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2013-11814 G (Plans)v RKY- IT- OF-WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING W THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. NDRANNA RAT NO INA E FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. U7lJTY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPEC770N. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION AND FOUNDATION DESIGN RECOMMENDATIONS FOR PROPOSED SINGLE- FAMILY RESIDENCE, 685 SPARTA DRIVE, ENCINITAS, CALIFORNIA" PREPARED BY ADVANCED GE07ECHNICAL SOLUTIONS, INC. DATED SEPTEMBER 30, 2013 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAI ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNIT L A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CON.' IRUC77ON MATERIALS TO ANY PROPOSED CONSTRUCTION S17E MTHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY MTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11 814 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STA7EMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE. OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND MLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OP FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIM,._) TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTH.' WASTE MATTER EXPOSED O`" EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND uISPOSED OF THE TOE .,,,D TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE W, iH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECT70NABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERMSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED �, PEARANCE 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 M,, TERIAL 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT MTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHFRWSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT MTH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 6.2 FT MAXIMUM VERTICAL DEPTH OF FILL = 4 FT CUT = 525 C. Y. FILL = 225 C. Y. EXPORT = 300 C. Y. REMEDIAL = 279 C.Y. (Z REMOVAL AND RECOMPACTION UNDER AND 5.' OUTSIDE OF BUILDING AREAS) * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. IMPERVIOUS AREA 01 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3.072 SQFT 0 IMPERVIOUS AREA AFTER CONSTRUCTION: 3.936 SOFT (EXCLUDING ROOF AREA) i INCREASE IN IMPERVIOUS AREA: 864 SOFT IMPERVIOUS AREA REPLACED: 2.606 SOFT 7. z b a w z 0 i m a 0 i 1 AS BUILT I WILLIAM G. MACK DATE R.C.E. NO, 73 20 EXP. i213111& & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste M Solana Beach, CA 92075 ph 858.259.82' ^ i fi 858.259.4812 1 plaaengineering.com EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TYLER SANDSTROM AT (858) 254 -9911, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP FACILITIES AND OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 9 CROSS SLOPE TOWARD THE IMP / BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A / L PERMIT FROM THE CITY. Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY MTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT MLL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED MDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUMO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS77TUTE 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. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING MTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. Z ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY Q SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANEL /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION 1S NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS MTHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES MTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. 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 MLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN COMPLIANCE MTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. NO7IF1CA7XW 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 OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD - (760) -753 -0155 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760) - 489 -3411 E. CABLE TV - COX COMMUNICA77ONS- (760) -806 -9809 X -2233 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 WTHOUT BENEFIT OF INSPECTION MLL BE SUBJECT TO REJECTION AND REMOVAL. LWD SEWER SERVICE LATERAL INSTALLATION COMPLIANCE NOTES 1. LIND APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR SIGNATURE: DATE: SC SANOS•ROM FOR NEW POINTE INVESTMENT GROUP, LLC STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY MTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE MTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING MTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. RcfESS /Q GREG yq! SIGNATURE: DATE: Z•b E h�� ��� Fyn WLLIAM G. MAC RCE No. 73620 h �� PASCO LARET SUITER & ASSOCIATES z No. 73620 535 N. COAST HIGHWAY 101 w m SOLANA BEACH CA, 92074 � Exp. 12/31/14 a RCE EXPIRES 12131Z14 PLSA 2101 \�7z CIVll_4�1// AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. LEUCADIA WASTEWATER DISTRICT SEE MEET 2 FOR LWD STANDARD SEWER LATERAL R VIEWED BY: NOTES FOR M/NO4 GRADING PLANS D� Zbs/x.1 �wS,itP r 3 �o/ ATE: ENCINITAS FIRE PROTECTION DIST. OWNERIPERMI 'TEE APPROVED NEW POINTE INVESTMENT GROUP, LLC REFERENCES 16880 W. BERNARDO DRIVE STE 230 STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN SAN DIEGO, CA 92127 THAT A SAMPLING ANQQ,, Y OF THE SOIL CONDITIONS (858) 451 -8700 AN UPDATE ON / . ONE COMPLETE SITE ADDRESS A.P.N.: WITH MY RECOMMENDA IONS, HAS BEN SUBMITTED TO 683 SPARTA DRIVE 254- 400 -28 REVIEWED T E GR LAN ND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR ENCINITAS, CA 92024 E ZONING REOUIREMENTS SIGNED: /Vt 46 RCE NO.: Io�E 23I � R -3 PROPOSED SEWER LATERAL � ,n�I:. EXP. DATE: 6 i ABBRTED LEGAL DESCRIPTK01N EY/A - C - - - - - - - - - N PARCEL 1: ADVANCED GEOTECHNICAt SOLUTIONS, INC. A PORTION OF LOT 2, BLOCK "G" OF SOUTH COAST PARK yG ANNEX, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, t^ STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1788, PROJECT N0. 1307 -12 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO PHONE. (619) 708 -1649 COUNTY, MARCH 29, 1924. - +3 PARCEL 2: AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER A .Of PORTION OF SAID LOT 2 "� 11-L �I 4 DATE. THE PROPERTY IS MORE FULLY DESCRIBED IN A GRANT DEED RECORDED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DOCUMENT #2013- 0461253 AND IN A �I_ZIJ_ZIJ_CI_ZI_ CERTIFICATE OF COMPLIANCE RECORDED IN THE OFFICE OF THE ❑ SAN DIEGO COUNTY RECORDER AS FILE NO. 76- 420213. p 1 cr SPARTA vn 0 G N L `tr 0 0 z of of D SITE NORMANDY RD I Fv LEUCADIA BLVD VICINITY MAP NTS SOILS ENGINEER'S CERTIFICATE APPROVED SURVEY BOUNDARY REFERENCES 1, 3, MA REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANQQ,, Y OF THE SOIL CONDITIONS PREVALENT WITHIN TH12 SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 13 AND FOR AN UPDATE ON / . ONE COMPLETE COPY OF THE SOILS REP OORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA IONS, HAS BEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED T E GR LAN ND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROD T E I RPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: /Vt 46 RCE NO.: Io�E 23I � c PROPOSED SEWER LATERAL � ,n�I:. EXP. DATE: 6 i 44 PROPOSED SD (SIZE & TYPE PER PLAN) - - - - - - - - - �Ln J08 #`� •! 1 .23f: m ADVANCED GEOTECHNICAt SOLUTIONS, INC. PROPOSED RETAINING WALL 9707 WAPLES STREET, SUITE 150 PROPOSED PCC HARDSCAPE SAN DIEGO, CA 92121 AS- UILT _ PROJECT N0. 1307 -12 . . PHONE. (619) 708 -1649 SAN DIEGUITO WATER DISTRICT RE WED BY.• 3 -5 - -/� DATE: L LEND &D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS APPROVED SURVEY BOUNDARY REFERENCES RIGHT -OF -WAY LINE BENCHMARK CENTER LINE - EXISTING EASEMENT LINE - - - - - - °- - - oRTRG BY ° "ewcM BY APPROVALS CUT /FILL LINE F 9 I F LIMIT OF PAD __- __ - - -_ PROPOSED MINOR CONTOUR •J� % -� 5007 CIA, /Vt 46 PROPOSED MAJOR CONTOUR PROPOSED SEWER LATERAL s�J PROPOSED WATER SERVICE -wpm PROPOSED SD (SIZE & TYPE PER PLAN) - - - - - - - - - PROPOSED PCC CURB 11814-G PROPOSED RETAINING WALL PROPOSED PCC HARDSCAPE AS- UILT _ PROPOSED ING lL - +3 p PROPOSED ,�?I VEWAY .Of PROPOSED BMP AREA TO BE "� 11-L �I 4 DATE. PRIVATELY MAINTAINED PROPOSED TRENCH RESURFACING �I_ZIJ_ZIJ_CI_ZI_ YARD DRAIN ❑ LIMIT OF GRADING p SAWCUT LINE FENCE LINE -- -- -- - -_ WALL EX. SEWER LINE - 5 - - - -- EX, WATER LINE DITCH /CURB FLOWLINE -- CONTOUR LINE - - - - - - - - INDEX CONTOUR LINE - - BUILDING SETBACK - - - - MANHOLE MH CLEANOUT CO 0 WATER METER WM HI IRRIGATION VALVE IV D° POWER POLE PIP o GUY EYE (ANCHOR) GUY ENCINITAS PARKS & RECREATION DEPT. REVS ED DA T BMP STATUS: STANDARD PROJECT ENCINITAS PUBLIC WORKS DEPT. I N REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING oESWGM BY oRTRG BY ° "ewcM BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. •J� % -� 5007 CIA, /Vt 46 S/2-114 CITY OF ENCINITAS CONTROL POINT NO. 1005 PER ROS 18416 DATUM: NAVD<38 ELEV.: 174.391' HORIZONAL NIA VERTICAL N A - REVIEWED B ��- PLANS PREPARED UNDER THE SUPERVISION OF DATE: f R.C.E. NO. 73620 WILLIAM WIL AM G. MACK EXP. 12131114 REVIEWED BY. J'c` -104 A^•- - MASIH MAHER GLENN PRUM CITY ENGINEER DATE: 3/13/14 DATE: GRADING AND IMPROVEMENT PLAN" FOR: 6�3 SPARTA DRIVE 13 -204 CDP A.P.N. 254- 400 -28 11814-G AS- UILT _ lL - +3 .Of "� 11-L �I 4 DATE. SHEET 1 OF 3 FCOR WD STANDAI� SEWER LATERAL NOTES FOR MONOR C401NG PLANS / 1 �P PROX. LOCAVgN -X /� LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR O as' OF, EX. 2" GjS \` 8" VCP SEWER MAIN ONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISJOVERED DURING / �, 4*T2.23 3 +55 #, PER�LWD RECOR PER LWD RECORD DWG. AFTER CONSTRUCTION. ° y{ SEWER DWG. 4= kR LA � 25' L RYSB 2.ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER j LATERAL �To 4 100 -26 s IE�131.3f ` " PL DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR A EX. 12 AC DRENCH RE & - \ WA MAIN PUBLIC WORKS CONSTRUCTION GREENBOOK AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT yk \ TEW ° 20' 25' 55.50 APPROXIMATE LINE EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. F OF PAU71ON111 �t I �- AS Pit DARDS \ PROX. LOCA7i0 v, EX. ACCESS ESMT. I FYSB 7 RESIDENCE OF EXISTING GRADE 3.OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL as ° \ EX. GAS LINES TIMES WITHOUT EXCEPTION. 2.5' DtSTRICy TO PA, - - - ( - 4.THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE INSTALL \ " FS g• 7j ES 1`'39. MATC E �9s fR M T r e 6" PCC CURB I FF= 160.57 - - - 19 MIN. JOBSITE AT ALL TIMES SERVICE 8c58UAt \ fA y PAD= 159.90 PATIO �. WATER MER PER ` k / EX. 6GATER MITER I VA TES - - 5.THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL WS -0 \ ATCH EX. s 1T0'REM'AI - - - - - - ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN -17 AT ERS _ -= = -- WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. '' / EXP IM WORKMANSHIP VE ! - - - - - - - - - 14A A85,', 6.PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND / p SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 6 6" AC BERM, 6 f 1 \ 4 ROCK LINED 0 HEIGHT_ �]�! T APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE 3 9Ni J FS 140.33 BMP SALE PER PCC CURB LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR 1 MATCH EX. \�`s SECTION A -A NOT TO SCALE STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. � 1 EXISTING UTILITY APPURTENANCES t_ 20 _t 8.ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO D -�� \ /i; ""\ i� PROTECT IN PLACE r EASEMENT Fj CONSTRUCTION. i �PEyAPRON 5 o \ ' j f SEWER CLEANOUT PER APPROX. LINE I I P L I 2.33' 16' i 5 L 10' a ti 2 l f LWD 5 -17 & 5 -25 OF EX. GRADE V 10' 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF ° ?� _ TW 3.50 I DRIVEWAY I SYSB SYSB THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER X xP UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY Rpm& 0- PL.AjoE 7 ` M FS 141.00 ( TW PER DISTRICT ENGINEER. s 140 0 PC L SEWER CLEANOUT I TW PER I I 48 I I APPROXIMATE LINE ° � C' RA11V 4A PER SDRSD SC -01 PLAN I PLAN i' RESIDENCE 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE ' FiPE Al 3'y \ I ( ( ( OF EXISTING GRADE SHOWN AS APPROVED BY LWD ON THE PLANS. x ,R j 4.5 MAX HEIGHT RET. PRIVATELY MAINTAINED ( BW PER TIN 00,01 143 D " WALL PER SDRSD C -2 0.5` 2 ' �1 141b0�i' -' �' / ROCK LINED BMP SWALE I PLAN I ( ' 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE ! " CONTRACTOR. R - TW 146.50 W/ 6" DEPRESSED FL 2% - ft?RAIN IE 1 .b0 `a 142 }� .! 1 FS 142.00 BW PER PLAN I ~- I, - - - PAB =15fJ 9U - %; 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP }' .} 3 MAX HEIGHt RET. 3 MAX HEIGHT _ TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL =III TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE WALL PER SDRSD C -2 RET WALL PER -- - 1 43, I. FS 143.00 SDRSD C -2 I-III CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER 45.73 a 132f } } °� BE BURIED AT THE POINT OF CONNECTION. FS 143.00 ! APPROX. LOCATION OF 24" MIN. ° 2' MAX HEIGHT ROPOSED WATER SERVICE. ENGINEERED SOIL 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. _14 (. I ` RCS. WALL PER MAINTAIN 5 HORIZONTAL W/ IMPERMEABLE LINER _ PcC 1�►dF'u1A4^ - '" C-C SDRSD C--4 SEP RATION FROM PROPOSED 4.5' MAX HEIGHT 14: ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND '� a, � l '� 0 HEIGHT NOT TO SCALE TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE 7 OR J XI STING SEWER. 3" PERFORATED PVC PCC CURB GI ^ l; " o ^ �� �+' RET. WALL PER BY L'IND. AIR TEST SHALL BE DONE .AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. FG 145.00 145 fi I j SUBDRAIN. OUTLET SDRSD C -2 l 14s•�a PIPE TO STREET SLOPES GREATER THAN 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD a I r J FS 145.00 15% TO BE PCC CONCRETE EASEMENT NOTES: INSPECTOR PRIOR TO PAVING. ` ITH HEAVY BROOM FINISH AVERAGE LOT SLOPE WITHIN BUILDING PER REPORT DATED 11/19/13 BY FIRST TW 4 146-1 } . } I l A: A ER FIRE DEPT. STANDARDS AMERICAN T1TLE COMPANY ORDER NO. ENVELOPE IS LESS THAN 10% 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED FG 146.00 a a ° PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW °9; I 1 NOT TO SCAL HNSC- 4535066: MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS FR14ATE RoAf> AA/D FAOa�,TpE3 ' TW 148.86 GRADING NOTES: MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL MAIMTE,v0qA1ca AGREEMF_&/T 147 1r - FS 147.00 5O SDG &E ESMT PER DOC. RECORDED 1 -18 -45 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING REcoRD A a w 1- ° fj I ° r NOTES TO CONTRACTOR. IN BOOK 1794 PG 409 OF O.R. NO WIDTH THE APPLICANTS PROPERTY !F ANY DISTURBANCE TO 5 -32 EO »A/E 3� Zd�y AS ,qa : A SPECIFIED. ADJACENT TO EAST PROPERTY UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY DoCUMENTA/D. zol4- 6zz�Igo LINE. PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD gA 1 INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD 6 SDG &E ESMT. PER DOG. RECORDED 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL 1 O INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A 7W 149.50 2 %' ' j 149.67 VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY 10 -19 -48 IN BOOK 2985 PG 233 OF D.R. ADJACENT PROPERTY OWNER MUST BE OBTAINED AND DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE �- ES 149.00 E_"' TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO FG 148.00 i I, ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON PROPERTY LINE. ADJACENT TO EAST SUBMITTED DI THE CITY PRIOR TO START OF ANY SUCH DISCOVERY OF DISCREPANCY. WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE UNMANNED BYPASS SHALL BE ALLOWED. 14 �, Q7 APPROXIMATE LOCA77ON OF CL OF 4' WIDE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN DESIGNATED PRIVATELY } % FS 150.00 SDG &E ESMT PER DOC. RECORDED 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC } WR117NG AND SUBMITTED TO THE CITY IS GROUNDS FOR A MAINTAINED 283 SF ROCK w j' 6" PCC CURB CONTRACTOR TO COORDINATE' WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. 6 -17 -59 AS INSTRUMENT 122385 OF O.R. STOP -WORK TO BE ISSUED FOR THE PROJECT UN77L THE MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR LINED BMP SWALE NOT f /PER SDRSD G -1 WATER METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & PROPOSED HARDSCAPE, UTILITIES, ETC. REQUIRED PERMISSION IS OBTAINED. COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY TO BE MODIFIED W17HOUTa CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING($). THE REPAIR COUPLING SHALL BE SLIPPED PERMISSION FROM THE CITY 1' EX. ROAD AND UTILITY ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED , ``,, EASEMENT PER GRANT TOGETHER Aa0 THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO cr J DEED 2013 - 0461253 PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL �,20 SEME, T,i - REC. 7124113 APPROVED BY THE LWD DISTRICT ENGINEER. 1 FG 151.00 15 C 'r ( 1 FS 15100 Z FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO 77E -IN TO EXISTING VCP. DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING - - -- a / ITW 152.5 NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. OR EQUAL SHALL BE USED. FOR CONNEC7ONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 I L' FS 152.00 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET ;I 15 (, ` ` J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. 6" P CURB '; ( C,AUTIONt DESIGNATED PRIVATELY MAINTAINED 205 SF BMP _.- _ - - -- 7 l GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDENTIAL THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED 16' Rf AY l PROTECT /STING SURVEY MONUMENT BIORETENTION NOT TO BE MODIFIED WITHOUT ( DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL PER SD SD G -1 , 4 , L, W ( IN -PLA( SEE MONUMENT NOTE PERMISSION FROM THE CITY (SEE DETAIL THIS SHEET) A 254-4)0-27 i i HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS ' \� APPROVED AS PER PC RES. 2006 -2Z SHALL BE TYPE 316 STAINLESS STEEL. 1 3 ( 1;r" AREA DRAIN LIMIT OF GRADING ' 1 { PVC SD A �, ' ' F¢ 754.00 1 %MIN. x"'158.05 S89'40'07 "E 139.5'8• I- ;' i CAUTION! s POST - CONSTRUCTION BMP NOTE t0. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IF t /ALTO FOR A PERIOD OF TIME NOT TO EXCEED " _ .r= - -- - = 7 PROTECT EXISTING ^' �� `�� 5- 1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS DCIA SHALL ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR 77ME LIMIT IS EXPIRED I:� � 4 / - SURVEWNVONUMENT ( ) PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ( 15 u u R u N li li u 1 �i / ° BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND J _ IN -PL E SEE ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE �i "154 -``�" { r - - - -- -MOH ENT NOTE CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF MADE AT THE DEv�LOPERS EXPENSE AND APPRC ,ED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START I y6 1g7 - 15 _ _ - �� . -_- - T ° ' a - DRAIN, DRt ✓c WAY, AND STREET. _ T 6 "_ PCC CURB ,Y : ` ,�', 15 .- _ 1 OF CONSTRUCTION. � � I � ! - ,�` � � ! PER SDRSD G -1 I �. W r - F r159 - 1 % . - 1 , . FIRE NOTES: 2" HARDWOOD MULCH 755 / - `� i. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN COVER OR CITY FS 155. ` I UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 12" AREA 6° APPROVED EQUIVALENT FL 154.50 $ r / f F -i59. J ! 3•A ° p { FEET 6 INCHES CFC 503.2.1 DRAIN F =158 30 1 , ' 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND TG PER PLAN 3" `� Dj? I4M Oum e ' A[C ! r' I ' / AU710N11 MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS SEWER CLEANOUT / S =960.3 e Q /�/ { { / VERHEAD UN THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN 12' PVC RSD SC -01 / ' _ 160.5 APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER PIPE 1 ° / ° /^ ° Ex�nIIJ6F6t�l.E lPE¢ i f ° °4 DRIVING CAPABILITIES. AMENDMENT 503.2.3 �UT LE 4 / PCC° WALKWAY° ^ { { °; L#WT OF PAD { I 3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE 12" ENGINEERED SOIL P s ° , ° ° / { A - - *SEE NOTE BELOW AVON (> r L- 5�(tFAe E , F / f ° { I a { a I l APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED il- - ,/ « ' EX. PO R POLE +` ° � { � ' � PROLE T IN PLACE WITHOUT MITIGATION. MINIMAL MI77GAT10N SHALL BE A { CUT - LL LINE r i I N 9Lp� f L 156.50 { � pA�ici. DRAINAGE FLOWLI I f SURFACc OR PORTLAND CEMENT CONCRETE (PCC), Vt?7H A TO BIORETE 7ON DIRECTION (Ir.) { { DEEP BROOM FINISH , PERPENDICULAR TO THE EN71RE TO ENHANCE EXISTING SOIL 0 HEIGHT CURB I, 15 �? ` � I TO BIOREIENTION ° � ° ° t ° IE OUT =15ZB" l a ° I %• t4, / a ° , { , B 1RACDON THE ENTIRE LENGTH OF THE GRADE. FS= 160.5 APN 254 - 400_28 12" OF 3/4" GRAVEL �� "I "� f 1 4" HOPE STORMDRATN // D fj =%.► ° J ' { N) VIA L^�Tts�'6 aI. h� T ° .�^ 0.1% MIN. { - °° r° =t .40 T 3 MONUMENT NOTE: Ar5�A�E FS 158.12 158 0� = 159.9 E {{ f{ MO CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 5� MONUMENTATION AND /OR BENCHMARKS WHICH WILL hm �6 T I ; / PA�'59,90 - l III BE ONSTRUCTION. OSUCHSPOINTSD SHALL BE REFERENCED I $�i. l 5 $) l ` Tf »1 as °y pse.,.Y., 4" PERFORATED r_re �jo�T RMEWAY i� F ` �� F = 1.� F 9.7 I . N "� w w r. 5 , i AND REPLACED awTli APPROPRIATE MONUMENTATION PVC SLET PIE �.A m & AI A) T p 5 �, � 'C a BY A LICENSED LAND SURVEYOR OR A REGISTERED OUTLET PIPE „ 43' " .4q 1 t E° o co co co co a rjAI_ C4NVa-r FS 159.00 - - g CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND C * BIORETENRON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM R - 'r"'T, ^ I 12" "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY �� �'"��'� ' " "` \ I ✓' '� _ °. " 2 1 I f ;; SURVEYING. A CORNER RECORD OR RECORD OF 6" PCC CURB iti - ZIT OF GARAGE 8W -159 9 PATJQ° . i CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% - 1 *, SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE 30.2 LF ?"11i i; - - - U < r,5 ( .mt L o OF STONES, STUMPS, R0075, OR SIMILAR OBJECTS, AND ALSO 1`1�rgatlJ� ; 25' } „ LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL 160.5 ` `' �� �' L�IPIDSEAPE © �_ . ° A ° RYSB I ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S FREE OF NOXIOUS WEEDS N �' �1C STAKM F5 160.00 k7 _ PCC, `N @ {' I ii i DRA►tili�ip� - + � 25 "FL =1 54 1 F = 54• = 4 ACT. N DETAIL - PPoVAICLY MAINTAINED ) , �. - _ f I I 4RpFESSI, 20.5 SF OF PERMANENT ' - i PEMANENT BMP BMP AREA BENEFITING m 1 q z NOT TO SCALE �� N 254 - 400 -26 TO ¢ W E BE REMOVED i AS BUILT�ia��� TC 161.50 161 _ 162 w ND m FS 161.00 _. - - - - 163 p i a u u u __ _u Exp. 12/31 /14 & ASSOCIATES �x�ri -_ _ __ -- _ __ _ cl. �- 12 N._D Ci3 wI -_t 2' MAX HEIGHT RET. N "40'4 ~ : C '' l (�/� 5 CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING �'� 7-6 =1`I. CAUTIO _G m o+mer` 89 i W 3 99 RA ©LNG - CAU7TONt fT CI Vl� �P S g ' PROTECT EXISTING BW 59 9 LIMIT OF WILLIAM G. AC DATE 535 North Highway 101, Ste A, Solana Beach, CA 9207$ SCALE. 1 .ISM, BW =159.9 / WALL PER SDRSD C -4 =161.6 PROTECT EXISTING F OF CAVE RVEY MONUMENT 12 AREA DRAIN z R. C. E. N0. 73620 .� W " - SURVEY MONUMENT - o h 858.259.8212 fs 858.259.4812 Isaen eerin com IN- PLACE. SEE APL;, 2"54-400 %� BW =159.9 IN- PLACE. SEE P P B� B° TG= 159.06 I MONUMENT NOTE IL EXP. 12/31 /1�j 0 10 20 30 MONUMENT N07E IE =158.16 f a 3 z uj REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS J CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. J� ED SJR $ Z CITY OF ENCINITAS CONTROL POINT NO. 1005 PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY. GRADING AND IMPROVEMENT PLANS FOR: A E PER ROS 18416 'J�I' QQ ASrBWI, 1 HORIZONAL 1 " =10' 1 DATE: �j 11014-G R.G.E. NO. 73620 MASIH MAHER GLENN PRUIM 683 SPARTA DRIVE CITY ENGINEER VERTICAL NIA WILLIAM G. MACK a / / DATE: 3/14/13 DATE: 3 13 -204 CDP A.P.N. 254 - 400 -28 SHEET 2 OF 3 � DATUM: NAVD88 ELEV: 774.391' EXP. 12 31 74 PLSA 2101 Sllu LEGEND GRAVEL BAG SILT FENCE — — X — — X — CONSTRUCTION ENTRANCE '; °s .:.,a:+:•r L: w,, NO TE: NO TEMPORARY ONSITE CONSTRUCTION TRAILER IS PROPOSED FOR THIS PROJECT HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRICA71ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHIUEA MILLEfOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7 ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCA71ONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDEN71AL STRUCTURES. 8. I7EM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS71NG BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE 7RANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER71FICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. C. FER71LIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, W14I7H 151- SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.• A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. 8. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLAN71NG BY: 1. ADJUS77NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOP GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UN71L THE PROJECT IS PERMANENRY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UN71L THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. C0M87RW7 M BEST MAMCrAo iv t PR4C77CES (BW) N 07E- 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, J'JTE MA:IING) MUST BE IMPLEMENTED WHERc APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVE'_ BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITEE, MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF ,RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.) I, M W! E r 1 0 10 20 30 1 AS BUILT I IL A- vai WILLIAM G. MACK z R.C.E. NO. 73 20 EXP. 12/31/1 e7 z REVISIONS U i PA CO LA ST SINTER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fi 858.259.4812 1 plsaengineering•com GP5 GP" \ >\ /GP5 P s� \ »• ALL CONSTRU,�710N fiWTRANCE PEE IL THIS SHEET T0- PRESENT TRUCTION,'JATERIAL& FROM` 4IN(sT.ORM 'DR jI1(S OAR', 6TH / 1 Il 1r1 APN 254-400-45 i� UMFU CST - lNtVNLU 6T APPROVED DATE REFERENCES DATE BENCHMARK \� S/2114 UNDER THE SUPERVISION OF REVIEWED BY / CITY OF ENCINITAS CONTROL POINT NO. 1005 PER ROS 18416 DATUM: NAVD88 ELEV.: 174.391' HORIZONAL 1 " =10' VERTICAL NIA DATE: a �� 7 142 $.� • N WILLIAM G. MACK EXP. 12131114 DATE: 311411 3 DATE: i .,l 43e 4 4 ° e SI A a 1 _144 P I / INSTALL GRAVEL BAG CHECK DAM PER DETAIL THIS SHEET TO PREVENT CONSTRUCTION MATERIALS 145 a (I � FROM LEAVING THE SITE (TYP) I 147, I( 14� / ff +i J a / INSTALL SILT FENCE PER DETAIL! THIS 1 �'�� / SHEET AT EDGES OF CONSTRUCTION TO /I PREVENT CONSTRUCTION MATERIALS FROM LEAVING THE SITE (TYP) 1 3 if APN 254-400-45 i� / /f l� COARSE AGGREGATE FILTER FABRIC ORIGINAL GRADE 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOTE CONTRACTOR TO MODIFIY CONSRUC77ON ENTRANCE IN THE FIELD AS NECESSARY DITCH CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A � K L o + 19' RADIUS A MIN. 20' MIN NOT TO SCALE WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC POSTS 1. SET •1 TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND �''L.di^!;dL<�+ 1.`✓LC�, fL'Ui^RLp.,I" l;'- I� EXTEND IT EXCA VA TED SOIL. INTO THE TRENCH. rrrr I Ili i 111111 I� �Ip1 RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY f � f 2 °° INSTALL SILT FENCE PE DETAI THIS INSTALL GRAVEL BAG INLET PROTECTION SHEET AT EDGES OF Cp TRU ,77TH TO 1PER DETAIL THIS SHEET TO PREVENT ATE - j CONS7RUCTION MATERIALS FROM ENTERING PREVENT CONSTRUC7ION }>TE ffI / I / STORM DRAINS OR OTHER WATERWAYS (TYP) FROM LEAVING THE SITE (�z I� ALS � f L S89'40'07 "E 139.98' - -X ,r y� e - -15s 'j r a f 4 4 4 a ,S a.a e 4 °° d e / h e el / / ° -4 !o fiW )I r a4 { ( -4 t I ` INSTALL GRAVEL BAG- "INLET PROTECTION PER.DETAfL THIS SHEET TO PREVENT "CONSTRUCTION MATERIALS FROM &NTERING STORM DRAINS OR OTHER__WATERWAYS (TYP) ULJI UT UMFU CST - lNtVNLU 6T APPROVED DATE REFERENCES DATE BENCHMARK SCALE S/2114 UNDER THE SUPERVISION OF REVIEWED BY / CITY OF ENCINITAS CONTROL POINT NO. 1005 PER ROS 18416 DATUM: NAVD88 ELEV.: 174.391' HORIZONAL 1 " =10' VERTICAL NIA DATE: /1.1. M 0`--• 7 R.C.E. NO. 73620 $.� • GLENN PRU1M CITY ENGINEER WILLIAM G. MACK EXP. 12131114 DATE: 311411 3 DATE: / /f l� COARSE AGGREGATE FILTER FABRIC ORIGINAL GRADE 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A NOTE CONTRACTOR TO MODIFIY CONSRUC77ON ENTRANCE IN THE FIELD AS NECESSARY DITCH CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A � K L o + 19' RADIUS A MIN. 20' MIN NOT TO SCALE WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC POSTS 1. SET •1 TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND �''L.di^!;dL<�+ 1.`✓LC�, fL'Ui^RLp.,I" l;'- I� EXTEND IT EXCA VA TED SOIL. INTO THE TRENCH. rrrr I Ili i 111111 I� �Ip1 RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY f � f 2 °° INSTALL SILT FENCE PE DETAI THIS INSTALL GRAVEL BAG INLET PROTECTION SHEET AT EDGES OF Cp TRU ,77TH TO 1PER DETAIL THIS SHEET TO PREVENT ATE - j CONS7RUCTION MATERIALS FROM ENTERING PREVENT CONSTRUC7ION }>TE ffI / I / STORM DRAINS OR OTHER WATERWAYS (TYP) FROM LEAVING THE SITE (�z I� ALS � f L S89'40'07 "E 139.98' - -X ,r y� e - -15s 'j r a f 4 4 4 a ,S a.a e 4 °° d e / h e el / / ° -4 !o fiW )I r a4 { ( -4 t I ` INSTALL GRAVEL BAG- "INLET PROTECTION PER.DETAfL THIS SHEET TO PREVENT "CONSTRUCTION MATERIALS FROM &NTERING STORM DRAINS OR OTHER__WATERWAYS (TYP) ULJI UT UMFU CST - lNtVNLU 6T APPROVALS _ WGM TRG i WG PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY / DATE: /1.1. M 0`--• Nb. R.C.E. NO. 73620 MASH MAHER GLENN PRU1M CITY ENGINEER WILLIAM G. MACK EXP. 12131114 DATE: 311411 3 DATE: FILTER FABRIC ,O(. _ WIRE — — SILT FENCE DETAIL NOT TO SCALE GRAVEL BAG DETAIL NOT TO SCALE TWO LAYERS OF GRAVEL BAGS W17H ENDS OVERLAPPED z No. 73620 R Exp. 12/31 j14 CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. GRADING AND IMPROVEMENT PLANS FOR: 683 SPARTA DRIVE 11814 -G 13 -204 CDP s A.P.N. 254 - 400 -28 SHEET 3 OF 3 PLSA 2101 0 D