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2003-1400 G (Plans) I GRADING NOTES NOTlF7CAT7ONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION I� RELATIVE TO CONS TRUCTIONACTIVITTES 1 . THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% PARCEL 1 AND 2 OF CERTIFICATE OF COMPLIANCE CASE NO. 03-034 ®A/CDP 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (EXCLUDING ANY EXISTING MAN MADE SLOPES) . (SEE PBD 2003-37 DATED MAY 6, 2003 ON FILE IN THE PLANNING A D THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONCRETE WASHOUT BUILDING DEPARTMENT, CITY OF ENCINITAS) CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2 FT AND THE MAXIMUM CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 4 FT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: A.P.N.: 260-305-04,05 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3• A • ) AVERAGE DEPTH = VOLUME OF CUT (C. F. ) = 1 . 7 ' THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF CUT AREA OF CUT (S. F. ) SITE ADDRESS MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2. THE SOILS REPORT TITLED "SOIL REPOAT; PROPOSED RESIDENTIAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 2. 2 ' 1725 MACKINNON AVENUE BUILDING SITE; 1725 MACKINNON AVE" PREPARED BY SOIL RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONSTRUCTION SITE ACCESS OF FILL AREA OF FILL (S. F. CARDIF BY THE SEE, CA 92007 TESTERS DATED SEPTEMBER 17. 2003, SHALL BE CONSIDERED AS A CONTACT THE PRIOR TO EXCAVATION, F WING WN RS F SAID VERIFICATION AND PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES OWNER/PERMIT TEE ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I CONTAINED IN SAID REPORT. WORK: NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. Mike Conway A. SEWERS - ESD 633-2770 1725 MacKinnon Avenue 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF CONSTRUCTION VEHICLES OWNER'S CERTIFICATE Cardiff By the Sea. CA 92007 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633-2848. FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. THESE PLANS. ESTIMA TED EAR THWORK QUANTITIES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A GRADING. E. CABLE TV - COX (800) 422-4133 - DIG ALERT EROSION CONTROL 475 CUBIC YARDS EXCAVATION (CUT) REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 375 CUBIC YARDS EMBANKMENT (FILL) 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 100 CUBIC YARDS EXPORT (CUT) ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633-2770. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE THE IMPROVEMENTS. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. TRENCH VOLUMES OR ANY OVEREXCAVATION, IF 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR REQUIRED BY SITE CONDITIONS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE BENCH MARK WHICH IS DISTURBED_OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL . DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE AND STABILITY OF THE SITE. ARE CORRECT PRIOR T COMMENCEMENT OF WORK. OR A LICENSED LAND SURVEYOR. CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. EARTHWORK QUANTITIES ARE ESTIMATED FOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 9 PERMIT PURPOSES ONLY. (CALCULATED ON A SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER S CERTIFICATE REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 10 -2-2-- 03 THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL MIKE CONWAY FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, �05EVN C•S m y+A A REGISTERED CIVIL ENGINEER IN THE STATE OF OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS DATE DUE TO SHRINKAGE OR SWELL FACTORS) REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL UNNECESSARILY: THEY HELP DECREASE EROSION. REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DETERMINED. REFER TO SOILS REPORT FOR REMOVAL TEMPORARY VEGETATION MUST 8E PLANTED ON SLOPES OR WHERE CONSTRUCTION 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY AND RECOMPACTION DEPTHS. MILE OF A STRUCTURE FOP HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 9-'11-03 AND a-15-03 ONE COMPLETE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SHIELD AND BIND THE SOIL. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE GRADING ACTIVITIES ARE COMPLETE. PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INC RPORATED IN THE GRADING PLANS AND SPECIFICATIONS. GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. LEGEND SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN �� ADVANCE BY CALLING (760) 633-2770. SIGNED: ON-SITE CONSTRUCTION MATERIAL STORAGE Santa Fe Drive RCE NO. : ;-' 1&5'0 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE m S.D.A.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE., `1�3%Jr AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL �+ DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT 5 PROPERTY BOUNDARY ►7ITE - - CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER FOR ALL FUEL STORED ON-SITE. a SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SOIL TESTERS j PROPOSED SETBACKS - - - - CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING P. O. BOX 1195 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. n OPERATION. LAKESIDE CA, 92040 STOCKPILES MAY INCLUDE SOIL. PARING MATERIALS, ASPHALT CONCRETE. AGGREGATE ® PROPOSED CONTOURS 255 BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER (n C. o m 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 619-443-0060 FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED c `J EXISTING CONTOURS PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT : ?. am RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE BARRIER AROUND THE PERIMETER AT ALL TIMES. 3 girmin n PROPOSED CONTOURS USED WITHOUT ; PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 1400-G ADJACENT LOT GRADING APPROVAL w_......... HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SPECIAL FIRE NOTE TRAINING PROPOSED EASEMENT AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE - - - - DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES NEW SINGLE FAMILY DWELLING ON PARCEL 2 SHALL BE EQUIPPED CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF SUCH GRADING OPERATION. WITH A FIRE SPRINKLER SYSTEM. EXISTING SINGLE FAMILY ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS PROPOSED PAD -- ------- DWELLING SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM. STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES Pie 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED THIS SYSTEM FOR EXISTING SINGLE FAMILY DWELLING SHALL BE OWNER (BE AVAILABLE ND THE LPAIME CONTRACTOR MUST INFORM SUBCONTRACTORS RTY ' C+eS�eC EXISTING EDGE OF PAVEMENT SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS INSPECTED, TESTED, AND FINAOCC PRIOR TO A FINAL ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. nano AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL INSPECTION/CERTIFICATE OF OCCUPANCY BEING ISSUED FOR THE CENTERLINE - SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE NEW SINGLE FAMILY DWELLING ON PARCEL 2. WASTE MANAGEMENT SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 21 FILL SLOPE MAX. GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE SANDIEGUITO WATER DISTRICTNOTES PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 2.1 CUT SLOPE MAX. CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. VICINITY MAP #1148-B5 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 1. REVIEW OF THIS PLAN by SAN DIEGUITO WATER X TURIC $ �5 NOT TO SCALE - THEIR INTENDED USE: NO CONSTITUTE A REPRESENTATION AS T, THE C ��lq4 NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. EXISTING WATER MAIN -- u--- TH UULOCATION OF OR THE EXISTENCE UK NONE ISTEN BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED LIMITS OF TH g PROIILEICT PIPE OR STRUCTURE RITHIN THE STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOP LEAKS. EXISTING WATER MAIN _ _._.._____;- .. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 2 ALL EXISTING FACILITIES WHICH MAY AFFECT �E FINAL LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR PROPOSED SEWER SERVICE DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DEg IG�NI 1• E. LINE CROSSINGS, LINE PARALLELING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH STATEMENT OF ENGINEER OF WORK SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION PKOPOYED CO'N`NECTION SHAL g� pIEELLpp V F``��pp �'�� MATERIAL. PROP OSED WATER SERVICE W OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT EXISTING OR PROPOSED UTILITY CR05SLN GIiHIN .'171�F� THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OF PROPOSED WATER MAINS SHALL bE SHOWN IMP(g�p�yE A�7NVT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE INSTALLED. PLANS. ELECTRICAL AND SEWER 70 CROSS UNDER VYATER HIni5 VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK LIMITS OF GRADING W `� UNLESS 61VEN WRITTEN FER1'r\ISSION BY 5AN DIE6UIT0 VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND WATER DISTRICT. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR C FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY CUT/FILL LINE q SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 3. CONTRACTOR AN) OWNER AIDE RE SPONSIBLE TD RELOCATE. AND/OR WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF F MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE ADJUST TO 6R E ANY EY15TINO WATER FAG LITY CFIRE HYDRANT, AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL METERS, VALVES, VALVE BDXES, ETC.] WHICH 15 AFFECTED BY AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS PROPOSED RIP RAP ENERGY DISSIPATOR D-40 AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM THEIR PROTECT. ALL AFFECTED WATER FACILITIES. MUST MEET POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO CURRENT SAN DIED UITO WATER DISTRICT STAND AROS IF RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES DRAINAGE DIRECTION A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 FACILITIES DO NOT MEET STANDA&D5 7HEV-3 HALL-BE UPGRADED FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO TO CURRENT STANDARDS AT 7NE OWNERIS EXPENSE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT FOP LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF PROPOSED AC PAVED TRENCH ACCORDANCE WITH SPECIFICATIONS. A. UTILITIES TO MAINTAIN nNIIYWAI 6-FOOT SEPARATION WHEN LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE WORK PERFORMED BY THE ENGINEER, PARALLELINCG WATER SERVICES. SURFACES. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH S. MINIMUM NDIUZONTAL SEPARATION OF 10 FEET RIL&VIRED 6ETWEEN PROPOS ED DRIVEWAY APRON PER G-14 GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, , ff SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS FIRE WMANTS NM SAN mmwiTO GAS AND ELECTRIC VAULTS. AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL G.JG�__ fib /p��2/7j3 SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. BY' PROPOSED 4" DRAIN PIPE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY b• ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEVAU WAYNE P CO DATE' CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER AND ALL OTHER PARCEL THEY Y AK WATER ME1 S d1USef "NV • PROPOSED AREA DRAIN EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE FRONT OF THE PARCEL THEY ARE SEA,VING. OF. THE TOE CAND TOPSOFEALLHSLOPES SHALLEBEAROUNDEDOIND QPpFESSIpy BROW DITCH SEE DETAIL E12 ACCORDANCE WITH THE GRADING ORDINANCE. A. p ql �Q �� 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL RCE No. 29577 40 y Q 0 m HATCHED AREA REPRESENTS LANDSCAPED AREA 3 0 z FOR BEST MANAGEMENT PRACTICE NOT TO BE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 0 N0. 29577 r^ THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT PASCO ENGINEERING INC. ` Exp. 03/31/07 a MODIFIED WITHOUT PERMIT FROM THE CITY. HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 535 N. COAST HIGHWAY 101 FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF SOLANA BEACH CA, 92074 ® PROPOSEp N�ASoNRY RE7. WAIL DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND fTq CIVIC P (St>i PLAN FOR TYPE1w CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL . PE 1154 OFCA1ZF LANDSCAPING 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ENCINUASFIREPROTECTIONDIST. SAN DMOLIM WATERDISIMCT PARKS &RECREATION AS BUILT ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL WEY SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION R VIEWED BY: yV BY.' REV /� BY: �� , / � 2/ O S OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 0 LQ �0 u 63 w , 3 WI WF. PASCO 17ATE z DD T DATE: DAT : W RCE 29577 W BEATCED W p nK ® SCALE P G A BUILDING DESIGNED BY DRAWN BY CHECKED BY M »o REVISIONS APPROVED DATE REFERENCES DATE L.1\1.rllriLilt V PL b7 WJS SRJ WAP APPROVALS CITY OF ENCINITAS EN�arIl�TEERING DEPARTMENT DRA G NO. z m>Q c09 tv low emkN&C I: z o3 CAL TRAN5 3 INCH BRASS DISC GRADING PLAN FOP.PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR o emu=m CoAsTR.uc�r%oN CNANGcE MARKED "6D STA 11" LDCATED EVIE ED 13 . v �z= As v►LT 213. ON THE NbQfHEASTERLY SIDE 1)F THE QArzoNAL N/A � / DA �� v-3 BY:V eY: _ - 1 �GS 1Ylt`SC�ON A Y li1�1 Uri 14 O�V a o mo JN Q [ N INTERSTRTE 5 AND MCKINNbN AVENUE �D z:/n z R. C. E. ND. 29577 DATE: 10/Z 0 DATE: O 3 OVERPASS 13R1DC�E VERTICAL N/A D TE:%-vim AYNE PASCO /�D A.P.N. #260-305-05 EL= 7_31.661 (ASSUMED ELENA ON\ EXP. 3-31-07 WORK PROJECT NO. 03-148CDP & 03-149CDP SHEET