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2009-10360 G (Plans) GRADING NOTES STORMWATER POLL ON CONTROL GROUND COVER EGETATION, AND BONDED FIBER MATRIX. B :BNP NOTES RELATIVE TOCOMTRUCTION 1. ALL ORK SHAL B DONE IN ESE PLANS, W ACTIMIES THE STANDA DL SPECIFICATIONS FOR PUBLIC WORKS ESTABLISHED AND CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE "ENC-41, L.S. 7322 CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONCRETE WASHOUT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE REQUEST FOR INSPECTION. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO NORTHBOUND HWY 101, WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 2. THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER, INVESTIGATION AND GEOLOGICAL RECONNAISSANCE: SANCHEZ CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. RESIDENCE-AD,5ITj!2NS.. 1229 SAN ELIJO AVENUE CARDIFF CA _ - SHALL BE CONSIDERED AS A CONSTRUCTION SITE ACCESS PART OF THIS G ADING PLAN. ALL GRADING SHALL BE DONE IN THE RECOMMENDATIONS AND SPECIFICATIONS A STABILIZED CONSTRUCTION SITE ACCESS SNNALL BE PROVIDE FOR VEHICLES ACCORDANCE NTH EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I CONTAINED IN SAID REPORT. NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF PANELS/PLATES. SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF BE N ABY DFAST-EROSION CONTROL IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE C°NSTR C IQ_i`.). V,f .HICLES APPROVALS AD PERMITS FOR THESE SHALL BE REQUIRED IN 9. CONJUNCTION WITH IMPROVEMENT PLANS. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED STEVEN . JONES DATE FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. GRADING. GRADING ACTIVITIES ARE COMPLETE. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRE EROSION CONTROL TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. DESTROYED SHALL BE REPLACED OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED ANYTHING DAMAGED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE 1 ' i I i 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6.5 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1.5 FT 3. A.) AVERAGE OF CpTPTH = FUME O_ C JL�� _ A16�,E7A40 CC.tF..0/�5,62(OSS.F. = 3.0 FT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR GROUND COVER EGETATION, AND BONDED FIBER MATRIX. istfflUkimpim BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REPLACED BY A REGISTERED CIVIL ENGINEER NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. � ESTABLISHED AND BRASS DISC STAMPED "ENC-41, L.S. 7322 OR A LICENSED LAND SURVEYOR. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONSTRUCTION PERMANENT SIE. ONTRAC TEMPORARY EROSION PRTECT CHANNELS AGAINST EROSION USING MEASURES. PROPOSED 4" -6" PVC STORM DRAIN - SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE NORTHBOUND HWY 101, RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND HEALTH STANDARDS, LAWS AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE FEDERAL SAFETY AND PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL FEET WEST OF THE REGULATIONS. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) UNNECESSARILY; THEY HELP DECREASE EROSION. THE WORK PERFORMED BY THE ENGINEER. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOOT BE OF 5:30 P.M. AND 7: 30 A.M. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION ,� EAT �T CONDUCTED BETWEEN THE HOURS ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. BE N ABY DFAST-EROSION CONTROL E-tr NOR PREVENTED PLANTING GROWIING ANNUAL AND P4 RENNIALR©RIOASSESATO 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SHIELD AND BIND THE SOIL. STEVEN . JONES DATE MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND PRESENT: GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING GRADING ACTIVITIES ARE COMPLETE. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ON-SITE CONSTRUCTION MATERIAL STORAGE PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE RECEIVE APPROVAL FROM HE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE DEVELOPER SHALL SUBMIT TO AND CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL T THE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT SHALL COMPLY WITH ALL D IONS AND REQUIREMENTS E STAY DRY FUEL STORED ON-SITE. THAULING CITY ENGINEER MAY IMPOSE W H D 0 E OPERATION. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL AS-GRADED CERTIFICATION HALL BE FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED RELEASE OF SECURITY AND PROVIDED STATING: 'THE GRADING UNDER PERMIT ­­360-G G _ WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BARRIER AROUND THE PERIMETER AT ALL TIMES. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE TRAINING DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT PLACEMENT AND COMPACTION OF FILLS SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY AND TEST THE EXCAVATION AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WASTE MANAGEMENT TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT EMBANKMENTS AND EXCAVATIONS WERE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE IN HIS OPINION, ALL CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE GROUND, WHERE CARRY THEM INTO THE AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PRODUCTS ONSTHE LY PROHIBITED. THEIR INTENDED USE. 13. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING CONTROL SURFACE WATER AND AVOID STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. OF WATER. HE SHALL DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD MATTER AND OBJECTIONABLE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR SPECIFICATIONS. ALL VEGETABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS HOTLINE TOLL FEE T (800)7114 1( 95. FOR INFORMATION ON LANDFILLS SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WASTE AND O DIVER AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO MINIMUM OF 90 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND A DEPTH OF 12 INCHES AND THEN COMPACTED TO A SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RECYCLING RECEPTACLES AROUND THE SITE. PERCENT. IT PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ACCORDANCE WITH SPECIFICATIONS. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SURFACES. SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS BY THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ALL STONES, ROOTS AND OTHER WASTE MATTER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. T CONDITION. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE A$_��/% FREE FROM UNSIGHTLY DEBRIS, APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 51€rN A• IJomt3 000 LANDSCAMG (t.L.�. 65l Z`J fX10 9-3a-Z3 1 ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE SHALL $ WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS APO 1 1>M q L wQ CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND a e..I t lY vE VAT ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. pPL !p ul: REVIVE ED BY: 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL PZ1.4hMMAlf SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 9-LiU1LT5 - � -jp DATE: REVISIONS APPROVED DATE EXISTING 8" A/C WATER MAIN _ ___,, _ REFERENCES DATE istfflUkimpim w.cJ3 • _ -'�_ <__ - I � + - 1�y BRASS DISC STAMPED "ENC-41, L.S. 7322 REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR PROPOSED 6" AREA REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY IN A TURNOUT ON THE EAST SIDE OF HORIZQNAL N/A PROPOSED 4" -6" PVC STORM DRAIN - ENCINITAS OF THE TECHNICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, NORTHBOUND HWY 101, 0.5 MILES NORTH OF - OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES CHESTERFIELD AND 10 FEET WEST OF THE °P� �•Y'».�•� ;tAe 1075110 ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING #WOT w11NavT NORTH END OF THE GUARD RAIL VERTICAL _N/A DR 10 Df N �ttQrr ''i� THE WORK PERFORMED BY THE ENGINEER. fPRoP -1 ENT ,� EAT �T B.) AVERAGE OF FILL DEPTH = VOLUME 0( FILL (C.F,) 540 C.F./488 S.F. = 1.1 FT REVIEWED BY� AT VICIN= m" NOT TO SCALE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - ESD (760) 633-2770 B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT C. WATER - SDWD (760) 633-2709 D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT E. CABLE TV - COX (800) 422-4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. IrTsupla � . DEBORA SANCHEZ DATE �AEVIEWED Y 4 • t' SAN DIEGIM WATM DLSMCr NOTES 1. REVIEW- OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN IN IMPROVEMENT PLANS. ELECTRICAL ABD SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VAVLES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN 5-FOOT SEPERATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANT AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6, ALL WATER SERVICES TO BE CONTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. SOILS ENGINEER'S CERTIFICATE - JAIME A^GERROS --_ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DIRECTION PREVALENT WAAND _ OR UNDER MY COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO TH 0 FIC OF THE CITY ENGINEER, ALONG WITH UPDATE LETTER DATED JJlk� FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCO_RR4RqATED IN THE GRADING PLANS AND SP,FgQCATIONS. SIGNED: __ - ----------- 'pLD£E5�1C,�y RCE NO.: 34422 G.E. 2007 ��' � j� ,