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1995-4394 G (Plans) NtV. UAIt 25 /Zd/y5 EROSION CONTROL: OWNER'S CERTIFICATE: LEGEND: DING, No. SYMBOL GRADING NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT -------- I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST PROPERTY LINE - -- AL MAYO _____- _ - - --- AT 714 _250 =4080 ----- (PHONE) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE HAS EEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY - STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AND DVyE N THE COMPACTION AND STABILITY OF THE SITE. EXISTING CONTOUR C AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON - AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS / , I _^ OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION / EXISTING ELEVATION THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. AL F. MAYO DATE REQUEST FOR INSPECTION. KETITERI G TREET, IRVINE CA 92714 CUT /FILL LINE - -���- 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 17721 2. THE SOILS REPORT TITLED ?RELIMINARY SOIL_ INVESTIGATION_ PROPOSED d THE APPROVAL OF THE ENGINEERING INSPECTOR. SINGLE FAMILY DWELLING LOT NO. 26, _28 & 29_OF WILDFLOWER ESTATES ENCINITAS, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO DAYLIGHT LINE -O O CALIFORNIA - -__ PREPARED BY _NORTH COUNTY COMPACTION WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH HYDROSEED MATERIALS: ENGINEERING - DATED MAY 5.1 1995_OCT 231994_ &_MAY 15, 1995 RESPECTIVELY RUN OFF PRODUCING RAINFALL. CUT SLOPE (2:1 UNLESS OTHERWISE NOTED) - SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL IN THE ABSENCE OF INFORMATION TO THE CONTRARY, THE HYDROSEED MIX SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN AND APPLICATION RATES SHALL BE A MIX OF ALL OF THE FOLLOWING: FILL SLOPE (2:1 UNLESS OTHERWISE NOTED) - UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, MAY ARISE. 1. ZORRO FESCUE, 20 LBS. PER ACRE. FINISH CONTOUR - 108 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY - WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 2. ROSE CLOVER, 20 LBS PER ACRE. SAND BAGS (TWO HIGH) THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WATERS CREATE A HAZARDOUS CONDITION. 3. AMMONIUM PHOSPHATE SULPHATE (16 -20 -0) WITH 15% SULPHUR, SLOW 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED RELEASE 1000 LBS. PER ACRE. BROW DITCH D -75 = GRADING. GRADING PLAN SHALL BE INCORPORATED HEREON. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 4• WOOD FIBER MULCH, 2000 LBS. PER ACRE. LEVEL SPREADER SEE DETAIL THIS SHT. PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 5. WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS _ EXISTING PRIOR TO GRADING. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT SHOULD BE LEFT TO THE APPLICATOR, THE MIXTURE OR RATE OF CTRADED SCALE -� THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN APPLICATION SHOULD NOT BE AS SUCH TO CAUSE EROSION AN NO RUNOFF 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER SHOULD OCCUR. ENVIRONMENTAL NOTES (LOT 26)_ DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 6. ALL SEED AND FERTILIZER MUST BE DELIVERED TO THE SITE IN UNBROKEN 33% D AND LABELED AS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS SURVEYOR. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE BAGS. FERTILIZER AND SEED BAGS SHALL BE TAGGE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO REQUIRED BY STATE REGULATIONS. {EXCLUDING EXISTING MAN MADE 2:1 SLOPES). SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 7. THE SEEDS SHOULD BE INOCULATED WITH A BACTERIA THAT HELPS FIX 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS _____ AND THE MAXIMUM VERTICAL H STANDARDS, LAWS AND REGULATIONS. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT NITROGEN. THE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED EIGHT OF FILL _ 13' _. OF CONSERVATION. FOR THIS PROCESS. VOLUME OF CUT (Cu. Ft.) = -3.3' 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF 3. A.) AVERAGE DEPTH = A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN OF CUT AREA OF CUT (Sq. Ft.) THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS SOILS ENGINEERS STATEMENT ` 1 i B.) AVERAGE DEPTH = VOLUME OF FILL (C u. Ft.) - - 47' - AND CITY RECOGNIZED HOLIDAYS. EARTHWORK QUANTITIES: OF FILL AREA OF FILL (Sq. Ft.) 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING I, ___p��E _,f� .PE6L / ____ _------ -___ - A REGISTERED MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING LOT 26 CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT CUT: ---------- 2120__ __ _ ___ CUBIC YARDS ENVIRONMENTAL NOTES (LOT 28): CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633- SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF FILL: ____- ______ _ 5200________ CUBIC YARDS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS ___20 %____ 2770 T Oc._ i / AND !hi9Y_!S� /9�S _, ONE COMPLETE COPY (EXCLUDING EXISTING MAN MADE 2:1 SLOPES). OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, IMPORT: ------- 3080 ---- _--- _---- CUBIC YARDS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY , PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS AND THE MAXIMUM __13'__ VERTICAL HEIGHT OF FILL SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR INCLUDED IN THE SOILS REPORT FOR THI HAVE BEEN INCORPORATED LOT 28 THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL IN THE GRADING PLANS AND SPECIFIC ►GNq CUT: _ __ CUBIC YARDS 3, A.) AVERAGE DEPTH = - - - -- 5580 VOLUME OF CUT (Cu. Ft.) 8.9' pGEf; CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH = �O �, ( � y - OF CUT AREA OF CUT (Sq. Ft.) - -- REGARDS TO THE HAULING OPERATION. �� �4, t FILL: ________ -___ 422 � 0____ __ _______ CUBIC YARDS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT SIGNED: _ `' Q ® : S -P�=J �� g VOLUME OF FILL (Cu. . ) 1.6' � B.) AVERAGE DEPTH = BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF G.E. NO.: __1L _�___ __ _ W ® C,g?13 EXPORT: ________1 ____________ CUBIC YARDS OF FILL AREA OF FILL (Sq. Ft.) SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: ' THE - - Exp. 9 -30 97 GRADING UNDER PERMIT NO. 4394 G HAS BEEN PERFORMED IN SUBSTANTIAL EXPIRATION DATE: 4= 3 - =� G, P LOT 29 CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE Fo �� ,Q ENVIRONMENTAL NOTES (LOT 29): ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE f TEC, NN CUT: --------- - - 5330_ CUBIC YARDS DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH D ECLARATION OF R C HARG E GRADING OPERATIONS. FILL: ____________ 1410____________ CUBIC YARDS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS (EXCLUDING EXISTING MAN MADE 2:1 SLOPES). 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. EXPORT: - _________ 6920 --------- CUBIC YARDS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS ---14'-- AND THE MAXIMUM COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS VERTICAL HEIGHT OF FILL AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES VOLUME OF CUT (Cu. Ft.) _ 7.5' ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL 3. A.) AVERAGE DEPTH = COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS = I UNDERSTAND THAT THE CHECK AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OF PROJECT DRAWINGS AND SPECIFICATIONS QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). OF CUT AREA OF CUT (Sq. Ft.) HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT VOLUME OF FILL (C u. Ft.) - _ y _ B.) A - ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE FES51�� OIL D EPTH = AREA OF FILL (Sq. Ft.) ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED PROJECT DESIGN. O t USE. & Sy `�� 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO NCI Ifs VIOLET RIDGE NITAS, CA 92024 ENCIE LEGAL DESCRIPTION: NCI VIOLET RIDGE NITAS, CA 92024 ENCIENCI NITAS, CA 92024 VIOLET RIDGE PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL _ _ _ _____ ___ ______ DATE: � Na 48592 ;9 SWEIS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR KAMAL R.C.E. 48592 °� Exp. 6-20-96 TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO EXP. 6 A.P.N.: 964-091-4 96 !°f�,9! ewes LOT 26 MAP 12 LOT 28 MAP 12882 LOT 29 MAP 1 1-5 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS OF CA PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A.P.N.: 264- 091 -51 A.P.N.: 264 -091 -_ � INSTALLED. NO TIFICATION S: UNDISTURBED SLOPES UNDISTURBED SOIL STABILIZED BY EXISTING 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. DU RI NG C . REPAIR AREAS SITE ADDRESS: D ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND DAMAGED DURING CONSTRUCTION WITH SOD. BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF E PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO ENCINITAS, SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE EXISTING UTILITIES EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM FLATTER OF OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO L PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 6' MIN. OWNER /PERMITTEE: LUIJ WITH SPECIFICATIONS. SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 0.5 MIN AL F OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, < F ORT FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF SECTION "A -A~ F. MAYO TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES COMMENCEMENT OF WORK: 1772 KETTERING STREET F ' 1 Ci N OHq 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE R OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND CHANNEL GRADE 0.02 IRVINE, CA 92714 H�jgSel cep q N£ G G� 9 TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 2, FOR ANY QUESTION REGARDING THE MARK -OUT OF UNDERGROUND AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY G RADE 0 .52 TO 1.0 /`r _ 4 Q/ 1// T `'� x R1 � G RC�� yy R EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO COMPANY: BU IL SITE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP ` LEVEL UP ABOVE OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING COMPACTED DIVERSION RIDGE UNDISTURBED, � 6 ORDINANCE. CARDIFF SANITARY DISTRICT (800) 422 -4133 STABILIZED AREA 6744. RIDGE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SAN DIEGO GAS & ELECTRIC (800) 422 -4133 KAMAL S• SWE /s �� SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE 486.9 / R•C.E• / J BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED OLIVENHAIN MUNICIPAL WATER DISTRICT 753 -6466 .DATE ut� WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. q APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE PACIFIC BELL (800) 422 -4133 y -w ��cgFSr SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY /-w AuPORTAW NOTICE DIMENSION CABLE (800) 422 -4133 SUCH MATERIAL. 49� A � 49� Q L SECTION 4215/4217 OF THE GOVERNMENT 5 CODE REQUIRES A DIG ALERT IDENTIFICATION 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS Y (CFS) (FT) NUMBER TO BE ISSUED BEFORE A F =- K&S ENGINEERING PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) UP 1a 10 15 "PERMIT TO EXCAVATE" HALL BE VALID. NO SCALE � y 10 - 20 PER YOUR DIG ALERT I.D. NUMBER CALL Planning Engineering Surveying 633 - 2770. A � 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 21 - 30 26 UNDERGROUND SERVICE ALERT INSPECTION. PHONE: (619)633 -2770. ALL WORK PERFORMED WITHOUT / / 41 -50 44 TWO WORK BEFORE YOU DIG VICINITY MAP (619)296 -5565 7801 Mission Center Court, Suite 200 BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. San Diego Ca. 92108 LEVEL SPREADER DETAIL D. REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT SIG : DRAWN CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREPAR UNDER SUPERVISION OF: RECOMMENED APPROVED_ r GRADING AND EROSION CONTROL PLAN FOR: OC 0073 -CHIS. SQ IN TOP OF /� (��J "AS- �U HEADWALL. HORIZONTAL: N/A DATE : BY: L' . BY: WILDFLOWER ESTATES LOTS 4,394 I OCATION: S.W. CORNER EL CAMINO DEL NORTE 48592 & RANCHO SANTA FE ROAD. VERTICAL: N A BY: C Q �YO 2, 9-19 96 R.C.E. NO. 1U- LL DATE: Q rn EXP. RECORD FROM: C.S.D VERTICAL CONTROL KAMAL SWEIS 06 -30 -1996 DATE: 2 6 s 2 8 , 2 9 , O F MAP 12882 SHEET 1 OF 4 Z EL ; 119.476 DATUM: U.S.C. & G.S. % Z Ir If f I lF X f-4 % lit I f i If 1 j x If If 1,`1 - 11 If V� 4l I f If If If I V If j f 1 1 I t / / If f K—' Ic I I / If If I I j r t f 4 If X x, i at 21 / I z 1111 ;4 If < f It I F x K, el y r Jl I r - -I- If I f II I J. f �d `i` -Z If Z-h f If 30 - -------- d- 1 -1 f r y' f A-� 1 ! i I x X, F1 44 - ----- If If tt-Y Z N C, A N 1� 10 0 > M; P, li t 0 J� N y If A WZ4 Ew I i 4 y lwo� 1 10 MIN It I y / I f DIRT ROAD 51 Z j If /�J �7' v I f S t, DIRT R AX� .K z If f 7 f 10K 0 lhf i ca Q z- X I'' ryfi If / If If 0 If 4001 — I IF J f I `- �a f I I f If 4 "-41 1— t If r r I i If f Al— 0 J W If If '0 0 It I f If If J If 0 zJ v/00 f _z l It z I j I/ " I, If S�EASEMENT )6C W. 87-,3Q677, tr-1 it It AlIONAIL +*MiJL - A ! AND--RECRE HJ*09ttl) SLqPE / " y%=mrj NT PER MJ�z'N&12fil%2 z I /I It If If A(' If 1 200.0 k' 00 -- IM If I l- 4 If X < If le If `v A l I f I f m-1 I` It y V ' , I ' I I- i -I_ I I "I - \, 0 i Ir -<7 pF % If Z z I , l ,�- , I- , I / --/ rrr I / - If 0 22 '/ItS rt It i A PAD EW- 201'0 GRADING PLAN PER DWG. 4382 G y 0 N /L1 4b / Y/ J �I` If If 7 I f - Z IIIe % i X z X -1 1 1 - I� I Ill / 1 7!.,. X f UP f 'I� / / I - -1 1 1 11 1 1 If If I- II ✓ I I f --/ k, It it/ / I / I / _--, -1 X I ff f I It - 1 A" I If If If I f Jr r 11 w � 1 - 2000 y I It I If r I I f I If A i 0 f OPES I f H�IDRMEED SL x C) - -;, 'A, r` f If l7l If II I, // If / f r' i z 11 . Z . V f If It I I �` o / o IF 'Itr -75 0 SDRSD D 29 BROW DITCH PER, j f /A --- I > e—' I f i I I .4 Ar F IF If -" Al f. .40 212 If 0 X", If 1 11 If f I z - 0 v it MpX If I, I I / 1 11 It x If/ Z, e° rr If - Z - - I, If m I-, 0 Y I NI I, If I 0 If J? L /01 A A., �-�-. •rl jo J: 2 If AC EXIS CURB t GRAPHIC SCALE 20 0 10 20 40 so f I It IN FEET 1 inch = 20 ft Trif ESSIO, S. S KAS ENGINEER G Planning Engineering Sur dng Lw N0.48592 m 0: Exp. 6 -30 -96 (619)296-5565 7801 Mission Center Court, Sui 200 San Diego Ca. 92108 SCALE 1 =20' APPROVED REFERENCES DATE BENCHMARK SCALE SIGN BY: I) W BY: CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. REVISION APP ED GRADING AND EROSION CONTROL PLAN FOR: &, A PL.ISW DESCRIPTION COUNTY BENCH MARK NO. PLANS PREPARF UNDER 'SUPERVISION OF: RECOMMENED OC 0073-CHIS. SO IN TOP OF DATE BY: X BY: WILDFLOWER ESTATES LOT 26 4394 HEADWALL HORIZONTAL: CAM E 1" 20' 1-/ 1 & JIM 60X ild YV P 48592 OF K4 A P 12882 agow LOCATION S.W. alrW ADDED CORNER EL CAMINO DEL NORTE R.C.E. NO. & RANCHO SANTA FE ROAD. DATE: DATE: SHEET 2 OF 4 A— VERTICAL: N/A KAMIAL / 8. SWEIS WORK PROJECT NO. LT RECORD FROM C.S.D -3 LO VERTICAL CONTROL Exp. .2 0-1996 . -, I � AS- U) zi LQV-. 119.476 DATUM: U.S.C. & G.S. > 212 I A 0 o <� 1 3'7 — �'� FS SEE GRADING PLAN 433 o SEE SHEE 4 v 0 / w GRADING PLAN 4394 �� o o O \\\ r\ F I - c N c� a i o o / �.. .. lr 0 __� ti x ��,�00000 m f 64 ST. CURB -� x A = 62'13'06 R = 48.00' L = 52.12' J� 1 M \'.I' Jul GRAPHIC SCALE / � 0 30 F / ( ° ,° w 2.40 , i - / = 20 ti 2: Ax U ."� o o ( IN FEED) _ CV o - r_A_ ° / X f 1 inch - 20 it N � AP �� a 100 =1.45 CFS ti Dv \ X ° OL N 24 BROW - r D SLOPES O D -- SCALE 1 - 20'�,� Q� �- -° "�� HYD D -75 tip°' (TYP.) V" n X X N i - 0i J' � PAD ELEV = 248.5 2 50.0 F � , O' 4 711 250 M� 00 i 0 2 36 n i N I � s 6 s � a = 157 01 I O(1oo 0.68 CFS ° .5 FPS R =I 89 ' RIP O R� 7 FACING, w // % T =1.4 318 FlL R (TYP.) ry I � � USE VEL SP DER ry� �' I �° W / SEE ETAIL EET 1 0 �� cy a �O.Or I oa OCSO _ I I q w l 25 j MAX # S I ♦ 0 58 o�ti Z . 260 0 / 2 68.0 I N I j J A 262 co CD E' MIM ° 0 264 o 4 23. l N� HYDROSE SLOPES N I \ , I 1 \ i j s \ � � SEE SHEET4 OF 4 R � I e �II �\ �V o ADING PLAN 4394 1 I, A 1 A I K&S ENGINEERNG 01 48-592 Planning Engineering Surveying e -30-96 Ci»1� �rCA`1F (619)296 -5565 7801 Mission Center Court, Suite 200 San Diego Co. 92108 REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE DE S IGNED BY: I DRAWN BY: CHECKED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. REVISE AW EI-EV DESCRIPTION: COUNTY BENCH MARK NO. PLANS PREP A E UNDER SUPERVISION F: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR: T Q OC 0073 -CHIS. Sa IN TOP OF HEADWALL ' 9 4-394 G � L C # MT S - _ HORIZONTAL: 1 = 2a DATE : BY: � e, BY: ESTATES LOT 2 8 a � a LOCAL S.W. CORNER EL CAMINO DEL NORTE R.C.E. NO. 8592 2 de RANCHO SANTA FE ROAD. / � M AR 12882 rn " RECORD FROM: C.S.D VERTICAL CONTROL VERTICAL: NSA MAL SWEIS DATE: b" Y DATE: O' S O ",QS- U /LT` - 6 - 119.476 . U.S.C. do G.S. EXP 06 -30 -1996 WORK PROJECT N0. SHEET 3 OF 4 ? Q I J r 3 0 O Q 100 =0.68 CFS = V(�10( =7.5 FPS C �O© r ° SEE SHEET 3 OF 4 / / C RIP RAP FACING ` ' o F x E �` T =1 r4', 3/8 %TER USE LEVEL S€READER cy�`� �--- O� co SEE DETAIL ° 1 i E i Z e i # i r w a O Q j { E t S i ' A a „J 5 f 254 j a f x p O _ N • F,r F ' ' ? f d ° a 2 S (jD 581 3 ` z ° 6 IN 3 26. 2 J < i 3 O � sf hE•'"",wMaRyy. = �,-r _ —� "° � �,,y' � f �,�,�¢ `, �; I N { f Cl P 4 O / �� •A i' O •�,� � � r - J" J A r^-'q. - � Fr 'r`� +;, _, � t � ti. i �': i £ � - � O •V / � ( � f y 3 _� ......^".. � <y }/' 9` t`' § `�`� +' e ..+ -^i .} I { - rF D .✓' _ ,.. ,fi 5 ) <' 9 < x �Si 6 A �' = i fir' I i J D IVFWY 0 (�,' a f �'� N - "' - , PE R ° / E i x, 4 i � � \ 5 € I 5s .V` ai."....F `f S .rf'' ` � 'c .rt <` ' � Q c x 3 i o i z p :. w } f c i 2 2 e ' 2 2 _ § r O O x 5 I 2 ,E F - R F u= ' 'y,"+.q c 3 ' a E y T - 1 T V I V 0) m IW f m 0 N- Qx 00 O N E V � � I f o s x 1 a yt 2 i � U"" --� i 4 _ � cYZ � a -'`u 1 � xt i _ - 4 3 f c' d v ' '" • < 1 d L i T E ` l ( PAD - x 245.0 } ;W _ Vic` 03 F 1 '0 < F - a c 1 ti ; 1� '} _ O ti x`; 9 �_ c.' .ci �' x - r ....•..# L R4 '`w x � 4 F 'x xe T t' lo »% ` < a x � _ ':� t _ - y � '�„ xa a x c AL as <F a ` x r x - py - A � S. ''i °- i � `i r.� •�.i •� -_ t =C it ,` 4 a, .'"' > a � 'z'x:'y� � '"O +v'O "� `' 2 jE 4 L 'A 6` '� • '+ E +y C� `a<. c ,S a,W ° = i E c - x < _ i c ; v ; <d `E ("► z2x f L .. s. -y'i Lay Le i L L t :. s < 4 �` D x + F ` l� HY S ED SL ES • y t. a c w f <}� s -z, i: F �. .� °° `` a � ' s 6 � � � � z ' • - / �' w y � '`t. '�q• � � - ` +,, ` � :,,e � � y`"e- �,_,,''+,. _ r " ° �= � E ( <+ � • a:F c y `4 _ M /':. .."` t Y'.y '+<��i ":f.+d c I 'E 1 � '` VFt xz E i O'a t x tt y - v F O = __ `2 ,i 5/ \ �•,... � � _ ba y � 4 �a _ a , - d c _ vi _ t 'E i 6 Y ;CI► _ O ,,�?` -` _ O L `, `E. <� q i ` }� = 5 r + st i L =Y i = _ � "`u, i : . �,. `": t s= '. _ t v e ... `' _ - � ° q ° L °- w LY ``. � r ; w, < Y *• -' 00) =1. 28 N e 4 61 ► a a : : C s 00)=&8 FP E r y S x x 9 ► �. u ` s f ' KYDROSEED SLOPES _ / 1 L : �', a t a � � a �, :, . Lt e � �►. _ `' � `y ``w,, �` _ �`` `� `s. F a 4 _ a f < -,. Ly 1 i a= a c' e : << - t - _ z O a�• _ `pry � � � -- .,_._....,, t _ t •r s e y _ i i E L. 1 b _ t 5 5 � o s i w.. g _ r # ti 1 363.65 ti E ti � � f f• d 5 � - : tii ;� �� t o���� o o � �` _�, `�, t.� - � x . =1 .� 2 _ o L t a =. e r , -P Q) v �" � _ V �V - _ ttD._ ��O N� N ae - y x. y 4 v J N '# Y O 4 � ` L AC N 1 16 Q E ti a K .ry Y w _ -z. n GRAPHIC SC ALA F�t , ti zo' i x t •� �. ..f- -" �� s o 10 zo 40 g q`g y '> ; �,� e s as a � � `z 4 L-e :s � -. L - �.,, y r � ^ F E •_ SEE GRADING PLAN 4220 G IN FEET L_ y - - - _ Y x 1 inch = 20 rL aiE I 5 f K&S ENGINEERING `< Exp 6-�30-g6 0 Planning Engineering Surveying SCALE 1 =20' A'I °m (619)296 -5565 7801 Mission Center Court, Suite 200 San Diego Co. 92108 REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY: I D RAWN BY: I CHECKED BY APPROVALS CITY OF EI�CI TAS ENGIN EERING DEPARTMENT DRAWING NO. N �E DESCRIPTION: COUNTY BENCH MARK N0. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPROVED OC 0073 -CHIS. SQ IN TOP OF GRADING AND EROSION CONTROL PLAN FOR: DATE w HEADWALL. / � Z LOCATION: S.W. CORNER EL CAMINO DEL NORTE HORIZONTAL: 1„ = 20' : BY: BY: WI L D F LO WE R ESTATES LOT 29 4 ,394 G N A R.C.E. NO. & RANCHO SANTA FE ROAD. � � 4 592 (''� c MAP VERTICAL: DATE: / O r 12882 erViSE / 2 2 • j RECORD FROM: C.S.D VERTICAL CONTROL MAL S. WETS �" DATE: ELI 119.476 U.S.C. & G.S. EXP. 06 -30 -1996 WORK PROJECT NO. SHEET F 40 4