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2002-7638 G (Plans) GRADING NOTES GRADING PLAIDS FOR; WORK TO BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD THE JMPROVEMEN7S CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, SPEC/F7C477ONS FOR PUBLIC WORKS CONSTRUC770N, THE DESIGN CONSTRUCTION �, THE STANDARD DRAW /NGS OF 7�1E CITY OF SAN DIEGO, AND IN ACCORlr!ANC£ WITH THE ST.4NG�4ROS STANDARDS OF 7HE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ENC!INITA S RAN011 OF THE C17Y OF ENCINITAS. SIAOONIA EA S T 011S TOM L C7 STANDARD DRAWINGS: ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. LEGAL DESCR(P -AM 2. THE FOLLOWING SO /LS REPORT SHALL BE CONSIDERED AS A PART OF THIS PARCEL B OF CERTIFICATE OF COMPLIANCE FILE N0. 02- 0257492 IN THE CITY OF ENCINITAS; COUNTY GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WI7H THE OF SAN DIEGO, STATE' OF CALIFORNIA RECORDED IN THE OFFICE OF TINE RECORDER OF SAN DISCO RECOMMEND A770NS AND SPECIFIC477ONS CONTAINED /N SAID REPORT " LA COSTA A�NT/E COUNTY MARCH 27, 20D2. _ PRELIM /NARY GE07ECHN/C4L EVALUATION FOR SJDON/A EAST, 8 CUSTOM LOTS ENCINITAS, CAL IF O RNAC 0LwL BY GE07EK INSI7E, 1AV. DATED OCTOBER 14, 2002. G4ROENS � DRIVE J. APPROVAL OF THIS PLAN DOES NOT CONST17717E APPROVAL OF SIZES, LOCH 17 0 N AND oc 254- 613 -06 TYPE OF DR IA64GE FACIL 177ES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. 0 Ts SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCT /ON = � r O I��� R SUBD /V /DER /PERM/ /TTEE IIII, WITH IMPROVEMENT PLANS: LEUC4DUI BOULEVARD i 4 WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. - BA RR, 47T AMER/C4N BARRA7T AMERICAN 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT PASFO NT PROPERTIES DURING GRADING OPERA TIONS ANYTHING DAMAGED OR 0 ,25 f C4RC - DE LAS 5950 PR/ES7Z Y DRIVE 5950 PRIES 7C Y DRIVE AL�.(ACE FL ORES .SB4D, C4L/fORNlA 920018 CARLSBAD, CALIFORNIA 92008 'I DESTROYED SHALL BE REPLACED OR REPAIRED 70 COND17701V EXISTING PRIOR TO MILES `� (760) 431 -0800 (760) 431 -61800 GRADING. PACIFIC 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK OCEAN WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A SITE OTNA TED OVANT/T/ES REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. cn CUT 25 C. Y. 7 THE CON77?AC70R SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES nu 59, 000 G Y. INCLUDING SHORING, AND SHALL BE RES'PONS /BLE FOR CONFORMING 727 ALL LOCAL, f IMPORT 33,140 C. Y. STATF AND FEDERAL SAFETY AND HEAL TY STANDARDS, LAWS AND REGULATIONS. ^ 8. GRADING AND EQUIPMENT OPFRA7NG WITHIN MILE OF A STRUCTURE ONE - HALF 41// 2 ENC /N17AS ENVIRVN DA TA FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BEEEN 7HE HOURS OF 5.•30 BOULEVARD P.M. AND 7.•30 A.M. NOR ON SA7URV4YS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 1. STEEPEST EXIS771VG NATURAL SLOPE ON -SITE = VER77C4L. 9, NO GRADING OPER477ONS SHALL COMMENCE UNTIL A PRE - GRADING MEETING HAS BEEN V /C /N /TY MAP 2 MAXIMUM VERTICAL DEPTH OF CUT = 9' HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT CITY /NSPEC70R, CIVIL ENGINEER, J. MAXIMUM VERTICAL DEPTH OF RU = 17' COMMUNITY DEVELOPMENT REPRESENTATIVE, SO /LS ENGINEER, GRADING CON7RACTOR AND NOT TO SCALE 4. AVERAGE DEPTH OF CUT = 5: AND PERM177TE. THE PRE -GRADE MEETING SHALL BE SCHEDULED WI7f! THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 63.3 - -2770. 5 AVERAGE DEPTH OF FILL = 7'. 10. PR /OR TO HAULING DIRT OR CONS7RUCTION MATEWLS TO ANY PROPOSED MOTIF /CAT /DNS • • • • CURFI"rf CON )CII770N SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT 70 AND 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES DEVELOPMENT OF TJYIS PROVECT SHALL COMPLY WITH ALL REOU/REMEN7S OF STA I N RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE: THE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 70 RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 2001 -01 (N. P. D E. S. GENERAL PERMIT DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REOUIREMEN7S THE C 17Y THE BEST OF OUR KNOWLEDGE 7WERE ARE NO EX/S77NG L177LMES` EXCEPT AS SHOWN NO. CAS000002,� O P RM1T, A ENGINEER MAY IMPOSE WITH REGARDS 70 TIME HAULING OPER477ON. ON THESE PLANS. HOWEVER, ;III CONTRACTOR IS REWIRED 70 TAKE DUE IN ACCORDANCE W/ SAND Q�SCR /PT /ON STA)WARD P& WING ND. .SYA1 FINAL COMPLE770N OF THE WORK ORDER UNDER 77HE GRADING PERMIT BUT PRECAUTIONARY MEASURES TO PROTECT ANY EXIS77NG UTILITIES OR S7RUCTURES 57ORM W47ER POLLUTION PREWN77ON PUN SWPPP) AND A MON170RJNG PROGRAM PLAN 11. UPON PRIOR I FINAL GRADING APPROVAL AND F01 RELEASE OF SECURITY AND T LOCATED AT THE WORK SIZE. IT IS THE CONT7RACTOR'S• RESPONSIBlL/TY 70 CONTACT SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING EX /STING CONTOUR THE FOLLOWING OWNERS OF SA /D U77L/TlES OR STRUCTURES PRIOR TO ANY ACTIkMES AND A COMPLETE AND ACCURATE NOTICE OF INTENT (MOO WILL BE RILED WITH THE GRADED CETI RF7CAT/ON SHALL BE PROVIDED STATING• "7HE GRADING UNDER EXCAVATION, FOR VERIRC 77ON AND LOCATION OF U77LI77ES AND N077F/CATION OF SWRCB A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINIT WHEN EXISTING SPOT FLEVA770N ° PERMIT NO 7638 -G HAS BEEN PERFORMED IN SU8S7AN774.L CONFORMANCE COMMENCEMENT OF WORK.• RECEIVED, • FUR;III A COPY OF THE COMPLETED NO/ FROM THE SWRCB SHOWMAP THE PERMIT WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED A EWINITAS SANITARY DISTRICT NUMBER FOR THIS PROJECT SHALL BE FILED W17H THE CITY OF ENC /NMAS WHEN RECEIVED . FINISH CON70UR V � PLAN! THIS ST47EMENT SHALL BE FOLLOWED BY THE DATE AND S/GNA7URE OF THE (760) 633_2770 IN ADDITION, THE UNDERSIGNED AND SUBSEOUENT OWNER(S) OF ANY POR7701V OF THE 325 0 CI ENGINEER WHO CERTIFIES SUCH GRADING OPERATION B. SAN DIEGO GAS AND ELECTRIC PROPERTY COVERED BY THIS GRADING PERMIT NO. 7368 -G AND BY SWRCB OR FINISH SPOT ELEVA77ON r-- 12. ALL GRADING SHALL BE OBSERVED AND 7ES7E9 BY A QUALIFIED SOILS ENGINEER OR (800) 422 -4133 NO. 92 -06 DWG, AND ANY SUBSFOUENT AMENDMENTS THERETO, SHALL COMPLY P q7H SPECIAL DIRECTION OF DRAINAGE UNDER HIS DIREC77ONS. HE SHALL OBSERVE AND TEST THE EXCAVATION C WATER - SAN DIEGUI7O WATER D ISTRICT PROVISION AS SET FORTH IN SECTION C. 7 OF SWRICB ORDER NO 2001 -O 1 -DWG PLACEMENT AND COMPACTION OF FILLS AND BACKFILCS AND COMPACTION OF (760) 633 -2848 RILL SLOPE (2.1 UNLESS OTHERWISE NOTED) TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE BARRATT AMERICAN THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING D PACIFIC BELL TELEPHONE OWNER D CUT SLOPE (2.1 UNLESS OTHERWISE NOTED) T70NS OP£RA HE SHALL STA7E THAT OBSERVATIONS AND TESTS WERE MADE BY HIM (800) 422 --4133 OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EML14NKMEIV7S AND E. CABLE TV - DANIELS CABLEVIS/ON ���a"�3 PROPERTY LINES EXCAVATIONS WERE CONS7RUCTFD IN ACCORL141VCE WITH THE RECOMMENDA7IONS (760) 436 -7723 S/ OF ND OWNER, CORPORATE OFFICER D4TF OF TINE SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXC4VA IONS ARE GEN PAR77VER OR PROPR/EWR SUBDIVISION BOUNDARY SUITABLE FOR THE IR INTENDED USE. 2. CON7RACltTR SHALL NOT /FY THE CITY ENGINEER'S OFF /CE 48 HOURS PR /OR 70 BEGINNING ANY WORK ON THIS PROJECT. PHONE • (760) 633 -2770. a `f Ge hi 4 13. THE CON7RACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 719 PROVIDE J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. PRINTED NG4ME OF PERSON ABOVE LOT NUMBER AND PAD FLEVA77ON POSITIVE DRAINAGE AND PREVENT POND/NG OF WATER. HE SHALL CONTROL (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF /NSPEC770N WILL BE SURFACE WATER AND AMID DAMAGE TO ADVOIN /NG PROPERTIES' OR TO f7N/.SHEQ 5UBJECT 10 REJECTION AND REMOVAL. P O/ A 324.0 *VRK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE'S 70 PREVENT EROSION OF T7TLE STORM DRAIN PIPE "FOR REFERENCE ONLY" FRESHL Y GRADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND EROS /ON CONTROL MEASURES HA VE BEEN INSTALLED. 7YPF "A -4" CLEAN OUT BUILT PER CITY OF ENC /N/7AS DWGG, N0. 5790 14. ALL AREAS TO BE FILLED SHALL BE PREPARED 70 BE FILLED AND F/LL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE TYPE "B -1 " CURB INLET._ - MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CON7RAC70R FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE f7LC AND S70RM DRAIN (PW ,SDR -35) W/ARE4 DRAIN ALLUV14L SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND 77IEN COMPACTED 70 A MINIMUM OF 90 PERCENT IT SHALL BE THE CONT7RAC70R'S RESPONSIBILITY 70 RETAINING WALL � S'EE DET.4 /L SHEET 3 -� PLACE, SPREAD, W47ER AND COMPACT THE FILL IN S77?/CT ACCORDANCE WITH SPECIFIC4770NS. CERT /F /CA TE SO /LS ENGINEERS CERTIF/C rE BROW DITCH D -75, 7YPF .A6& S 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FINISH GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECT IONS. THE SLOPES OR EXCAVATIONS WE HEREBY CERTIFY THAT A REGISTERED SOIL ENGINEER OR GEOLOGIST HAS BEEN OR $JMOWI SAIID A REGJS7FRED CIVIL ENGINEER IN 7HE STA7F OF FU77JRf PRIVATE LANDSCAPE MAINTEA64NCE AND EMBANI(MEN7 ' SHALL BE SHAPED, PLANTED AND TRIMMED AS DIREC7ED BY WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77VITY AND ADVISE OF T 4F CALIf0RN/A, PRINCIPALLY DOING BUS /NESS IN THE FIELD OF APPLIED SOIL EASEMENT 70 H.O.A. THE ENGINEER OF WiORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL COMPACTION AN,D STABILITY OF 775/E S /7E: MECHANICS, HEREBY C£R77FY 7HAT A SAMPLING AND STUDY OF THE SOIL COND/TTONS STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA77ON OR PREVALENT WITYJN THIS SITE WAS MG4DE BY ME OR UNDER MY QlREC170N BETWEEN BLOCKS SHALL BE RC.P. PADRE BROWN. EMBANKMENT SLOPES' WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE THE DATES' OF o 3 � 3 REMOVED AND DISPOSED OF. 7HE 70E AND TOP OF ALL SLOPES SHALL BE ROUNDED � -/D - ONE C PLE7E' COPY OF T><1F SOILS REPORT COMP /LED IN ACCORDANCE WITH THE GRADING ORDINANCE. FROM T]5/ /S S77.1DY, WITH MY RECOMMENDATIONS, JVi4.S BEEN SUBMITTED T27 THE OFFICE ' SIG URE L14 TE OF THE CITY ENGINEER. FURTHERMORE; I HAVE REVIE WD THESE GRADING PLANS AND 16. ALL TREES', BRUSH, GRASS AND OrHrR OB✓ELT70NABLE MATERIAL SHALL BE n CERTIFY wr THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS COLLEC7FD, PILED OR OTHERWISE DISPOSED OF OFF 7HE SITE BY THE CON7R4C a 7OR fi4Gk ?�ffft PROVECT HAVE BEEN JNCORPOR47ED IN THE GRADING PLANS AND SPECIRCA77ONS. SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED PRINT NAME APPEARANCE FREE FROM UNSIGHTLY DEWS. APPROVAL OF LOC4T /ON OF DEBRIS y 0 FILL SHALL BE SECURED FROM THE SO /LS ENGINEER AND CITY ENGINEER PRIOR 70 SIGNED.- JACK BECKER DISPOSAL OF ANY SUCH MATERIAL. G. Lk17E' 5950 PRIESTLY DRIVE R. CI LUTE': 9 c _TT- " 17. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR ShfA1!_ D E7ERM/NE NECESSARY SUBGRADE C4RLS54a CALIFORNIA 92008 �' S�'� °N VA ELETIONS AND SHALL CONSTRUCT SMOOTH 7RANS177►ON BETWEEN FINISH GRADES` SHOWN. (760) 431 -0800 GE0451( /NSI7& INC. w �° c 1 18. ALL ACCESS AND WORK /S TO BE DONE FR 4/FCT OM THE PR0 SIDE AND NO HVRK OR 1384 POINSETTIA AVENUE F P 623 5 ;m ACCESS IS 70 BE ALLOWED FROM THE GOLF COURSE SIDE WITHOUT WRITTEN (702 PERMISSION CALIFORNIA 920183 FROM TINE CITY ENGINEER. (702) 897 -1424 s9 CIVIL J08 NO. 2313503 c �,� LANDSCAPING NOTES ALL SLOPES SHALL BE PLANTD AND /RR/G47E0 IN ACCORDAA CE WITH PLANS 1 • APPROktrD BY 7HVE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCJNJTAS GRADING ORDINANCE AND ALL ADOP7ED LANDSCAPE AND IRRIG477ON STANDARDS. (SEE SHEETS 5 -12 OF GRADING, LANDSCAPE & /RRJG4770N PLANS). s F7 1V SH GRADING AND PLANTING SAG4LL BE ACCOMPLISHED ON ALL SLOPES PR /OR 70 D£CLARA T /ON OF RESPONS /BLE CHARGE 2 OCTOBER 1 OR IUMED/A7ELY UPON COMPLETION OF ANY SLOPES' GRADED BETWEEN OCTOBER 1 AND APRIL 15. I HEREBY DECL4RF THAT ! AM THE ENGINEER OF WORK FOR THIS PROTECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF II PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE COMMUNITY SERVICES DEPARTMENT DESIGN !S CONSISTENT WITH CURRENT STANDARDS. �s 0 I UNDERSTAND THAT THE CHECK OF PAwECT DRAWINGS AND SPECIf7C47701VS BY BY: 4 � c, THE CITY OF ENCINITAS /S CONFINED 70 A REVIEW ONLY AND DOES NOT RELIEVE ME, -- AS ENC /N OR WORK, F RESPONSIBILITIES FOR PROVECT DESIGN. DATE: - l -D 3 BY.° Z _ O 4�0 R. Sq� Fyc _ PETE R. SAnAto r R.C.F. 44171 DATE" ENCINITAS FIRE PROTECTION DISTRICT COMMUNITY DEVELOPMENT f w ` rn SB&Q, INC N0.44171 a 3615 KEARNY VILLA ROAD SUITE 201 Exp. 6/30/05 BY: 8Y ___ SAN DIEGO, C LIFORN4 92123 s� clv iL (858) 560 -1141 F i l . ! ID o2` DATE: (/. DATE: _ ox c A �14 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED er ORAwN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. D.B. M.R. P.R.S. ummmommmmI 1 f�E!/ /SFD S/1EET COUNT A�i/ '�` a �" DESCRIPTION: TOP of BRASS DISK RECOMMENDED SUE APPROVED GRADING PLANS FOR: _ -- - - -- - , l ^ TPRVISION OF RATA //V /�f/Cy �NA_CL. IN WELL MONUMENT. HORIZONTAL BY: _1�✓ �,� PLANS PREPARED U E �•� _.__.. D 511 SA Z �� o LOCAT ION: STA. 64 +24 EL CAMINO REAL DAB ENC/N/TAS RANCH SIDON /A EAST T6.8 -G $ RE -VISED SHEETS 2 91516 a t ► Off/ RECORDED FROM: S.D. CO. VERTICAL _ � 44171 BY: R.C.E. N0. � c �ST f A - B UILT ZJ'til• 1 �G CONTROL PAGE 105 VERTICAL ___.__________r._ DATE: L /21�d� PETER SAFINO / VL/m LoTS S M,S.L. 6 -30 -05 DATE: DATE: T.M. NO.: 99 -089 SHEET 1 OF 1- _ -- ELEVATION: "120.2© DATUM: SIGNATURE EXPIRES` 2 ?'EARS f740M DATE EXP. It -30 -06 559t2GO1.ON4; _ LT 5,954,2 ' A .2 AS - BUI LT SPX /C SCSI LE EROSION CONTROL NO TES: TEMPORARY EROSION CONTROL PRIOR 70 COMPLETION OF FINAL. IMPROVEMENTS �,,.,�. �,� �" � so o so J 120 1ao , ICY } ,, r° SHALL BE PERFORMED BY THE CONTRACTOR AS /ND/C4TED BELOW- -' - ~- r ' 1. IN CASE EMERGENCY mw 1S REQUIRED, CONTACT LARRY L /FREE ' " i ✓✓° ` ��� �� r�� r�� rr�.r.r� �r�� ��� .rte �� i�� �� r ' AT 760 ) 802 -8560 24 HOURS. 6 ° 2 GRADED STREETS - PROVIDE STREET DESIL 77NG 34 SINS AS INDICATED ON DETAILS. � J ,« "w `^""``' r t < P /'E r r d r i ✓ r "',,,/'" 9 (Q '� IMME BAS ' ° "{ r } J. FOR INLET AS RAIN T , VIDE A SANDBAG SILT IN DIATELY UPSTREAM , , � ,.y � a '' ..✓'�� d ,� ;,. , r = . �',` „r.,,}' ;�'.� � � �` Y � �..:, '� I FOR 5TORM DRAIN LE PRO ED ON r. DETAILS. �` ° d f \ `t, FOR INLETS LOCATED AT SUMPS Aa.6ACENT 70 TOP OF SLOPES THE CONTRACTOR SHALL ENSURE THAT WATER DRAINING TO THE SUMP !S D!R£C1ED INTO THE 11h'LET I ; l AND THAT A MINIMUM OF 1.00' FREEBOARD EXISTS AND !S MAINTAINED ABOVE THE 1V 2,°54 F �. � J`� � � `� ,./' ' y TOP OF THE INLET LET. /F FREEBOARD IS NOT PRQVlDED BY GRADING SHOWN ON THESE PLANS, THEE" CONTRACTOR SHALL PROVIDE 9 VIA TEMPORARY MEASURES, No. J.fi'. rl -° k /.E. SANDBAGS OR DIKES. D w. ..n ^ A r ;� r F ,��� 1 . fi � ,�„� ,', � t �r: {, `�� a�. -., .„ ��� ...............�._ � ..- { � �k. ~ ~- x �:;�.Fr � � .. -�.r�l f �,J� ��..� .{.�� 5. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF S /LT AND t / r �) £� w �,. - ', p .� MUD ON ENT , � � r / ✓� � - �,}` , , �.., , ;.. ��,, \ �.,,> : `w` .�.�.. °`~~�R._�. �' .� •�.�. � ./ /�� .,�J ALA/AC STREET DUE TO CONSIRUC7TON AC77V/TY N o f 3 i/ r J � 6. THE CONTRACTOR SHALL CHECK AND MG4/NTAJN LINED AND UNLINED DITCHES" J r1 fi r• m� w r. 4 _ ,� .... t.. AFTER EACH RAINFALL. THE CONTRACTORS D E S ER EACH A" "R RAINFALL, HALL REAIDVE S/L T AN Q BR! AFT s °. =: _.d� . �'i"► 5 BELOW E OPENING OR OR WHEN SILT REACHES AN ELEYA770N OFD W W IR F f ` p SANDBAG BASINS. p t °` r �, 8 EOU/ MENT AND WORKERS FOR EMERGENCY N47RK SHALL BE MADE AVAILABLE > rt e t,d 4'E a ,y' �f l� °,' a J I d+ Y'i ",,. '^°,» "°- ,.w,...,,' ... w x .cS» .c"` � M, »w..,- ,..s.,•,».». "^•^- ...- .,,.. ....,..,.,,,w »wq ..,., ..N.,... •.- .,,.-}- ...»_._,.> I .^""' -°"°"` F ^`" AT ALL 7 ME ' -- y �, w SHALL BE DURING ERA /NY SEASON. ALL NEC' Y MATERIALS r " r .'° j` , / WM' °`- ' _ r �"' •'�:- `� .,. ' ' STOCKP ILED ON SflF AT CONVENIENT LOCATIONS TO FACILITATE RAPID � @+�7 CONS7RUC7701V OF TEMPORARY DEVICES' WHEN RAIN /S EMINENT Toe ,� �` P � � 1 � � � ' ✓'' ,f 7 > ��� '"^�`,,,,, � xis». ,. �,, ,,.„ w �} z � r � � ° f 9 .• d r r r J ,✓j -•, qq r / *' .. ° f j �` :T ` = ► _ " . 9. DEYrCES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL , F I ' t _ .�,,,, x OF THE ENGINEERING INSPECTOR. , 7 ^ r` s .,. ,'' /� , ?° �` ' ° £f t d /" y ° / '' t ,1� d r '`; , za y '^,•, ,,., -.° - m"e,,. .M.....,.- :..,,.. " `" ""` �- --..�' f-` •,,,, "v., y / W 1 .. r0 � .� �� � "�.-,. "�' ,.:w, wµ -° �, ``� l I � � THE CONTRACTOR SHALL RES7t7R E ALL EROSION CONTROL DEVICES °•-�� "'� � � �° �DRK /NG # ' , " "° I I ORDER TO THE SA TISFACTION OF THE C17Y ENGINEER AFTER EACH RUN -OFF i � s( ! � t � � ✓ �• . � � '" �.,'^�,.� ..,, �,,.. `�., �, �'�. �� , �• : ti d , �ax V,., w� .....,.,.. '».., __. - _. ^a e • I ' ' 999 F � 4 M M""„` •.,.. ---- - ..w.._ - p / 1 � PRODUCING RAINFAL �., � r 1. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY I S L ° \ BE REOU /RED BY THE Cf `Y ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY AR /SE. I ; � f , I f J � �f i I ( � � .i � a � ' •` _� .� .. � s'"r it{ '+y�II. ,fir $ � � f � "#" E �, � d �.:, .. � ¢ � � $ t _ ! P f °w , `� \ _ i a ^� �`t, � x 'F' f I 1 � � I I � x (r ✓ i ' F es, �♦� ° » # `� 1� 12 TH /f CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A hAZARQ0US CONDITION. t x, ,. e f 15 �s ^ COURT r� r ' , , y ' , 13• ALL EROSION CONTROL ME4S'URES PROVIDED PER THE APPROVED GRADING PLAN Sh64LL BE /NCORPORATE•D HEREON. x A# : f JJJ 14. GRADED AREAS AROUND THE PRa/ECT PER /METER MUST DRAIN AWAY FROM THE 1 ' t... FACE OF THEE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. w+' 'bm _ y,. v p l 15. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PUCE AT TIME END OF ,. ;. , ` EACH WORKING DAY WHEN THE FIVE DAY RAIN PROB481LITY FORECAST EXCEEDS 40x. a ; SHOULD GERM /NAT /ON OF HYDR�DSEED SLOPES FAIL TO PROVIDE EFFECTIVE GIDVFR4GE BOUNDARY OF GRADED SLOPES (90X COVERAGE) PR /OR TO NOVEMBER 15, THE SLOPES SHALL BE pp , ° SUBDIVLS/O , STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 ! t ! r �'� LIMIT OF #VRK AND - ° I ► , ; I s I �Y , , ; c OF THE EROSION AND SEDIMENT CONML HANDBOOK OF 7 HF STATE OF CALIFORNIA d yy i ► , Y 1 i t ,` ! e ,, 3 j DEPARTMENT OF CONSERVA770N. I P£RAtfAN NT N P! AN / Xw 4f I, E LA OSC4 NG D RR/G4170N PER SHEETS'" 7-21. � fir• � � �� � �� � �� � ��� �� � �� �� �� � �� � - �� �� �� r_� `..:� . � y MA p HYDROSEED NOTES SCALE' 1 " = 60' 1. HYDROSEEDI/VG SHALL BE APPLIED ONL i WHEN NECESSARY AND AS A TEMPORARY SLOPE RIW 3s.5' R� STABILIZER. CONTRACTOR SHALL USE PERMANENT LANDSCAPE PLAN77NG AND IRRIGA77ON AS SOON AS POSSIBLE, UPON COMPLETION OF SLOPES 16.5 20 2. HYDROSEEDING SHALL BE APPLIED 70 ALL SLOPES 7HEAT ARE GRADED &I (HORIZONTAL 70 • VERTlC4L) OR STEEPER WHEN THEY ARE- 16' 16' 4' LOT NUMBER 8 FOR EROSION CONTROL PLAN SEE SHEET 4, o. THREE FEET OR MORE IN HEIGHT /N fILL AREAS. b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO SHEET NUMBER EROSION DUE 70 THE EROS /ON RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY 7HEE C17Y ENGINEER. S77RM DRAIN • J /RRIG4770N SHALL MAINTAIN 7I �!E MOISTURE LEVFL OF 7NE SOIL AT THE OP77MUM LEVEL FOR SLOPE �� NQT£ THE GROWTH OF THEE HYDROSEEDED GROWTV ACCESS CCESS' AND WORK /S 70 BE DONE FROM T HE DIREC770N OF DRAINAGE - PROJECT SIDE AND NO WORK OR ACCESS 1S TO BE 4. SEED MIX SHALL CONSIST OF NO LESS TYAN.- LOT LINE ALLOWED FROM THE GOLF COURSE SIDE WITHOUT A. 20 LBS. PER ACRE OF ROSE CLOVER. WRfnix PERM /SS /ON FROM THE CITY ENGINEER. B. 20 LBS. PER ACRE OF ZORRO FESCUE. C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNIC4. D. 4 LBS PER ACRE OF ACH/LLEA MILLEFOLIA. SCHEDULE "J" PAVING - MODIFIED 4 TYPE o_ E 3 LBS. PER ACRE OF AL YSSUM CARPET OF SNOW). 6.0' CLASS #A8. "G -4' ROLLED CURB (rn y F, 112 LB. PER ACRE OF DIMORPHOLECA. (I-Af SCOW /ELD), (S PR IA16% PROVIDE OVERLAP A $�) (.,c, rt ®v m 4 O ITEMS C, D, E AND F OF THUS SUBSEC7TON MAY BE OM177ED ON LOCATONS WHERE AND 5 0 TYP THE ARE4 BEING HYDROS£EDED /5 NOT VISIBLE FROM E/7WER A PUBLIC STR EE T OR TYP /CAL SECT /ON � SIDONIA COURT PR /VA a AT ALL SPLICE TURF PER y,°� I RESIDEN774L STRUCTURES NOT TIT' SCALE LOCH T OA45 PER LANDSCAPE PUNS O I H. ITEM A OF THIS SUBSE2:'7TON MUST Be INOCULA TED WITH A NITROGEN FIXING 54CI - FRIA 77 a 55 (7YR) MANUFACTC/RERS j VA R I FS VAR 1 a AND APPLIED DRY EI7HJER BY DRILLING OR BRC�1�4DCAST/NG BEFORE HYDROSEEDING. RECOMENDA770NS '� 3' I. ALL SEED A047FRMLS SHALL BE TRANSPORTED TO 7XF JOBSITE IN UNOPENED CONTAINERS WITH THE C4LIFORNA DEPARTMENT OF FOOD AND AGRC'UL 7ZIRE CERTIRC -477ON TAG ATTACHED 70, OR PRIN75D ON SAID CONTAINERS. y 5• E' f 4 0 0 ! J. NON- PHYTO- 70X/C WETTING AGENTS' MAY BE ADDED 70 7hlE HYDROSEED SL URRY t AT TXF D/SCRE770N OF 7HEE CONTRACTOR. C COMPACTED fXL o N 5. TYPE 1 MULCH APPLIED AT 7HEE RATE OF NO LESS 7H$HAN 2,000 LBS. PER ACRE. TYPE Qc r• 7 A, `.1 ` . v • , a , \ � j VARIABLE SLOPE s MULCH (S77?AW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED ' �^ U o FIBER Ai ATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED 70 THEE SLOPE BY .1 " % MIN. `� 2 =1 MAX. MECHANICALLY PUNCHING NO LESS TURN 5OX OF THE STRAW /NTO 7hF SOIL. 8 M LONG J 6 FER77LIZER CONS'l.SRAIG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, W17HE 15X SULFUR 2 STAPLES (TYR) TURF RE/NFORGEMENT APPLIED AT THE RATE OF 500 LBS. PER ACRE. AT 3 O.C. (LANLOK TRM 450) 4 "D /F/ED „ � -4" 4 1 SEE SHEET l6 � 0 °5 DEEP AREAS TO BE HYDR+OSEEDED SHALL BE PREPARED PRIOR TO HY77RIOSEED/NG BY 1 ' S FOR SU�DRA /N ROLLED CURB SWALE W 3:1 r (LM SCOF/ELD) \ 1. ROUGHENING THE SURFACE 70 BE PLANTED BY ANY OR A COMBINA77ON OF. S P 01 C7 13c - iC4c, BR OW FIEL D SP fNG BEIGE � � � �� EX/ T. GRUJN d. 7RACK WALK /NG SLOPES' STEEPER THAN 6 1. TYPE "B" BROW DITCH PER D -75 %" A RIPPING AREAS THAT WILL NOT BREAK UP USING' /TEA/ 'o" ABOVE. a � TYPICAL GRASS -LINED DRAINAGE 2. CONDITIONING THEE SO /LS SO 7HIAT IT IS SUITABLE FOR PLAN77NG BY 5.2' MAX. EXPOS£p BETA /N/Nlr � DITCH DETAIL SLOTS 1 ��) A o• ALA/USTTNG THEE SURFACE SOIL MOOISTURE 70 PROVIDE A DAMP BUT NOT SATURATED � 1?/4LL, SEED BED. " " °w PER OETA /L SHL'ET 3 MATER /ALA R. C. P NOT 727 SCALE 8 T YP/CA L SECTION b. THE ADD/T/0N OF SOIL AMENDMENTS, PH AL�,lUSTWENT, LEACHING OR COVERING z PADRE,$Rp�/i(/, SPL /T FACE ' MODIFIED 4 " TYPE '" y/, J�[. � . - - _ NOTE:• SEE SHEETS 15 16 AND 17 FOR DRIVEWAY CROSS /NGS SALINE SOILS 70 PROVIDE VISIBLE CONDI770NS FOR GROWTH. "G -4" ROLLED CURB �� r z NO T TO SCALE w (LM SCOT' /Ef0) HYDROS£EDED AREAS SHALL BE A94 /NT4 NED 70 PROOWDE A VIGOROUS GROWTH UN77L THE KA"' TYP /CAL SECT /ON PRCIfCT IS PER4ANEN7ZY LANDSCAPED OR, FOR AREAS WHERE' HYDROS£ED/NG IS 7HEE PERMANENT LANDSCAPING, UN77L THE PRCVECT IS COMPLETED AND ALL SECURITY RELEASED -d NOT 70 SCALE 7 C0N7RAC70R 70 CONTACT COMMERCIAL DEVELOPMENT DEPARTMENT PR /OR 70 INSTALLA770N OF HYDROSEED. VISIONS APPROVED DATE REFERENCES DATE 4 R• S r F DESIGNED BY DRAWN BY cNECKED BY RE V ' BENCHMARK SCALE D B" �� q z _ _ MR. P,R.S, APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING, NO. f REl/ /sEDSHCrrCDUNT DESCRIPTION TOP OF BRASS DISK c� a 0 m RECOMMENDED APPR VED GRADING PLANS FOR: F3ETq /N //I/Cs111,4l IN WELL MONUMENT 1 = 10p' No.44171 r, PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL -__ Exp. 6/30 /05 i 2 ADDEl1 TYPICAL SECT /ON y LOCATION: SPA. 64 +24 EL VER TICAL REAL �,� CMG � DATE' , _ ! ENC/NITAS RANCH S /DON /A EAST 76 uf8 -- G /5\ •V1Sf_D NOTE c� RECORDED FROM: S.D CO. VERTICAL f_ _ CONTROL PAGE 105 VERTICAL qT F F0� __� R.C.E. NO. 4417 _ �� VVSTO/� LO Z• •0 I h.i iL -- _ ----- of cA�-t PETE - BUIL T SAFINO _ _ ELEVATION: 120.20 DATUM: M.S.L. s -30— DATE: __�._. DATE: b � ' — EXP. T.M. NO.: 99 SHEET 2 OF 18 11 -30 -06 55912G02. DWG AS 4111L T 59562. NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText