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2004-9042 G (Plans) A. GENERAL WO)ek TO BE DONE E. HYDR05EED ALL WORK &HALL BE DONE N ACCORDANCE WITH THR5E PLANS, THE 57ANOARD 5PEClAICATONS FOR PUBLIC WOR,C5 CON5TRUCTON, THE 0510N COW57RUC77AV 57ANOAR05 Of THE CITY Of 1• HYDR05EE0/NG 5HALL BE APPLIED TO ALL 5LO°E5 THAT ARE GRADED 6.1 (HORIZONTAL TO ENCINIT45 AND THE 54N,60560 AREA REGIONAL STANDARD DRAWNG5 ANY CHANGES OR REVISICV5 VERTCAU-OR STEEPER WHEN 77/EY ARE oG y THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR /N5PEC77aV. C. GRADING A. THREE FEET OR MORE IN HEIGHT N FILL AREAS. THE 50145 REPORT TITLED Peeam(ARY GEOTLCINACAL 50/1-5 ENC•/NEERNG INVEST/CAmy L. ALL GRADING SHALL BE 005ERVE0 ANO 7E57L`D BY A QUALIFIED 501LS ENGINEER OR PREPARED BY B&B ENGINEERING NC DATEO.• 14 MAY 2004 SHALL BE CONSIDERED AS A PART UNDER HIS/HER D/RECTOY HE /&HE 5HAu OBSERVE AND TEST The EXCAVA7701V PLACEMENT D o reET OR MORE IN HEIGHT N CUT AREA5, UNLE56 SLOPE 15 NOT 5U8JECT TO ER05lON DUE IfUCA01 OF THIS GRADNG PLAN. ALL GRADNG SHALL BE DONE N ACCORDANCE WITH TIC RECOMMENDATIONS AND COYPACTIOV OF FILLS AND ,64aFEL5 AND CaVPAC770N OF 7RCNOYE5. HE/SHE &WALL TO 77& ZRO510'V RESISTANT CIARAC7IR OF 77& MATER /AL AS APPROVED BY THE CITY 4:a5T R AND SPECIFICATIONS CONTANED N SAID REPORT. SUBMIT 5011-5 REPORTS A5 REQUIRED AND WILL DE7IRMINE THE 5UlTABl4lTY Of ANY FILL ENGINEER. m�� MATERIAL. UPON CaYPLE776W Of GRADING CRERATAV5 HE15HE 57A T9 THAT APPROVAL Of THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 5IZE6; LOCATION AND TYPE Of OBSERVATIONS AND TE575 WERE MADE BY HIM/HER OR UNDER H15/HER SUPERV/5lOW AND '2 IRRIGATION &HALL MA/NTAN THE M0167URE LEVEL OF 77•E: 501L AT 77-1- OPTN6M LEVEL FOR TUL DRAINAGE fACI in= NOR OF IMPROVEMENTS Wl7NN- 57REET RIGHT- OFWAY& 5EPARAIL T�/AT N Hl5/HER OPINIGW, ALL EMONCION75 AND EXCAVATIONS WERE 0267RUCTE0 N 11& GROWTH Cr THE HYOR05EEOED GROWTH �1 APPROVALS AND PERM/T5 FOR 7W56 SHALL BE REQUIRED !N ONJUIVC770V WITH IMPROVEMENT ACCORDANCE WITH THE APPROVED GRADNG PLAN5 AND THAT ALL EMBANKMENTS AND 100' PLAN5. EXCAVATAOS ARE ACCEPTABLE FOR 77e1R N71NDE0 USE .1 HYORO5EED/NG MIX SHALL curvwT OF ALL 117E r01- WRI7TEN PERMI55lOW SHALL BE OBTANED FOR, ANY OFF51TE GRADNG 1. SEED MIX SHALL COV8I5T Of NO LE65 Two S I T E 2. 717E CONTRACTOR &HALL PROPERL Y GRADE ALL EXCA VA 11D SURFACES TO PROVIDE A. 20 LB& PER ACRE Of R05E CLOVER CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77OVS REQUIRED TO PROTECT ADJACENT WA7 TINE DRAIN VOID AND PREVENT PENDING Of WATER. HE/5NE SHALL CO SURFACE R 20 LB5 PER ACRE OF ZORRO fE5CUE WA 72!R AND AVOID DAMAGE TO ADJONNG PRO°ER77E5 OR TO f /N /5J•!ED WORK GNV TINE 5171 PROPERTIES DURING GRADING ClPERATIOW5 ANYTHING DAMAGED OR DE57ROYED SHALL BE ANO SHALL TAKE REMEDIAL MEASURES TO PREVENT ER05 101V OF fRE&HLY GRADED AREAS C 3 LB5. PER ACRE AF E SCHOOL CIA CALIFORNICA REPLACED OR REPAIREO TO CGWDIT /AV EXI5TlNG PRIOR TO GRADNG. UNTIL SUCH T/ME AS PERMANENT DRAINAGE AND EROS /OW CONTROL MEASURES HAVE BEEN D. 4 LB5 PER ACRE Of AaALLEA MILLEfOUA INSTALLED• E 3 LB5 PER ACRE Of AL Y55UM (CARPET Of avow) TH0NA5 6NDf VICINITY MAP 11HE DEVELOPER SHALL Be RE5PCW5IBLE 7HAT ANY M CWU/YENT OR BENCH MARK WHICH 15 f. 1-2 LB. PER ACRE OF OAYORPHOLECA P46Z 1147 B -4 XT TO SCALE ,0157U9,640 OR DE57ROYED SHALL BE REE574BL15HED AND REPLACED BY A REGl5TEew C/V!4 3 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 5HALL BE PLACED G ITEMS C, D, 4 AND' F OF 7H /5 5UB5ECTI5W MAYBE OM1771D ON LOCATIONS ENGNEER OR A LICEN5E0 LAND SURVEYOR. N ACCORDANCE WITH STANDARD 6PffaFI6ATION5 ALL VEGETABLE MATTER AND WHERE The AREA BEING HYOR05EEDE0 /5 NOT VISIBLE FROM El7IER A PUBLIC 0. 8 ✓EC7701VABL9 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR fROM THE SURFACE STREET OR RE5lDENTAL 5T,RUC7URE& 7H,E CONTRACTOR .MALL DESIGN, CONSTRUCT AND MAINTAN ALL SAFETY DEVICE5, INCLUDNG UPON WHICH THE FILL 15 TO BE PLACED. LOOSE ALL AND ALLUVIAL 50IL5 &HALL BE H. 17EM A Of TH/5 5U85EC770N MU5T BE NOCULA710 WITH A NITROGEN rlXl1VG 5HORING, AND SHALL BE RE5PON51BLE fOR CONFORMING TO ALL LOCAL, 57AT1 AND FEDERAL REMOVED TO SUITABLE f1RM IVA7URAL GROUND. THE EXP05E0 5011-5 "LL BE 5CARINED BACTE'R!A AND APPLIED 0RY E17WR BY DRILLING OR BROADCA5T/NG BEFORE p SAFETY AND HEALTH 57ANDAR05, LAW5 AND R90ULA77010. TO A DEPTH OF 6' ANO P&N CAYPACTeD TO A MINIMUM Of 90 PERCENT. IT SHALL BE THE HYDR05EEDING. EXISTNG CONTOUR COVTRACTOR5 RE5PAN5IB/UTY TO PLACE, 5PREAD, WATER ANA COMPACT THE FILL !N I. ALL SEED MATERIALS &HALL BE TRAN5POR71D TO THE JOB 517E !N UNOPENED GRADING GRADING AND EQUIPMENT OPERATING WITHIN ONE HALF (112) MILE Of A STRUCTURE FOR h1✓MAN 5TRICT ACCORDANCE WITH SPECIFICATION& CONTAINERS WI7H 771E CALIFORNIA OEPAR77YENT OA F000 AND AGRJCYI4TURE 1397 OCCUPANCY &HALL NOT BE CONOUCTeo BETWEEN THE HOURS Of 5.•30 P.M. AND 730 A.M. NOR ON CERMFICA7701V TAG ATTACHED TO, OR PRINTED ON SAID CONTANER5 �— PROP059D SPOT ELEVATION 54 7URVAY5, &180A Y6 ANO CITY RECOGNIZED HOLIOAY5. 4. CUT Am FILL SLOPES SHALL Be CUT AND TRIMMED TO FNI&H GRADE TO PRODUCE &MOUTH J. N0V -FHYT0-T0XIC WETTING AGENTS MAY BE ADDED TO THE HYDRO5EE0 SLURRY SURfACE5 ANO UNIFORM CRO55 SECTIONS. 771E SLOPES OF EXCAVATOOS AND AT TIE 015CR977OV OF 7HE CONTRACTOR. Hp. DRAINAGE HIGH POINT NO GRADING OPERATIAV5 &WALL COMMENCE UNTIL A PREGRADING MEETNG HAS BEEN HELD OV5ITE EM9A1VKMENT5 &HALL BE SHAPED, PLANTED AN0 TRIMMED AS DIRECT!D BY 7IE ENGINEER - WITH THE FOLLOWING PEOPLE PREVENT CITY NSPECTOR, C/V/L ENGNEER, 50/1-5 ENGINEER, OF WORK AND LEFT IN A NEAT ANO ORDERLY CONU1770V ALL 5TCWE5, ROOTS AND 07W 2. TYPE I MULCH APPLIED AT 771E RATE Of NO LESS THAN 2,000 LB5. PER ACRE TYPE 6 MULCH (GRASS &WALE DIRECT /ON Of DRAINAGE RA GRADING CONTRACTOR AND PERMIT7IE 7IE PREGRADE 1YEE771VG SHALL BE SCHEDULED WITH THE W4571 M4 77ER EXPOSED OR EXCAVATION OR EMBANKMENT 5LOPE5 WHICH ARE LIABLE TO (STRAW) MAY BE 6UB5T/7U71D, ALL OR PART, FOR HYDRAULICALLY APPL /ED FIBER X) CITY AT LEAST 4e HOUR5 IN ADVANCE BY CALLING (750) 6M-2770. BECAME LOOSENED SHALL BE REMOVED AND 015P05ED O. THE TOE AND TOP Of ALL SLOPES MATERIAL. WHEN 57R4W 15 U5E0 IT MUST BE ANCHORED Ti7 THE SLOPE BY IYECHANACALLY -' EDGE OF PAVEMENT SHALL BE ROUNDED N ACCORDANCE WIT/ THE GRADING ORDINANCE. PUNV7§N7 NO 4655 THAN 50t' Of 7IE 5TRAW 1NTO THE SOIL. _ _� LINE PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PRAP05E0 CONSTRUCTION 517E PROPERTY WITHIN TH15 PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 77e CITY 5. ALL TREES, BRUSH, GRA55, AND 077&R OBJECT /UNABLE Ml79RIAL SHALL BE COLLEC7ID, 3 FERTILIZER CON515T/NG Of AMMONIUM P�l06PM M SULFA 7E, 1620 -0, WITH 15X 5ULfUR ENGINEER FOR 77HE PROPOSED HAUL ROUT/. 77HE DEVELOPER SHALL Ca0L Y WITH ALL CONDITOWS PILED OR 077&RWI5E 015 OF Orr T7IE 5171 BY TIE CONTRACTOR 50 AS TO LEAVE 771E APPLIED AT 771E RATE Of 500 LB5 PER ACRE GRA55 LNED SWALE AND REQULREMENT5 THE CITY ENGNEER MAY IMPOSE WITH REGARDS TO THE HAULING AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FN15HED APPEARANCE FREE FROM OPERATION. UNSIGHTLY DEBRIS APPROVAL Of LOCATION OF ,0005 FALL SHALL BE SECURED FRAM 771E 4. AREAS TO BE HYDR05EEDED 5MLL BE PREPARED PRIOR TO HY0,e05EEDl1VG BY WM PROPOSED WATER METER 50/1-5 ENGINEER AND CITY ENGNEER PRIOR TO THE DI5P05AL Of ANY SUCH MATERIAL. 1. ROUGHEN ING THE SURFACE TO BE PLAN710 BY ANY OR A COMBINATION Of UPON FINAL CAMPLET /ON Of THE WORK UNDER THE GRADNG PERM /T BUT PRIOR TO ANAL GRAD /NG A. TRACK WALKING SLOPES 571EPER THAN 6.1. B. RIPPING AREAS THAT WILL NOT APPROVAL AND /OR FINAL RELEA59 OF SECURITY, AN A5- GRADED CER77=477OV 6HALL BE BREAK UP U611VG IMM 'A' ABOVE PROVIDED 5TA77NC 'THE GRADING UNDER PERMIT NO. 9042 -G HA5 BEEN PERFORMED IN 2. CONDITIONING 7IE SOILS 50 7IAT IT 15 5U /TABLE FOR PLANTING BY. 5U55TANTAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS &HOWIV ON THE ATTACHED A5- GRADED PLAN'. 71.1!5 5TA71MF✓VT SHALL BE FOLLOWED BY 7HE DATE AND 5/CNARIEE Of THE A. A ED BED. THE SURFACE 5014 MOISTURE TO PROVIDE A DAMP BUT NOT 5A7URA110 CIVIL ENGINEER WHO CERTIFIES SUCH GRADNG OPERATION 5EE BED QUAIIITITIE5 B. THE ADO/TAV OF SOIL AMENDMENTS, PH AOJU57MENT, LEACHING OR COVERING D EROSION CONTROL 5ALNE SOILS TO PROVIDE VIABLE CONDITOWS FOR GROkM cur= 150 C. Y. (PROCE55 SURFACE 501L5) 1. N CASE EMERGENCY WORK l5 REQUIRED, CONTACT _DAVID GRAY AT (760) 643 -3712 (24fjrs) 5. HYDR05440W AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROU5 GROWTH UNTIL THE PROJECT I5 PERMANENT Z Y LAM56CAPE0 OR, FOR AREAS WHERE HYDR05=11VG 15 7IE FILL = 240 C. Y. (TOTAL YARDAGE) 2. EQUIPMENT AND WORCER5 FOR EMERGENCY WORK -&WALL BE MADE AVAILABLE AT ALL PERMANENT LANDSCAPING, UNTIL THE PROJECT 15 COMPLE710 AND ALL 5ECURITY RELEA5EQ ,8. NO TIFICA TION5 TI'fE5 DURNG THE RANY 5EA56W ALL NECESSARY MA MRML5 SHALL BE 5TOGCPILED ON IMPORT = 90 C.Y. 51TE AT CONVENIENT LOCATIONS TO fAC/UTAT RAPID CONSTRUCTON Of TEMPORARY NOTE• ALL FILL SOILS GENERATED FROM ON --517E EXCAVATlON5 DEVICES WHEN RAIN 15 /MMNENT. I 50IL 5 E NGINEERED C ER TIFICA 7 E AND IMPORT MATERIALS SHALL BE COMPACZ ED TO 9OX MINIMUM. 1. THE EX/571NCE AND LOCATAY OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 7H959 PLANS WERE 00 TAXED BY A 5EAROY Of AVAILABLE RECORDS. TO THE B95T OF OUR 3. OEVACE5 51•IOWN ON PLAN5 SHALL NOT BE MOVED• OR MO/FIED WITHOUT THE APPROVAL KNOWLEDGE 7HERE ARE NO EX157 NG U77UTIES EXCEPT AS SHOWN ON THR5E PLAIN , HOWEVER.• Of 771E ENGINEER /NG NSPECTOR. I AR7MJR C. BEARD , A REG1571RED CIVIL ENGINEER /N 771E 5TATE Of THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROMCT ANY A THE CONTRACTOR SHALL RESTORE ALL ERO516W CONTROL DEVICES TO WORKING ORDER �UFORN /A, RES PALLY DOING BUSINESS T7IE FIELD OF APPLIED 5014 EX1577NG UTLlT7E5 OR 57RUC7URES LOCAMD AT THE WORK 517E IT I5 The CONTRACTOR'S TO 771E 5AT15fACT0N Of 777E CITY ENGINEER AfreR EACH RUN -OFF PRODUCNG RAINFALL MECHANIC& HEEREB Y CERTIFY THAT A SAMPLILI NG AN0 571/D Of TIE SOIL COND/TlAVS PREVALENT WITHIN 77715 5171 WA5 MADE BY me OR UNDER MY RE5PON8 /B /UTY TO CONTACT TIE FOLLOWNG OWNERS OF SAID UTL /TIES OR STRUC7URE5 PRIOR D /RffCT /AV BETWEEN THE DA 715 0419-04 AN0 0514 -04 NO TE' ANY EXCAVATON, FOR VERIFICATION AND LOCATGW OA U771I77,65 ANO N077FICA77aV OA 5 THE CONTRACTOR SHALL N57ALL ADDITONAL ER05IOV CANTROL MEASURES AS MAY BE L ALL GRADING WORK SHALL BE DANE UNDER 777E 6UPERVI5IAN COMMENCEMENT OF WORK.• REQUIRED BY 771E CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATOV OR ONE COYPL97E COPY OF 7IE SOILS REPORT CA"1P /LED FROM TH15 57UDY, OA A RE61571RED SOILS ENGINEER. UNFORESEEN CIRCUM5TANCES WHICH MAY A059 WIT/ MY RECOMMEMOATIONS, HAS BEEN 5UBMITTED TO ThE OFFICE OF THE 2. ALL PROP059D 6LOPE5 56ALL BE LANDSCAPED AND A. SEWERS - CARD /fF SANITAT /AN - (760) 633 2770 CITY ENGINEER. fURP&RMORE, ! HAVE REVIEWED 77•IESE GRADING PLANS 6. THE CONTRACTOR 56ALL BE RE5 AND SHALL TAKE NECESSARY PRECAU7706 TO AND CER77FY THAT 7HE RECOMMENOATOV5 INCLUDED /N 7IE SOILS IRRIGATED ArMR THE CAMPLETON OF GRADING. B. GAS d ELECTRIC - 590E - (000) 660-7374 PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WA 71R5 CREATE A /HAZARDOUS REPORT FOR 71/5 PROJECT HAVE BEEN NCORPORA7ED /N THE GRADNG 3. 54OPE5 HAVE TO BE PROTECT!D FOR EROSION CONTROL CONDITION. PLAN5 AND 5PECIf7CA r106 PU,RP0595 WIT V BONDED flOER MATRIX OR THE PLACEMENT C. WA 71R -SAN DlEGUITO WATER DISTRICT - f760) 633 2709 7 ALL E,RO510N CONTROL MEASURES PROV IDED PER THE APPROVED GRAD ING PLAN SHALL �oQROFESSIpH'! OA A 57KAW MAT TO TIE 5ATI5AACTION Of TIE FIELD INSPECTOR. D. TELEPHONE - PACIFIC IILEPHONE - (619) 574E-5052 BE INCORPORA LED HEREON. E. CABLE TV - COX CABLE - (760) 806 -9009 8. GRADED AREA5 AROUND THE PROJECT MRIMEMR MU5T DRAIN AWAY FROM THE FACE Of SIGNED. s�hc�• -- C. AA-e , RGE 127 5LOPE AT THE CLWCLUS/ON OF EAC7l WORK DAY. RGE NO: 127 * Exp. 12/31/05 2. CONTRACTOR SHALL NOTFY THE C/TY ENG/NEER'5 OFFICE 48 HOURS PR10R TO BEG INNING ANY ,r GEOIECHN WORK ON TI15 PROJECT. PHONE: (750) 6M-2770 9 ALL REMOVABLE PR071CTlVE DEVlCE5 5HOWN SHALL BE IN PLACE AT THE END Or EACH EXP. DA 7E.- 5 • Ae4U WORKING PAY WHEN TIE FIVe (5) DAY RAN PROBAB/UTY FORECAST EXCEEDS Awry �Of CAl \E 3. 777E CONTRACTOR &HALL GIVE 24 HOURS NOTICE AV CALLS FOR INSPECTAN. PHONE: (760) 633 2770. PERCENT (40X). 5147 AND OTHER DEBR/5 SHALL BE REMOVED AFT1R EACH RAINFALL 5 TA TEl`MENT OF ENGINEER OF WORK 4: ALL WORK PERFORMED WITHOUT BENEf /T Of hV5PEC7701V WILL Be 5UBJECT TO REJECTION AND 10 SHOULD GERM /NATION Of HYDROSEEOEO 510PE5 FAIL TO PROVIDE EfTECTVE COVERAGE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHAG COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE REMOVAL S7Ae uZEEw TY PUNCHED 57R4W INSTALLED N ACCORDANCE W /7I 5,ECC7XN 35023 OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS ERO5fOV AND SEDIMENT C01V7R04 HANDBOOC OF 7IE 57A le Of CALIFORNIA DEPARTMENT L EGAL REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR RENEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY COMER YJNSERVATlON. O r OM ERS C TE PORTION Of LOT 3 .BLOCK 'C' FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN o ENI/IRO /yE TAL DATA: O y1//yER CITY Of EN0NIT45, CA. AND THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. U -26 THE COMPAC 57PEPE5T EXISTNG NA7LRAL SLOPE AV 5172= = 3X (WE) HEREBY CERTFY THAT A 460=999D SOILS ENGNEER OR GEOLOG/5T HAS BEEN G d 5 BUILDNG AND OEVELAPMENT, AMC ANC. OR WILL BE RETANED TO BUPERVI5E OVER ALL GRADING AC /VlTY ND ADVISE ON ACCORDING TO MAP THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY MAXIMUM VERTICAL DEPT/ Of CUT - 1 FOOT 315 5. COAST HWY 101, NO. COMPACTION AND 57AB&ITY Of THE 571E THEREOF NO 1708 , EN01VIT45, CA. 92024 /��� CA COORD,INDEX 326 - 1677 ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OF OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH (760) 943 122.0 5I6NA77/R Y vl, I( y 11- I - O Z MAX /MUM VERT /CAL DEP1I Of FILL = 25 SET DAVID GRA PA E,e DATE DA YID 5MIT , PARTIVER OAT! APN+ 256 rfl-10 AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. AVERAGE DEPTH Of CUT = CY f27 = 18 o z� - 0.5 FEET C/O G d 5 BUILDING AND DEVELOPMENT, INC. 252 Z ADDRESS 315 5. COAST HWY 101, NO. U -26 AVERAGE DEP77l Of FALL - C x 27 a 2f x 27 -00 AEET E1VC11VITA5, CA. 92024 / ��� 0¢ c 22535 12 -31 -05 i/Novlya¢ � Sr. 0500 PHONE (760) 943 -1228 ARTHUR C. BEARD RCE EXP. LIC. DATE DATE 5D COUNTY HEAL TH DEPT. ,BUILDING & PLANNING DEPT. ENCINITA5 FIRE DEPARTMENT 5 N DIEGU! O hM 5Eg DI5 IC " AS BUILT Me ENGINEERNGx HNC QP OFESS /0,� � QROF E�S'a � CUT - 150 C. Y. (PROCESS SURFACE SOILS) /� / /) 1611 A 50UTI MELR05E DR. 0 265 WATER WORKS APPROVAL /�/ �L 7 Zoio VISTA, CA. 92081 F /LL 240 C Y. (TOTAL YARDAGE) RCE EXP. 3 ApproJed by. OFFICE: (760) 945 -3150 a y w0� �o m W RCE 5 1- I� 17- Z �/ DATE FA Exp. 05 * X.• (760) 9445 -4221 IMPORT = 90 C Y. REVIEWED BYE �� 5lGNA7URE 44 T9 51GYA7URE Dq 510V RE DA cnm 9 L J PC 04109 F Eo ° ,� �. �__ ►� / /Pti oPCa►.a�'' a N Of CAS\ RE V51016 APPROVED DATE RfFfRENCE5 DATE BENCH ARK RI CE. D INSPECTOR APP OVALS DATE CITY OF ENCINITA5 PUBLIC WORK5 DEPARTM / NT DRAWING NO Z DE5C,PIPTION E B Engin eering, Inc PLAN5 PREPARED UNDER 5UPERVI5ION OF RECOMMENDED A RO D GRADING PLAN FOR: �z TO � ,�.�, SINGLE TAMIL Y RESIDENCE ���2_G z T OR L LOCATION 1611 -A SOUTH MELROSE DR. #285, VISTA, CA, 92083 DATE: /�/Yoy?004 W "�����, BYE BYE � W W 0 (760) 945 -3150 2►n RC.E ?28JS Z ,RECORDED FROM Drawn By ARTHUR C. BEARD IL 9•(0 -3 -10 ELEVATION DATUM D. A5HBAUCH JOB NO. GRA 504 GPI EXP. /13/ 03 DATE 11 / z3/ Dd DATE /I Z X29 FUL VIA 5T. ENCINITA5, CA. Z = LE r l of 2 W a. CONCRETE WASHOUT CON TRACTOR SHALL ESTABLISH AND USE ADEQUAT E[ Y SIZED ER 0 SI 0 N CONTROL PLAN GRA DING PLAN CONCRETE WASNi�UT AREA TO CONTAIN WASHOUT WASTES' ON 5 /TL? /T 15 ILLEGAL TO WASF/ CGWCRETE, SLURRY, MORTAR, 57UCCO PLA57ER AND THE LIKE INTO THE 5TORMWATER `p� APPi mwi POST A 5ov Disom771VG THE WA -ROUT LOCAT CTOR \ / ?�0 (aR�OIr � � �p W. CONSTRUCTIOV 517E ACCESS It o �� C pFf+ ►� A 5TABILIZED C00TRUCTtON 517E ACCE55 56ALL BE PROV /OED 4/ / / q g Do 0 pF FOR VEHICLES EGRE55 AND IIVGW55 TO PREVENT TRACC/NG DIRT 'ti p T - �R OFF 517 77•/!5 SHALL INCLUDE U51NG MATERIAL SUCy AS GRAVEL / A � AND /OR CORRUGATED STEEL PANELS/PLAM5. gL&a .a•1 CONSMUC770V VEHICLES 1+/ VIA 0 , + pwh ass coMPyE�I BE DE510V TED FOR V HICLE5 PARKNN VACLE 56 ALL - -' FU� O ® J1 � o ��ZtiO np �r` A Fo • REFUELING; AND ROUTING EQUIPMENT MA/N7ENANCE ALL MAJOR + - SCALE 11620 ��A t�� 3 ft ' 1�, vT RL:PA/R5 5HALL BE MADE Off -5/M GRAVEL BAGS 51LTfENCE o N of Coa P W - \ NN ER05l0N CONTROL ER05tAN CA'VTROL 1'fU5T BE PROVIDED FOR ALL ER0510! 3.6 5 1 0 30 40 D RAIN 5UM OgN 6URFACE5 SLOPED 5URFACE5 ESPECIALLY SHALL BE PROMCIED ..:....... AGAINST ER051OV BY lNSTALL/NG ERC1510N ,RESISTANT 5URFAC °5 " ' • W /� SUCH AS ER05101V CONTROL IVA7E5, ADEQUATE GROUND COVER OZTENT /ON /1NFILTRATIONBA5IN : ;:•; :. APN 255-252-08 r ULWA �O VEGETA770N, AND BOWDED FIBER MATR /X. ..; , . ; ; • . r W NO EXCAVATIG)'1/ AND GRADING ACT/V/T/E5 ARE ALLOWED DURING STAB / LINED CONSTRUCTION ENTRANCE o "' 4 �' 13 •g c� i WET WEATHER. (24' X 247 f/" TO 2" ROCK AT 6" TH/CKJ 0 r 3 c 05 DRIVE AY W OfVERS/OW D/KE5 5HALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 02W5TRVC77ON 51M. CONTRACTOR SHALL PROTECT 2' WIDE 6RA55 LINED 5W4LE (TYPICAL) x rT �` ,:.•,;:. EEF ENE 13 •4 > .... Gyr rn 1250 GAL 5E Toff CHANNELS AGAINST ER05lav U5/NG PERMANENT AND MIYPORARY i �— GRAVEL BAGS /� ''.' ':24 °., ?: FAA G n (SEE m /f0 APPROVAL PER LOWS AV 4&5) CONTROL MEASURES. 6 REMOVE EXISTING VEGETA TION ONL Y WHEW AB50LUML Y x NECE55ARY. LARGE PROJECT5 SHALL BE CONDUCTED !N PHA595 1399 TO AVOID UNNECE55ARY REMOVAL OF THE NA7URAL GROUND GRAVEL BA 65 /.5' M/N A , i '. : � SIP /1!• X56- 25-; PAD �L COVER. DD NOT REMOVE 7RE95 OR 6HRUB5 UNNECE55ARX Y, [� 1 O.5 !0' SETBACK / OBE �'= WRT. P1701 r` o THEY HELP EROSION. POWER P 5'W x I2Z x :r ..' r� APN 255 252 -13 �L =1�1 3 �— R DETENTION BA s f :. ,.: 7EMPOR,4RY VEGETAT /ON MUST BE PLANTED ON SLOPES OR MI ° FF fSEE SECTION 8 BJ :'.• :: �O '••••• �'' Y11 i . • 1: 1 WHERE CGW5TRUC770N 15 NOT tMMEO /A lEL Y PLANNED FOR t o 2' WIPE GRA55 L /NED 5WALE (TYP /CAU _'' • . + , c a BARK LINED SNJA4e GRA55 L /NED 5WALE FOR 5TORMWATER o q ER051ON CONTROL PURPOSES ER05I01V SHALL BE PREVENTED BY CLEN5/NG SHALL NOT TO BE DISTURBED W /TROUT o o NOTE' `` WiTI1 PaA�TS PLAIV771VG FAST - GROWING ANNUAL AND PERENN /AL GRA5595 TO SHIELD AND BIND THE 50 11- A PERMIT FROM THE CITY Of ENC1N/T45 10' SETBACK THE ® 0,455 L /NED 5WALE5 fOR 5T0RMW4TER 3 PLANT PERMANENT VEGETATION AS 50GW AS POSSIBLE, ONCE ® CLENSING SHALL NOT TO BE 0I5TURBEO WITHOUT EXCAVA7701V AND GRADING ACT/V177E5 ARE COMPLETE r A PERM IT FROM THE ' CITY Of ENC /N /TA5 (TYP /CAL) 15 MIN 13.9 WATER U5AGE FOR DU5T CONTROL SHALL BE MINIMIZED. a• PAD 0 . 5 /0 5ET9ACK ON - 51M CUN5TRUC7701V MATERIAL STORAGE AFIV, 256 - 252 —/3 . r STORED MATERIALS SHALL BE CONT41NED !N A SECURE PLACE TO � • • ., ''� ® PREVENT SEEPAGE AND SPILLAGE CONTRACTOR 5HALL 5T0RE ® "` 75 00 13A R1'+ L I PI SO 45 w n. %-e- N o THESE PRODUC75 o `o CONTR CrOR SHAI� E P9ROVD 5EC CCWTA�M AF 77 RAIN. ::. W ,81yP LAG ND W ItH PCANtS o o ALL FUEL STORED ON-5 /7E o16 30 IO' SE AC� r Y � EUMNAM OR REDUCE POLLU77aV Cr 5TORMWATER FRAM r STOCCP/LE5 KEPT ON -511E STOCKPILES MAY INCLUDE 50 /1, /LT FENCE �Q 51L FENCE (5C -1) 0 13 PARING tfAMRML5, ASPHALT CONCRETE, AGGREGATE BA 54, ETC 5TOCCPILE5 -WALL BE LOCATED AWAY FRAM CANCENTRAIED A?N. 255252 -25 GRAVEL. BA65 (50-6) p0 O O O '` m 5TORMWA7ER fLOWS AND STORMDRAIN IM975, STOCKPILES O O O a SHALL BE COVERED OR PROTECTED WITH 50IL STABILIZATION r': VERT. MEASURES AND PROVIDED W 17H A TEMPORARY 5ED/MENT �5 00' BARRIER AROUND THE PERIMETER AT ALL 49YE5 5TANLIZE0 C V5rRUC77OV ENTRANCE ITC -D ..1., TRAIN ING I B01040 FIBER MATRIX (55-41 OR f 4016 I " ( K- L1 SL44LZ CONTRACTORS EMPLOYEE5 WHO PERFORM CONSTRUCTION !N THE STRAW BLANKET SLOE 5TAB/LlZA77ON (55-7) \ 5 W ITM PLA S CITY OF ENCINITA5 5HALL BE TRAINED TO BE PAM/UAR WITH THE CITY Of E1V01V/TA5 5TORMWAMR PO4LUTICW CONMOL PROVIaff 5EEDING AND PLANTING � REQUIREMENT5 77YE59 BMP NOTES SHALL BE AVAILABLE TO TO REDUCE ER05ION (55 -2, 55-4) EVERYO✓E .WORKING ON 77& 51TE 77Z PROPERTY OWNER(5) AND APlV, 256- 2 52 -25 THE PRIME CONTRACTOR MU5T moRM SUBCCWTiRACTOR5 ABOUT STORMWATER MANAGEMENT NOTES BI GRA55 LINED 5WALE (CD -MA) 5TROMWA7ER REQUIREMENTS AND 7HEIR OWN RE5AON5IBIUT/E5. / NOi E I AL-L RAF DRAINS ; /1.REA QR<t1NS WA57E MANAGEMENT L DURING 7HE RAINY SEASON PROM OCTOBER 1ST TO AAA 1ST THE AMOUNT 'LAAUAC'• � ARE TIED 7 TIWE DETcN'710D BASIN Of EXPOSED 5011. ALLOWED AT AVE TIME SHALL NOT EXCEED THAT WHICH or ,=44 If AMUIRED SEE N07E5 CONTRACTOR 5MI-I BE RE5POW51BLE fOR PROPER[Y D /5P05ING CAN BE ADEQUATE[Y PROTECTED W17HIIV 40 H04195 OF' A PRREDICTED RAIN. _ 3 , P 510fMCK hW5e Of ALL WASTE UNUSED STRUCTlOV MA1ERIALS. DUMPING R O F UNUSED OR WASTE PROD ON 771E GROUND, WHERE 2 1252 Of ALL NEEDED BMP MATERIALS 5HALL BE STORED 01517E YEAR- 14771E 40155 a OP& CAN CARRY THEM INTO THE CONVEYANCE SYSTEM 15 STR TER CTLY ROUND, TO ALLOW FULL DEPLOYMENT AN 1NS A TALLA TIOV WIPAN 40 HOUR5 OF A PREDICTED RAIN. CITYAH9P010 �- DRIVEWAY. 5" PCC 6 CL /1 AB PROHIBITED. B/OflLTJPAT7GWMA7ER/AL W /El3B5 NO 5EEPAGE fRA°f DUMP57ER5 5YALL BE DI5CKARGED INTO J. THE PROPERTY OWN -HALL -LL COMP[ Y WITH ALL APKICABLE STORM WATER �� I I I� I I �— a PER M. W III I I =I I � I I- I � � 6" EARTHEN BERM 5TORMWA MR, BERMS /DIKES 56ALL BE PLACES AROUND REGULA T/A1/5 A T ALL T/ME5 THE BV'1Ps THA T HA VE BEEN tNCORPORA TED INTO � I = 1 I I I � I — !c? _ �� �\ I � I— I I I I 1 =� " /3 '0 13 DUMPS7ER5 TO DIVERT THE NA7i1RAL STORM RUNOFF. 7Hl5 PLAN SHALL BE IMPEL ML'NTED AND MAINTAINED TO PREVENT CW5 /TE Ij1rA �Tp/ III — z I- B "' DU1V1P57ER5 56ALL BE CHECCED fREQUEN7Z Y fOR LEAK5 ER0510N AND TO PREVENT D15CHARGE5 OF POLLUTANT✓ FRAM LEAVING THE =1 I1 =1I I I 1 =1 DUMP5MR LA05 SHALL REMAIN CLOSED AT ALL TIMES. SITE MAINTENANCE OF BMPs 6 7HE RESPONSIBILITY OF 7HE PROPERTY • 1% DUMP5TER5 WITHOUT LID5 SHALL BE PLA W17HlN STRUCTURES OWNER AND FAILURE M PROPERLY INSTALL OR MAINTAIN 7NE BMPs MAY � I I -I I j — I I — III = 11I'o I I � ° n 12x12 NDK Wl7H IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO RESULT IN ENFORCEMENT ACTION BY 77e COUNTY OF 5AN DIEGO OR OTHERS. III - s — III — 1 I =I I1 = III =I II I I 1 6" PvC PIPE CATCH BASAL AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. If IN5TALLE0 BMPs FAIL, THEY MU5T BE REPAIRED OR REPLACED WITH AN 'r`T r III -1 11= = III =1 I I= III —III I I i }- ! .� �, R I OR EOUAL ACCEPTABLE ALTERNATE AS 50OV AS IT A5 SAFE TO DO 50. _! J -J1 III —III ! I �_ . _� MANY C0851 MAMRIAL5, MCLUDING SOLVENTS, WATER- _�I I1 =1 I I =1 I I —I I III -1 I I -11 I I I- _I I L = 1I I -1I I -111 I II -111 = III -1 I I� III I I I 3 ROCK f'1LEO 5 ENC45E P //OE /N CONCRETE UNDER d BASED PAINTS, VEHICLE FLUIDS, BRACEN ASPHALT AND BUT PRIOR TO 7 ¢. PERIMETER SEDIMENT CONTROL BMPs SHALL BE INSTALLED lMMEDlA7ELY AFTER I II I1 =T =I I III =If I =T = 1I I I I I III — III — III — I I1 = I I1 =� I I =III DETENT /ON BAS /N FILTER FABR /C OR/vEWAY (MIN 6" ENCASEMEMTJ COVCREM, WOOD, AND CLEARED VE6ETA77aV CAN BE RECYCLED. THE AREA TO BE GRADED 15 BRU5 -&V OR CLEARED, 77& III -1 I 1 =1 I 1 = 1(1 =� —I I 1 =1 I 1 =1 r -1 I I = 1 I 1 =1 I i- 1✓ 5' L=12' a -4 PROV /DE B" SANDY 50 /L COVER NON - RECYCLABLE IYA MR /AL5 MUST BE TAKEN TO AN START OF GRADING OPERATION5. A PER /METER "BMP" 110FECTlON 56ALL BE I =III I l f III III - III = III „ — ,III = „� I I = I I I. I I I i I I I ; ,III 1 APPROPRIATE LANDFILL OR 015 OF AS 842ARDOU5 WA57E 5CSEDULED AV 77'& FIRST DAY OF GRADING. FOR INFORMA77OV OV DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZAR00U5 WA57E H07ZINE TOLL FREE AT (BOO) 7144195. 5 ERO5101V CONTROL BMPS USED FOR 5LO°E 57ABILIZA776N 56ALL BE SECTI B - B FOR lNFORMA77aV ON LANDflLL5 AND TO ORDER OU1fP57ZR5 INSTALLED AS 5001 A5 THE FINI5HED SLOPES ARE COMPLETE SECTION A -A DETENTION /INFILTRATION BASIN Z CALL EDCO AT (76a) 4.v-4151 BIOFILTRATION GRASS LINED SWAL•E POLLUTANTS SHALL BE KEPT Off EXPOSED SURFAC°5. PLACE 6. PERIMETER BMP lNSPECmoly 15 REQUIRED OV THE FIRST DAY Of GRAD/Na NOT TO SCALE #07' TO .SCALE TRASH CANS AND RECYCLING RECEPTACLES AROUND 7HE SITE. V PORTABLE TOILETS MUST BE !N GOOD WORKING ORDER AND 7. 7HE FOLLOWING GENERAL 517E MANAGEMENT BMPs fOR EACH WASTE 5HALL 6 CHECKED rXEQUENTL Y FOR 1EAK5 CONTRACTOR 56ALL PROVIDE BE MAINTAINED ON 517E• 1. GarlGURmov of am MAY QE 5UGTIILY MODIFIED TI9 f/T � 59COVDARY CONTAINMENT AND LOCATE PORTABLE TOILETS MATERIALS MANAGEMENT HELD CGIY OY4 W N AWOY41 Of 60 10” Alzr 115 AWAY FROM 5TORMDRw INLETS CN PER v=5 SU,RFAcm MA)M45 XJWERYANO 5TO940E W 114Z44Ax/5 W,457E MANAGEMENT OR Z. rOR GRA55 or TURF Cfo77AM, INSTALL LANDLAC DRAI AND QpOFE V TRM 450 7URf REINFORCEMENT MAT. ALL CON517zUCTlCN DEBRIS -WALL BE KEPT AWA Y FROM THE 5” W451E MANAGEMENT � CGWCREIE W457E MANAGEMENT 10910 ti�� Q� B 57REE ARC+ o ESS /p� " A S BUILT W Q T, R, ND STRAW N. CONTRACTOR 1105 54N/TARY WA51E MANAGEMENT ROUT /NEE Y CHEa AND CLEAN UP MA7ERlAL THAT MA Y HAVE L 7URf RE/NFOPL m6 MA Y QE GNll77E0 i /T /5 A°IE0' mom. THAT TRA VMS AWAY FROM CON5TRUCTION SITE VELOOY G1" URA/NAG� BV 'i45 GRALL�D" �l t�/ /S h�IT E2C15/VE � � �� _ 7•/9 •Rio � � FOR MORE /NFORMA770W OV 5TORMWA7ER POLLUTION CONTROL nArE MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING * CMS � P * Exp 1/05 * RCEZ ExP.��! cp DEPAR7MENT, CITY Gf EAC/N /TA5 AT (760) 633 2770. 'QPQ/a.�F"' CIVI REVIEWED BY W .� INSPECTOR DATE Q Z ,2EV151ON5 APP,POVED DATE ,2EFf)efNCf5 DATE APPROVAL5 CITY Of 9'NCINITA5 PUBLIC W0,2K5 DE N PARTMENT DRAWING NO. j� D- DE5CRIPT /ON 1.7 OIG Engin a eying, Inc PLAN5 PREPARED UNDER 5UPERVI6I0N OF RECOMMENDED A V o GRADING PLAN FOR: 0 EF• 1'0 UNA�t D� 1 LOCATION 1611 -A SOUTH MELROSE DR. #285, VISTA, CA, 92083 DATE 1xA'OV,1op4- W W WVIZ RECORDED fPOM "'' (760) 945 -3150 J�t�<<✓'G s RCE• 22835 BYI "_ - _ BY, SINGLE FA/`AIL Y )2f51DfNCE 9042 -G ZZ Drawn By- �RTHUR C. L3EA,20 12/31/05 f l /2-3 / V Q- t11,4 V' O EXP. DATE DATEI // Z g DA ¢29 FUL 5T12 -ZT, A!%UNITA5, CA. SHEE r 2 OF 2 W M AA (p - (0 ELE UAT /ON DATUM D. ASNBAUGH JOB NO. GRA 100¢ GP