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2009-10195 G (Plans)
A. GENERAL WORK TO BE DONE PROJECT DATA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE 4• CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 5. HYDRO- SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL R PUBLIC WORKS CONSTRUCTION, THE DESIGN TO PRODUCE SMOOTH AND UNIFORM CROSS SECTIONS. THE SLOPES OF THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO- SEEDING IS THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WNER: CONSTRUCTION STANDARDS O THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED PROJECT O BITING AND DAWN BUECHLER 2419 OXFORD AVENUE AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT RELEASED. BY THE CITY ENGINEER. AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTER MATTER CARDIFF, CA 92007 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR 1. THIS SET OF PLANS EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO CELL PH. BITING BUECHLER: (760) 473 -8039 INSPECTION. BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND STORMWATER POLLUTION CONTROL BMP NOTES 2. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE RELATIVE TO CONSTRUCTION ACTIVITIES AND THE SAN DIEGO SPECIAL PROVISIONS. PROJECT A.P.N. 260 - 352 -23 RECOMMENDAYIONS FOR PROPOSED NEW DUPLEX" PREPARED BY ENGINEERING GRADING ORDINANCE. 3. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED DESIGN REVIEW/ CASE NO. 07 -135 DR/CDP; APPROVED DESIGN GROUP, DATED SEPTEMBER 29, 2008, SHALL BE CONSIDERED AS A BY THE CITY OF ENCINITAS STANDARDS. COASTAL DEVELPMENT PERMIT. AS PER PC RESO. 2008 -32 PART OF GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIALS CONCRETE WASHOUT 4 . THE SDW STANDARDS AND SPECIFICATIONS FOR WATER. THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SHALL BE COLLECTED, PILLED OR OTHERWISE DISPOSED OF OFF THE SITE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 5. SOILS REPORT PREPARED BY ENGINEERING DESIGN GROUP, DATED NOVEMBER 25, PROJECT ADDRESS: 1947 & 1949 MANCHESTER AVENUE BY THE CONTRACTOR SO AS TO LEAVE AREAS THAT HAVE BEEN CLEARED WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH 2003. CARDIFF, CA 92007 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR NOTE WORK AUTHORIZED BY THESE PLANS LIMITED TO GRADING AND STORM DRAIN ONLY PROJECT SOILS ENGINEERING DESIGN GROUP THE STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. S.D.R.S.D. - SAN DIEGO REGIONAL STD. DRAWING; UNLESS OTHERWISE NOTED ENGINEER: 2121 MONTIEL RAOD SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SUCH MATERIAL. SAN MARCOS, CA 92069 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. CONSTRUCTION SITE ACCESS ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY D. EROSION CONTROL ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR PHONE. (760) 839 -7302 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRUNO BEUCHLER AT PHONE No. VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS 1 4" D14 AREA DRAIN TYP NOS OR EQUIV. 0 14 S PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING (760) 473 -8039 24 HOURS A DAY. SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL _- PROJECT CIVIL ENGINEERING DESIGN GROUP , = DAMAGED OR DESTROYER SHALL BE REPLACED OR REPAIRED TO CONDITION 0 4 DRAIN PIPE SDR 35 ___________= 290 LF ENGINEER: 2121 MONTIEL ROAD c� EXISTING PRIOR TO GRADING. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PANELS /PLATES. O3 18x18 SURGE CHAMBER ® 2 EA SAN MARCOS, CALIFORNIA 92069 �i TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS CONSTRUCTION VEHICLES (760) 839 -7302 PHONE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED ® 6" (W) TRENCH DRAIN NOS OR EQUIV. ® 40 LF FE MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND (760) 480 -7477 FAX U. REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE 5 WATERS PER S WD WS -09, -W -W-0 2 EA O Z THE CONTRAACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. - SOILS ENGINEER CERTIFICATE DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING APPROVAL OF THE ENGINEER INSPECTOR. 6 DG COMPACTED TO 95A R.C. 200 SF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 1, ERIN RIST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, v, TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, EROSION CONTROL , v a4CKDR41N PUMP PUMP DETAIL/SHT 3 4 EA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, $ AND REGULATIONS. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. RAINFALL 8 EWER PUMP PUMP DETAI HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS . SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY L/SHT 3 s-+ 2 E4 8. GRADING AND EQUIPMENT OPERATIONS WITHIN ONE -HALF (1/2) MILE OF A PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, 9 1- 1/2 "/2" FORCE LINE SDR 35 = _ - - 70 LF BETWEEN THE DATES SEPTEMBER 1, 2008 AND OCTOBER 1, 2008. ONE HOURS OF 5:30 PM AND 7 :30 AM NOR ON SATURDAYS, SUNDAYS, AND CITY REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH RECOGNIZED HOLIDAYS. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET 1 SEWER LAT. W /C.O. 4" ABS SEWER LAT -S -S� 2 EA w MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TRENCH RESURFACING PER C111' OF ENCIN 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING STD. 40 LF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS WEATHER. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND � 1 . TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR HAZARDOUS CONDITION. THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST 5 HAS BEEN HELD ONSIIE WITH THE FOLLOWING PEOPLE PRESENT: CITY 6 CONCRETED 1650 SF THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 0 INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND 1 Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. SPECIFICATIONS. PERMITEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT BE INCORPORATED HEREON. 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 1 4" HIGH AC DIKE G -5, TYP A MODIFIED 40 LF 8 LEAST 48 HOURS IN ADVANCE BY CALLING (760)633 -2770. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF A SLOPE AT THE CONCLUSION OF EACH WORK DAY. OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 14 4" AC PAVING 0 900 SF �4 +lJ? '0 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED (.v o F E s s , CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF UNNECESSARILY, THEY HELP DECREASE EROSION. SIGNED: o e a o 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE 3 (W) RIBBON GUTTER PER SDRSD G -12 MOD > > 100 LF ERIN RIST �Q \N E 19 � ° AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 2x2 RI RAP P 5 S� ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH STRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. 1 DISSIPATOR 2 " -6" ROCK SIZE ® 0.2 CY GE N0. : 65122 REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE RAINFALL. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND No. 65122 A 8 HAULING OPERATION. 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 1© ALL BACKDRAIN SDR 35 PERFORATED -- - - - - -- 295 LF Exp, 09/30/2011 COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE 4 CKDRAIN TIGHT SDR 35 10 LF EXP. DATE 9130111 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRAD SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. ILI ENGINEERING DESIGN GROUP s ING APPROVAL AND OR FINAL RELEASE OF SECURITY AN 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. '' , 270 SF / CALIFORNIA DEPARTMENT OF CONSERVATION. GRAVEL BAGS 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF E DET E3 /SHT. 4 2121 MONTIEL ROAD f j AS- GRADED CERTIFICATE SHALL BE PROVIDED STATING: "THE GRADING UNDER "re OF CALXF'� a PERMIT No.10195 -G HAS BE PERFORMED IN SUBSTANTIAL CONFORMANCE ON -SfTE CONSTRUCTION MATERIAL STORAGE DET Ei /SHT 4 ® 70 E4 SAN MARCOS, CA 92069 c WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED E. HYDRO -SEED I. MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE © SLOPE STABILIZATION SS- 2 1SS- 3 1SS -4 1SS- 300 SF PHONE (760) 839 -7302 w AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL ® SILT FENCE DET. E2/SHT. 4 100 LF 15 TO VERTICAL OR STEEPER WHEN THEY ARE PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. STATEMENT OF ENGINEER OF WORK NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL B. NOTIFICATIONS A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT QUANTITIES FOR BIDDING PURPOSES ONLY. THE UNDERSIGNED 9 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO ON -SITE ENGINEER AGREES THAT THE WORK PERFORMED BY THE AREA DRAINS AND LIGHT WELL GRAIN ENGINEER SHALL ENGINEER WITH THE GENERALLY ACCEPTED STANDARDS AND STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT • N w STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM PRACTICES HA THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO BY THE CITY ENGINEER. CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND SAN DIEGUITO WATER DISTRICT NOTES FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO PROTECT 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW ° MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT FOR THE GROWTH OF THE HYDROSEEDED GROWTH. ALL TIMES. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A PERFORMED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF THE WORK SITE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR R IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE IBAICIINQ g FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACYOF THE PLANS OR DESIGN, AND IT IS THEREFORE DOES NOT RELIEVE THE ENGINEER OF Cl A. SEED MIX SHALL CONSIST OF NO LESS THAN: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF OF THIS PROJECT. EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. a. 20 LBS. PER ACRE OF ROSE CLOVER ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE ii b. 20 LBS. PER ACRE OF ZORRO FESCUE STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM w A. SEWER - CARDIFF SANITAMON DISTRICT (760) 633 -2780 c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL ( ) e. DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT ACTS, FE B. GAS & ELECTRIC - (SDG &E) (800) 422 -4133 d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER ERRORS, PROPERTY D D OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR 6 C. WATER - (SAN DIEGUITO WATER DISTRICT 760 633 -2709 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. x D. TELEPHONE - (ATT) (800) 222 -0300 f. 112 LB. PER ACRE OF DIMORPHOLECA 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND E. CABLE TV - (DIMENSION CABLE) (800) 422 -4133 g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE WASTE MANAGEMENT GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMEND BY THE ENGINEER. THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST 8 RESIDENTIAL STRUCTURES. WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET ERIN RIST 0 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR h. ITEM 'a' OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S ENGINEERING DESIGN GROUP eRpEESS /ON TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EXPENSE. 2121 MON77EL ROAD v o 4 z z HYDROSEEDING. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SAN MARCOS, CA 92069 \N E Ri Fm� 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN NOPENED BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SERVICES. (760) 839 -7302 p ° INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. No. 65122 TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT AND SAN DIEGO GAS AND ELECTRIC VAULTS. Exp. 09/30/2011 j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER BY: a C GRADING THE DISCRETION OF THE CONTRACTOR. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. R.C.E. N0.: 65122 z MATERIAL. 3•u.ro s r r O 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS DATE q C i v i E w ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVED AND TEST THE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE TYPE 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED rF OF CAE`FOR`' EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND EXP. DATE: 9130109 COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST S HALL STATE THAT MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS UPON COMPLETION OF GRADING OPERATIONS, HE S REp111R T AND WILL DETERMINE THE SUITABILITY ANY FILL MATERIAL. WASTE FOR INFORMATON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE s OWNERS CERTIFICATE � � Q OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15% ULPHUR APPLIED AT HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION q 760 THE RATE OF 500 LBS. 16 -20 -0, WITH 15 PER ACRE. ON LANDFILLS AND TO ORDER DUMPSTERS CALL EM AT NoText NoText NoText