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1999-6206 G (Plans) WORK TO BE DONE GRADING NOTES LEGEND A. GENERAL "DECLARATION OF RESPONSIBLE CHARGE" 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1= DESCRIPTION DWG.NO. SYMBOL QUANTITY SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS STANDARD DRAWINGS, ANY CHANGES OR RIVISIONS THEREFROM SHALL BE APPROVED FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED CUT CONSISTENT WITH CURRENT S BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH STANDARDS. PROPOSED CUT OR FILL SLOPE (2:1 MAX.) FI LL 2. THE SOILS REPORT TITLED MATERIAL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE DAYLIGHT LINE C --ii I F W F I PRELIMINARY GEOTECHNICAL INVESTIGATION. PROPOSED DEMPSEY RESIDENCE CITY OF ENCINITAS DOES NOT RELIEVE ME, AS ENGINEER 0 ORK, 0 MY F APN 264 - 240 -02, LOT 1. CALLE MARGARITA, ENCINITAS RESPONSIBILITIES FOR PROJECT DESIGN. EXIST. CONTOUR �•_ . PREPARED BY CONSTRUCTION TESTING TESTING do ENGINEERING INC. FIRM: CONSTRUCTION TESTING do ENGINEERING SHALL BE CONSIDERED AS A PART OF THIS PLAN. ALL GRADING SHAH BE DONE D. LANDSCAPING 2414 VINEYARD AVE, SUITE G PROPOSED CONTOUR [301] IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN ADDRESS: SAID REPORT. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS rc ESCONDIDO, CA 92029 APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS CITY, STATE: PROPOSED 12" YARD INLET 299.00 FL 17 INLETS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. (760)746 -4955 EXISTING TOP OF CURB ELEVATION ) 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TELEPHONE 300. 00 TC TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- WAY'S. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO p SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN BY: DATE: / WITH IMPROVEMENT PLANS. OCTOBER 1 AND APRIL 15. 0 S ANTHONY GAETO FINISH SURFACE ELEVATION 300.00 FS : 040182 NO E C. . . 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. R. 09 -30 - OZ GRADE BREAK GB REGISTRATION EXPIRATION DATE: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT LOT LINES ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR E. EROSION CONTROL DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO RETAINING WALL RSD C -3 98 LINEAL FEET GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT JOHN DEMPSEY WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY PH. NO. (760) 744 -3133 DIRECTION OF FLOW A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. SITE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SA DEVICES, DEEPEN FOOTING 87 LINEAL FEET FETY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFIRMING TO ALL LOCAL., _ __ _ _ _ t STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REGULATIONS. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE DIP P AV 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID -_�-- FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. N � I PVC STORM DRAIN (PVT) 8 PVC 220 FEET Z AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. - 6 PVC 33 E FEET 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL 4" PVC LINEAL T HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT . CITY INSPECTOR, CIVIL ENGINEER, OF THE ENGINEERING INSPECTOR. SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADE MEETING r SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 760 633 -2770. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING =� ENCINITAS 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED RAINFALL. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE ' ENVIRONMENTAL REVIEW NOTES DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR .� ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 1. EARTHWORK QUANTITIES 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO CUT : 2260 CY CERTIFICATION SHALL BE PROVIDED STATING : `THE GRADING UNDER PERMIT NO.�2QrZSz PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A - FILL : 2260 CY HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING HAZARDOUS CONDITION. PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL SUCH GRADING OPERATION. BE INCORPORATED HEREON. 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 6.57: 0 3. MAXIMUM VERTICAL DEPTH OF CUT : 5 FEET B. NOTIFICATIONS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF MAXIMUM VERTICAL HEIGHT OF - FILL 7 FEET 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SLOPE AT THE CONCLUSION OF EACH WORKING DAY. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO ` 4. VOLUME OF CUT 61020 CU. FT. THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH > 1.74 FT. AVERAGE DEPTH OF CUT ON THIS PLANS, HOWEVER : WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY ENCINTT BLVD AREA OF CUT 34994 SQ. FT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL i BLVD VOLUME OF FILL 61020 CU. FT. ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE y am` AREA OF FILL 29100 SQ. FT. - 2.10 FT. AVERAGE DEPTH OF FILL CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. - �!► OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF - UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE SEWER (CARDIFF SANITATION DISTRICT) 1 -800- 422 -4133 OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE SAN DIEGO GAS AND ELECTRIC 1 -800- 422 -4133 STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF WATER (OLIVENHAIN MUNICIPAL WATER DISTRICT) 1 -800- 422 -4133 THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, PACIFIC BELL 1 -800 -422 -4133 STATE OF CALIFORNIA. CABLE TV (DIMENSION CABLE SERVICES) 1 -800- 422 -4133 2. CONTRACTO SHALL NOTIFY THE crrY ENGINEER OFFICE 4a HOURS PRIOR TO VICINITY MAP LO LO BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633 -2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION. PHONE :- NTS i (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SOILS ENGINEER'S CERTIFICATE SUBJECT TO REJECTION AND REMOVAL 18' 0 C. GRADING 1. ALL THE GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR RODNEY D. BALLARD A REGISTERED GEOTECHNICAL .� UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT I 1' 8' AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL ENGINEER AS A REPRESENTATIVE OF CONSTRUCTION TESTING AND ENGINEERING A CALIFORNIA COMPANY, DOING BUSINESS IN THE FIELD OF SUBMIT SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY ENGINEERING 3 X 12" YARD INLETS N AND ENGINEERING GEOLOGY CERTIFY THAT SAMPLING AND STUDY OF F THE THE SOILS 3/4" GRAVEL TO PREVENT 0 FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY THIS OFFICE AND PRESENTED E�� 27+ EROSION AROUND DRAINS rn INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN IN OUR PRELIMINARY GEOTECHNICAL REPORT DATED OCT. 12, 1999 TWO COPIES OF 3.� Gv�'���\ \i � 1~ 2$ HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE GEOTECHNICAL REPORTS, WITH OUR RECOMMENDATIONS, HAVE BEEN SUBMITTED TO 3 -� �'\ �`� \�� , �i,i� \ \ \„ �� 29. WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS THE OFFICE OF THE CITY ENGINEER. ARE ACCEPTABLE FOR THEIR INTENDED USE. \ \�\ �\ \ M 0 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE FE DF1fVEWAY C-C C110N A5 $u 11 T Z ,I POSITIVE DRAINAGE AND PREVENT "DING OF WATER. HE SHALL CONTROL SURFACE v QA° sstoN� \�: c 4 `t;,� N 0 WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE Q `1 D. �, ` '+ 0 SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONTROL MEASURES SIGNED: y oaf � O �Er `,� D! i x�f' w HAVE BEEN INSTALLED. W Q No. 2173 m Y �' ~ v �= D� OZ A4TE G.E. NO. 2173 °C Exp.6/30 /00 c: (� Exp -, 0-0 � Z EP 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 18 c P010 a 0 PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND DATE: /j 11 00 �TECHN��' ��! •,,\ ctv }zEY�Ey✓EC� BY w OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE OF cat + °P 1 8' �FO� c�� N UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE LICENSE EXPIRATION DATE: 06 -30 -00 REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE /AfSPEGto� Ia4T� SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. Z R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 2% 3.� F\ �ut . C G ��� . \\ \ \� � ,.-- `- 3 � F LEGAL DESCRIPTION o 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE OWNER'S CERTIFICATE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR DFIfVEWAY g.g SECTION \ LOT 1 OF CITY OF ENCINITAS TRACT N0. 97 -100, IN THE CITY OF ENCINITAS, z ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER - ALL COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCOEDrNG TO MAP THEREOF 5 AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF NO. 13566 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO � ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE THIS SITE. COUNTY ON APRIL 24, 1998. N AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. A E s 0/ 18 0 v DEMPSEY DATE Qvo�ov�� C4- o��s 8 e� Waal t PROJECT LOCATION IAj W RCE r tY OLIVENHAIN MUNICIPAL WATER DIST. FIRE DEPARTMENT SEWER AGENCY COMMUNITY SERVICES 296 w A A asT' tv +� o� 3 _� F� ? 2 9-�� 3 �� F /CL THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) z CARDIFF SANITATION DISTRICT �00FcA%+F 3 .� G ��i�i��� \�� \ � \ � \ � ������ \�� \ .•� CUT 264- 241 -08 w i \ice\ \ \\! ✓\ 3462 CALLE MARGARITA /010 A PA 16400 z NAAE DATE NAME DATE NAME DATE DATE DAVEWAY A-A SECTION SkNmRE EXPIRES 2 YEARS FROM DATE REVISIONS APPROVED DATE REFE RENCES DATE BENCH MARK SCALE COMMUNITY D VELOPMENT DEP'T DES ', S oRnn� BY C HE CKED APP CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 0 �a�� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED c a GRADING AND EROSION CONTROL PLAN FOR a".0 ZOMAI N �� M � = PROPOSED SINGLE FAMILY RESIDENCE 62 - 'G z vElmcAt_ : N/A ti' R.C.E. No. o4o,a2 BY /I/1 A� BY 0 ANTHONY GAETO EXP. 09 -30 -n 011, DATE : Z / 17 00 DATE 2 11 TM 97 - 100 . LOT 1 SHEET 1 OF 2 EXISTING 8' RECREATIONAL 01 TRAIL EASEMENT PER 12816 ......... ........... x X i 1 33 316 A91 rZ741 1 X. 0,157-W& n- x x --- EXISTING 8' RECREATIONAL fr'W - 4 0 1 2 TRAIL EASEMENT PER MAP 12816 X X X x X X X X x 5.ra I m 0) "/ X j p T C- r EXISTING FENCE EXISTING FE CE fh INSTALL SAND BA (TYP.) % l ._-- 70� LEGEND C i 0 DESCRIPTION DWG.NO. SYMBOL N CUT 'V= PROPOSED CUT OR FILL SLOPE (2:1 MAX.) FILL C A C 00 DAYLIGHT UNE F EXIST. CONTOUR T PROPOSED CONTOUR —(301 t POOL ] — y4t)'ER 'PERMIT ILI Cop GA RAG E r ,300-00 TG F.S. 0 17.0 SEP 4 PROPOSED 12" YARD INLET - 299-00 FL 1 t EXISTING TOP OF CURB ELEVATION (300.00 d. g1c 32 11-4 FINISH SURFACE ELEVATION 300,00 FS `. � - _ F.F. :521-5 319. LOT UNES RETAINING WALL RSD C-3 =1mmmE===m1w: 7 .0 1 el 3 CgR GAR AGE DIRECTION OF FLOW \ A '�, G a _' _ • g2� ^ DEEPEN FOOTING $ dl F 20. i ! F.S. S. :520- A DRAI ® O , a 40 F OOING 6 DFFpEN 20,9 IL TEMPORARY EROSIbN CONTROL _ . {� .��?� ° ° P 4 •; ` , , *1. 20. FOR EXISTING IMPROVEMENTS ON PVC STROM DRAIN (PVT) SDR 35 • CALLE MARGARITA, SEE DWG 5259G 'IV Jo 2+0 1 %o GRAPHIC SCALE e 20 0 10 20 40 50 . . AI'. 11 C�o C; 5% Dp &0 ,I A,� b, ( IN FEET 1. 41 P. .0 1 inch 20 ft + E\CS. 0+88.57 E\CE: 321.27 OD 20' PM STA m 0+6 PM ELEV - 1.64 try 0+38.57 BVI 323.09 Cb EVCS: 0+30 P %4C 6 .3 22 6 0 EVCE: 324.67 00 1 ..Woe 3 <j G 8trE P !0-05t:D NISH Mt-Att.—y-II, P\A STA = 0+15 AX LL P\A LLEV = 326,02 S, z 6- BVCS: 0+00 Cj+O0 3 -- B\II 326.24 I . 40 _0 GI& PER ......... L 4 i nil m v STI 15259 31 C3 A'rRVA A r L M X�n I I m G -G G S CPX TjtAG �m 10 0 9 i ppnp Lj I-qv FINIRI-1 - OSED 3 0 8 � low '2415 00 PT 3 %,- . G GCE APPROXIdATE c— W \4 304 0 0 0 DATUM ErS v 300-00 q 10' DRIVEWAY PE SDRSD G-14 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 EXII NG SEWER/ WATER LAT�AILS C4 CROSS-SECTION D-13 T AS W1 L A. 4 la� z 4JL njh a 04 82 IV jZe\jjEWE1::? F54 OF CA COW z cc-lio) I z DESIGN ErY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. RIVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE MpN MPN I ms © g /�T /, �._, 5.2,I oI CHISLED SQ TOP HDWALL MARKED W/ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR: STEEL FINCE POST AT SW COR INT EL CAMINO DEL NORTE & RHO SANTA FIE HORIZONTAL : 1" 20' 00 6206 G `� RD 23 W RHO SANTA FE RD & 60 S EL CAMINO DEL NORTE CL EL1 19.476 VERTICAL 1 8' 1A R.C.E. NO, 040102 BY BY PROPOSED SINGLE FAMILY RESIDENCE EXISTING EASE FENCE DATUM: M.S.L. THOMAS blTHONY GAETO EXII 09-30-ft TL DATE ZI 17 0 DATE Z, TM 97-100 LOT 1 ISHEET 2 OF 2 L