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2004-1583 G (Plans) WORK TO BE DONE GRADING NOTES D. LANDSCAPING SOILS ENGINEER'S CfRWICA TF LEGEND STANDARDINOTES SYmBa A. GENERAL I. ALL SLOPES SHALL BE PLANTED AND IRRIGATED TED IN ACCORDANCE WITH PLANS !, CHARLES H CHRISTIAN, A REGISTERED GEOTHECHNICAL ENGINEER IN THE STATE OF PROPERTY BOUNDARY -- — — — 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 CALIFORNIA, PRINCIPALLY DOING BUSINESS 1N THE FIELD OF APPLIED SOIL MECHANIG'S SPECIFICA FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGA STANDARDS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT 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 WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 20, 2004 EXISTING CONTOUR �---- ---��a STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED OCTOBER ! OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN ONE COMPLETE' COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 'OCTOBER 1 AND APRIL 15. RECOMMETVDA PONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER Z. THE SOILS REPORT TITLED 'REPORT OF LIME TED GEOTECHNlCAL iNVFS?lGA T10N PROPOSED FURTHERMORE, t HAVE RENEWED THESE GRADING PLAINS AND CERTIFY THE EXISTING ELENA ITON X 540.6 YARD GRADING AND LANDSCAPING FOR !j { � BRIDOON TERRAG'F ENCINITAS CALIFORNIA RECOMMETVDA T70NS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED MAY 20, 2004 SHALL BE CONSIDERED E. EROSION COMM INCORPORA I N THE GRADING PLANS AND SPECfF1CA JTONS. NEW CONTOUR AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE I. IN CASE EMERGE � NCY WORK IS REQUIRED, CONTACT JAMES ROGERS AT 858 759 -7418 RECOMMENDA 71ONS AND SPECIRCA 7TONS CONTAINED IN SAID REPORT. 24 HOURS A DAY J. APPROVAL OF THIS PLAN DOES NOT CONS7I7UTE APPROVAL OF SIZES, LOCA 77ON AND 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAILABLE AT ALL SIGNED: DA T;• g TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- WAYS TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15) ALL NECESSARY. RCE NO.: RGE 00215 NEW ELEVA TION / SEP ARA 1F APPROVALS AND PERMI FOR THESE SHALL BE REQUIRED IN C04NJUNG7ION MA TERIALS SHALL BE STOCKPILED ON SITE A T CON VENIEN T LOCA 710NS TO FA ClL1TA TE EXP. DA 7E: 9 30 45 ---- WITH IMPROVEMENT PLANS RAPID CONSTRUCTION OF TEMPORARY DEVICES NIEN RAIN IS IMMINENT 4 WRIT7LN PERM159ON SHALL BE OBTAINED FOR ANY OFF -517E GRADING. 3 DENCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE CHRISTIAN WHEELER ENGINEERING � p0' E � ` � NEW SLOPE � 21 MAX.) 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT APPROVAL OF THE ENGINEERING INSPECTOR 4925 MERCURY STREET' ��' `�S " Cy • q� ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER SAN DIEGO, CA., 92111 DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EYJS77NG PRIOR TO TO 7HE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING TEL No. 8581496 -9760 �o. Q E2] z m DA YLIGHT LINE GRADING. RAINFALL. JOB No. CWE 2040298. �� Exp. 10 -34 -05 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 5. THE CONTRACTOR SHALL INSTALL ADD1 7IONAL EROSION CONTROL MEASURES AS MAY \ c-. 1S DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A BE REQUIRED BY THE CITY ENGINEER DUE TO 1NCOMPLETED GRADING OPERA 77ON OR `�% -�j�. �'£� r � �Q I EARTH BLADED SWALE REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR UNFORESEEN CIRCUMSTANCES WHICH MAY ARSE .. Q�= !;A1-tF 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DENCES, 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WA TERS CREA TE A STA Ta(ENT OF ENGINEER OF *VRK DIRECTION OF FLOW -- STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA WS AND REGULA PONS HAZARDOUS CONDITION. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALT: (112) MILE OF A STRUC7URE 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN TIME UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE • ° . a . ° •. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 7/E HOURS OF 5 P.M, SHALL BE INCORPORATED HEREON. ENGINEER SHALL COMPLY WITH THE GENERALL Y ACCEPTED STANDARDS AND CONCRETE DRI VEWAY PER PLAN _ • . ' .• ' . AND 7 :30 A.M. NOR ON SA TURDA YS, SUNDA YS AND CITY RECOGNIZED HOLIDA YS 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER 9. NO GRADING OPERA BONS SHALL COMMENCE UN77L A PREGRADING MEETING HAS BEEN OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, 9 ALL REMOVABLE PR07E DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF PRIVATE STORM DRAIN SDRSD D - 60 SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT7FE. THE PREGRADE MEETING WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY ENCINITAS THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW SHALL BE SCHEDULED WITH THE C1TY AT LEAST 48 POURS IN ADVANCE BY CALLING PERCENT (40%'). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC (760) 633 -2770. 10. SHOULD GERMINA 77ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE DTEC77VE COVERAGE ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A PRIVATE CATCH BASIN PER PLAN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE DE:?ERMINA IRON BY THE CITY OF ENCINITAS OF THE TECHNICAL CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DOES NOT RaIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR MODIFIED CURB OUTLET PER PLAN DEVELOPER SHALL `COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY DEPARTMENT OF CONSERVATION DESIGN OF IMPROVEMENTS BAS THEREON THE ENGINEER AGREES TO ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA770N. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS IL UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO F HYDRO -SEED OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY CONCRETE BROW DITCH SDRSD D -75 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 1. HYDRO- SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 :1 INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR CD? 71FICA 71ON SHALL BE PROVIDED STATING. THE GRADING UNDER PERMIT N0.f583 - G OMISSIONS OF THE ENGINEER AND HISAER AGENTS OR EMPLOYEES ACTING HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN: THIS STATEMENT SHALL RS1NG OUT OF THE WORK PERFORMED BY THE ENGINEER. ��ff BE FOLLOi+iED BY THE DATE AND SIGNA 7URE OF 7HE CI WIL ENGINEER WHO CER71F1ES A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS Q R. Ij►, � SUCH GRADING OPERATION R. 5 FEET OR MORE IN HEIGHT" IN CUT AREAS, UNLESS SLOPE IS NOT SUB,9ECT ��Q �y BY. DATE CSt l a TO EROSION DUE TO THE EROSION RESITANT CHARACTER OF THE Q� 2 B. NO 71fICA 77ON5 MATERIAL AS APPROVED BY THE CITY ENGINEER. SOWARDS AND V ROW ' E NGINEERING, INC. W. 3fit 1. ITIE EXISTENCE AND LOCA 77ON OF UNDERGROUND UTILITY PIPES AND STRUCTURES 2187 NEWCASTLE AVE, SUITE 103 EV. "W6 2. IRRIGA 71ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL A T THE OPTIMUM CARDIFF BY THE SEA CA 92007 . 01WER • SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO � �' • THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN LEVEL FOR THE GROWTH OF THE HYDRO- SEEDED GROWTH TEL No. 7601436 -6500 JAMES R & SHEILA W. ROGERS ON THESE PLANS, HOWEVER: 417 BRIDOON TERRACE J. HYDRO - SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING : 4FC��,1 ENCINITAS, CA. 92024 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT A. SEED MIX SHALL CONSIST OF NO TEL No. 858 / 759 - 7418 ANY EXISTING UTILITIES OR STRUCTURES LOCA TED AT THE WORK SITE IT IS THE LESS THAN: OW]VERS CER71R7CA TE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES A. 20 LBS. PER ACRE OF ROSE COVER OR STRUCTURES PRIOR TO ANY EXCAVA 710N, FOR VERIFTCA 71ON AND LOCATION OF ! (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN ASSESSORS PARCEL NUMBER U 77LI77ES AND N07IRCA 71ON OF COMMENCEMENT OF WORK: B. 20 LBS PER ACRE OF ZORRO FESCUE OR WELL BE RETAINED TO SUPER VISE OVER ALL GRADING A C7T WTY AND AD VISE ON THE 264 - 391 -21 ' SEWER (LEUCADIA COUNTY WATER DISTRICT) (760) 753 -0155 C COMPACTION AND STABILITY OF THE SITE. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA LEGAL DESCRIP77ON SAN DIEGO GAS do ELECTRIC 1- 800 - 422 -4133 WA TER (OLIVENHAIN MUNICIPAL WA TER DISTRICT) (760) 753 -6466 A 4 LBS PER ACRE OFACHILLEA MILLEFOLIA LOT 33 OF CITY OF ENCINITAS TRACT 4400, IN THE CITY OF ENCINITAS, COUNTY OF SAN PACIFIC BELL 1 - 800 - 422 - 4133 BY DATE DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 12780, FILED IN THE CABLE TV (DIMENSION CABLE SERVICES) 1 -800 -422 -4133 E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) JAMES . ROGERS OFFICE OF'THE COUNTY RECORDER OF SAN DIEGO COUNTY FEBRUARY 20, 1991. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO F. 112 LB. PER ACRE OF DIMORPHOLECA BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770 BY DATE l tq ti 3 THE CONTRACTOR SHALL GIVE 24 HOURS N0710E ON CALLS FOR INSPECTION PHONE: G ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON S EI W. ROGER ENUIRON�lENTAL REVIEW NOTES (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE LOCATIONS WHERE THE AREA BEING HYDRO- SEEDED IS NOT VISIBLE SUBJECT TO REJEC71ON AND REMOVAL. FROM EITHER A PUBLIC STREET OR RESIDEN T1AL STRUCTURES 1. FART HWORK ' QUAN7177ES C. GRADING H ITEM "A" OF THIS SUBSECTION MUST BE INOCULA TED WITH A DEVELOPMENT OF THIS PROJECT SHALL COMPLY W17H ALL CUT 2,100 C, Y. 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR WITH A N17ROGDV FIXING BACTERIA AND APPLIED DRY NITROGEN REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) FILL 2,800 C Y. UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR ORDER NO 99 -08 DWG (NP.D.E S GENERAL PERMIT NO IMPORT 700 C. Y. AND COMPACTION OF FILLS AND BACKRTLLS AND COMPACTION OF TRENCHES HE SHALL - BROADCASTING BEFORE HYDRO- SEEDEING, CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF REMEDIAL : 300 C. Y. SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY STORM WA TER RUNOFF ASSOCIATED WITH CONSTRUC770N AC71WTY: FILL MATERIAL UPON COMPLETION OF GRADING OPERA 710NS HE SHALL STA IF THAT l ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB S17F _ IN ACCORDANCE WITH SAID PERMIT, A STORM WA TER POLLUTION IN UNOPENED CONTAINERS W1TN THE CALIFORNIA DEPARTMENT 2 STEEPEST E7�7ST1NG SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 50% INSPECTIONS AND TESTS WERE MADE BY HIM OR UNn R HIS ;SUPERVISION AND THAT IN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL HIS OPINION, ALL EMBANKMENTS AND EXCAVA TIONS WERE CONSTRUCTED IN ACCORDANCE OF FOOD AND AGRICULTURE CERTIFICAITON TAG ATTACHED T0, pRE�ROI+; p�N BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS OR PRINTED ON SAID CONTAINER COMMENCEMENT OF GRADING ACRV177ES, AND A COMPLETE AND J. MAMMUM VERTICAL DEPTH OF CUT IS 8 FEET. ARE ACCEPTABLE FOR THEIR INTENDED USE. ACCURA7E NOTICE -OF- INTENT' (N01) SHALL BE FILED WITH THE MAXIMUM VERTICAL DEPTH OF FILL IS 18 FEET. 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE J NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE SWRCB A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY BRIDOON TERRACE pOSIDVE DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONTROL SURFACE HYDRO -SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED 4. V OLUME OF CUT 5fi,70D CU. F7: N01 FROM THE SWRCB SHOWING THE PERMIT NUIClBfR FOR THIS AREA OF CUT 42,.200 SO. F{ = 1.3 FEET A VERA GE DEPTH OF CUT' TE WA 7ER AND A VOID DAMAGE TO ADJOINING PROPER TIES OR TO RNI&YEO WORK ON THE B. TYPE 1 MULCH APPLIED AT THE RA TE' OF NO LESS THAN 2 000 LBS 577E AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED PROlCT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN AREAS UN71L SUCH JTME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES PER ACRE TYPE 6 MULCH (STRAW} MAYBE SUBTI7UTID, ALL OR PART, RECEIVED. FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED V OLUME OF FILL 75,600 CU FT. = 2 5 FEET AVERAGE DEPT OF FILL HAVE BEEN INSTALLED. IT MUST BE ANCHORED TO THE SLOPE BY MECHANICAALY PUNCHING NO IN ADDI7TON, THE UNDERSIGNED AND SUBSEQU OWNER F AREA OF FILL 30,400 50. FT. J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE LESS THAN 50,E OF THE SRAW INTO THE SOIL (S) 0 ANY PLACED IN ACCORDANCE WITH STANDARD SPECIRCA IRONS ALL VEGETABLE MATTER AND PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY 7HE CONTRACTOR FROM THE SURFACE 1583 -G AND BY THE SWRCB ORDER NO 99 -08 DWG AND ANY UPON WHICH THE FILL IS TO BE PLACED LOOSE FILL AND ALLUVIAL SOILS SHALL BE C. FERTILI�R CONS15T1NG OF AMMONIUM PHOSPHA SULFATE', 16 -20 -0, SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH SPECIAL LONE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BED 15 SULFUR APPLIED A T THE RA 7F OF 500 LBS. PER ACRE PROVISION AS SET FOR THE IN SECTION C,7 OF SWRCB ORDER NO. SCARIFIED TO A DEPTH OF fi AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO 99 -08 DWG. DOVE HOLLOW IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND HYDRO- SEEDING BY ROAD COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A JAMES R. ROGERS AND SHEILA W ROGERS 4 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE COMBINA 77ON OF. OWNERS OF LAND SMOOTH SURFACES AND UNIFORM CROSS SEC TONS. THE SLOPES OF EXCAVATIONS AND a pt EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE A. TRACK WALKING SLOPES STEEPER THAN 6: 1. � g pN ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI RON. ALL STONE, R007S B. RIPPING AREAS THAT WILL NOT BREAK UP USING I7Bf " ABO VE AND OTHER WASTE MA TTDR EXPOSED OR EXCA VA 77ON OR EMBANKMENT SLOPES WHICH } Q ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE B. CONDlTTONlNG THE SOIL SO THAT I T I S SUITABLE FOR PLANTING BY --___ /_ l � o 2,7 d7 AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING A. ADJUSTING THE SURFACE SOIL MOISTURE TO PRO VIDE A DAMP BUT NOT CCJ = ry ; �� , � ��. _ �I JACK ORDINANCE SA TURA TED SEED BED. JAMES ROGERS DA TE vim t� r . �. L•1. 5rV Y Y 4Y. B. THE ADDI77ON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR - a i u LT 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MA TERIAL SHALL BE COLLECTED, COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH PILED OR 0 HERNSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEA VE THE AREAS THAT HAVE BEEN CLEARED WITH A NEA T AND FINISHED APPEARANCE FREE 5 HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS o FROM UNSIGHTL Y DEBRIS APPROVAL OF LOCA 77ON OF I GROWTH UNTIL THE PROJECT !S PERMANENTLY LANDSCAPED OR FOR AREAS m DEBR FILL SHALL BE SECURED E S LG�V f0 — tb [�, E FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH WHERE HYDRO - SEEDING 1S THE PERMANENT LANDSCAPING, UNTIL THE P ROJECT SHEI[.A W. ROGERS DA JF• Z N MA TERIAL. IS COMPLETED AND ALL SECURITY RELEASED. u, UX 1�N0 NOI PEPMT No. 9370326734 z g a PA )'?KS QND 11CREArZOA&l L9FeA 1T rA4ENT OUVENHAN MUN CPAL WATER DISTRICT ENCWAS FFE DE- PARTNENT Z VICINITY MA m IgT.S. ti Q WE cm 0 G 1VQ TURF 04 TE DATE SIGNA DATE TOTAL DISTURBED AREA : 1.67 AC �! 3 REVISIONS APPROVED DATE R E5 R NC DATE L BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP'T DE IGN BY DRAWN BY CHECKED BY APPROVALS r913, 4 we CITY 13F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ZA Ab -WiLm. e&j • � •0 •13 47 COUNTY BENCHMARK - O.C. 0073 CHISELED SQUARE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVEDADNG 9 EROSION CONTROL PLAN FOR: IN TOP OF HEADWALL LOCA TED AT SOUTHWEST HORIZOOTAL : NONE o CORNER OF EL CAMINO DEL NORCE & RANCHO SANTA DATE a R OGERS RESIDENCE 15 83 - (3 I/ FE ROD VERTICAL : NONE E RECORD FROM COUNTY OF SAN DIEGO R.C.E. N o.: 36190 417 BRIDOON TERRACE, ENCINITAS ° ELEV : 119.476 DATUM : USC GS '7 • RANDY R INN B Y : B Y LOT 33 MAP NO 12780 5 f 30 f 0� DATE f DATE zzq ��. JOB N . 03-0 ��i' 1 OF 3 i DATE ENGINEER OF WORK EXP. • 06/10/04 4.0 MIN 16. . 0 2.0' 2.0' CONC DRIVEWAY. SEE SPECIAL SLOPE PER PLAN �- 0 a NOTE No. 1 Z CROSS SLOPE 29 4 . r: r.. BEGIN ROCK SN/,gLF � � -._ � hti• ..---� � Lu •r►�r 'n' BROW nrmt► a�a �_... �_ �.._. , ..w_...........�..,...c�;� ?�� • 1� _ ,.,:�.� V woo was LANDSCAPE AREA FOR BMP NOT TO B E 69R �� • ''w ~n '� 1 LANDSCAPE AREA FOR BMP NOT TO BE MODIFIED WITHOUT PERMIT FROM CITY } ,r _ 550 GRADES PER PLAN MODIRED WITHOUT PERMIT FROM CITY OF ENCINITAS pomp OF ENCINI TAS E W D ROCK s�rfa+L�. �bCx �YALL �3,�..- - ._._..� - ! �� .� � � - = - � == ��r---- -. .....�� • � � •-- -�:�f� i � WAa X �-„ - 548 WHO CONCRETE DRIVEWA Y. SEE SPECIAL NOTE No. 1 ` `� - f� '`` r` �l ` 4 4 -aF -� SECTION 'E-E EXIST BROW DITCH TO BE REMOVED h z NT.S. AND REPLACED AT NEW LOCATION 23 N81. 0o E `�' ,- Z NIGH ROCK w ` ; EXIST RECREA TOONAL ?RAIL TO REMAIN Wong j E A R T H B L A D E D SWALE # BROW DITCH PER SDRSD _ ---" �.�.__ - - _ 42 r 1 MIN TYP AT ALL # HIGH owl" D -75, TYPE 'D' w rt ` ��"- - -- °- A LAW AREA � TOP OF FILL SLOPE � OWN ` { ��_._� 11 °`� - °-- '- �`� p r' r•: . j 1 _ ' �J `' } + -::. ,, EXIST BROW DITCH TO soon + , .._ ,_`Y•' 1 �� • C J � •"' r r r J� a - . \ ' ` .1w.• is ' ; �' ! �'t iJ�REMQ L.D EXIST BROW DITCH TO RE MA IN'-- h `�� _ ``� �� °� � �' j ... ' _ {y (q - � `` -- M1 r- .:� !'� ,� "` .� �i i � � • � `' f J^ � ^'•. ._ _ _., !.� (11 "' � ^ J •i, ` : \. �•., ~ < 'e. � `r J �.� .• 4 r -ri 1 � ..�rf -'.•.- �- . '� O `"� r.•j +! ry • yam ' a -.. . s:` - -,... �• � `, ~ 542 E ; ' F ' � s },t i • � h �°� - '.� '''3 • ' C o Y �' ... - '--•= '` i XIST. EASEMENT FOR PUBLIC RECREA 710NAL 4D_: ^r�`r �' -Nr h . . ; - ' �.��_,.�.. ' r� L =i ° o - � ;, ��: '_ �'`�� --� _ TRAIL RECORDED SEPTEMBER 10, 1999, AS _ r� "Y ° :tilt; ; 'rn, r _ -.r• -• • � . �• (� (� � f r,/ . � � h � -� ��'] • a ` �� •'`,., ��._...• ` ... -�,.__ � 0 - z: ; .: �_ , f . c, h h ►+� :5 �``� FILE NO. 1999 0621909 OF OFFICIAL RECORDS 4 4C - _ h h FTE,DRVEWA - ___ �_ 38 _ f / SPECIAL NDTE No. 1 --..� , f R= sf #-�•_ J : yf _ C^ 1 B. , t 541 7.4 _ 1i J/ ..� -�- .._ . •�. r'' "``-' +�� •..` S�l - �f� • ..� ` -~'' l2 fo b./ - TG 538.73 ` , is `1 �•• - ' ' 1 ' ' y �•� i r ' ..'.. 1't - ,� `• ' f 'i :�_ i }.,.�% s ; .. _� �;.. /- ^.''n_ i .. �.,f _..._ ._.•- .•...• • .r �,. ;t�i , i- ,f�'�,:: ; i ,? � . , r`' ' r �• '�y '� i �� " � / •i ... °t .. T•• -- ... ••� f •.F �..r, �7._ { ! i - � 4 .` _'� r - ,f .`�r.. - •';,,[ .�•, „.' +y'(J } r t • , rJ' - , ' y ' . f' 4 J PLANTF ':>.540•Z'•. �'� ; �--..- ._.......... - _- • .w_._..�._.._ , -^.... -' N S i Lf f EC.L � p D it �+ - 5�� -^r� .. f .. }yy _ 40 .3p ` - 54 0 . E ° ..� ` .'; t %' PLAN R , ' .''`�_. � l � ti .` � �. *v ^ -. ,,,:.ra °= s'�'', 3 . "�, .,-- .....- •- -^••-^ i L. ��"' • l • � ✓� � .� t . , �s 5 � ' 4 EXIST CURB U TLET T Wk y . , ? ,. ; tt %%L � •. _ J _ ^' : r ss ',�� /%� - _ " ' L ;5 , .�;��•r�.t . �, i ce . 19-1 , ' REMOVE EXIST - 4� 5 a ., { .__t o SCREEnI WALL r r, a u i �. . ' .; - 5 _ �\ , l , WN AREA" . ,,. * . cn • E: •,� .J< 14 1 t pi { • 's s Ti !' • vJ. >`r� ..r i DRF ■LWA 1 & ' f +r 4: A r_ Si1I t , f fi •} s 1 h ``~ s # i •t ` :'� , `'., ;1 �; ° HARDSCAPE 54 0,80• . �.: i I l 44 4 } 1 +„_ ..... - - _ j J' "3J. V C. ! �� • • ,,.. , j. rY . ' ►i ' �'- F - ,'• ` ` �' D ` �'_ {�'' .., r ._..��'� • 1 I . •..�,�., ," •� •. � i i V1 r• f e, • t S _e •� r.. fi:::.:.. .! V.;:. ,` L.,� , 1L . lf;:v " .: '_ ^::=•',..• - ::.�, ---i `"`^._ EXIST DR1 VEWA ENTTTAN E TO REMAIN ` �r R s h ' . u, , , -� t �,, `� �, �,. #` D ( '� i3�'� .•; j 1 1J �`'• h �' �{ ..- '• ��, „',�{ a L; psi fM1 'f"!''.... ao � t � � • .`.' :3k�t'/ ` �` " ' � '`�., L : J �,� /l r' • � ��O . • �' FS."'.. �Q� Y r � • PROTE EXIST A TER I�lETER �`ti ,� =app •.L `n t'.�F c. �, ... „ 4 _ t --`_. �'`� S,� I 1�`9 ' _ ' �' f `r'' •o_ p`� "' `�' TRAIL TO REMAIN OPEN & USABLE A T ALL TIMES. &E WAL REIV i - � z �5-- } ��°� p ; � 4 4 ,r- 0 ,± , z LAWN AREA ,r -�-- _ : , �, PAD 6 c' f t: gj _. r,_ 11 yt ti " � � ,' r " ! j r f f f ' ^� f E EXISTING RESIDENCE TO REMAIN , � PROTECT EXIST ROLLED CURB do GUTTER -_ - C- IVG� DRI r , ' F PLANTER G :� -: w � ,; �;, ..�--•-- ��_R- . -_-~-- � .• ., ',.. -._ ; s�- •-- -" ENHOCED pR WE ME f =� 4� TERRACE UTILITY Vt.� \ ,t i SEE HOLD HARMLESS AGREEMENT FOR SNPE �' h� 5� eT .`S�T.r2 �;� AND r ;f �r ; ` - • • ` ` ARCHITECT �, 3 - �- '` f 5 311 --�- ,' i PLOW TEf ~0 ,` NIGH SCR CIA. .. �� _ 53 1 A. O � CROSS LOT DRAINAGE i f : � / jam � ..7 /'1 !, ,•� i53V ' •�� f _- -- �.• �, TUP EXIST. 5L�PE , 5.r.9 �; 4 .r fit- j 5� T. LITY EASEMENT PER MAP NO. 1 780 s ^ �,,� --�- , t T F - L � _� s , _ fi f BANTER � HAR DSCAPE CONC E . r ' 53G ;," 405' N 6 �PRI YA �IA3S Ca PE G f 01Y COT{ ; F = f ;' ; f`. 5;; ". r' � ' ; : NOTES . • ' t 1 4j W. PL' , F 0 • s ` 4 PVC 04. �' �; - ! fifi- L 540, f °` r f r X56 5 ? � _' {3 5 f ?' 1. PORTLAND CEMENT CONCRETE PAVEMENT TO BE 4 THICK (MIN) Oo OR Pl `�` `'--` '` __ �,, � ; 0 �r C �` gy p;' ~' ,f OVER 6' CLASS II BASE (MIN) WITH No. 3 BARS 0 18" 01C EACH �.,{ C.,•1 1 t � �.`,`• :: -f-^� rF #1.fi1 . •lf�. w 1 Z, C O' �. + ,j ' fI ' 3 ,. _ ' . , s r' S� �' 3 ,' t 0 WIDE CONC. RIBBON GUTTER J WA Y A T MID SLAB HEIGHT. CONCRETE JOINTS PER SOILS ENGINEER MENT AND RIGHT -OF -WAY FOR INGRESS AND EGRESS , �_.� �, �., -••, ... r r � r m „�• ; 1' f- ! EXISTING EASE t 4 �_ to -, ,_� ! �� CROSS SECTION MAY VARY BASED ON SOIL ENGINEER R -VALUE PURPOSES, INCLUDING BUT NOT LIMITED TO ELECTRIC ! ,� 1�T o`.� o '`�� `, `°- `' ` �\ D /�'� -:' �;�,`. ��, , -' 5 -1 2 THICK CONC. OVE 6 -.f `�� - .__ \` t `r�'oVL: :C2 ROAD AND UTILITY r - �,''s ` rt p t f I 1 ' �� :" A WA TER SEWER AND CABLE TELEVISION LINES l n �' l POWER TELEPHONE, G `� CLASS II BASE (MIN) PER TEST REFER TO LANDSCAPE PLANS FOR E NHANCED PAVEMENT. HEREON SHALL BE 4 STORM DRAIN NANCES ', , , _ - _ -__ _ �h , r % , � C, z': ? SOILS ENGINEER_ A PVC AND APPURTF t _ C _ ,� /� c �: R�-- V�tCUE 4 '� 7 ` v -�_ ` '� - _ . y _ AREA - o h /� : ' �` f �" ' , ;' i , LID COVER PER ARCHITECT. TEST- WITTT'�1EAVY BRUSH 2. CLEANOUTS SHOWN - _ - ~- r iLL ,_• '- f , / -� ,� BRDOM FINISHED SURFACE SS -3 , TYPE , TYPE 9. T. ' ' 4 W Z } v \+._ ` .. ~'` w - +� : FZ •�,�, r 't l ' _ ' o � e. ..___ - ..__...,._. .- ..........•_ _ 't•=�1._._.- ._.... -, f i 41 - � . 0. K „ PVC ® , ,r '= r; � ��' �- -� V••� �~ 8 0.0 ^' 6 �-_ ��°'' --� '� - 3 ?• i 3 CATCH BASINS LOCATED IN PLANTER STRIP AREAS TO BE 6 firu _ '' ==� r U jam.. _ --- ._..._..;: _ - r D1A. (MIN) WTH ATRIUM GRATE BY NDS OR EQUIVALENT SIZE OF 11NPROVE a � 4 .,�... _ ' 7. - , � _ _, �_ .�. r.. , � _. - •.._ .- -r.. - V -- -••��- CONSTRUCT CHANGE THE S -- _ �� ` ' 6 �,S`• �\ v; _ -�' 'S EXISITNG EASEMENT TO ERECT, , , i _ ��' ACIU71ES CONSISTING ' � .___. __� .._- . S� - - _ J _ _ AIR MAINTAIN AND USE F L ,_ -} `��. 4. CATCH BASINS LOCATED IN AREAS OTHER THAN SMALL PLANTER RECONSTRUCT, RELOCATE, REP - _�-' _ _ - - _ 2' G _.�.'.- 1 II i STRIPS TO BE 12 SQUARE (MIN) WTH CAST IRON GRATE BY OF UNDERGROUND FACILITIES AND APPURTENANCES FOR THE TRANSMISSION `' - I APPROVED 4d ``' 2 :�' _ 53 'NDS' OR VED EQUIVALENT, U.N.O. AND DISTRIBUTION OF ELECTRICITY, PIPELINES AND APPURTENANCES FOR ANY, - - _ 2 • _ J _ UNICA 77ON FACILITIES AND APPURTENANCES, L _ _ _ AND ALL PURPOSES, COMM _ T - �. - _ - X4.8.. 5 - NE " PVC SDR 35 MIN T FROM AND ALONG THIS EASEMEN 5. ALL STORM DRAIN PIPE' TO BE PRIVATE THE RIGHT OF INGRESS AND EGRESS _ .. _ _ _ II �I . . ��•� PURPOS IN FAVOR OF SDG &E, RECORDED JUNE 12, 1997 t ,� / 52 _�. _ _ 1 SLOPE UN 0.. REFER f0 PLANS FOR PIPE t SZES & SLO E AND INCIDENTAL P / 8 I _ ' • -`-.. � Ir: > F t � ��. O.R TED TO STORM ', y`'i'° '•- _� _ 3 `< ` '� �`;', r I EXIST SLOPE`-T0. ,REMAIN AS FILE N0. 1997 - 0275265 OF _.. Y 6. ROOF DOWNSPOUTS & WALL DRAIN TO BE CONNEC �.:;� ^ _ � - �..._• - �, 1I ... -., � - .�.... ... s � . :- �.• --�' DRAIN SHOW HEREON. EXISTING EASEMENT FOR UNDERGROUND COMMUNICATION FACILITIES TOGETHER T OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES IN FAVOR. I • I I --- z 7. BOTTOM WALL ELEVAJIONS SHOWN ON PLAN MAY VARY BASED WITH THE R1GH } `526 ..�., ,, �� . ��, _�_ DA YU G T LINE _ ' - OF PACIFIC BELL RECORDED JULY 8, 1998 AS FILE NO. 1998 - 0420906 OF O.R. ' �`� ==�� II `- �- - ��' � $�'�� ON SOIL ENGINEER FIELD TEST & RECOMMENDA FL 518.00 1 t 524 IER TY LINE ._rte. -- - 522_ +� !I - �... ._... s RIP -MP FM GY ON 771E PROPERTIYI- ul ' r 1\ .,;� - F}'F'• Ji. fir'' ... r + 2' MIN 10' 4 2 MIN EXIST GRADE TO REMAIN o � � DATE z °Z � L m W RAf4DY'R, ROWN RCE S619D 18" 18' � °; � o ° m c � v - - - - _ °� ' W EXIST GRADE AT z z ° Q W RECREA 77ONAL TRAIL z ° - W z q EXIST GRADE TO W TYPE 'D' BROW DITCH z- ° c EXIST GRADE j REMAIN fZO CK LL Q CL M ONRV Q�_ T ._ ►AIL o_ PER SDRSD D - 75 /� 1 '� PAD ELEV. PER PLAN - I I- EXIST GRADE TO f r _ -- - - PC- f�-SDR �9 G 4 � W � � _� - - - - �`l � ✓ � � � _ I � 1 � �- REMAIN � � .. Q�p�FSS�p Ka ti : T NEW GRADES A T 2: f MAX ✓i �,, ` _ f �� _ __ .50 N ORIVEWA r - _ _ - - SD ED CO C. � � I � � e ' -� � �{ R• e1Q � � d� N EARTH BERM TO BE CONSTRUCTED A T a ' I T o o O o 0 0 0 0 �C �•� `` PER PLA F FILL SLOPES TYP ° ,' NEW GRADES A T 2.1 MAX o o o o �Z / ALL TOP 0 ( ) PAD PER PLAN o �, _ 1 2 a � -� ' WIDE CONC. RIBBON GUTTER / INDICA TES ELEVA TTON PER PLAN � �8• 12 ° SQUARE CATCH BASIN BY 'NDS' t0 / � - ! 1= 5 -1�2" THICK CONC, OVER 6' ' E*. "Ogg / a m • • . ° • • , , • . • CLASS Il BASE (MIN) OR PER % . - SOILS ENGINEER R- VALUE T fi ° PVC STORM D RAIN EA RTH V1, SECTION C -C TEST WITH HEAVY BRUSH SECTION D _ D SECTION A -A BERM DETAIL BROOM FINISHED SURFACE i PER PLAN T A• B N.T.S [\LT.S. S N .. N.T.S. P'T DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY ❑ E E N C I N I T A S ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REF CES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DE IM r I� ' �3'0� SAN DIEGO COUNTY BENCH MARK 0C - 0073' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED C -uADNG PLAN FOR: a REVISE RET- lNaLL. ADDED RS i �C`7IVC��C G �, CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL : t o 20 A .� : � Q RODE 1583 o POOL k ,KARQSLAPE++ LOCH TED AT SOUTHWEST CORNER o 0 'TO $E a5- B1�lLT � EL CAMINO DEL NORTE & RANCHO VERTICAL :NONE 417 BRDOON TERRACE, ENCNITAS o SANTA FE ROAD. ANY R.C.E. N o.: 36190 a RECORD FROM COUNTY OF SAN DIEGO . B Y e Y RD = LOT 33, MAP NO. 12780 Q ELEV : 119.47fi DATUM : USC & GS ENGINEER OF WORK EXP• 6 f 3D f D DATE 7 7/n L DATE Jpg p3�� p6��p�O4 SHEET . 2 OF 3 L Q 0 H YDROSEEDING PER SS-3 & BONDED RBER MATRIX PER SS - 4 TEMPORARY EROSION CONTROL, USE ONE ROW GRAVEL BAGS 56. w' `'�' 4 w TW BAGS HIGH STAGGERED, TI ALL AROUND CATCH BASINS 552 4 ,� " 1 J TYPE D' BROW DITCH PER p 552 X - '+ I1--~ Q LANDSCAPE AREA FOR BMP NOT TO BE SDRSO D -75. &Sao amp 0 U MODIFIED WITHOUT PERMIT FROM 0 TY low R 55 5u .4 552 fi OF ENCINlTAS �•-- SZ---- I MASONRY RETAINING WALL 1� 55 i : +- R R 8 CONCRETE DRI VF WA Y. SEE SPECIAL NOTE No. t PER SDRSD C -4 R 5 416.2 � =�-- _ or R 44 R w ; 0 EXIST BROW DITCH TO BE REMOVED c� z -� R ' ' RIP A' 5 5 -- ---� AND REPLACED AT NEW LOCATION 'QO�E R R \"' 1�3 R STABILIZED COINSTRUCl10N ENTRA E (50 MIN N8 ._ _. R-�. A ,� � �. --"" � EXIST RECREA 710NAL TRAIL T REMAIN soon PER TC -!. Ste' D AtL B SAI�LUT C1NF BEGIN NEW �►� "--r"' /� �. ,� T • I BROW DITCH PER SDRSD ,� R �- '� �' 542 � 0 1Z MIN EARN BLADED swAdE + � TYP A T ALL D -75, TYPED �` �, - / 47.1 TOP OF FILL SLOPE snoop WOOD doom � - I LAWN AREA � •� . -� �• �• �' .�, -- ` p EXIST BROW DITCH TO 3 EXIST BROW DITCH TO R �`' ��, ' oo h '` ---- ``•_�h VED ��o `�-. `-- -• :.�.� .. h > > � -- - R p o _ r.5 541.2 �, ,� EXIST. EASEMENT FOR PUBLIC RECREATJONAL � � ; 4 .5.40,57 � o . o p0 � � � "' � I C7 CONCRE'TF DITCH R ,� r• �h �� .�1 ;�� :: - �, �.` 540 TRAIL RECORDED SEPTEMBER 10, 1999, AS Q -- '' � � h 0 R � � - CO R VEWAY I FILE NO. 1999-0621909 OF OFFICIAL RECORDS C� _ -•�''" h - `� SEE SPECIA N TE No t , 540 `, ` � �� , • - \ � � � � .-�� ~- -�.... ` • . - ' � . � . • lfi h .. , . ; 541.00 - � �3 r - . R= .4 'r - � � � 537.4 -25 CURB T ,� SLOPE ,� TG 538.73 77 f� - OUTLET - d ' : ; 402 PLAN 4 :� 4 �s STRAW BALE PER DETAIL BELOW �� 1 '' - , X36 a' . • .p: •" i' . • s' h ' .. 5�Q.1 5 7 EXIST CURB URLETi LAIN 540.30. 54D 3 PLANTER 5 53552 'r , `. �` REMOVE EXIST 3 DRI VEWA Y & Q .' _ : ; LAWN AREA I C01C �. HARDSCAPE 540.8 53• 54 54 44.6 EXIST DRI VEWA EN IRAN TO REMAIN k k �. k k r o h , 54 6 \ 5 .7 540.5 `\ ` :'a� : 54:8 PR07ECT EXIST A TER f k � k k � ALM 9 � � � , NOTE . h.'.a . ` ��, `F -5 �° LAWN AREA 40.4 3 k k X539.72 , I PAD 53.6 THESE PLAN IS FOR EROSION CONTROL USE ONLY. PROTECT EAST R OLLED CURB TrFR k `` `� k : . ,540 EXISTING RESIDENCE TO REMAIN C DRI r. k , k AN A PLANTER 1 ' 5 3 REFER TO SHEETS 1 & 2 FOR CONSTRUCTION. k k 3 / HA CID VEMENT `� 4j ' �. I } 5. 5 : • 3 oa 3' �� X TERRACE -�. Ike 53fi 5 53 I E f .i k 42 k 1 PER DS 544.4 h • °540 4 ,' . k , k AR TE•CT � -� . x k k 0 537 � X SEE HOLD HARMLESS AGREEMENT FOR k k I 540.4 n . , 34 k L� 544,82 lN • \ �� \ \ \ 536• CROSS LOT DRAINAGE EXIST. UTILITY EASEMENT PER MAP NO. 1 780 �, TG 38.10 3S9 EXIST HARDSCAPE �`'►0 CONC.. l . 1.0,x' 5 k r k ! E 1 p REMAIN 40.5 lR ,� l r `. 4 53 53 40 RI VA TE' COAI k k k \ \ ` \ \ \ 1)J3 SUH \ �l" .� k k EXIST HARDSCAPE 53 :� 40. ' FC 540.0 „7 y 56 s 42 INSTALL MULCH & *VOD CHIPS ON ALL PADS & GRADED �x 39:s eCjIC TO RE]�AIN , AREAS PER SS-6 & SS -8 FOR SOIL STABIUZ4 TTON W. EXISTING EASFMMFNT AND RIGHT- FOR INGRESS AND EGRESS k k ti '� Q 4U.51 : `;::: 0 ` ' :• I O �' � � � � P � �6 .� � X3.3 � , � , � � � - ROAD AND UTILITY PURPOSES INCLUDING BUT NOT LIMITED T o ELECTRIC �6- ,� V. V. W v. \ �.� 6 . �� 5 , EED S HA LL BE' APP LIED TO PAD AREA IF POKER TELEPHONE GAS WATER SEWER AND CABLE TELEVIS70N LINES !- ° a ,, k V. ti " " � , ��' v �� 10 WIDE CONC. RIBBON X W. HYDROS V. ,� ---"�` `� 9 �� e s �� 5-� /zA rBtac' CONC. oR 6 ' ,4- 1T IS LEFT INACTI VE FOR A PERIOD GREA TER THAN AND APPURTENANCES ,� U. - RN BLADED SWALE P / - f . n W. ti ti& U. - '� I lN..,._TYP�T• r % I ` 2 ALA ss ll,& SE MIN �RrPER, � TWO MON OR AT THE DISCRETION OF THE CITY Y t'� >` >i �• ti ' �� SLAP - LAW EA o / • rn ' .: SOILS' NEB? YALUE ENGINEER. � P s� o �• I �V 91 hNI ED � I �. _ BROOM �" �• y�3 ti ti o• ^� -� 539.4 �, -- RFA 527.. v. ,2f(6 ti` V. A \ G �pVT PVC � K \ \ \ \ 5 V. . ti +� �. yc ` ` �, 3 � �Q . f -� �.5 53 3 �• 5 9.80 DaS71NG EASEMENT TO ERECT, CONSTRUCT, CHANGE THE SIZE OF, IMPROV& ti � 1& ,��• � '� s� -� �, � � �- � T�9 ,� _� -_- �'� ' 32 RECONSTRUCT, RELOCATE, REPAIR, MAINTAIN AND USE FACIU TIES CONS`ST1NG ,� ti ti 4 ti s , ` 3 - '- , �F ,� •moo .._ 3 y �' 1 qw OF UNDERGROUND FACILITIES AND APPURTENANCES FOR THE TRANSMISSION � tit W. �• `� �- r �. � �'�3�`�- W w -`'�- • . y � � ��` qv AND DISTRIBUTION OF ELECTRICITY, PIPELINES AND APPURTENANCES FOR ANY, 40 V. �- Q ti< S 2 W. _ '�' - ,�, �' �' 534 ,,, �' •i► -- --r - [[ AND ALL PURPOSES, COMMUNICATION FACILITIES, AND APPURTENANCES, ALSO " �' �`� ,xa ti s30 W. ti '�' 3 �';,•. "' W W =� .' -''� y '�' .v -V THE RIGHT OF INGRESS AND EGRESS, TO, FROM AND ALONG THIS EASEMENT l W. " ti Z. v ti ,, .2 AND INCIDENTAL PURPOSES IN FAVOR OF SDGdcE; RECORDED JUNE 12, 1997 �. " ,� '� - w w W {�`� - �'-- 9 �' S�0 [ �'"� [ F - UN �5 ti< ti �, tic W .. �~ r.�_ •r CN� r 1. AS FILE NO. 1997 - o275265 OF O•R 4 ti tic. tic. �, W "' �, `�' S2 .Q [I I I .__;; _ __.x -- 3" ,N ( IRON FEN1CL ti V. Y 3 W EXIST SLOPE T R IN 4 • ti >< ti • W �, '�' I[ , EXISTING EASEMENT FOR UNDERGROUND COMMUNICA RION FACILITIES TOGETHER ti �• ti ti` �, >< wo i WITH THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES IN FAVOR 5� - +� ti ti ' �, W W II p y- II mono OF PACIFIC BELL RECORDED JULY 8, 1998 AS FILE ND. 1998- 0420906 OF O.R. - >` ti 5 ti ,,,�• 11 O An,IGNT LINE L,r�• z TEMPORARY EROSION CONTROL, USE ONE ROW GRAVEL BAGS FL 518.00 >� ti 52 -.,�_ ,� ,,,� [[ [ ' 'g�'23 04� 7W BAGS HIGH STAGGERED, TI ALL AROUND CATCH BASINS 18✓'" V. �' ll -II �N SCE ,�� [I -11K` II STRAW BALE PER DETAIL BELOW 51. �?o � [� mono l am- r MO�D117ED D-25 CURB OUTLET SIMILAR TO THE EXIST � gR D ON THE NORTNWEST CORNER OF THE PROPERTY 1ST CONC t f � --'ICE z � _ . INSTALL SILT FENCE PER SC -1 wm_11 u I HYDR OSEEDING PER SS -3 & BONDED Q 9 FIBER MATRIX PER SS-4 _ ~DATE PAWY R. 1111V RC9 38100 4' PVC P� FW DRAINAG E DlEPENDING AN FMID G'i0A071ONS ANGLE FIRST STAKE TOWARD PREVIDUSL Y LAID BALE 1-112 CRUSHED ROCK ILI 6' MIN. UNIW OTHERNSE FILTER FAERIC FLAW �. �,,1, = ': = � � WIRE Q R NYLLIN ��pFESS�O � v � °° i : : , SPECIFIED BY SAILS ENGINl�R = % �,rty"y' - r;G BOUND BALES N ORIGINAL PLACED ON THE r, � �Yft� GRADE [[ C O NTOUR FLOW � �r � � � �� z � FRONT VIEW iK'1VFIV FABRI sA A FILLED r�TH �`�, .� _ _ ► � . ►1 _ i _ �' ►' �� , ` r� _ _ � _ _ c�' s z �' UL ' I I - �� u ��'�''' _ I I I �[ �(I t w m III � N0. 36190 l, .��,� �� n� ,, _�F,- �„ -��- j2 2• STAKES 1 112` TO -, f �--� l�ll�l -, _ - �G z Un 2 RE- BARS,STEEL PICKETS,OR 2 IN GROUND II [ II I[ I , 4' VERTICAL FA CE 11111 11111 A C e m a TYPICAL SANDBAG BARRIER DETAIL CONSTRUC77ON ENTRANCE B ANCNLIRING DETAIL DETAIL EMBEDDING DETAIL STRAW BALE DIKE DETAIL .. C Y DESIGN BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REF NCE DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT I� WB APPROVALS CITY ❑ F ENCINITAS ENGINEERING DEPARTMENT DRAWING NO a AS ��-�• 1'07 SAN DIEGO COUNTY BENCH MARK 'OC - 0073' PLANS P PARED UNDER SUPERVISION OF EPOSCN CONTROL PLAN CHISLED SQUARE IN TOP OF HEADWALL HORIZONTAL : 1' = 20' RECOMMENDED APPROVED m LOCATED A sOUTxWEST CORNER DATE : �d Lo ROGERS RES NCE 0 EL CAMINO DEL NOR TE & RANCHO 1 583-G � SANTA FE ROAD. VERTICAL : NONE ,, 417 R[ E RECORD FROM COUNTY OF SAN DIEGO R Y vVN R .c.E. N0. : 3fi� 90 BY B DOORI TERRACE, ENCI TAS FLEV • 119.476 DATUM : USC & GS BY ' LOT 33 MAP NO. 12780 ENGINEER OF WORK EXP. 0130�OG DATE DATE 9- l /D LI a �� JOB No. 03-011 06/10/04 T 3 OF 3