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2003-1388 G (Plans) WORK TO BE DONE s =WATER PO moll CONTROL am Ms GRADING RE ATivE TO CONSTRU AC WTIES A. GENERAL Q GRADING SOILS ENGINEER'S CERTIFICATE LEGEND Concrete Washout 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOiLS I, E , P•E6 / A REGISTERED CIVIL ENGINEER IN THE STATE OF *Contractor shell establish and use an adequately sized concrete Washout area to STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED SOIL ITEM STD. DWG. SYMBOL contain washout wastes on site. It.is illegal to s concrete, slurry, mortar, AREA STANDARDS OF THE CITY OF ENCINiTAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKF S AND MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE SOIL AREA REGIONAL STANDARD DRANNGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED CONDITIONS PREVALENT WITHIN THiS SITE WAS MADE BY ME OR UNDER MY stucco, plaster and the like into the stormwater conveyance system or any THEREFROM SHALL BE APPROVED BY THE CiTY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON DIRECTION BETWEEN THE DATES MAY Z AND .l4ME eA 4663 ONE PARCEL BOUNDARY receiving water. Contractor shall post a sign designating the washout location. REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY - - - - - - AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. UMITS OF GRADING .................... Construction Site Access 2. THE SOILS REPORT TITLED PREUMiNARY SOILS INVESTIGATION FOR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' PROPOSED WRIGHT RESIDENCE PREPARED BY N.C. COMPACTION ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN EXISTING CONTOUR ........... ............................... * A stabilized construction site access shall be provided for vshldes egress and ENGINEERING DATED 06 -03-03 (JOB No. CE -6919) SHALL BE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. ingress to prevent tracking dirt off ska This shots CONSIDERED AS A PART OF THIS GRADING PLAN Include using material such as ALL GRADING PROPOSED CONTOUR ........ ............................... . gravel and/or corrug steel anela later. SHALL BE DONE IN ACCORDANCE PITH THE RECOMMENDATIONS AND 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 390 / g P /P SPECIFICATIONS CONTAINED IN SAID REPORT. PROVIDE POSITIVE DRAINAGE AND PREVENT PONDiNG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SIGNED: DATE ��C• C GRAVEL BAGS ................. ............................... . Construction Vehicles 3, APPROVAL OF THiS PLAN DOES NOT CONS'TiTUTE APPROVAL OF SIZES, TD FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO o vn 10 SILT FENCE • • • • • • • • • • • • • • • • • • • ......... ...................... AND D TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS • A specific area away from gutters and stormdroin shall be designated for WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RCS NO.: EXP. DATE GRASS - LINED BUMP DITCH . ............................... j construction vehicles parking, vehicle refueling, and routine equipment maintenance. FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT INSTALLED. �; z LAJ All major rep airs shall be mode off - site. PLANS. 3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL P.O. COUNTY COMPACTION ENGINEERING * Exp. 0305 � PROPOSED PAVEMENT ........ ............................... ••• P.O. BOX 302002 �r Erosion Control 4. WRITTEN ON SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL ESCONDiDO, CA 92030 JA,& owty VEGETABLE MATTER AND OBJECTiONABLE MATERIAL SHALL BE REMOVED BY THE 760 -480 -1116 � p RIP -RAP ENERGY DiSSiPATOR ...........D- 40........... 5, CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. of CA0' * Erosion control must be fbr all erosive surfaces. ga ped surfaces JOB No. GE -6919 W a g P� GIP PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM especially shall be protected against DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF SLOPE STABiUZATIO N ......... ............................... W W erosion by Installing erosion resistant surfaces such as EXISTING PRIOR TO GRADING. 6' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE erosion control mats, adequate ground cover vegetation, CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE STABiUZED CONSTRUCTION ENTRANCE ................... ; • and bonded fiber matrix. S. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH FILL IN STRICT ACCORDANCE WITH SPECIFlCATIONNS. MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND STATEMENT OF ENGINEER OF WORK * No excavation and grading activities are allowed during REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE KEYSTONE WALL ............. ............................... wet weather. M PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND 6 AREA DRAIN ,, INCLUDING SHORING, PRACTICES OF THE ENGINEER'S TRADE or PROFESSION. THE ENGINEER FURTHER .............. ................... ............ • • Diversion dikes shah be constructed to channel runoff around the construction DEVICES AND SHALL BE RESPONSIBLE FOR CONFORMING AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH « tact channels a g ainst erosion us permanent and TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 4 ABS or PVC DRAIN PIPE .............................. site. Contractor shall - - -� Pro a9 9 P AND REGULATIONS. EXCAVATION OR EMBANKMENT SLOPES YIiICH ARE LIABLE TO BECOME LOOSENED THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE temporary erosion control measures. SHALL BE REMOVED AND DISPOSED CIF. THE TOE AND TOP OF ALL SLOPES ENGINEER AGREES THAT ANY PLAN CHECK or REVIEW PERFORMED BY THE 8. GRADING AND EQUIPMENT OPERATING WITHIN CONE -HALF (1/2) MILE OF SHALL. BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CITY OF ENCINITAS IN ITS CAPACITY AS A PUBUC ENTITY FOR THE PLANS • Remove existing vegetation only when absolutely A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF necessary. Large projects shall be conducted In phoses to avoid unnecessary THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTiONABLE MATERIAL SHALL ENCINITAS OF THE TECHNICAL SUFFICIENCY or ADEQUACY OF THE PLANS or removal of the natural ground cover. AND CITY RECOGNIZED HOLIDAYS BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SiTE BY THE DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO Do not remove trees or shrubs unneoesq y, they help decrease erosion CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, NOTE: 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE or BODILY INJURY ARISING • Temporary vegetation must be planted on slopes or where construction Is not HAS BEEN HELD ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER SOLELY FROM THE t4EGUGENT ACTS, ERRORS, or OMISSIONS OF THE ENGINEER THIS LOT WAS PREVIOUSLY CLEARED PURSUANT M QTY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,GRADING CONTRACTOR AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL AND HIS/HER A or EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE AGREEMENTS WITH LOCAL ENVIRONMENT AGENCIES � immediately planned for erosion control purposes. Erosion shill be prevented by p PERMITTEE THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF SUCH AGEN AND YMENT AND ARISING OUT OF THE WORK PER CITY OF ENCINITAS DWG. No. 7134 -G. planting fort- growing annul and perennial grasses to shield and bind the soil. AND AT LEAST 48 HOURS IN ADVANCE BY CALUNG (760) 633 -2770. D. LANDSCAPING PERFORMED 8 THE ENGIN * Plant permanent vegetation as soon as pass to, once excavation and grading 10. PRIOR TD HAULING DIRT OR CONSTRUCTION MATERIALS T'0 ANY activities are complete. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH SIGNED: DATE: SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE DOUGLAS OGAN * Water usage for dust control shall be minimized. PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE IRRIGATION STANDARDS. es aFESSi o HAULING OPERATION. RCE NO.: 39726 +�° F. t� fSOd' Z FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES h'" $ SITE eep W c LANE _ I - e Constructi Material Storage LOGIN ENGINEERING « 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED 1EGAN n BETWEEN OCTOBER 1 AND APRIL 15. 132 N. EL GAMING REAL, SUITE N * Stored materials shall be contained in a secure place to prevent sage and BUT PRIOR 70 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, ENCI NITAS, CA. 92024 " Ew »�/be " DUSTY TRAIL * * I spillage. Contractor shall store these product where they w� AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING stay dry out of the (760) 510 -3152 UNDER PERMIT NO. 1388 -G HAS BEEN PERFORMED IN SUBSTANTIAL rain. Contractor shall provide secondary containment for d CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE of Cr►t� � l fuel stored on -ace. E. EROSION CONTROL ' f ' 11 [�� � HILL • Eliminate or reduce tion of stormwater from s ke on -site. ATTACHED SIG GRADED F LJW. THIS STATEMENT SHALL BE FOLLOWED BY THE 1. T P� odcp ep DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCIi GRADING IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM WRIGHT AT N � � Stockpiles may include sol, paring materials, asphalt concrete, aggregate base, OPERATION. (760) 436 - 1423. (24 hour No.) , u7 etc. Stockpiies shall be located away from concentrated stormwater flaws and 2 EQUIPMENT AND WORKERS FOR E MERGEN CY wolaG SHALL BE MADE OWNER'S C ERT IFICATE stormdrafi inlets. Stodkples shall be covered or protected with soli stabilization M measures and provided with a temporary sediment barrier around the perimeter at B- NOTIFICATIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SiTE AT CONVENIENT LOCATIONS TO O all times. FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES *IEN RAIN IS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST �)[ / �/ Nf� /l� A u7 N 1. THE EXISTENCE AND LOCAliON OF UNDERGROUND UTILITY PIPES AND HAS BEEN OR WALL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EMINENT. Training AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE l PL N * EXISTING U71UTIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE 3. DEVICES SHOWN ON MANS SHALL NOT BE MOVED OR MODIFIED NTH OUT THE Oa Contractors employees who perform construction in the City of Encinitas shall CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO APPROVAL OF THE ENGINEERING INSPECTOR. ROAD be trained to be familiar with the City of Encinitas stormwater pollution control PROTECT ANY EXISTING UTIU71ES OR STRUCTURES LOCATED AT THE WORT( SIGN ED; requirements. These BMP notes shall be available to everyone working on site. The SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY M CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO DATE: / Z - - fl 3 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TD ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH THOMAS WRIGHT property owner(s) and the prime contractor must inform subcontractors about • stormwater requirements and their own responsibilities. EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL �Gal1/E H� FARMS OA NOTIFICATION OF COMMENCEMENT OF WORK. SIGNED: DATE: 1 0 1 - 9 -03 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL DEBORAH WRIGHT • . Z Waste Management 8 9 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED * A. SEWERS - (760) 753 -0155 - LC.W.D. GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. p CAMWO O Z Contr shall be responsble for properly disposing of all waste and unused NOR7r Z W construction materials. Dumping of unused or waste products an the ground B. GAS & ELECTRIC - (coo) 227 -2600 - SDG&E. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY OWNE S PERMITTEE: SITE LOCATION where water can carry them into the conveyance system is strictly prohibited. PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED W C. WATER - (760) 753 -6466 - O.M.W.D. WATERS CREATE A HAZARDOUS CONDITION. THOMAS elk DEBORAH WRIGHT Ae� 264 - 222 - 07 Z Z * No seepage from dumpstero shall be discharged into D. TELEPHONE - (800) 227 -2600 -PACIFIC BELL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 7986 LOS PONDS CIRCLE O CARLSBAD, CA 92009 VACANT LOT AT NORTHEAST CORNER stormwater. Berms /dikes aholl be placed around dumpsters � _ � to divert the natural storm runoff. Dumpstem shall be checked frequently for SHALL BE INCORPORATED HEREON. 760- 436 -1423 OF MEGAN LANE, & DUSTY TRAIL Q Gn leaks. Dumpster lids shall remain dosed at all times. Dumpsters without lids shat E CABLE TV - (800) 227 - 2600 - DANIELS CABLE. & GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE be placed within structures with impervious roofing or covered with tarps in order FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY LEGAL DESCRIPTION: to avoid rain contact with any trash material. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS ROgO VTA FE VICINITY MAP PRIOR TWO BEGINNING ANY WORK ON THIS PROJECT. NONE-.(7150) 633 -2770. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT PARCEL 4 OF P.M. 14459. O * Many construction materials, Inducting solvents, water - based paints, vehicle THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY Z 0 fluids, broken ospholt and concrete, wood, and cleared vegetation can be recycled. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL � TB PG, NO SCALE 83 W Z Non - recyclable materials must be taken to an appropriate landfill or disposed of INSPECTION. PHONE' ( 760) 633 -2770. ALL WORK PERFORMED WITHOUT BE REMOVED AFTER EACH RAINFALL W as hazardous waste. For Information on disposal of hazardous material, call the BENEFIT OF INSPECTION WILL 8E SUBJECT TO REJECTION AND Z Hazardous Waste Hotline toll free at (800) 714 -1195. For information on landfills REMOVAL' 10. SHOULD GERMINATION OF HYDRA SLOPES FAIL TO PROVIDE and to order alum stem colt EDCO at 760 436- 4151. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO * EARTHWORK Z Ed P ( ) NOVEMBER 15th THE SLOPES SHALL BE STABIUZED WITH PUNCHED STRAW • Civil Engineering W • Pollutants shalt be kept off exp osed surfaces. Place trash cans and recycl INSTALLED IN ACCORDANCE WITH SEC11O N 35.023 OF THE EROSION AND CUT = • Land Plannin Z receptacles around the site. g ENVIROMfHTAL DATA CON SERVATION. OL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF 750 f C.Y. FILL = 1.450 t C.Y. IMPORT = 700 f C.Y. •Structural g N . Surveying I W) * J * £ARTHi1tW OiU ANAAES kW CALCULATED AN A Ma?FWAL BASS ' AND Portable toilets must be In good working order and checked frequently for Isaks. Contractor shall provide sec dory containment and locate portable toilets away 1 STEEPEST EXISTING NATURAL SLOPE ON - SITE = 20x AR1E UAUZFD FGYP PE7PA//T AND QVNNi�ON/A/FNTAL PURPOSES ONLY ACTUAL on ) �S - 'gU Ilf� 132 N. El Camino Real, Suite N • Encinitas, CA 92024 0 from stormdrain Inlets on pervious surfaces. © OUANY7TIES MAY VARY DUE 70 UNFORESEEN LOSSES, WRIAWAOF AAVlt7R Phone 760 - 510 -3152 Fax 760 - 510 -3153 LLJ P 2) MAXIMUM VERTICAL DEPTH OF CUT = 5.0' SHEUkiK; FAC70RS Q * All construction debris shall be kept away from the street, gutter, and 3) MAXIMUM VERTICAL DEPTH OF FiLL = 7.1Y Z stormdrain. Contractor must routinely check _ L ANENHAN WflWAL WATER DO I FiCT 8410 WAS FM DEPAMMENT LEllCADIA OOUNTY WATER DISTRICT and dean up material that may have traveled away from construction site 4) AVERAGE DEPTH OF CUT - 750 x 27 + 14500 = 1.4' Stormwater Pollution Control EIMP Notes 90& �. 6 ,,( • • Relative to Construction Activities 5) AVERAGE DEPTH OF FILL = 1450 x 27 + 19,200 = 2.0' �q'1 �k'f� f RcEZtS/y � O W /Z. 1/, 03 2- 7 -03 L w_0 l�sA ►a,- z 3 Z w F11.E NAME WWfot- gh".dwg AP 8Y DATE APPRO BY DATE APPROVED BY DA PLAT DATE: 12 -03-03 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PL.ANi440 alt BIJ��INCC� VALE CITY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. Z Q s Z 7 INVERT GAF M.H. #19 PER BROWN- DArffELS P PRE ABED UNDER SUPERVISIO OF RECOM ENDE APR D GRADING &EROSION CONTROL PLAN FOR Nt � LOT 7 NoText NoText