or AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. q s 2oa f 2. THE SOILS REPORT TITLED 2 FE__B�1^! __ PREPARED BY SCENIC_COAST_ OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN I' ART ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS ' A BUILDINL SCIENCES_ DATED 7 3 96 __ SHALL BE CONSIDERED AS A P 7 AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SIGNED: DATE: �G . } " G l YY i' 1 �.s� ) . 9 f L� 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO ;^ y, g PCL 1 TPM OWNERSHIP) f ` RANDS I1`W _ (SAME OWNERSHIP REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL w S 3 / /� ��� � T 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, CONTROL SURFACE WATER E AND AVOID DAMAGE TO ADJOINING PROPERTIES OR RCE NO.: EXP. DATE: ._. LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO ti „�, o ^ " °` ❑ 1 WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS 2 DECLARATION OF RESPONSIBLE CHARGE A _` CONSTRUCTS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN I 2 THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, ^ti ti , I FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT INSTALLED. I HEREBY DECLARE 79 Mph 1 l J f PLANS. -- -- THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE r 6 - - -- -- 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL PROJECT AS DEFINED IN SECTION 6703 OF ThE BUSINESS AND PROFESSIONS \ -- -- 9 tier '` _ SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL CODE, AND THAT THE DESIGN IS CONSISTENT WITh CURRENT STANDARDS. O 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE > - _ PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS \ DAMAGED OR DESTROYED SHALL BE REPLACED TO EXISTING CONDITION LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT PRIOR TO GRADING. NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR P VaS11NG 3a 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE P /0 WT SLOPE PER °"G �ese'c A _ I 6. HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE DESIGN. w ��c�JV�ASE. (p�c y MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. o� 'y ` ° REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. LOGAN ENGINEERING C39726 m �' �P1, °- - 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 132 N. EL CAMINO EAL, SUITE/N " + 2 ''"'Ax 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES ENCINITAS, CA. 9 24 s ( 77 T. 1�. ; = _ °sA, ✓' DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED (619) 942-847 42 -847 �q TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY / / q FCf�A DATE: AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR V - EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SIGNED: r 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES DOUGLAS LOGAN 7 "b f a7Q B A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. • THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS RCE NO.: 39726 EXP. DATE: 12 31/97 f l ��w AND CITY RECOGNIZED HOLIDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL _ -- BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE I' ,+' f,• _ ` �y �-/� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OWNER'S CERTIFICATE CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL LEAST 48 HOURS IN ADVANCE BY CALLING 619 633 -2770. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST _ / ✓ CITY AT ( ) HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AU AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. c8c 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE SIGNED: DATE: AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND GREGO J. CASTLE N STANDARDS T IRRIGAIO. HAULING OPERATION. / / ¢ {{ _ Y "��,• y 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED , 4 5 w _ AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING BETWEEN OCTOBER 1 AND APRIL 15. ,�° - ? /� t ✓ - 4928 -G - _ HAS BEEN PERFORMED IN SUBS sw F TANTIAL I _ - -- aa UNDER PERMIT N0. I CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ADDITIONAL WORK TO BE DONE �°� P ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE E. EROSION CONTROL DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG CASTLE AT 619 44- 1 7230• 1O CUT AND /OR OVERLAY A.C. PAVEMENT AS NECESSARY. B. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE O REMOVE EXISTING A.C. PAVEMENT. �`° '° '° / N AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO O CONSTRUCT 6" A.C. BERM ON "DOWNHILL SIDE OF DRIVEWAY. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ® CONSTRUCT 12 FT. WIDE A.C. OR P.C.C. DRIVEWAY AFTER SPLIT ADDITIONAL EROSION CONTROL NOTES U AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMMINENT. IN DRIVEWAY. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 1. JUTE MATTING, HYDROSEEDING, OR APPROVED EQUIVALENT ° CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE O5 CONSTRUCT 16 FT. WIDE A.C. OR P.C.C. DRIVEWAY FROM PROPERTY LINE TO BE INSTALLED ON ALL EXPOSED SLOPES. NOTES Q PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVAL OF THE ENGINEERING INSPECTOR. TO SPLIT IN DRIVEWAY. 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT F - SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE © CONSTRUCT EARTHEN BERM OR SWALE ® TOP OF SLOPE. SLOPE =2% MIN. WATER FROM FLOWING OVER THE CREST OF SLOPES. OA PROPOSED 20 FOOT WIDE PRIVATE ROAD EASEMENT OVER PARCEL Z_ FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO 2 FOR THE BENEFIT OF PARCEL 1. U F EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND WORKING ORDER TO THE SATISFACTIO N 0 THE CITY ENGINEER AFTER EACH INSTALL 6 " AREA DRAINS WITH 4 „ Z PVC / 7 ABS DRAIN PIPE. HYDROSEED MIX SHALL BE AS FOLLOWS: ©PROPOSED OPEN SPACE EASEMENT TO BE GRANTED TO THE CITY W NOTIFICATION OF COMMENCEMENT OF WORK. RUN -OFF PRODUCING RAINFALL. 0 2,000 LBS /AC. MINIMUM WOOD FIBER MULCH OF ENCINITAS PER FINAL MAP FOR TPM 96 -041. Q ® CONSTRUCT MASONRY RETAINING WALL PER GITT of -*^N o 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE I�IEv j 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL >�NULE IN No. 2ZZ ?AP31.� ^ Z I N�Il1hIT �Ir.N �'I'- o (16 -20 -0 W/15% SULFUR) © ACCESS TO LONE JACK ROAD PER EXISTING ROAD EASEMENTS Z A. SEWERS - 633 -2780 CARDIFF SANITATION DISTRICT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED RECORDED SEPTEMBER 16, 1993 AS DOCUMENT NO. 1993-0611411 GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 9O APPROXIMATE LOCATION OF EXISTING LEACH FIELD RESERVE AREA TO BE 20 LBS /AC. MINIMUM FESCUE, "ZORRO" AND JUNE 28, 1995 AS DOCUMENT NO. 1995-0271435, O.R. LLI B. GAS & ELECTRIC - (800) 422 -4133 SDG &E. ABANDONDED FOR NEW DRIVEWAY CUT. 20 LBS /AC. MINIMUM ROSE CLOVER 1-- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY : I C. WATER - 753 -6466 O.M.W.D. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 10 INSTALL 4 "PVC SEWER LATERAL FOR PARCEL 1 OF TPM 96 -041 & HOOK -UP GRAPHIC SCALE (n WATERS CREATE A HAZARDOUS CONDITION. TO EXISTING RESIDENCE AND ABANDON EXISTING SEPTIC TANK. D. TELEPHONE (800) 422 -4133 - PACIFIC BELL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 11 INSTALL OR S -14. LEGEND 30 0 15 30 60 90 E. CABLE TV - (800) 422 -4133 - DANIELS CABLE. SHALL BE INCORPORATED HEREON. PER S -13 3 PVC SEWER LATERALS FROM SEWER MAIN IN LONE JACK ROAD. T 1Q INSTALL WATER SERVICE FROM MAIN IN LONE JACK FOR BENEFIT OF PARCEL 2, PROPERTY LINE (IN FEET) CD Of ' 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TPM 96 -041. ION 1 INCH = 30 FEET 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FF FINISH FLOOR ELEVAT Z PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:(619) 633 -2770. m RETAINING WALL PER I UI�. No. 2ZZiL W qt 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SITE ADDRESS: OWNER & PERMITTEE LLI Q r 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY d TG AREA DRAIN GRATE TOP ELEVATION Z U 00 INSPECTION. PHONE:(619) 633 -2770. ALL WORK PERFORMED WITHOUT FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL ApN GREGORY J. & DOREEN A. CASTLE 14T ST (D J FL AREA DRAIN FLOWLINE ELEVATION BE REMOVED AFTER EACH RAINFALL. 2894 LONE JACK ROAD i- � o W BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND W N REMOVAL. 264 - 152 -03 ENCINITAS, CA. 92024 215.0 SPOT ELEVATION (FINISH GRADE) 13TH ST 0 _j 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE PARCEL OF LAND LOCATED (619) 944 -7230 � 6" AREA DRAINS U Q2 hQ SITE Z 0) EFFECTIV COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NORTHWESTERLY OF LONE - -= _= 4" PVC /ABS DRAIN PIPE CACCE SA Q I NOVEMBER 15TH THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW JACK ROAD. C,4 N> C7 N CD INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND -� DIRECTION OF DRAINAGE J qC /Nq CA EILO o p O Ih SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF �p� ttl�YS DRAINAGE SWALE (2% MIN) RANCH * ENVIRONMENTAL DATA CONSERVATION. LEGAL DESCRIPTION � N0.2 BACKING RIP -RAP (D -40) ce 71 EXISTING O CRYSTAL v A PORTION OF LOT 18 OF RANCHO LAS ENCINITAS ACCORDING 80- EXISTING CONTOUR Z HST 4 RIDGE ROAD Q 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE =40% +/- TO MAP NO. 326, AS DESCRIBED IN GRANT DEED RECORDED 18 FINISH CONTOUR Q = Q +/- * EARTHWORK : SEPTEMBER 16, 1993 AS DOC. N0.1 9 93- 061 1 411, O.R. �I-:;- DAYLITE LINE /GRADING LIMITS C 2) MAXIMUM VERTICAL DEPTH OF CUT = 8' d G,� BON ✓q o z CUT= 1500± C.Y. OUVENHAIN MUNICIPAL WATER DIST. CITY OF ENCINITAS FIRE DEPARTMENT CUT SLOPE (2:1 MAX) E �C /N = Ck ROgp O 3) MAXIMUM VERTICAL DEPTH OF FILL = 8' +/- FILL = 1500± C.Y. rY 4) AVERAGE DEPTH OF CUT = 3.5' +/- ® FILL SLOPE (2:1 MAX) � VICINITY MAP (n z * EARTHWORK OUAN7777ES ARE CALCULATED ON A 7NEORE77CAL BAS /S AND " CONSTRUCT NEW PAVEMENT NOT TO SCALE L W W 5) AVERAGE DEPTH OF FILL = 3.5' +/- ARE U77L /ZED FOR PERM IT AND ENWRONMENTAL PURPOSES ONLY ACTUAL "`' ` ` ' *SEE RESOLUTION OF APPROVAL FOR 96 -041 FOR FURTHER ENVIRONMENTAL OUAN7777ES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR / D ' �! / 'mil r� "lJp DATA ALONG WITH LETTER FROM MR. BILL WEEDMAN DATED 6/20/97. SWELLING FACTORS. ( f� APPROVE BY D TE APPROVED BY DATE O ✓A &,o 'c a Yuss Z _ CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w Q /1\ axt E WaW -rY T.P.M. 96 -041 OC -0073 CHIS. SQ. TOP OF HEADWALL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP ROVE SW COR. INT. OF - „ _ ++�/ GRADING & EROSION CONTROL PLAN: LowEP- p11,v �i LEV. ERMIT IN L I -� w/ STEEL FN PST EL CAMINO DEL NORTE AND RANCHO SANTA HORIZONTAL 1 30 A j DATE '�� -9 7 BY: �� BY: THE CASTLE RESIDENCE 4928 -G FE ROAD. 23' WEST OF RANCHO SANTA FE AND 60' SOUTH OF EL CAMINO DEL VERTICAL N A kj�• l�12� INEER R.C.E. N0. 39726 DATE: ZA' /Y DATE: Il- l�'17 PARCEL TWO OF 96 - 041 TPM NORTE CENTERLINES. EN OR 9.476 DATUM: U.S.C. & G.S. APPROVED BY DATE DOUGLAS E. LOGAN EXP. 1 -31 -97 WORK PROJECT NO. SHEET � OF � Plot date: 7 -08 -97 File name: CASTLEG1.DWG