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1990-451 G (Plans) I GENERAL NOTES GRADING EROSION CONTROL LEGAL DESCRIPTION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LOT 7 OF MAP N0.12644 (TM 88- 115) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE SOILS ENGINEER OR UNDER HIS DIRECTION, HE SHALL INSPECT BRUCE WIEGAND AT (619) 942 -3146. DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS A.P.N. A PORTION OF 264 -24-04 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON, ALL SITE ADDRESS NORTH EAST CORNER OF 'E' STREET 6 TETEN WAY GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 2. THE SOILS REPORT TITLED OLOGIC AND SOILS ENGINEERING TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS T❑ FACILITATE RAPID CONSTRUCTION OF INN STI N JA IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN IS IMMINENT, OWNER /PERMITTEE ENCINITAS CALIFORNIA A0049t CUM. CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SHALL BE CONSIDERED AS A PART OF THIS GRADING DANIEL H•WIEGAND TRUST PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR 2210 ENCINITAS BLVD., SUITE Y WITH THE RECOMMENDATIONS AND SPECIFICATIONS ARE SUITABLE FOR THEIR INTENDED USE. MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING ENCINITAS, CA 92024 CONTAINED IN SAID REPORT. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED INSPECTOR. <619) 944 -3875 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 4. THE CONTRACTOR SHALL RESTORE ALL EROSI ❑N CONTROL DEVICES OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ESTIMATED QUANTITIES 3, APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE AFTER EACH RUN -OFF PRODUCING RAINFALL. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CUT 609.9 C,Y.* IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS, SEPARATE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO FILL 877.4C,Y,■ CONJUNCTION WITH IMPROVEMENT PLANS. INSTALLED. UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES - 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND WHICH MAY ARISE. IMPORT 267.5C.Y.M GRADING. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE SPECIFICATIONS, ALL VEGETABLE MATTER AND OBJECTIONABLE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ■ EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ONLY, TO PROTECT ADJACENT PROPERTIES DURING GRADING SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL CONDITION. OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SOURCE OF TOPOGRAPHY - AERIAL SURVEY BY CONWAY ENGI NEERI NG, DATED 6 -15-85 REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO NATURAL GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE GRADING. A DEPTH OF 6' AND THEN COMPACTED TO A MINIMUM OF 90 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6, THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ENVIRONMENTAL NOTES, BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ACCORDANCE WITH SPECIFICATIONS. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 24% OR A LICENSED LAND SURVEYOR, 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN (EXCLUDING ANY EXISTING MAN MADE SLOPES) GRADE TO PRODUCE 71100TH SURFACES AND UNIFORM CROSS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3FT AND THE MAXIMUM SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH VERTICAL HEIGHT OF FILL 1OFT. RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RAINFALL. FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER 3, A,) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 16,467(C.F.) 1.52 FT. REGULATIONS. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE OF CUT AREA OF CUT ( ,) 10,SOS(S.F. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED B,) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 2AG79(C.F.) = 1.68FT MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ACCORDANCE WITH THE GRADING ORDINANCE. STRAW INSTALLED IN ACCORDANCE WITH SECTION 35,023 OF THE OF FILL AREA OF FILL (S..) 14,105 IS. F.) CONDUCTED BETWEEN THE HOURS OF 5030 P.M. AND 7130 A.M. EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CALIFORNIA DEPARTMENT OF CONSERVATION. SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE NOTIFICATIONS FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 1, THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A LANDSCAPING SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 1, ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE SHOWN ON THESE PLANS, HOWEVER WITH PLANS APPROVED BY THE CITY ENGINEER, PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND THE CONTRACTOR IS REQUIRED TO TAKE DUE ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS, PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE, 2, FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION THE FOLLOWING RESPONSIBILITY TO CONTACT THE OF ANY SLOPES GRAINED BETWEEN OCTOBER 1 AND APRIL 15. FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WOR A SEVERS - 73 ( -2770 CARDIFF SANI TATIO T B. GAS & ELECTRIC - 44 �0 /- BCX�-422'4/3 (D 16 ALEPj) SDG&E C. WATER - f�lt¢f6� I 6W-422-4/33 (D/li O.WKD. A TELEPHONE - 422 -4133 PAC TEL E. CABLE T V - 1-6X - 422 - 4/33 (D /C ALE Ply ' DANIEL'S CABLE TV 2. CONTRACTOR SWILL NOTIFY THE CITY ENG R OF ICE 48 HlOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT, PHONE, (619) 944 -5070 3. THE CONTRACTOR SWELL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE, (619) 944 -5070, ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. DECLARATION OF RESPONSIBLE CHARGE SOILS ENGINEER'S CERTIFICATE �����_ I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 51 PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE L ERIK J. NELS A REGISTERED CIVIL ENGINEER IN THE STATE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH APPLIED SOIL MECHANICS, HAVE REVIEWED THRESE GRADING PLANS AND CERTIFY t CURRENT STANDARDS. THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT TITLED 'GEOLOGIC AND SOILS ENGINEERING INVESTIGATION,25+ ACRE HILLSIDE PARCEL I la LONE JACK ROAD, ENCINITAS, CALIFORNIA!, HAS BEEN INCORPORATED IN THE GRADING PLANS fiu 5 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFI- AND SPECIFICATIONS. CATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY 1 AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSI- BILITIES FOR PROJECT DESIGN. SIGNED,�� -- ___- - - - - -- �': EXP 3 -31 -91 f • . . Q RICE NO.1 C 44102 t sof ESS/p \ / T CL/YE/Yl b" EXP. DATES 6/30/93 VlC�W � 1 1 MAP BY ' - -- - - -�- 6 - - - -- DATE_` " no caoioz WAYNE SCO - - - - -- � [,o • NO SCALE R.C.E. 29577 f ( GLL���� EXP. 3 -31 -91 REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW SCALE COMMUNLTY DEVELOPMENT DEPT. AITIIObAL8 ENC3NITAS PU LIC WORKS DEPARTM NT DRAWING / CW4A16 E1 0 11ollE 7 TM 88-115 DEscRrTKM OC 0073. CHMELED S&MRE TDp DF REVIEWED BY: PLANS PREPA ED UNDER SUPE VISION OF RECD E DED APP VE AN FOR HYDROLOGY RPT HEADVALL NAfIKED WITH STEEL FENCE POST P ov r SOILS R - PT LOCATXft S.V, coRNER IF INTERSE IM NQ HORIZONTAL 20 D DATE By P BY. SINGLE FAMILY GRADING PLAN SANTA FE L EL C/M@!O REAL G N W I E G A N D RESIDENCE 0451 G. EROSION CONTROL PLAN RECORDED FROM, COUNTY of S AN DESo NONE S � � R.C.E. NO.: 77 DATE -ZS - 7� DATE: 3- u -F / LOT 7 OF MAP NO. 12644 MIT 1 rAAL- 11-o"? VERTICAL CONTROL VERTICAL /� TE ENGI R - WAYNE PASCO ELEVATK>H 119,476 DATUM: U.S.s.S. 1. • R EXP. 3 -31 -91 R 6 WORK PROJECT NO. SHEET 'I Of 3. Pt 423 .F 40+ RO D ESMT. 3' 6' 12' 12' 1 all N c ' , r r 2 ~N 2% I -- itIN i , A EI �� 1 L =` � � Lt ' 161 11� W I AC.R ,�• IKE EARTHEN SWALE DETAIL $$T� S pp � _ IG S�EC`ON No SCALE �� 1v, I MP �i �N I• / y'� ;ltC� /IMKMtNTa W I EGANO STREET Sim NO SCALE A i EPOT lLI"lI ON \ A r4 14.. I ¢Illm oON*O1a 'I XIDt +• 2 �? / ,d 13• �• �S" i' FINISH GRAD! CONTOIM —Zip 1 DAYLIGHT LIM! SCALE , ,t Ip 'r 20' I � / PILL BLOPES 2:1 MAX. p � "• V � �• � � EXI�� �E CUT iLOPIi 2:1 MAX. T• a" 4fZL1` IRR"= ONALS (8!! DRTAIL) — — igi.0. WQt PT 1 PiIICTOR OF DRAINAO! 2.5M. �j pp o HOSE B I B Ib O ' BROW DITCH PER SDCO STD DWG D -75 TYPE 'A" \ EXIS E ' er PL� BUILDING WALL / / a s a pp RIP RAP WITH FACING CLASS BACKING PER SD.CO STD. DWG. D -40, TYPE -1 4P 00 / RETAINING WALL PER SDCO STD. r r / DWG. C -2 TYPE- 1 ? I .• CUT AREAS AND PADS TO BE OVER EXCAVATED AND RECOMPACTED IN ACCORDANCE WITH RECOMMENDATIONS IN SOILS ENGINEERS REPORT. b / 1 � o o / r I�J / z �e2 4p EASEMENT NOTES cv � XISTING SEWER EASEMENT TO CARDIFF SANITATION DISTRICT 180 G / / / DOCUMENT RECORDED JANUARY31, 1990 AS FILE /PAGE NO. 90- 055395. t / OF OFFICIAL RECORDS. � � / / , / // ® WATER EASEMENT TO OLIVENHAI N ,? I � D o / MUNICIPAL WATER DISTRICT PER ,a 1 I I / MAP NO. 12644 � I � / � F _ / I � / PRIVATE ROAD AND EXISTING I UTILITY EASEMENT. 1 III I 9 _ I I I ,. : •. , I I I o A N I � 1 I I� .. .r•. N I SD � i , I 8000 Df � H 181 ^ • I 16T.o / q, � •• I I n l• O .0 / 1. Q I I \ uJ r J 226 I r -. �. G • . / 6 I I � \ � I,iO .F• I O W.I, 7 224 I . IAN A / �FESSIp�,�� 1 v 7 1 I I I A 01 C _ I y � 2.92• T / V87"09l6 E �O 446var P /PE 4 elpRaP EXP 3-31-91 / PLaA/ c -/ate. PASCO ENGINEERING (eta) zsa -ez+z 535 NO. HIGHWAY 01 / ^ / S A SOLANA BEACH, CA 920 !4075 p REVISIONS APPROVED DATE REFERENCES DATE BENCM MAW SCALE SPECIAL DOTFAG'T DR A ALA O TY F E NITA PUBLIC WORKS DEPARTMENT DRAWING NO. / Aoo eleokv o/rcM J IMPROVEMENT PLAN8281R OC 0073 - CHISELED SO TOP HDWL MARKED W/ ' PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED APPR GRADI NG PLAN FOR 4( PPAIF A AL -LL TM 88 -115 STEEL FENCE POST ATS.W.COR. INT. ELCAMINO ; g/��Q/ BY: _ BY W I EGAN D RESIDENCE 0451- G L NORTE L RHO SANTA FE RD. 23 N RH¢ 1 w20 DATE =f _� CITY E INEER PERMIT FN L 11' �TA FE RD a 60' S EL CAMINO NOTTE c• HORIZONTAL LOT 7 OF MAP NO. 12644 RECORD FROM SDCO VERTICAL DATUM. �'"d R.C.E. NO.: 29577 DATE: 3-�9� DATE: ^ Z t _S r 1 ELJ19A76 CATUMIU.SGS A . VERTICAL N ENGINE - WAYNE PASCO SHEET 2 OF 3 EXP. 3 -31 -91 R.�,�� WORK PROJECT N0. PE 423 40 ROAD ESMT. 3' - - -- 20 i 12' 12' 2' 6' � �p 244!_�l N. rj _ EXISTING > — L, L r 3•AC.OVER6 "AB EARTHEN SWALE DETAIL XISTINGTYPE •S "A.C.DIKE " t PROPERTY LINE � ""� ■I'•' 1 E) w x1 # TYPICAL SECTION No SCALE - n r " ��ESEp�pt�81.2 • G OI� iX�SCINDIKEPE ^s 1 W I EGAND STREET % ; ', r E It' I I y A� EDGE of PAVEMENT ' : F ' FO T t -( {p NO SCALE -- EASEMENT LINEB W - P.C.C. • p Ul f 5 SPOT ELEVATION m ` � - EXI8TIN0 CONTOUR `( / +� Z A r" B p1 � 31 � B, OI FINISH GRADE CONTOUR DAYLIGHT LINE q FILL SLOPES 2.1 MAX. 0 -\ V _ s VC y Q, 0 0 Ex � CUT SLOPES 2 : 1 MAX . �� .... p�C L1 r " y a- EARTHEN SCALE ( SEE DETAIL) DIRECTOR OF DRAINAGE ?� HOSE BIB �v Exisr TY PE "s' - N N ' �� �, SANDBAGS - 4C OleiE '� 1 Boll D N, WALL x >• a O '`� g V � RIP RAP WITH FACING CLASS BACKING PER SDCO YE. 1 �ID. DWG. D -40 TYPE. -1 ()0 4V i Q �_�" _ 3• D RETAINING WALL PER SDCO STD. L -�isll ., N DWG. C -2 TYPE � ->,,j � _ • y ,' - ��, PAD GRADING 10 Bt N A - C.C)RDANCF 411H r_ RECOMMENDATIONS MADE N SC1�.. ENGINEERS f nrl ri REPORT ' I 18 4 Nly 00 1 T' / �, Ov - j EASEMENT N OI F S EXISiIN(; EAS T . _ � y 18 i �1 / CARDIE SAN I IA`IIONDISTRICT PER 1 DOCUMf .N T N:ECORDED JANUARY 31, r " A 3 /� ° to OI 1990 A5 FILE /PAGE NO. 90- 055395. j Q7 �• / r E I( Al. RECORDS. CID '0 co CID ti a CD 40 1 0 / WATER EASEMENT TO OLIVENHAIN CID O � m a � © MIN' ;PAL WATER DISTRICT PER > ;� a � FU� - 1A! 12 644- - p�L FX 1 I N(, 'PRIVATE ROAD AND U'11LIIY EASEMENT. / 1 Cc T N I r 1 0 VVV lu N g 5DCQ 9TQ 1A (� QWC 0-7$ ) v Y ' B¢O►�' DITCH -' T p 1810 n C O Q gW C � . o W 1-j00 ? I m D UI f a r o 16 I m TW 1 0 F-- ire I IBS y i 221 f uv 216 0 .-.. ,•-... ! 1 .� i '. i WG D �/°� ,� ' �- 2 BTD p 6 5DC :STD D -75 a �� D /74'H x j A... a.... w ' A. I VB7 C62 92' - Ex/9T P /PE ,P 4AID QIPaP-,= Exa 331 -9t � � 2 4PP20VED G2GD /MU 16 • � I r PASCO ENGINE Hie~ sas NO Nro 1 l� •.O1 ANA &EACH• CA RK � � BY vv��C�K`_ PAKTtiT REVISIONS APPROVED DATE REFERENCES DATE BENCH MA SCALE SPEGAL DISTFIfCT R. T� a1 :/aP BY c)i % K n AP APPROVALS CITY OF ENCINITAS PJBL_!C IEN DRAMN / A00 BPOWD /TCCf/ -= _j - --- IMPROVEMENT _ _- STEFENCE NT ER CINC c 111 R' OMMEN (D APP EROSION CONTROL PLAN FOR: - T D P ANS PREPARE UNDER . .� f�f� OF UPDATE APPRo✓gL C• 4-?.(z- DEL NORTE 3 RHO SANTA FE RD. 23 N RHO. 'I _20 9r PY '�c' BY _ W I ELAN D RESIDENCE 0451_ .- FE RD g 60' S EL GAMING NORTE Q.• HORIZONTAL LOT 7 F MAP N 1 EXPc s - i 1 - R.6� _ 1 •pm WORK PROJECT NO. O SHEET 3 3 RECORD FROM SDCO VERTICAL DATUM. �Os� Q/l�� R y yC o� .u9� O. 2644 _ -- - _ - -- - -- __ - -_ -- -- EL.119.476 DA U.SGS. N A } c y � ` - - -- - � ;)ATE S � l DATE VERTICAL ENJ N WAYNE PA., C.O -- --