Loading...
1997-5078 G (Plans) WORK TO BE DONE GRADING NOTES D. LANDSCAPING LEGEND S ANDARD /NOTES SYMBOL A. GENERAL 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PL NS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS PROPERTY BOUNDARY -- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN EXISTING CONTOUR - - - _450- - - - BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OCTOBER 1 AND APRIL 15. 2. THE SOILS REPORT TITLED ' PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED SINGLE - FAMILY RESIDENCE, PARCEL 3, MAP NO. 16913, LONE HILL ESTATES COURT E. EROSION CONTROL EXISTING ELEVATION X4428 ENCINITAS, CALIFORNIA' PREPARED BY COAST GEOTECHNICAL CONSULTING ENGINEERS & 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CRAIG LEWIS AT 760/414 -6760 GEOLOGISTS, DATED APRIL 8, 1997 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL NEW CONTOUR SPECIFICATIONS CONTAINED IN SAID REPORT. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. RAPID CONSTRUCTION OF TEMPORARY DEVIC[ S WHEN RAIN IS IMMINENT. NEW ELEVATION SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT �E WITH IMPROVEMENT PLANS. APPROVAL OF THE ENGINEERING INSPECTOR. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER NEW SLOPE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING - ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR RAINFALL. DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY DAYLIGHT LINE GRADING. BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETED GRADING OPERATION OR 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS EARTH BLADED SWALE -� REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, HAZARDOUS CONDITION. INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN DIRECTION OF FLOW -y STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL BE INCORPORATED HEREON. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 f2) MILE OF A STRUCTURE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUWTED BETWEEN THE HOURS OF 5:30 P.M. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONCRETE DRIVEWAY DRSD G - 14 AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL HARDSCAPE PER PLAN SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE (619) 633 -2770. STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF PRIVATE STORM DRAIN DRSD D - 60 - - SID - - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIF RNIA CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND DEPARTMENT OF CONSERVATION. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE PRIVATE CATCH BASIN PER PLAN ICI DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SOILS ENGINEER'S CERTIFICATE ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I, VITHAYA SINGHANET, A REGISTERED GEOTHECHNICAL ENGINEER IN THE STATE OF 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ME HANICS, RIP - RAP ENERGY DISSIPATOR SDRSD D - 40, TYPE 2 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.5078 -G THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON APRIL 8,1997. 0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH M EROSION CONTROL (SANDBAGS) PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THE SUCH GRADING OPERATION. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEE INCORPORATED IN THE GRADING PLANS AND SPI CIFICATIONS. oQ PoFESSO B. NOTIFICATIONS I _ Q` yPSi 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SIGNED: _✓ _'----- DATE: _�; '(-I JQ 7 SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO RCE NO.: _�`_�___ _________ _ __ ___ - -- * Exp. 12 - - OWNER /PERMITTEE THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN EXP. DATE: __ - _______________._ - _ - __ G' y LAWRENCE & DIANE BOCK ON THESE PLANS, HOWEVER: �- `�'� 1079 HYMETTUS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT F CA0 LEUCADIA, CA., 92024 ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE DECLARATION OF RESPONSIBLE CHARGE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE ASSESSORS PARCEL NUMBER OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 264 - 451 - 16 UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS SEWER (LEUCADIA COUNTY WATER DISTRICT) 1- 800 - 422 -4133 CONSISTENT WITH CURRENT STANDARDS. LEGAL DESCRIPTION SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY A PORTION OF PARCEL 3 OF PARCEL MAP WATER (SAN DIEGUITO WATER DISTRICT) 1-800-422-4133 OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER NO. 16913 IN ACCORDANCE WITH CERTIFICATE PACIFIC BELL 1- 800 - 422 -4133 OF WORK, OF MY RESPONSIBILITIES FOR PROJECT I DESIGN. OF COMPLIANCE RECORDED 1/29/93 AS CABLE TV (DIMENSION CABLE SERVICES) 1- 800 - 422 -4133 FILE /PAGE NO. 93- 059448 AND REFLECTED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SOWARDS AND BROWN ENGINEERING, INC. ON RECORD OF SURVEY NO. 14100. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770 2187 NEWCASTLE AVE., SUITE 103 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: CARDIFF BY THE SEA, CA 92007 (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ESS /O SUBJECT TO REJECTION AND REMOVAL. Nq A^ C. GRADING BY--- R. - - - -- - - - -- DATE - -? �, ---- - - - - -- _ -__ -- _ _ � �-- BRO RCE 36190 G% 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT Na: 36190 AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL Exp.6/3ol SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY a FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OWNERS CERTIFICATE �,�� HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE �`° WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN ARE ACCEPTABLE FOR THEIR INTENDED USE. OR WILL BE RETAINED TO SUPERVISE OVER AL I GRADING ACTIVITY AND ADVISE ON THE 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE COMPACTION AND STABILITY OF THE SITE. LONE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE OOUl�r {FOLLOW SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED - L HAVE AREA BEEN UNT INSTALLED. E AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES BY_____ DATE -- E 01 0 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ENVIRONMENTAL REVIEW NOTES W6 REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 1. EARTHWORK QUANTITIES SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. CUT 3230 C.Y. �ov 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE FILL 3010 C.Y. N SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EXPORT 220 C.Y. EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 14% Lj AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH z o ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE 3. MAXIMUM VERTICAL DEPTH OF CUT IS 6.5 FEET. tv' AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING MAXIMUM VERTICAL DEPTH OF FILL IS 8 FEET. 2 ORDINANCE. Ul Cl Nf T Y �UI�I 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 4. VOLUME OF CUT 87,210 CU. FT. 3.4 FEET AVERAGE DEPTH OF CUT Z PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE AREA OF CUT 25,300 SO. FT. 2 N.T6. THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE � W( FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED VOLUME OF FILL 81,270 CU. FT. = 3 3 FEET AVERAGE DEPT OF FILL z Z. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH AREA OF CUT 24,600 SQ. FT. OLIVENHAIN MUNICIPAL WATER DIST. FIRE DEPARTMENT MATERIAL. << 3 W ^ BUILT Z( /I- d p r_ /< c- -1 7 q 1 'If I vl n� r i o F *-% Ar vA� Q � Q 2 y res � � C R APPROVED DAT REFERENC DESIGN BY DRAWN BY CHECKED BY DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT v - R RRB APPROVALS CITY ❑ F ENCINITAS ENGINEERING DEPARTMENT DRAWIN N0. - Ea /LT / SAN DIEGO COUNTY BENCH MARK 'OC - 0073' PLANS PREPARED UNDER SUPERVISION OF CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL : NONE RECOMMEND[ 1) APPROVED GRADING AND EROSION CONTROL PLAN FOR ORNER L CAM NO S AT NOR E & C R NCHO VERTICAL : NONE- IS'-17 7 DATE: l d BOCK RESIDENCE 5 0 7 - G SANTA FE ROAD. R.C.E. N0. 36190 �,� � \ POR. PARCEL 3 PARCEL MAP 1 1 RECORD FROM COUNTY OF SAN DIEGO RANDY N f�l 69 3 ELEV 119.476 DATUM USC & GS BY :., G BY . ENGINEER OF WORK EXP. 6/30f00 DATE jf8- 4 7 DATE - JOB NO. 97 -024 SHEET 1 OF 2 EXIST. PRIVATE ROAD & UTILITY SPECIAL NOTES b "'-�•,, `, EASEMENT PER PARCEL MAP O �� O�' 1 1. CONCRETE DRIVEWAY & PARKING AREAS TO BE 5 -1 /2" THICK OVER NO. 1691,6 r C) 1 �O 6" CLASS it BASE WITH #3 BARS A 1 16" 0/C EACH WAY AT MID -SLAB V11 I REMOVE 22 L.F. EXIST. AC BERM & AC �,� ��` P� 1' HEIGHT. JOINTS PER SOILS ENGINEER. PVM'T. & CONST. 16' WIDE CONC. DRIVEWAY EXIST. ROAD EASEMENT GRANTED TO THE 6 �\��� .: PER SDRSD G -14. SEE SPECIAL NOTE N0. 1 CARDIFF SANITATION DISTRICT REC. 6/3/92 \�� p p. O � 2. EXTERIOR CONCRETE SLABS TO BE 4' THICK (MIN) OVER 6 SAND WITH #3 7 ^ AS FILE NO. 1992 - 0343262 OF O.R. a BARS @ 16" 0/C EACH WAY AT MID -SLAB HEIGHT.JOINTS PER SOILS ENGINEER. _ �� 3 BASINS TO BE 12 X 12 CONCRETE i1.;i -7- -- � UNLESS OTHERWISE NOTED LONE HILL ESTATES , ATCH " COURT (PRIVATE) 1 RATE. 290 - N89 °07'32 "W .85' � � � N00 °52 28 E 'BROOKS' TYPE WITH STEEL r - -- - - 16.00 -' - 4 V R 35 TO M DRAT EXIST. 4" WE C (SD MIN) S N PIPE OF THE SIZE & SLOPE AS USE P f - � F Vic`" STAND PIPE IS SE 4 9 66) f INDICATED PER PLAN. ..,1 _ ___ _.._ X66 (!E _; - _ _ _, 47 "1 '�- _ _ o _` - �.., - - -- - -- _ k`�� 5. CONNECT TO EXISTING WATER METER AT THE SOUTHEAST CORNER OF ,, .,..., J,; Y - LA ? T_ , r SUBJECT PROPERTY & EXTEND NEW WATER SERVICE TO MAIN RESIDENCE `y _ 462 -- - -- I U . _.. _ WITH 24" COVER MIN. & AS � EQUIRI D BY THE CITY OF ENCINITAS. IN --` 1- I . -' '�S 458 ..2 -- FAVOR OF N CARDIFF SANITATION =\ �� O 6. CONNECT TO EXISTING SEWE E R 458 O 4y 6/25/93 CORNER � , CLEANOUT AT THE NORTHEAST CO I - 4 '� "�',� I �+ Vq 60 ENO 1993 - 0402817 OF O.R. OF SUBJECT PROPERTY & EXTEND NEW SEWER LATERAL TO MAIN // DI A RESIDENCE WITH 4" PVC (SD 35 MIN) AT 2� SLOPE '` - I TC457,98 CONC `OW EXIST. EASEMENT GRANTED TO S.D.G. &E. - -' FL457.65 .- 455.3 24 "X24" °BROOKS' S pECIAL E NO L AT SEE 4 s8 / » AS REQUIRED BY THE CITY ENCINITAS. BY INSTRUMENT REC. 9/6/78 AS FILE 40 i 5 2 TE No. �s PROTECT EXIST. UTILITIES 7. THE FOLLOWING EASEMENT AVE N NO. 78- 379755 OF O.R. `v CATCH BASIN WITH f5 6. 0 LOCATION SETFORTH & THEREFORE ~ STEEL GRATE 456 0 ,0 CAN NOT BE PLOTTED: 100 YEAR r , _ ti -' A. EXIST EASEMENT IN FA OR OF S.D.G. &E. REC. 5/27/92 AS FILE INUNDATION LINE 5g �° ___ __ --' r NO. 1992 - 0320597 OF O.R. .......... �C TG454.70 IP RAP FL S �r EXIST.R4 �► �`L IE452.20 �� 4a0 - " "' B. EXIST. EASEMENT IN FAVOR OF S.D.G. &E. REC. 9/10/92 AS FILE ��p. `\ �G �� �\ I NO. 1992 - 0574555 OF O.R. "s DAYLIGHT LINE 2. / O �`L CONC 7q o - 455.21 S `� p P - TEMPORARY EROSION CONTROL AROUND CATCH �� _ BASINS. USE ONE (1) ROW SANDBAGS, TWO (E I \ � F ps / ?�� �• EARTH BLADE BAGS HIGH STAGGERED. (TYP. ALL CATCH 6 "PVC ©1 22 54 5.3 QQ -- 45 SW ALE (TYP) 4 _ BASINS) Q s� w T 4 6 "PVC 3 ° 455.3 F4 4 ®1 g / .9 4 S p p ® _ -� �� 4 -SD �hh N 4 2 CONC �2 j TC455.61 CONST. 4' HIGH MO w /�� 1 � •Q FL4 28 1 . I CONC. ROLLED CURB 455.3 PER SDR G -4 N (V 55. CON _ C. PAVE �5�� O 00 4 512 455. TIC 'y 457,2 - - �� h h' 45719 \ � 5 � �` X55 -c l . 7 ° � TC 4 FL 455 0 12" 12" \ �5 5 5.26 FL454.9 I \ �1 h �o� ``� FL454.26 N __ .... ��o� �� ��. N CONC �� 455.12 / ss 4 I ° /� O. 0 _ �_, P 455. 4 5595 MAIN REST -DENCE IE452• `� / \ PAD ELEV. PER PLAN 1 o APPROX. LOCATION OF rk I 4 G 5 F ' SUBDRAIN. SEE SOILS / F.F 456 .0 4.90 ��, , F _.._� j Loss REPORT. �4S S - g5 O� PAD 455.3 O� 55.3 �� � - _ 1 - . 1 EARTH BERM TO BE CONSTRUCTED AT TYP IkS� Dc� TOP OF FILL SLOPES SCALE 1 " = 20' I 455.33 © S c9 PDOL. \ ( ) 1 0`� O HOUSE 55 0 �.> 3 �. I oo _x- 4 55.3, 5� A TH BLAL)LD SWAL -± CONC �9 TY _ EARTH BERM DETAIL I `� 5 455.71 45 a A I i J - �`�...� Dch �� • ��5 1� - :" 1 ) � T. S. (iJ DAYLIGHT LINE FL4,5 \„ u "452.4 z - `r' 4 55.0 Q ' CO TE RIBBON GUTTER I I� _ A U? �. 5-1/2" OVER 6 N _ +50 �� _ 3.0 (IYP� - - -._.. t�• DAYLIGHT LIN CLASS 11 BAS H #3 BARS i I $ C NE EARTH BLADED �� AT 16" 0/C EACH AT SW (TYP) MID -SLAB HEIGHT. ' 454 , -� SS A �o POOL d R h ~~ APPROX. LOCATION OF I GRADE PER PLAN - _- �S -- - - - - -- 45 5 / ILO SUBDRAIN. SEE SOILS REP RT. i - o i -- _.,��� � �Ssr � 3 .8 � p zit" x 2 11 1BRGb,NS o ° ° �ITGH 6A5 /N WITH t • ° ° • � r % ST1= E�+�RATE 7 CONRETE DRIV PER �� CONRETE DRIVEWAY R I O PLAN. PLAN. EXIST. EASEMENT FOR I C14 I RECREATIONAL TRAIL PURPOSES I _DEDICATED TO THE CITY OF 2. RE g 36490 »n ENCINITAS PER PM NO. 16913 2 l � 0 t I \ E 2" DfD rn C I B T 1 f5 /1 �.: I N.T.S. y p M T 950 - - -- -- �- C' / /�� d ROCK SWALE �� RIP -RAP ENERGY DISSIPATOR PER SDRSD 4�g /AIM! l IIM!T* C ONC. q I D -40, TYPE 2. USE N0.2 BACKING 12" i 4 + EXIST. ROAD &UTILITY EASEMENT 446 0� ' 'OF �� - STEPS THICK OVER 12" THICK DECOMPOSED REC. 12/30/71, AS FILE NO. 304302 OF O.R. - RDG 5 OC,KS -_ GRANITE FILTER BLANKET. 30 4 �ON 42 \ 10' O \Q� S �pP� IN /Ill ` t ( MI T5 N 1) Ow S TtA�Q c ool- 5 g -2 1 \ P OF Q G (T P. D SHEEN LOW llllll l ` PLPN R EXIST. EASEMEN FOR pER EXIST. ROAD EASEMENT GRANTED TO THE �/ IbQ S RP� 11 ! 1 CARDIFF SANITATION DISTRICT REC. 6/3/92 -.. DEDICATED TO T CITY OF GRAD RECREATIONAL T AIL PURPO ES E TO REMIAN� STORM D I ! AS FILE N0. 1992 - 0343262 OF O.R. EXIST• A ' . `�.... ENCINITAS PER N 0. 16913 "7 //�j \\\0/ /// � 6" MIN ,.�'�' --- I PER NOOT' T. � '. /.T THE CATCH BASIN SHOULD BE I ^ -, PLAN -- C N INUOUS MAINTENANCE OF , EXIST ' . EASEMENT &RIGHT OF WAY FOR ROAD & R: - -y �� -- _ v \ CC >NC. PERFORMED BY THE PROPERTY 2 UTILITY & INCIDENTAL PURPOSES AS GRANTED BY \ 4 / / /// / OWNER TO AVOID BUILD UP OF ii 1 INSTRUMENT REC. 9/22/71 AS FILE NO. 215642 ' I ! OF O.R. \. SILT OVER THE GRAVEL & TO 2 12 "X12" BROOKS TYPE CATCH MAINTAIN THE DIMENSIONAL ` CLEARANCES SHOWN HEREON. 2 0� o % loFEsslo � I 1 BASIN WITH STEEL GRATE & NO BOTTOM. �8 o �.. EXIST. WATER METER. ch uj 3/4' GRAVEL WRAPPED k '. _.� - - SPI CIAL NOTE Z Z<� SEE IN w r _ -.:_- -.. �. - 4J . FILTER FABRIC �� �, - _ - No. 36190 __ ` W oc �cp. 8130100 EXIST. DIRT ROAD r" - --- N. 0. 5 ��a PR IVATE ST - - - - - - RM DRAIN OUTLET DETAIL IX N89 °15'01 "W - C 337 8 N.T.S. N Z� fan y r? I Re REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE D E vs BY __DnRI BY cHRRBEO BY APPROVALS CITY [:1 F E N C I N I T A S ENGINEERING DEPARTMENT DRAWING 0. I GIJDE O � I SAN DIEGO COUNTY BENCH MARK 'OC - 0073' PLANS PREPARED UNDI R SUPERVISION OF CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL 1" = 20 /� RECOMMENDED APPROVED GRADING AND EROSION CONTROL PLAN FOR: 1=d LOCATED AT SOUTHWEST CORNER DATE j l I jv 1 t 1 1380M EL CAMINO DEL NORTE &RANCHO VERTICAL NONE BOCK RESIDENCE 5078 G 6117 ERe / SANTA FE ROAD. 2 H-9 RECORD FROM COUNTY OF SAN DIEGO RANDY R. ROWN R.C.E. NO. 36190 BY BY: POR PARCEL 3, PARCEL MAP 16913 4s- .BUILT ELEV : 119.476 DATUM : USC & GS 6f30�00 DATE _ ENGINEER OF WORK ExP. - DATE JOB NO. 97 -024 SHEET 2 F 2