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2009-10352 G (Plans) WORK TO } fNE RIGHT OF WAY NOTE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE STORMWATER POLLUTION CONTROL BMP NOTES PYMI� I DEPT AT S PECIFICATIONS. ALL VEGETABLE MATTER AND RELATIVE TO CONSTRUCTION ACTIVITIES THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT OWNER: OWNER IS TO OBTAIN A CONSTRUC PERMIT FROM THE ENGINEERING D PLACED IN ACCORDANCE WITH STANDARD S E r THE TIME OF CONSTRUCTIO AS DIRECTED LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE FOLLOWING DOCUMENTS, CURRENT A 1457 SUMMIT AVENUE NGRETE WASHOUT BY THE CITY ENGINEER. SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE KNOW THE LOCATION OF THE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED CARDIFF B THE SEA, T 92007 OSED SOILS SHALL BE SCARIFIED FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 1. THIS SET OF PLANS CELL PH. M1TCH ROBERTS: (619) 520 -3412 PROPERTY LINES. TO A DEPTH OF 6 INCHES AND COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, COMPACT THE FILL IN STRICT CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE AND THE SAN DIEGO SPECIAL PROVISIONS. PROJECT A.P.N. 260- 081 -2 UTILITY NOTE ACCORDANCE WITH THE SPECIFICATIONS. STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. BY THE CITY OF ENCINITAS STANDARDS. PROJECT ADDRESS: 1 NCI SUMMIT AVENUE (I 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH 4. THE SDW STANDARDS AND SPECIFICATIONS FOR WATER. ENCINITAS, CA 92007 ALL U AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE CONSTRUCTION SITE ACCESS 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED FEBRUARY 15, DRAINAGE NOTE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR PROJECT SOILS ENGINEERING DESIGN GROUP 2007 AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTER MATTER EXPOSED OR TRA CKING DIRT OFF SITE. THIS ' 2121 MONTIEL RAOD NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES, EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE VEHICLES EGRESS AND INGRESS S UCH AS GROVVEL EL A A PREVENT 1 ND /OR CORRUGATED STEEL NOTE WORK AUTHORIZED BY THESE PLANS UMf1ED in GRADING AND STORM DRAIN ONLY SAN MARCOS, CA 92069 WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FT AT 2 PERCENT REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN SHALL INCLUDE USING MATERIAL S: AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. ACCORDANCE WITH THE GRADING ORDINANCE. PANELS /PLATES. S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING, UNLESS OTHERWISE NOTED PHONE: (760) 839 -7302 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS SHALL BE COLLECTED, CONSTRUCTION VEHICLES ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY PROJECT CML ENGINEERING DESIGN GROUP A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED A. GENERAL PILLED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE 4 AC PAVING 4250 SF ENGINEER: 1 2121 MONTIEL ROAD vvv AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. O SAN MARCOS, CALIFORNIA 92069 UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE GRAVEL DRIVE ° _ +' 5 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL O2 r 1000 SF (760) 839 -7302 PHONE ®\ 5f SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION EROSION CONTROL Q3 CMU RETAINING WALL SDRSD C -i & C -5 �� 1000 SF (760) 480 -7477 FAX Q�J w STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. 5" CONCRETE PATIO 2800 SF STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY ® BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. D. EROSION CONTROL INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 5 4 DIA AREA DRAIN NOS BOX OR EQUIV. ® 4 EA SOILS ENGINEER'S CERTIFICATE Z THE SOILS REPORT TITLED LIMITED GEOTECHNI -AL INVESTIGATION AND EVALUATION I ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 3 E2 S ILT FENCE SC -1, DE THESE GRADING PLANS AND CERTIFY THAT 4 DRAIN PIPE SOR -35 6 = _ _ = 60 LF DI FOR THE NEW ROBERTS RESIDENCE PREPARED BY ENGINEERING DESIGN GROUP, 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT (61 520 -3412 (MATCH ROBERTS) 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET I, STEVE NO T A REGISTERED CIVIL ENGINEER IN THE STATE EN CALIFORNIA DATED FEBRUARY 22, 2007, SHALL BE CONSIDERED AS A PART OF GRADING PLAN. AT PHONE No., 24 HOURS A DAY. WEATHER. 7 4' D EE AGE PIT k l 1 Eq PRACTICING IN THE ENGINEERING DISCIPLINE OF GEOTECHNICAL ENGINEERING; ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND HEREBY CERTIFY THAT A GEOTECHNICAL EVALUATION OF THE SOIL CONDITIONS SPECIFICATIONS CONTAINED !N SAID REPORT. TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST 4 1 8 �i DET A� SHEET-1 - �r PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. 9 18 x18 DRAIN INLET NOS BOX OR EQUNALEN ® i EA DURING A REPORT COMP INVESTIGATION. ONE COMPLETE COPY OF THE ORIGINAL AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN THE STREET SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE O SOILS RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT TURF BLOCK PAVING 2007 HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. REPORT COMPILED BY ENGINEERING DESIGN GROUP, DATED FEBRUARY 15, w RIGHT -O OF D . SEPARATE APPROVALS AND PERMITS ENT THESE SHALL T . PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL 10 835 SF REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS FURTHERMORE, 1 HAVE REVI D 0 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. APPROVAL OF THE ENGINEER INSPECTOR. UNNECESSARILY, THEY HELP DECREASE EROSION. 1© CONCRETE DRIVEWAY SDRSD G -14 B 265 SF THE RECOMMENDATIONS INCLU ED IN THE ORIGINAL SOILS REPORT FOR THIS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE PROJECT HAVE BEEN INCOR ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY EROSION SHALL BE PREVENTED RATED IN THE GRADING PLANS AND 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. E1 GRAVEL BAGS SC- 6 /SC -8, D 1 1SHT 3 ® 100 EA SPECIFICATIONS. 8 TED BY PLANTING FAST - GROWING ANNUAL AND �' e, DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO BE REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. r 2/ SHT. -- E�° 760 LF o GRADING. Fess� UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. SIGNED: Qeo oMq TI O AOILIZO CONSTRUCTO 370 SF TEVEN NORRIS � Nr✓ � F c WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. E3 NTRANCE TC -1, DEr 3/ SHE 3 S S o A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. HAZARDOUS CONDITION. GE N0.: 2390 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN ON -SITE CONSTRUCTION MATERIAL STORAGE NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL Exp i - �� zsso 8 INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, SHALL BE INCORPORATED HEREON. 1. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE QUANTITIES FOR BIDDING PURPOSES ONLY. STATE,'ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE EXP. DATE: 12 # 8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE -HALF (112) MILE OF A STRUCTURE OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL SAN DIEGUITO WATER DISTRICT NOTES ENG INEERI NEERING DESIGN GROUP m $ FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE 2121 MONTIEL ROAD j + �FOTECHNICP� t` CL AND 7:30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A SAN MARCOS, CA 92069 rf OF CAI%F OQ ° 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR PHONE: (760) 839 -7302 m RAINFALL. BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF ER I THE TOR, CI DE 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES THIS PROJECT. ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND P COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND Z ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE STATEMENT OF ENGINEER OF WORK i MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST E HOURS IN ADVANCE BY } SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTI PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ON PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR ALL TIMES. PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE 3 5 . 023 CALLING (160) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CALIFO OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF "' CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND CALIFO DEPARTMENT OF CONSERVATION. �Q SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND A RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PRACTICES OF THE ENGINEER'S TRADE THE ENGINEER 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE FURTHER AGREES THAT THE WORK PERFOFO PROFESSION. HEREIN SHALL BE IN w DEVELOPER SHALL COMPLY WITN ALL CONDITIONS AND REQUIREMENTS THE CITY E. HYDRO -SF_ED ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW ° 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL TO BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY PERFORMED BY THE ENGINEER U NOT A DETERMINATION BY THE CITI OF oc TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED VERTICAL) OR STEEPER WHEN THEY ARE: THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR w CERTIFICATE SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT No. 10352 -G A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPAIRATON WHEN PARALLELING WATER SERVICES. DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED a PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN „ . THIS STATEMENT SHALL BE DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY WASTE MANAGEMENT SAN DIEGO GAS AND ELECTRIC VAULTS. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE w FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES ENGINEER. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS, SUCH GRADING OPERATION. it 3. THE GROWTH OF THE HYDROSEEDED GROWTH. WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND 9 B. NOTIFICATIONS A. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. EARTHWORK EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER. a. 20 LBS. PER ACRE OF ROSE CLOVER BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL 8 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES b. 20 LBS. PER ACRE OF ZORRO FESCUE STORM RUNOFF DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. CUT 300 CY IMPERVIOUS SURFACE: 12,200 SF ERIN RIST SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT ENGINEERING DESIGN GROUP THE BEST OF OUR KNOWLEDGE UTILITIES EXCEPT AS SHOWN d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA FILL 660 CY AREA OF GRADING: 17.150 SF NOWLEDGE THERE ARE NO EXIS m LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 2121 MONTEL ROAD aa. ON THESE PLANS, HOWEVER: e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH EXPORT 0 CY AVG. DEPTH OF FILL: 4 fl e ROFESS p THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT MEASURES TO SAN MARCOS CA 92069 ° Nq� ° f. 1/2 LB. PER ACRE OF DIMORPHOLECA MATERIAL. IMPORT 360 CY AVG. DEPTH OF CUT: 2.5 FT (760) 839 -73, 02 E. z R /SrFm�y ° PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER - BASED WOOD AND REMOVAL & 740 CY ° T1 THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL BROKEN ASPHALT AND CONCRETE TS VEHICLE FLUIDS PAIN RECOMPACTION W UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION STRUCTURES. CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BY: : 6512 No. Exp. 09//30/30/2011 2 a OF UTILITIES AND NO OF COMMENCEMENT OF WORK. h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS N0. AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE a " DATE: A. SEWER - CARDIFF SANITATION DISTRICT (760) 633 -2770 i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSIIE IN NOPENED CONTAINERS HAZARD WA STE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION Ind" ' 2 . � r WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED ON LANDFILLS AND TO ORDER DUMPSTERS CALL AT (760) 436 - 4151. 09 -30 -2011 s +TS p F p n \ F °� w B. GAS & ELECTRIC - (SDG &E) (800) 422 -4133 \p C. WATER - (SAN DIEGUITO WATER DISTRICT) (760) 633 -2709 TO, OR PRINTED ON SAID CONTAINERS. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS ° , < 5mt EXP. DATE: D. TELEPHONE - (ATT) (800) 222 -0300 j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE AND RECYCLING RECEPTACLES AROUND THE SITE E CABLE TV - (DIMENSION CABLE) (800) 422 -4133 DISCRETION OF THE CONTRACTOR. 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED Z 2. CONTRACTOR SMALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY , M rtwt Fe OWNERS CERTIFICATE BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS '^ NoText NoText NoText