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2017-13443 G (Plans)N RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITLES OWNER OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT EAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT HENRY JALLOS AT (619) 623 -2901, CONCRETE WASHOUT HENRY JALLOS HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN 24 HOURS A DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 6927 SANDCASTLE DR. ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, CARLSBAD, CA 92011 OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID POST A SIGN DESIGNATING THE WASHOUT LOCATION. (619) 623 -2901 DRAINAGE NOTE 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 CONSTRUCTION SITE ACCESS SITE ADDRESS NORMANDY RD NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT SI TE TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL 1018 URANIA AVE. TO AN APPROVED DRAINAGE FACILITY. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PANELS/PLATES. ENCINITAS, CA 92024 BRITTANY ME & 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE APN: 254 - 363 -07 } UTILITY NOTE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION R UNFORESEEN CONSTRUCTION VEHICLES CIRCUMSTANCES WHICH MAY ARISE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHAH BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, LEGAL DESCRIPTION 5 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. A PORTION LOT 32 OF HILLSIDE ACRES IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF GENERAL NOTES 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE EROSION CONTROL CALIFORNIA ACCORDING TO THE OFFICIAL MAP THEREOF NO. 1992, FILED IN THE OFFICE OF THE SAN DIEGO LEUCADIA BLVD INCORPORATED HEREON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED COUNTY RECORDER JANUARY 25, 1927. BEING MORE PARTICULARLY DESCRIBED IN DEEDS TO SOOKHEE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND JUNE 24, 2010 AS FILE NO. 2010- 0318704 AND FILE NO. 2010 - 0318706 BOTH OF OFFICIAL RECORDS. FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF AT THE CONCLUSION OF EACH WORK DAY. COVER VEGETATION, AND BONDED FIBER MATRIX. 1� ! ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH < < < < THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. OWNERS CERTIFICATE ti < g 8 0 0 2. THE SOILS REPORT SUBJECT " GEOTECHNICAL EVALUATION FOR PROPOSED URANIA WEST (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL is 12 RESIDENCES" DATED 11 -28 -16 PREPARED BY GEOSOIIS, INC. AND "REPORT OF UPDATED I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER R GEOLOGIST HAS BEEN OR WILL BE S GEOTECHNICAL RECOMMENDATIONS" DATED 7 -20 -2017 PREPARED BY GEOTECHNICAL EXPLORATION, STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF INC. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALT. BE CONDUCTED IN PHASES SITE. SPECIFICATIONS CONTAINED IN SAID REPORT. 1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ' CESSARILY., 3. SEPA ?ATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY TO COLLECTION INCLUDING AND ROOF DISCHARGE DRAINS SHALL LTHE DISCHARGE T OAND /RASNTON THE LANDSCAPE PUBLICC STORM DRAIN THEY HELP DECREASE EROSION. PEMY AGREE TO INDEMNIFY, AND AGENTS HARMLESS FROM, A,NDNAGA NST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, VICINITY MAP OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. SYSTEM. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING NOT TO SCALE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS R OMISSION Of OWNER BE MODIFIED WITHOUT A PERMIT FROM THE CITY. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE GRASSES TO SHIELD AND BIND THE SOIL. OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED WORK TO BE DONE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPETE. DIRECTLY OR INDIRECTLY TO THE PERMIT R APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY EASEMENTS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: ENGINEER OR A LICENSED LAND SURVEYOR. AND /OR THE TURF/LANDSCAPED AREAS. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. f 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA SIGNATURE: _ DATE: 12 7 2. CITY OF ENCINITAS STANDARDS. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. ON -SITE CONSTRUCTION MATERIAL STORAGE J . RY J LL S, OWNER SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 5. DRIVEWAYS SHAH HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL DESCRIPTION SYMBOL 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY HENRY JALLOS HUMAN OCCUPANCY SHAH NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. TO AN ADEQUATE IMP /BMP. CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE R REDUCE POLLUTION OF STORMWATER FROM STOCKPILES 6927 SANDCASTLE DR. PROPERTY BOUNDARY - - NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. CARLSBAD, CA 92011 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHAH NOT BE MODIFIED OR ALTERED EASEMENT 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL ,PRE- CONSTRUCTION MEETING HAS BEEN STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS WITHOUT A PERMIT FROM THE CITY. STOCKPILES SHALL BE COVERED R PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SOILS NGINUR S CERTIFICATE SETBACK - - - - - 7. THE INSTALLATION Of ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. I, JAMIE A CERROS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 8. ALL EXISTING ISAND PROPOSED �TRASH ENCLOSURES RS ALLNBE FITTED TO CIOMPLY NTH OBTAINED. STORM CENTERLINE - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN TRAINING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF WITHIN THIS PROJECT THE DEVELOPER SHAH SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT ENT NOT ,HOW RAIN WATER TO ENTER THE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME R UNDER MY DIRECTION ON JULY 20, EXISTING BERM ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHAH COMPLY WITH ALL CONDITIONS ENCLOSURE. THE ENCLOSURE SHAH BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHAH BE AVAILABLE 2017• ONE COMPETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHER MORE, SOI E EXISTING CONTOUR - - - - 30q -- �-- - - 11. UPON FINAL COMPLETION OF THE WORK UNDER THE . RADING PERMIT, BUT PRIOR TO FlNAL DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND REPORT FOR JECT HAVE BEEN ORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. EXISTING WATER SERVICE - w BE PROVIDED STATING: "THE GRADING UNDER PERMIT 13443 -G HAS BEEN PERFORMED IN OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES WASTE MANAGEMENT SIGNED: SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. JAIME A. C S R.C.E. ISTING WATER METER N DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE A E. 34422 EXP. DATE: 9/30/2017 AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER �.c LCb CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SYSTEM, NOT TO PLANTERS R THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE SYSTEM IS STRICTLY PROHIBITED. GEOTECHNICAL EXPLORATION, INC. 7 EXISTING SEWER MAIN s --- s - _._ - 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER REQUIRED FOR THIS STRUCTURE. 7420 TRADE STREET HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHAH BE PLACED AROUND EXISTING SEWER MANHOLE FILLS AND BACKnLLS AND COMPACTION OF TRENCHES. HE SHAH SUBMIT SOILS REPORTS AS ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. SAN DIEGO, CA 92121 91 I(9 REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF =AN DIEGUITO WATER DISTRICT NOTES DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES 858- 549 -7222 EXISTING RETAINING WALL GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR WITH IMPERVIOUS ROOFING R COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. JOB N0, 17 -11555 UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE 1. WA10 MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE FS =80,00 ACCEPTABLE FOR THEIR INTENDED USE. STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). MANY CONSTRUCTION MATERIALS, .INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND STATEMENT OF ENGINEER OF WORK SPOT ELEVATION 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN DRAINAGE AND PREVENT PONDING OF WATER. HE SHAH CONTROL SURFACE WATER AND AVOID REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, R THE EXISTENCE OR APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHAH COMPLY WITH BUILDING FOOTPRINT DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHAH TAKE REMEDIAL NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE _ - 120 MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT THIS PROJECT. TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHAH BE IN ACCORDANCE WITH THE PROPOSED CONTOUR DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. AH EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER DAYLIGHT LINE 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHAH BE PLACED IN PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON SITE. THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER PROPOSED SEWER SERVICE - s s -- MATERIAL SHAH BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS IMPROVEMENTS PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY R ADEQUACY OF THE TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHAH BE REMOVED TO SUITABLE FIRM NATURAL WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS PROPOSED STORM DRAIN SD SD - GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STRMDRAIN INLETS ON PERVIOUS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHAH BE THE CONTRACTOR'S RESPONSIBILITY TO EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS SURFACES. THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY PROPOSED WATER SERVICE - w - w - PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, R OMISSIONS OF THE ENGINEER AND HIS/HER 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STRMDRAIN. CONTRACTOR MUST AGENTS R EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND PROPOSED BROW DITCH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL THEN THEY SHAH BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. NEAT AND ORDERLY v'ONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE PERVIOUS PAVERS EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE DIEGO GAS AND ELECTRIC VAULTS. ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. DATE: REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED SIGNATURE: f DAVID V. CARON BIORETENTION AREA ACCORDANCE WITH THE GRADING ORDINANCE. WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. NO R.G.E. N0. 70066 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 8. CALIFORNIA STATE LAW ASSEMBLY BILLAB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED OFESS; PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, EXP. DATE: 09/30/18 qy AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE PR V . l CONCRETE PAVEMENT Q DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHAH BE SECURED FROM THE SOILS ENGINEER OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES ��o c NO -LEAD BRASS PARTS. �' 9 AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 9. ALL COPPER TUBING USE FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY COASTAL LAND SOLUTION ri Q o 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE 577 SECOND STREET c3 ° Z FOREST MANAGEMENT PROGRAM, TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY ENCINITAS, CA 92024 z No.007006C PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHAH BE EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION Of COMMENCEMENT OF WORK: PH (760) 230 -6025 * EXP.09 /30/18 PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO A. SEWERS - LWD - (760) -753 -0155 s� civiv NP GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE EARTHWORK DATA B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 gTFOFCAUF CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V D. TELEPHONE - SBC BEH - (760) -489 -3411 REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT MAXIMUM VERTICAL DEPTH OF CUT = 3.1' E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233 LEUCADIA WASTEWATER DISTRICT BMP PROJECT STATUS WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE MAXIM RTICAL DEPTH OF FILL = 3.8, 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS TREE REMOVAL. n 5010 PROJECT. PHONE: (760)- 633 -2770. CE-KK = �+3e C.Y. FILL = � Cqcl? PUBLIC SEWER SYSTEM APPROVAL T -i-}40� .. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CAMS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK ri*0 GY ZA PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. APPROVED BY: LWD DISTRICT ENGINEER STANDARD REMEDIAL = q.585 ON: ZO CY THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, IMPERVIOUS AREA w OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PARCEL 1 PARCEL 2 TOTAL AS - 13011 L_T C33692 PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL DEXTER S. SON, PE RCE DATE CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT 0 SOFT 0 SQFT © SQ1=C OPEN SPACE NOTE IMPERVIOUS AREA AFTER CONSTRUCTION: 4,411 SOFT 5y5 SOFT 9,686 SOFT 61.514 g0 p1° EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. INCREASE IN IMPERVIOUS AREA: 4.411 SOFT 5, 75 OFT 9,686 SQFT A 611 so r- DEXTER WILSON ENGINEERING, INC. 6/30/2018 NO TEMPORARY OR PERMANENT IMPROVEMENT SHALL OCCUR WITHIN THE STEEP SLOPE OPEN SPACE IMPERVIOUS AREA REPLACED: 0 SOFT 0 SQFT 0 SOFT VT FIRM EXP DATE EASEMENT AREA SHEET INDEX PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT COASTAL LAND SOLUTIONS, INC. SHEET NO. 1: TITLE SHEET LsSHEET N. 2: DETAILS 577 SECOND STREET SHEET NO. 3: GRADING PLAN L ENCINITAS, CA 92024 SHEET NO. 4- EROSION CONTROL ` FP"nx(�i� >2is I z. I s• I 2'12' i'�'�a�z -i� l Z�� Z( 7 CIS/ 1421 SI DATE S GN ATE SIGN DATE SIGN DATE IGN DATE RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY. DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMEWf DRAWING NO. CAAAlroe EAX-MWoZY, DESCRIPTION: POINT NO. 1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE OMMENDED: AP ROVED: - GRADING PLAN FOR: 1018 URANIA AVENUE ►'SU �1- LOCATION: 25" DISK IN SIDEWALK IN THE --ict PUBLIC WORK A/A - DATE: !2 -�z -i9 SE QUADRANT LEUCADIA BLVD. AND ENGI AME DATE - 1lP.vl/L� x� ENCINITAS, CA 13443 -G ORPHEUS AVE., 37' EASTERLY OF SIGNAL PLANNING i1/f0 - R.C.E. NO.: 70066 JE E OWEN CHRIS OPHER L M GDOSKU RECORD FROM: CITY OF ENCINITAS REVIEWER Q Z 1 APN: 254 - 363 -07 ELEVATION: 178.543' DATUM: NAVD88 CIT INEER DATE INSPECTOR S DAVID CARON EXP.: 9 -30 -18 DATE DA -� PLANNING CASE NO: 16 -180 TPM SHEET 1 OF ,� LEUCADIA WASTEWATER DISTRICT STANDARD SEWER LATERAL NOTES 180 1 180 170 170 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE EX. SURFACE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE I R PR. SURFACE 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. DRIVEWAY PR. SLOPE 2.0' j 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 2:1 MAX - 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. -- _ _.__ _..__ _____,... ._ _ _. .._ _ _ I ._. -_ -__ _ PR SURFACE _ _PR,_24 °. SD __ „_ 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR 170 _ PR. BROWDITCH 170 160 1160 REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ON YEAR PERIOD WITHOUT EXPENSE WHATSOEVER EX. SURFACE co TO LWD. I 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS EX. 8" SEWER MAIN NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR l NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. _._..__. _____ _ .._,_. __ .___.._._.____ __.___. _.___...____.__..__._ _ -._ .....___..__- .__..._ _,__ __.___ ----- �� i _ _ ___ 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT 160 160 150 150 BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS 0+75 1 +00 1 +50 0 +75 1 +00 1 +50 APPROVED BY DISTRICT ENGINEER. CROSSING 10. ALL SERVICE LATERALS SHAH PROFILE: B -B PROFILE: SEWER BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. HOR.: 1 " =10' HOR.: 1 " =10' 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. VERT- 1 " =2' VERT. 1 " =2' 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPUCANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND 90" MAX UTILITY LATERALS. 4.5" GAP TYP.� ALL 4 SIDE I-�45" 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY 10" COMPOSITE PERIMETER STRIP 4" THICK CONCRETE INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAN END AT ENDS OF PERVIOUS PAVING I PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO AREA STAKE INTO GROUND - .I_ 3" CRUSHED ROCK, EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. r E- 3/4" SIZE OVER SUBGRADE 17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY SOIL SUBGRADE USE A SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. S -32. 18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED CUSTOM PERVIOUS PAVEMENT, TYPE 2 DETAIL BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE 10' TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. N.T.S. 19. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE to PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING CUPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED FINISH GRADE 0 3:1 8' -9" MAX BY THE LWD DISTRICT ENGINEER. 5.5" GAP TYP. 1 NATIVE MATERIAL OF FILL SLOPE (BOTH SIDES) ALL 4 SIDES, Ir -5.5" 20. PVC OR VITRIFIED CLAY PIPE VCP SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP COMPACTED TO 70 %-80% 1.0' (VCP) LANDLOK TURF TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. REINFORCEMENT MATS 10" COMPOSITE PERIMETER STRIP - 5.5" THICK CONCRETE POUR STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE OR EQUIVALENT DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AT ENDS OF PERVIOUS PAVING _ - IN PLACE PAVERS PER PLAN AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM GRASS LINED CHANNEL AREA STAKE INTO GROUND - ` i 1 6" CRUSHED ROCK, D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. N.T.S. -I + j- L - Hl 3/4" SIZE OVER SUBGRADE 21. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF SOIL SUBGRADE CONSTRUCTION. IF THE ONE YEAR 11ME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEWED AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. CUSTOM PERVIOUS PAVEMENT TYPE 1 DETAIL N.T.S. DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE RETENTION AREA FOR WELL DRAINED SOIL SHALL BE LEVEL AND DEPRESSED APPROVED GRATE INLET JOINT AND VOID FILLER - 1/8" TO 3/8" 10" MIN I* (NO.8) AGGREGATE IN VOIDS ?•� � 't, G �pW A r SpRF 6 "X16" PCC FLUSH CURB 2' 5' I L_ % 5 %� 12" 18" MIN. ENGINEERED SOIL AC PAVING SOIL MEDIA ISER *SEE NOTE BELOW OVER BASE, �;' APPROVED PERVIOUS PAVERS GRAPHIC SCALE 1 " =10' SEE NOTE BELOW * ** "''` " NG R/W 2" BEDDING COURSE 1 j8" - WITH MIN. 3/8 VOID EXISTING NEW R EXISTING R/W 6" MIN. 2 " -3" OF PEA GRAVEL (3/8 ") 3/8" (NO.8) AGGREGATE a 6 °X16" PCC 0 10 20 30 ** SEE NOTE "' 4" PERFORATED PIPES 4" CHOKER COURSE 3/8" TO FLUSH CURB 27 BELOW � T 3/4" CRUSHED ROCK 1/2" (NO.57) CRUSHED ROCK + E ; 4.5' " TM11::I�__ I 5.5 10' 6 MIN. BASE COURSE 3/4- SOIL SUBGRADE CRUSHED ROCK TIE 4" PERFORATED PVC TIE 6" TO CAUTION I PIPE INTO RISER STORMDRAIN SYSTEM EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN *BIORETENTION 'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY PERVIOUS PAVERS DETAIL PLANS OBTAINED FROM RVAILABLEARECORDS X WHICH UTILITIES. I OST CASE CARTE SCHEMATIC PLANS. THESE STING TYPICAL SECTION CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. N.T.S. ES URANIA AVENUE UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING Q " AQUA BRIC PAVERS BY ORCO OR EQUIVALENT UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. q NO SCALE ABILITY CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6 BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE *REMOVAL AND REPLACEMENT OF THE UNACCEPTABLE ABILITY OF THE BASIN. 0 z m PAVEMENT STRUCTURAL SECTION SHALL BE REPLACED TYPICAL BIOINFILTRATION BASIN NOTE: w • ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) o.0070066 '�" WITH A MINIMUM SECTION REQUIRED BY THE CITY OF N.T.S. THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED LsCOASTAL LAND SOLUTIONS, INC. ENCINITAS EXP.09 /30/18 . EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE 577 SECOND STREET sT CI V %\- NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED PPHH (760) 26025 grFOf CA0�E SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED FAX (760) 230 -6026 CLS/ 1421 RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ti-l5 DESCRIPTION: POINT NO. 1024 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: 1018 URANIA AVENUE ��++ LOCATION: 25" DISK IN SIDEWALK IN THE `r3"IG -Iq PUBLIC WORK - DATE: L-K -/7 �� ENCINITAS CA 13443 -V SE QUADRANT LEUCADIA BLVD. AND ENGI S NAME DATE , ORPHEUS AVE., 37' EASTERLY OF SIGNAL ( r PLANNING NA - �° R.G.E. NO.: 70066 JES E O/WENS CHRIST PHER MA OSKU APN: 254 - 363 -07 RECORD FROM: CITY OF ENCINITAS t, 1'�"V REVIEWER L✓ p�17 X2.126 � ELEVATION: 178.543' DATUM: NAVD88 CITY NGINEER DATE INSPECTOR DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 16 -180 TPM SHEET20FPS d•' N N z n PARCEL 1: IMPERVIOUS AREA = 4,411 SF BASIN SIZE 4,411 * 6.5% = 287 SF (290 SF PROVIDED) PARCEL 2: IMPERVIOUS AREA = 5,275 SF BASIN SIZE = 5,275 * 6.5% = 343 SF (345 SF PROVIDED) APN: 254 - 363 -28 EX. 30" CMU WALL AND 6' uWOOD FENCE ON TOP OF WALL R N89' 47' 12 "W 351.43' _ .._. ICI ILiI I � I Ld PCL. 2 0 '(ZETAAAOL WALL APN: 254- 363 -26 FENCE AND PFJC `J[QvczvM1A»L POST EX. 8' CMU BLOCK LIMIT OF 1 S of S SCREEN WALL R GRADING t I CONSTRUCTION NOTES UTILITY NOTES I O1 CONSTRUCT BROW DITCH PER SDRSD D -75, TYPE A 21 CONSTRUCT 4" SEWER LATERAL PER LIND CONSTRUCT BIOFILTRATION BASIN, SEE DETAIL SHEET 2 STD. DWG. S -17, S -25, S -32 TYPE I 2�2 DISTRICT TO CONSTRUCT AT OWNER'S EXPENSE I O3 CONSTRUCT 6" HDPE SO WATER LATERAL AND 1" METER PER WS -01, WC -17 CONSTRUCT 10" HDPE SD 23 CONSTRUCT SEWER CLEANOUT PER LWD STD. EX.-AO O5 CONSTRUCT 12 "X12" BROOKS BOX INLET OR EQUIVALENT DWG. S -25 SIDEWALK UND�QMY`b SEE DETAIL "A" ® CONSTRUCT RIP RAP PER SDRSD D -40, NO. 2 BACKING, T =1.1' BELOW RIGHT PERVIOUSjiPAVEMEN I Q CONSTRUCT GRASS LINED CHANNEL, SEE DETAIL SHEET 2 PARKING AREA G ® CONSTRUCT STRAIGHT HEADWALL 175.`171°5 Q o _ - s 169.D8FL E ' 22 ARCEL 1 ® CONSTRUCT CATCH BASIN, TYPE F PER SDRSD D -07 L ---___ ---7 70 j� -. -. �, 25'SB i -16°� CONSTRUCT STORM DRAIN CLEAN OUT PER SDRSD D -09 Fllr_ U - 1691S:§ I r- \��"� _ „_ , ,69.30fG -_ a_ -.__. - - _ r- i�' - -- PCL. 2 -� �_ OFF= 170.00 1 I 11 � I [ 11 CONSTRUCT PERVIOUS PAVERS, SEE DETAIL SHEET 2 r GRMADING / l�6 ii. �ts�.¢ CUB PAD = 169.33 169.77fS 13X• f PR. B - Nye _ EXiNR COPPER WATER 1® CONSTRUCT CUSTOM CONCRETE PAVEMENT, TYPE 1, SEE DETAIL SHEET 2 - PARCEL 1 FILL - "�� < i ° 13 CR L 6. �k o SECE TO BE ABANDONED - - Z _ 618 1 t6g 459 C' ( °' I AT IN BY DISTRICT AT CONSTRUCT CUSTOM CONCRETE PAVEMENT, TYPE 2, SEE DETAIL SHEET 2 r ° P V PERMEABLE __. . __ 5 tgb+lr_ 't w ; cc P OW S EXPENSE $ PAVING 16969FS` __ _. - - -- _ ti:: :. 175.OFS 12 CONSTRUCT CONCRETE DRIVEWAY 13 S 169.41FS \ 11 0 0 I KFY r AcL (�1� / - r i-- X _86 Wet:, 27.6 N 174.98FS \"/ 13 REMOVE EX. TREE E' •6616 ;F 2 \ 8 Mlt C) WATER - ,•;'165.40TG� WATER FEATURE 21 { oI 7p 171.2 173.$ZfS �57G 14 CONSTRUCT DRIVE APPROACH PER SDRSD G -14A N 164.50FG 16250IE.•.•.•.•.•.. 165.70FL• .. 169.30FG 4 :� 12 t/ /i�1 _ m 1 14I 2 " z 8 161.Z8TG_ _ -�� + m I 175h8FS % RCEL " 15 CONSTRUCT 24 HDPE SD a o g U° `° 5.B 174.93FS1 A EX. 8 PVC PER / h �'167.24FS.. 167t7G SDYYD p1p 16 CONSTRUCT 6" f? 165.50FG o m 4.01E - 163.53iE _ 4 I Q CC�C(7�L� x 165_ "' eacwwsTe - -- - -_- - ** -- �.�° 164.581E 11 w o 47. 33J�- - - i x - z - 10.3 .q ; r SI r5 U 12 4. C - Try 30 _ U� �v EX. LWD SMH 04 -2230 �0 4 -/! -D _ _7 _ 166.T�_. _89 4 - _ - SURVEY NOTES _ ;01 1. TOPOGRAPHICAL SURVEY PREPARED BY MICHAEL D. LEVIN RIM = 164.96 _ r - .164. - _ ,62lOFL _- - 15' g8" :(66.00 9 OR UNDER DIRECTION OF ON MAY 27, 2014 AT THE IE.= 155.41 6 8 1( tPL 54.27 : ( 16'I "- 1t _ REQUEST FROM CHARLES FIELD. .;� 165.10 EX. 6' TALL WOOD " P 3 / - - -� » r •• • NEIGHBOR FENCE EX 8 VCP SEWER I �" -- .uu�1 p'r -, .^.,1 g - PER LEUCADIA WASTE � m _� 16 1t _ 7 �� I' 10 166.30FG - TO REMAIN WATER DISTRICT E . L SMH 04 -2240 ,` �ii NOTES: II 182 �'i j�i` V a Copm%Tfi 7 WIDE EASEMENT RIM= 174.85 ' [ i 3 166.30FG JL EET_ 1. ALL PROPOSED UTILITIES WITHIN THE �6 .e _�^' FOR PUBLIC STR I IE.= 164.05 II PROJECT SHALL BE INSTALLED 8 6 167.00FS 166.(o%FS WAY PER w S 161.00FLJ - 16 1 1 ,u - Orttk1 RIGHT PARCEL MAP I �X. 14" ACP PER X. AC UNDERGROUND. EX. LWD SMH 04 -2200 160.0_ _ -J� PA - 166.91FS S WD WO -82 -101 I `SIDEWALK i RIM - 162.80 - Iso = EA E PARCEL 2 �l , I P I_ _ I EASEMENTS IE.= 153.50 B All S FF= 167.00 I 0 I I a.r C" '� L q PAD= 165.33 N �' I Ol INDICATES 10.00' PRIVATE DRAINAGE __ __ y CMU WALL C-4 a°o 5'SB y - - 16 - �__ 14 I [ EASEMENT FOR THE BENEFIT OF PARCEL 1 A 6 F -- WATER FEATURE / ~ [ PER PARCEL MAP 16 6- .30F G m 10 v 165 166.30FG - 10 o .y z Sg t i0 166 APN 254 - 363 -08N Zn 165 37F 166.2 I , I I 0 I c-, • [ u n 1 � . MATCH EXISTING �z E(i?FT _ _- - - - - r �z w 'ti r . .._ ....._ � _..... _.- ..._..... ° - ..- .- '�k...._._{7 -- may.- -C}- -- � � ./° 1 EX. TALL "OHA1N'- �.. ._ - - _._ _ . -m, A ,-, � - r . -- N89' -•47 -- 45 MW - ?40:&3' __ _ _. _ v � `� � _. _ _ _._ __ _. _ ___ .. __ _ __ C _ _ _ '' .-'r ,� r •' �_.. -; t I LINK FENCE TO REMAIN _ .__ EX. LWD SMH 04 -2210 °`l t PR. SEWER MAINT. ACCESS _�� ®® ___ - APN:�254- .363 -20�� � � I � I '�r RIM = 170.33 I PER LWD DIST. REQUEST IE.= 161.13 NEW WOOD AND STEEL GATE PRIVATE SEWER LATERAL TABLE LENGTH OF DROP TO DEPTH BELOW LOT # STA. # I.E. AT MAIN LATERAL @ MAIN (RISE) I.E. ® HOUSE SLOPE ( %) GROUND ELEV. EASEMENT PAD ELEV. UPSTREAM MH BACKWATER REMARKS EASEMENT (FT) ®EASEMENT (EASEMENT (FT) RIM ELEV. VALVE REQ'D TO IE) PARCEL 1 3 +71.97 158.62 33 1.2 166 19.4 166.95 6.0 169.33 174.85 YES PARCEL 2 3 +07.92 158.26 22 1.2 163 17.0 166.62 6.6 166.33 174.85 YES SPECIAL INSPECTION NOTE: PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,000SF. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 10,000SF OR MORE OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF PCC SIDEWALK (BLACK C OR) 175�+12TC ENCINITAS BMP DESIGN MANUAL. . u4.aarsl MONUMENT NOTES �� � SY c�o.r "A. SSUMOAS aiEJEW �jl"4 S4 o V ', 175.46FS a�6 ' a ° 174.98FS „ ENCUMBRANCES: ' a ,75. ` Fs;1 OA INDICATES FOUND 1 IRON PIPE, OPEN, NO RECORD, IS SHOWN FOR TIE -ONLY PER R.O.S. 21681 \ EXISTING ENCUMBRANCES LISTED BELOW ARE PER A O INDICATES FOUND 2" IRON PIPE WITH DISC MARKED "LS 4306" PER MAP N0. 12124. PRELIMINARY TITLE REPORT PREPARED BY IICOR TITLE ,4 I 1 COMPANY DATED JULY 14, 2016 AS ORDER NO. \ OI5X 1 O INDICATES FOUND 3/4" IRON PIPE WITH CAP MARKED "THOMAS LS 4759 ", NO RECORD. 00416284- 988 -DN1. T 361. O INDICATES FOUND 3./4" IRON PIPE WITH DISC "RE 1604 ", NO RECORD. HELD FOR LINE AS SHOWN. s� 1 5.31FS O EASEMENT(S) FOR THE PURPOSE(S) SHOWN O INDICATES FOUND 3/4" IRON PIPE, OPEN, SEE P.M. NO. 2578. SHOWN FOR TIE -ONLY. BELOW AND RIGHTS INCIDENTAL THERETO, AS J ti f GRANTED IN A DOCUMENT. OG INDICATES FOUND 1/2" IRON PIN, NO CAP, ACCEPTED AS MONUMENT PER P.M. NO. 2578, GRANTED TO: SAN DIEGO GAS AND ELECTRIC t754ifS 174.93FS I W HELD TO ESTABLISH R -O -W OF URANIA AVENUE. COMPANY PURPOSE: PUBLIC UTILITIES, INGRESS W ON INDICATES FOUND 1/2" IRON PIN WITH CAP MARKED "LS 1162" PER P.M. NO. 2578, HELD AND EGRESS RECORDING DATE: JULY 6, 1926 i W l 175.42TC RECORDING NO: BOOK 1220, PAGE 405 OF TO ESTABLISH R -O -W OF URANIA AVENUE. DEEDS AFFECTS: AS DESCRIBED THEREIN. 174.92fS O EASEMENT(S) FOR THE PURPOSE(S) SHOWN t i j MATCH EXISTING BELOW AND RIGHTS INCIDENTAL THERETO, AS ! IMPROVEMENT GRANTED IN A DOCUMENT: GRANTED TO: LEUCADIA COUNTY WATER S _- ` -_. -- S S S DISTRICT PURPOSE: SEWER PIPELINES l Q FE RECORDING DATE: JULY 20, 1967 RECORDING - - - b V cq NO: 1967 - 105967 OF OFFICIAL RECORDS y , 0 AFFECTS: AS DESCRIBED THEREIN. COASTAL LAND SOLUTIONS, INC. z 577 S. No.00Ls 70066 STREET * EXP•09 /30/18 * GRAPHIC SCALE 1"=20' ENCINITAS. CA 92024 PH (760) 230 -6025 sr C iV j \� FAX (760) 230 -6026 CAvfo 0 20 40 60 C S/ 1421 SCALE = 1 " =10' HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S (3. ur DESCRIPTION: POINT NO. 1024 INT. DATE PLANS PREPARED UNDER 'SUPERVISION OF' RECOMMENDED: APPROVED: GRADING PLAN FOR: 1018 URANIA AVENUE �+ LOCATION: 25" DISK IN SIDEWALK IN THE 1- FI- 9 PUBLIC WORK AA - DATE: 11-1 ==17 r � l ENCINITAS, CA 13443 -G SE QUADRANT LEUCADIA BLVD. AND EN NAME DATE PLANNING s1/i4 - JES E 0 ENS CHRISTO HER L MAGD SKU ORPHEUS AVE., 37' EASTERLY OF SIGNAL f• II R.C.E. NO.: 70066 APN: 254 - 363 -07 RECORD FROM: CITY OF ENCINITAS / �_l`` REVIEWER 8 2•p 17J��Zp /� y ELEVATION: 178.543' DATUM: NAVD88 CI GINEER DATE INSPECTOR DAVID CPRON EXP.: 9 -30 -18 DATE DATE PLANNING CASE N0: 16 -180 TPM SHEET30F w 2', - __ - -5 _ --- �:� :� a�� � PARCEL 2 -- - TL Ld So 4 '6 ' 16,5 L — 2 — — w I - - -- �\ -- -166 - - - -- i �vW y �I �I I ( I I LJ_. f f ( f - I w �I p/ d POR. 32 MAP N0. 1992 BMP LEGEND (DURING CONSTRUCTION) GENERAL SITE MANAGEMENT DESCRIPTION U1 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 MATERIAL DELIVERY &STORAGE: WM_1 0 o SPILL PREVENTION AND CONTROL: Wm-4 l�2 SILT FENCE PER CASQA SC -1 - n —a— SOLID WASTE MANAGEMENT: WM -5 O GRAVEL BAG BARRIER PER CASQA SC -6 0000000 • HAZARDOUS WASTE MANAGEMENT- WM -6 ® INLET PROTECTION PER CASQA SC -10 CONCRETE WASTE MANAGEMENT: WM -8 SANITARY WASTE MANAGEMENT: WM -9 O5 OUTLET PROTECTION PER CASQA EC -10 FLOW DIRECTION v �a vd f } } r I } � I ua DESILTING BASIN NOTES: DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. EROSION CONTROL BAG WEIR SPACED AS NEEDED EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT MARE MESH SUPPORT - STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST — 12" MIN. (300mm) I fill iOpllip101!il n nileliiiiljjlljil�'I'•. iiOi,IpO jlli pifill 001j10o�111 III��II , i�g,pi11p10p011,iA101101 , of IIIl01IIIllllljl�� II IIOj011N11 w I ra�i jVyii� SUPPORT ' M SPACING MAXIMUM WRE SUPPORT FENCE 1 OR WOOD POST FLOW 3/4" (20mm IN. DRAIN ROCK I 49 FLOW 9* MAX. (225 m) 8" (200mm) STORAGE HT. 12" MIN. (300mm) / " \F L4 "x6" (100 X 150mm) TRENCH WITH �� \ \� /•' COMPACTED BACKFILL TRENCH DETAIL INSTALLATION NO SCALE WITHOUT TRENCHING NO SCALE NOTES. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE PER CASQA SC -1 NOT TO SCALE S7HAK ER P i� DITCH TO CARRY OFF TO A SEDIMENT TRAPPING DEMCE NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MA� BE USED. WATER SUPPLY & HOSE CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS I_ _ _ _ _ _ _ _ _ ORIGINAL GRADE PER CASQA \FILTER FABRIC SECTION A —A NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 1:=1Ibl1 11111111 �. BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE GRAVEL FILLED BAGS DETAIL GRAVEL BAG Q ESS STACKED TIGHTLY PLACEMENT c F NO SCALE PLAN VIEW COASTAL LAND SOLUTIONS, INC. � Q Z 577 SECOND STREET LIS 70066 GRAPHIC SCALE 1" =20' NO SCALE • 8 ENCINITA)S, CA 92024 EXP.09 /30/1 PH 7606y 230 -66026 sTq ctvAI�FO P o 20 4o so GRAVEL SANDBAGS PER CASQA SC -6 CLS/ 1421 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. FN FIN I uvu S V L - 5-� DESCRIPTION: POINT NO. 1024 INT. DATE PLANS P RgPARED UNDER SUPERVISION OF RE OMMENDED: APPROVED: GRADING PLAN FOR: 1018 URANIA AVENUE LOCATION: 25" DISK IN SIDEWALK IN THE PUBLIC WORKS IVA - DATE: IZ-OL - ^ /�P/�/I�L� G ENCINITAS, CA 13443 -G SE QUADRANT LEUCADIA BLVD. AND ENGI E MRS AME DATE ORPHEUS AVE.. 37' EASTERLY OF SIGNAL PLANNING ^�t4 R.C.E. NO.: 70066 JE E OWENS CHRIST PH R L MA OSKU RECORD FROM: CITY OF ENCINITAS c REVIEWER / APN: 254- $63 -07 ELEVATION: 178.543' DATUM: NAVD68 CITY GINEER DATE DAVID CARON EXP.; 9- 30 -18 —r 17 �L /Ld INSPECTOR DATE DATE PLANNING CASE NO: 16 -180 TPM SHEET40F E <- 1 .1 I