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2016 12426 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION WORK TO BE DONE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN LAW AT (760) 420 -2810, 24 GRADING PLANS FOR. ACTIVITIES ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. CONCRETE WASHOUT 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 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 DURING CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 2. CITY OF ENCINITAS STANDARDS. OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, VULCAN SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. POST A SIGN DESIGNATING THE WASHOUT LOCATION. DESCRIPTION STD. DRAWING NO. SYMBOL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY 0 F ENCINITAS, CONSTRUCTION SIZE ACCESS ........................... NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS ENGINEERING INSPECTOR. PROPERTY LINE .... - - - - 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 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TO AN APPROVED DRAINAGE FACILITY. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL CENTER LINE .. ............................... - 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY COUNTY OF SAN DIEGO PANELS/PLATES. EASEMENT LINE ............................... . UTILITY NOTE THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONSTRUCTION VEHICLES LOT LINE .... ............................... . ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PAD =126 PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, PROPOSED PAD ELEVATION ......................... . 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EXISTING CONTOUR (MAJOR) ............. GENERAL NOTES INCORPORATED HEREON. s EROSION CONTROL 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT EXISTING CONTOUR {MINOR) .......... - - - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS THE CONCLUSION OF EACH WORK DAY. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL U PROTECTED FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING AGAINST EROSION BY D BONDED EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND EXISTING WATER . ............................... - -- ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY CHANGES OR REVISIONS DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND COVER VEGETATION, AND BONDED FIBER MATRIX. EXISTING SEWER . ............................... - - - - -- s - - - -- THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. EXISTING FENCE .............. - - 2. THE SOILS REPORT SUBJECT "GEOTECHNICAL INVESTIGATION, PROPOSED FOUR UNIT CONDOMINIUM STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP f IMP DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL EXISTING TREE .................. DEVELOPMENT, 1265 NORTH VULCAN AVENUE, ENCINITAS, CALIFORNIA PREPARED BY HETHERINGTON .............. . ENGINEERING, INC. DATED 05 -18 -2015. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE NOTES HERMES AVENUE PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. a PROPOSED CONTOUR (MAJOR) RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. � :SlTE _ ° 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY REMOVE EXISTING VEGETA11ON ONLY WHEN ABSOLUTELY NECESSARY, LARGE PROJECTS SHALL BE CONDUCTED IN PHASES PROPOSED CONTOUR (MINOR) ........................ 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES ¢ S OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. Lu ao TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; CUT 4. WRITTEN PERMISSION MALL BE OBTAINED FOR ANY OFFSITE INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION CID VULCAN AVENUE THEY HELP DECREASE EROSION. DAYLIGHT LINE .. ............................... GRADING. AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. + , , 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR DIRECTION OF DRAINAGE ........................... -- PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE MODIFIED WITHOUT A PERMIT FROM THE CITY. OLD HIGHWAY 101 EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL PROP. BIO- RETENTION BASIN ....... . ................ REPLACED OR REPAIRED TO CONDITION 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO GRASSES TO SHIELD AND BIND THE SOIL. PERMANENT STORMWATER TREATMENT BMP EXISTING PRIOR TO GRADING. TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. NOT TO BE ALTERED WITHOUT CITY PERMIT 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. RIPRAP NO. 2 BACKING........... . DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL TURFAANDSCAPED AREAS. ENGINEER OR A LICENSED LAND 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. EXISTING CMU RETAINING WALL ........................ SURVEYOR. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. PROPOSED CMU RETAINING WALL ...................... . 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ON -SITE CONSTRUCTION MATERIAL STORAGE SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL PROPOSED 6' HIGH FENCE ......................... . SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AN ADEQUATE IMP/BMP. STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY PROPOSED CONCRETE FLATWORK .................. . • B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT T�/ CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES a - HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. A PERMIT FROM THE CITY. VI C I N I VICINITY MAP KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. PROPOSED PERVIOUS PAVER ......................... r NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE NTS STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. ; t 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER .OWNER SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. CATCH BASIN .. ............................... ❑ ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, STORM DRAIN . ............................... - - - "- SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE RYAN AND PAMELA LAW TRAINING - - - - 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUC11ON SITE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT 1265 NORTH VULCAN AVENUE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR PROPOSED SEWER LATERAL PER LWD S -17 ................ - -QS WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY ENCINITAS, CA 92024 WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES MALL BE AVAILABLE ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED (760) 420 -2810 TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SITE ADDRESS WASTE MANAGEMENT GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED BE PROVIDED STATING: "THE GRADING UNDER PERMIT 12184 -G HAS BEEN PERFORMED IN INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE, 1265 NORTH VULCAN AVENUE DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE ENCINITAS, CA 92024 SYSTEM IS STRICTLY PROHIBITED. CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. NOTIFICATIONS APN: 254 - 253 -24 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. STATEMENT OF ENGINEER OF WORK FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE OWNERS CERTIFICATE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND UNDER HIS SUPERNSION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT PLANS. PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCEPTABLE FOR THEIR INTENDED USE. CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID VERIFICATION AND LOCATION OF UTILITIES AND NOTIRCATION OF COMMENCEMENT OF WORK: CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL A. SEWERS - LEUCADIA WATER DISTRICT - (760) - 753 -0155 PLANS WHICH THE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN D. TELEPHONE - SBC BELL - (760) - 489 -3411 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS SITE. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND OFFICERS, AGENT'S, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY ADVISE ON THE COMPACTION AND ST ILITY OF THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL WORK ON THIS PROJECT. PHONE: (760) -633 -2770. p PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: SIGNATURE: DATE: 9.2$�-IS SURFACES. OUT OF THE WORK PERFORMED BY THE ENGINEER. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO RYAN fA. LAW FOR PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REACTION AND REMOVAL THE SHED AT VULCAN, LLC ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL RYAN A. LAW SIGNATURE: DATE: 9 -Z9 l� BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A IMPERVIOUS AREA 1265 N. VULCAN AVENUE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE DAVID V. CARON NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR ENCINITAS, CA 92024 ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. R.C.E. NO. 70066 EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,063 SQFT (760) 420 -2810 EXP. DATE: 09/30/16 ESStq�, REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN IMPERVIOUS AREA AFTER CONSTRUCTION: 5.779 SQFT SAN DIEGUITO WATER DISTRICT NOTES: Q V 'yC ACCORDANCE WITH THE GRADING ORDINANCE. INCREASE IN IMPERVIOUS AREA: +1,716 SQFT (92 SQFT) DRIVEWAY Cq �n 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS COASTAL LAND SOLUTIONS, INC. c o PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE IMPERVIOUS AREA REPLACED: 0 SQFT SOILS ENGINEERS CERTIFICATE OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 577 SECOND STREET ° Z^ AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ENCINITAS, CA 92024 No.CO70066 10 DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR PH (760) 230 -6025 D(P.09/30/16 AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL EARTHWORK DATA ETHio, CALIFORNIA, PRIALLY DOING N BSI SAMPLING E IN THE FIE D OF APP LIED SOIL STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. FAX (760) 230 -6026 srq cl v ik- 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN p•iy�`yy MECHANICS, HER BY 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED OFCAL� STEEPEST EXISTING NATURAL SLOPE ON -SITE - H : CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY - 2.0 �.,.� V `��' C'r. � CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED PROPERLY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE MAXIMUM VERTICAL DEPTH OF CUT = 1.8 m P1o.397 0z ON MAY 18, 2015. ONE COMPLETE COPY OF THE SOILS REPORT a „ WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS HAS BEEN SUBMITTED WITH MY RECOMMENDATIONS, PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO MAXIMUM VERTICAL DEPTH OF FILL = 0.9 Fib. Date COMPILED FROM THIS STUDY, UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE �`� � GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY BMP PROJECT STATUS CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF CUT = 270 C.Y. FILL = 2� C.Y. j SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE EXPORT = 250 C.Y. or PLANS AND SPECIFIC FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT REMEDIAL = 205 C.Y. MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, SIGNED 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. STANDARD TREE REMOVAL. OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE MARK D. ETHERINGTON R.C.E. 30488 EXP. DATE: 3/31/2016 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL _ S $ Ur L 1-S- DIEGO GAS AND ELECTRIC VAULTS. CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF HETHERINGTON ENGINEERING, INC. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. SHEET INDEX EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. 5365 AVENIDA ENCINAS, SUITE "A" WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. CARLSBAD, CA 92008 -4369 yi (,(� Z r O 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT N4 -LEAD BRASS BE USED IN THE CONSTRUCTION SHEET NO. 1: TITLE SHEET LEGAL DESCRIPTION PROJECT NO. 7018.1, LOG NO. 15689 DAVSD J CAROM RC.E oAvv OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHEET NO. 2: GRADING PLAN SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS, SHEET NO. 3: EROSION CONTROL PLAN THAT PORTION OF LOT 10, BLOCK 2 OF SOUTH COAST PARK, IN THE CITY OF ENCINITAS, 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL MAP THEREOF N0. PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. SDWD W15 -070 1776, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON JANUARY 11, 1924, LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT COASTAL LAND SOLUTIONS, INC. AS DESCRIBED IN DEED GRANTED TO LAW RECORDED ON DECEMBER 10, 2008 AS FILE NO. 2008 - 0630216 OF OFFICIAL RECORDS. PUBLIC SEWER SYSTEM APPROVAL 577 SECOND STREET APPROVED BY: LWD DISTRICT ENGINEER PH (760 CA 92024 _2 Sl� 'f -r PH (( 233- -625 �W 2 �; 23 If V q /G /h - /5- /S Z 5 FAX (7-) 230 -6026 STEP EN DEERING, RCE DATE 6 1!5/ °'- CLS #1030ENG ate SIGN DATE SIGN ,DATE SIGN ATE N DATE IGN DATE DUDEK EXP DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. uvu 4S- (11[.TSK0*13 (f 3/1/17 3• I •'1 DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -04. L.S. 7322" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JQO APPR GRADING PLANS FOR: LOCATION: f 4.5 FEET WEST OF THE CURB IN THE DRAINAGE BOX INLET AT THE HORIZONTAL:1" = 10' DATE: VULCAN AVENUE 12426 -G NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS. / M N' RECORD FROM: VERTICAL:1" = 2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN: 254 - 253 -24 ELEVATION: 67.639 to/z/15 /o1XII-1s DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 14 -251 DR /TPM /CDP SHEET 1 OF 3 Q C/ Q CONSTRUCTION NOTES: BMP CHECKLIST NOTES: E6s �.v r EP Er, 65 8 (" <r f ��_ se s 1 SELECT PLANTS THAT MATCH THE EXISTING LIGHT CONDITIONS THEY v EP - _ �_ .____ ___ _ _.� �` A E f ; - A' ; _ r v Y ( CONSTRUCT NOS 12" SQ. CATCH BASIN, SEE DETAIL BELOW ) WILL GROW BETTER AND REQUIRE LESS WATER ae r' I "'` S AND SOIL DRAINAGE CONDITIONS TO P �-sv.o � �-? - � � � t� s�''� -� 1 -� 2) MATCH SURFACE ANT MOISTURE _.� CONSTRUCT BROOKS BOX 12X12 /,� REQUIREMENTS CD a:.a .a usa �,_ ,r3 65.7 ( / CONSTRUCT MASONRY RETAINING WALL 3) SELECT PANTS THAT GROW WILL IN THE TEMPERATURE RANGES OF THE J e, SW �J es.a �, nW Fga ss.a -� r,: AREA "s SWhk.E o3.9 BA.i -'� pg SWALE pc L. §�.5 F5 /..^ f Fs Fs Fs ® PERMEABLE PAVERS, SEE DETAIL BELOW 4 SELECT PLANTS THAT ARE REGIONALLY ADAPTED TO THE AVERAGE ( EX. LOUD SMH / f f EX. OVERHEAD ELECTRICAL ) r fC RAINFALL OF THE AREA N0. 01 -1180 r EX. 8" P J J f TO BE UNDERGROUND F" �5 CONSTRUCT CONCRETE HEADWALL WITH RIPRAP DISSIPATOR, SEE DETAIL BELOW sm RIM -59 2 f ' 8. NP / » 5) PRESERVE ESTABLISHED VEGETATION GROWING ON A SITE; IT HAS AN 2 +50 T Fs (a' TA. (1 0 I.E. 48.65 1 +50 l C/L JASON N S TR E E'1 2 00 f �f 0 REQUIRES LESS IRRIGATION WATER THAN - - - - -- - - 3+0 7 CONSTRUCT PRIVATE TRENCH B OUTLET PERESDRSD D25 BELOW - - -�- - -` >- - J -- - - - , -- - - -_- -- - - _ -} I- 1 O 6) SPACE PLANTS DACCCO DINGDTOHTHEIR MATURE SIZE TO REDUCE PER R S N0. 21043. j \ COMPETITION FOR WATER W 3/4" IRON PIPE, -f: z r, / 5 - _/ l�8 CONSTRUCT NEW SDGE TRANSFORMER bel MONUMEkT_TQ BE DESTROYED BY s -? t s� \ \ `5 s' EX FWD SMH 7) CONCENTRATE SEASONAL COLOR IN SMALL HIGH IMPACT AREAS TO v4, R „ \ `= N • `1 -a .. Q9 INSTALL 1 BRONZE COMMERCIAL/REDSIDENTIAL FIRE HYDRANT REDUCE OVERALL WATER REQUIREMENTS 2 0 060 z CONSTRUCTION. \ \� EX. 8 PVC `6 Ju RIM 67.4" R*A 8) AVOID CONSTRUCTING RAISED BEDS UNDER TREES DUE TO ROOT ` M -10 PER FINAL PARCEL MAP to y cn I.E 54 79 L » COMPETITION FOR AVAILABLE WATER - - -- p, _ ,; , . - -,..._ .a -- -- .J _______ t� ___.._,��. \, °"ate__..._... g3,c--__ -__.. l'y - �.__�.. yy ._.._._,__ f4�v EN''' - -_ _ �...a j - � 110 -SF WITH 6 -DEEP BOfOM -- '�? - d - }- __v' __. __ _._._._. ,n, 9) DEVELOP A LANDSCAPE PAN BEFORE DESIGNING AN IRRIGATION SYSTEM f Q a BIORETENTION TREATMENT BMQ n I "{ a 10) INCORPORATE SHADE TREES INTO THE ANDSCAPE TO REDUCE E7.2 -. fib 7 Er I 82. EP FL F 1' O UTILfTY NOTES. I (4% IMPERVIOUS SURFACE DRAINING. TO Fij i a r ` `Ps E IMPROVEMENT PAN �. EVAPORATIVE WATER LOSS _ i ___ - -- Sffi R/W IMPROVEMENTS I sa z _s- _ _ F__ -_ Y ____� _ _ � TCs '�" 11 SELECT AND GROUP PLANTS ACCORDING TO THEIR WATER NEEDS AND P _ 3 - - __ CONSTRUCT SEWER CLEAN OUT PER LOUD S -25 -17, S -25, S32 ) DROUGHT TOLERANCE , CONSTRUCT PVC SEWER LATERAL PER LOUD S . ° . � E 4 PVC, S -1 L -19' 12j DIVIDE THE ANDSCAPE INTO WATER USE ZONES ! 1 57.021E 58.431E - 56.711E 59.751E .. 13 AVOID SMALL IRREGULAR- SHAPED (SAND PLANTINGS IN TURFGRASS \ C :: 3 " s�. 3 66.53FS 67.4otW Hq.3' - -st.+ TO IRRIGATE N7416 32 E 147. ea %% -, �= ; 66.99BW / Fs -� ea. _. J i _. AREAS BECAUSE THEY ARE DIFFICULT EASEMENT- 14) CONSIDER IRRIGATION SPRINKLERS WHEN DESIGNING TURFGRASS AREAS ABANDON EX f ^61.67TC �� fi2.57FS' W 63.69FS 65.66FS 65. 2FS W W AND PLANTING BEDS -WATER LATERAL f -_ _ 61.001E 62.50TG �' �63.77TG g 4 "PY/C; S =1.6�, L =10 1 _ C C ---�1 4� C 6- C a �1 PUBUC PEDESTRIAN EASEMENT PER PARCEL MAP 15) MOVE OR ELIMINATE PANTS NOT SUITED TO THE EXISTING SITE _- .. +_60.77FG 61.161E 4 PVC L =34 / 63.051E 1 - - -- - --- _�_ -_- -- - ea 1 = ' - - - - - - - - - - - - - - �- r , - O PUBUC UTILITY EASEMENT PER PARCEL MAP II ? 3 63.75FS � i� �� 65.16F5 � , < CONDITIONS AND IRRIGATION 5 61.00FG f/1 ;ESZFS/� -WPUBUC WATER EASEMENT PER PARCEL MAP J 60.53FG M12 �'`u ` 63.00FS 1 63.899 $ 63.90FS ` H S 65,201 65.07FG ) 6S o4TG ap ' _ -. _ _ J_.- 62:$IIE 63.90FS F `f`/ 163.B,FSr 55 - ` 0 62.601E , 64.50TG 3 63.891E ,� MONUMENT NOTE: ' a.e 59 75F -- \ 62.41FG $ 1 i ,'� T 62.911 5.20FS » Fs_ r NOS 12" SQUARE 2 HOME 1 j ley } HOME 3 NDS 12 SQUARE POLYOLEFIN GRATE W EX. 8f AC 1 7; S o� / =63.10 v 4 °' i Og�64. FS 3 .O% `l , , /i 65.16FS /GB II 3 -` �1 FOUND 3/4" X 18` IRON PIPE AND DISC MARKED "LS 7959" / if er- i I 1 / HOME, 2 i 38 FF -65.30 4 PVC, S =1.6 L =25' PER ROS NO. 21043, UNLESS OTHERWISE NOTED. TAPERED U.V. INHIBITORS. OR 'n ) 8 PAD =6235 f r N I ( POLYPROPYLENE BRONZE GRATE. FF -64.00 I C4P d �; t -,' i �• PAD -64.55 ; MONUMENTS TO BE REPLACED IF DESTROYED DURING CONSTRUCTION. 3 6c, i CATCH BASIN W EX. il0' 63 :05FS / PAD--63.25 N I % �,�s r �` � r � i " 12 SQ. WIDTH o,� - . ,. Y_1 ' II APN: 254- 25}T -24 U.V. INHIBITORS. i ea 62.30TW _ 0 64.28FS °' o X` I H -14 '� /J _tr I ' I ' FfRE PROTECTION NOTES S� SLOPE 60.966W �� v 62 84T 63.52FS 64.2fiTG 4, I a �� - 20.QO` < < ° �� r__ ' 6Z' 6!I.ONE. � } ` � P II II � l 1) PROVIDE FIRE FLOW FROM WATER DISTRICT. INSTALLATION SHALL BE AS " 64.86TG ? SETB C 62.49FS r`Y 63Z�JFS . ' ' , G Ra T II+ 1 ! 6'` PER SAN DIEGUITO OR OUVENHAIN WATER DISTRICT SPECIFICATIONS, 65.10FS : 69.1i`IE i ! j 62.30TW '', �' 63.tOFS "I�� 64;85FS ° 2 \' WHICHEVER IS APPLICABLE. w H =O.' 62.88FS n r ss.e c 61.0'IBW 1- ' , r ' , -; . v 2) INSTALL TWO -SIDED BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4 rs I I, w OWER T, �CONN -� a a 67.12iN ,� » 0 PI,UMBI i ` 6 t, 4 4 fi }J _ ;o >.; If _ 64.908W H1.9 TO 6 FROM CENTER LINE ON HYDRANT SIDE. '- EE ARCHI R ?Y I l.l:i I- - - - 3) PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION I; a,, _. ( cn \ ! YARD AREA = 64.63FS a 5.00 o `� k „ 1J% �, 4 6 W BLDG STEM \WALL MATERIALS TO THE PROJECT SITE ALL THE FOLLOWING CONDITIONS, - { ^ - DRAIN t S A o0 SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: NNECTION �. �� fJ?� � , . r. - 1 �:. , , .. BY OTHERS �,` ,., ° • 41 I a �2 GARPii : ' r7C . , r AR ITECTURAL f� - } ` '; ' 'E C r ; 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED - -: J 1-, r 64.97FS I O ,1. i t_% - / 62.90ES j J • ; X" I t Y r . `: . ' 66.IOTG cn BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY; 1 t / A 6Z89FS i �� X >- � � � r 1 w 2. ALL FIRE HYDRANTS SHALL BE INSTALLED IN SERVICE AND ��. 6' WI X 0 LONG X 6" D EP 61.97TC 62.76FS 63.02FS , t ,r {% <`` 6:1.091Es cf) 62.96 ; „ {` , al i I ACCEPTED BY THE ARE DEPARTMENT AND APPLICABLE WATER DISTRICT. m.' (12 SF) 61.101E I BIORETENTI TREATMENT BMP L$43'.. -.- 4- _ - r 0TH RS $ 4) FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED �P .. 3 65.16FG I TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS LL r T - i (4% OFiIM ERVIOUS SU FACE 61.OlFG :62.98FG v� r° d EX. FENCE TO 1_a P � �I AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO _ r • =7 { , s .a -, , 1 DRAINING TO IT) ,; ; r . ° " ME 4 BE DEMOLISHED s t 62.96FS Sc 62.9079 63 o1FS v; r ` 84.51TG ° "64.67FS 65.05FS o PROVIDE ALL- WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3. t t 5 1 _ II a` 616879 1 s 4 ff 65.30 6g " 60.16FL 1 2 82.$2FS 61$GIE 6 ' ( 63.tOFS. ° P COMPACTED SOIL j 7 60.fe1E 62 8079 r 4 PAD= 64. t k ,64.61FS 3 DRILL WEEP HOLE I i 6 •11 fL ?` - c� DG PA110 REC ROAM 1 61.131E f 65.20FS GRAVEL BASE a TO 6" TYPICAL OF 4 PACES AT CARPORTa I 0.13 fL -- f I THICKNESS =6" FF =6310 d ° -- ---- DEEP BELOW BASIN. TO p z t _- . ,) 3.0% ° - .. �� ti i � BTM CORNERS. I ! C I ~ f -+ �% PAD =62.35 II - Ti I < ac�l 6' FENCE TC PER PLAN 6» PREVENT STANDING WATER. u} i 5 ` "` 62.82FS 64.51FS 65.18FS" 65.19FS J' " NOTE: (_ u _ L 1 IRON PIPE WITH LEAD PLUG, GRATE TO BE ATTACHED TO CATCH BASIN WITH II ° I " EX. STREET 60.61TC ` - - 63.21FS.. - r , '' d Ir' R ROS N0.21 i� /i A- SCREW PROVIDED AT TIME OF INSTALLATION. TO B REPLACE I PVC S =1.0� L =14' 4" VG - ` - - - - - _ - - - - 65.1 o NO DISC 3 r 4 F1VC; =1,8 %, L =22 m 6.O131E., _�__�_ -- - =_ - -__*- - - °- F -1 r . � -, � � S PE 043 - r�.g- _. _.- _ _w_.__ _ _ _ NDS 12" SQ CATCH BASIN T) INSTALLATION U) A a " �I t , 62.51TG 1 P L 62.6179 f 62.301W H =0:3' 61.451E 61:591E 91.91BW 64.OITW I. f 62.55FG H =0.3' . 62.75PG 4 „ PVC, S =1.07, L =14 s64.29TW -. 63.0179 N7416'37`E 147.33' 64a07G cY5 6C.1$TW 65.1179�� ` P ,66.391W 65.0579 66.45TW H =1.2' H =0 8 1 1 a H =0.5 -l!J N =1.2 1 65.OSBW CA ~- LANDSCAPE APPLICATION - NTS 62.628W 61.851E H =0.6'�y 62.511E ? 65.08BW 63.201E 1, 65.03BW 69A91E 64.30FG ES 'tls' 3 1 4" PVC, S =1.87., L =26' a PVC RETAINING WALL p PER SDRSD C -3 BROOK OW2X12 APN: 254-253 -22 D 0. 2 BACKING L R P OR EQUAL SEE PAN FOR 560 -C -3250 CONCRETE R/ TG AND IE SEE PLAN FOR ELEV. PVT CURB OUTLET PERDEDICA710N 6.5' SDRSD D -25 - PRIVATE SEWER LATERAL TABLE STREET STATION OF INVERT AT LENGTH DROP LATERAL LATERAL GROUND DEPTH BELOW PAD UPSTREAM BACKWATER SEQ. N0. LOT N0. LATERAL AT MAIN IE OF TO MAIN ELEV. AT ® SLOPE ( %) ELEV. AT PL ELEV. MH RIM , VALVE REQD REMARKS 577 SECOND STREET `� No.0070066 MAI ENCINITAS, CA 92024 LATERAL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, P.L. IE PH (760)) 230 -6025 FAX (76b) 230 -6026 PL PL TO IE FT. ELEV. CAS HOME 1 LOT 10 1 +67.36 50.98 25 1.3 57.02 19.9 62.57 5.55 62.35 67.40 NO THICK OF 1 /8" TO 3/B" 2 HOME 2 LOT 10 1 +94.17 51.57 25 1.3 58.43 23.5 63.69 5.26 63.25 67.40 NO HOME 3 LOT 10 2 +39.91 53.26 25 1.3 59.75 22.1 65.92 6.17 64.55 67.40 NO HOME 4 LOT 10 2 +48.65 52.99 25 1.3 56.71 10.3 65.66 8.95 64.55 67.40 NO A¢C NSTRUCTION - • -12 "-� I - CHANGE IS REQUIRED IF THE PROPOSED WATER SERVICE IS NOT CONSISTENT RETAINING WALL WITH THE APPROVED WATER METER DATA CARD. R SEE PLAN FOR IE -�- -�- " BUILDING FACE GRAPHIC SCALE 1 " =10' CONCRETE HEAD WALL - _�� EX. SURFACE ESS 2 N FF =65.30 0 10 20 30 v. �y EASEMENT FOR PUBLIC � �� 0�� COASTAL LAND SOLUTIONS, INC. o = A RIGHT -OF -WAY PER PM Z �5 PR. SURFACE 577 SECOND STREET `� No.0070066 PR. STORM DRAIN ENCINITAS, CA 92024 EXP. 09 /30/16 * MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, PH (760)) 230 -6025 FAX (76b) 230 -6026 Jj CIyIL P 9�OF STORM WATER MAINTENANC AGREEMENT RECORDED, 2015 6 "X16" PCC FLUSH CURB 2 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. CAS CLS #1030ENG OR DEEPENED G -1 CURB AS DOC. NO. 2015 -sIzas OF O.R. DETAIL B LENGTH AS SHOWN ON PLANS B BEDDING COURSE - V , SCALE 1" = 10' tANGE NO. DESCRIPTION APPROVED DATE THICK OF 1 /8" TO 3/B" 2 BENCHMARK THE INFILTRA11ON AND STORAGE ABILITY OF THE BASIN. Al- 8 L SAVM i Fi IULL 3 I 7 ( (NO.8) AGGREGATE 4 - ; DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC -04. L.S. LOCATION: t 4.5 FEET WEST OF THE CURB IN THE DRAINAGE BOX INLET Al NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS. RECORD FROM: ELEVATION: 67.639' DATUM: NAVD88 o THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASE ON S= PER PIANO '':.: CHOKER COURSE - 4 THICK ENCINITAS STORM WATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE I 9 „ „ „ f0 h d _ • _ x ..• OF 3 8 TO 1 2 N0.57 BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 6 F Y CRUSHED ROCK ( ) PROPOSED IMPERVIOUS SURFACE = 6,600 SF • ' , ..,,..,;; REQUIRED BIORETENTION AREA = 6,600 X 4% = 265 SF SECTION A -A 8'0" „ ?- PROPOSED AREA = 270 SF END VIEW MIN. 6 THICK OF 3/4 (NO.2) CRUSHED ROCK SOIL SUBGRADE DETAIL A - BIORETEN11ON ACO KASSDRAIN 0.5% SLOPED CHANNELS SHALL BE N.T.S. CONNECTED TO CREATE CONTINUOUSLY SLOPING RUN. PERMEABLE PAVERS DETAIL PLANNING AND BUILDING HALF METER CHANNELS AND NEUTRAL SLOPING CAUTIONI CHANNELS ARE ALSO AVAILABLE. INSTALL PER um. N.T.S. EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE MANUFACTURERS RECOMMENDATIONS. -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC " -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION B WIDE TRENCH DRAIN -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE N.T.S. -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY SIGN *ATE - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED v,,ENGINEER OF WORK OF ANY DISCREPANCIES. SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:JQO APP ED' GRADING PLANS FOR: HORIZONTAL:1" = 10' DATE: 9-L15 ^,4• AA i- VULCAN AVENUE 12426 -G VERTICAL:1" = 2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN: 254 - 253 -24 10 f Z/ Is /az /Lllu DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 14 -251 DR /TPM /CDP SHEET 2 OF 3 t - • -12 "-� I - - - - 2% 5% 2 " -3" HARDWOOD MULCH ACO KLASSIKDRAIN K100S S SEE PLAN FOR IE -�- -�- " FRAME AND GRATE, OR EQUAL - CONCRETE HEAD WALL - - i 2" - 3/8" GRAVEL 2 � 2 N NT$ 6 6" - 3/4" CRUSHED ROCK ** � �� 0�� 2 VOID FILLER - 1/8" TO 3/8" (NO. 8) * *610 RETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL APPROVED PERVIOUS A AGGREGATE IN VOIDS M MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, BAR P PAVERS W/ MIN. 3/B" VOID 6 6 "X16" PCC FLUSH CURB 2 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. OR DEEPENED G -1 CURB LENGTH AS SHOWN ON PLANS B BEDDING COURSE - V , * *r CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE -.4 I o o T THICK OF 1 /8" TO 3/B" 2 ,. * THE INFILTRA11ON AND STORAGE ABILITY OF THE BASIN. 7 ( (NO.8) AGGREGATE 4 - ; S= PER PIANO '':.: CHOKER COURSE - 4 THICK ENCINITAS STORM WATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE I 9 „ „ „ f0 h d _ • _ x ..• OF 3 8 TO 1 2 N0.57 BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 6 F Y CRUSHED ROCK ( ) PROPOSED IMPERVIOUS SURFACE = 6,600 SF • ' , ..,,..,;; REQUIRED BIORETENTION AREA = 6,600 X 4% = 265 SF SECTION A -A 8'0" „ ?- PROPOSED AREA = 270 SF END VIEW MIN. 6 THICK OF 3/4 (NO.2) CRUSHED ROCK SOIL SUBGRADE DETAIL A - BIORETEN11ON ACO KASSDRAIN 0.5% SLOPED CHANNELS SHALL BE N.T.S. CONNECTED TO CREATE CONTINUOUSLY SLOPING RUN. PERMEABLE PAVERS DETAIL PLANNING AND BUILDING HALF METER CHANNELS AND NEUTRAL SLOPING CAUTIONI CHANNELS ARE ALSO AVAILABLE. INSTALL PER um. N.T.S. EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE MANUFACTURERS RECOMMENDATIONS. -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC " -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION B WIDE TRENCH DRAIN -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE N.T.S. -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY SIGN *ATE - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED v,,ENGINEER OF WORK OF ANY DISCREPANCIES. SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:JQO APP ED' GRADING PLANS FOR: HORIZONTAL:1" = 10' DATE: 9-L15 ^,4• AA i- VULCAN AVENUE 12426 -G VERTICAL:1" = 2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN: 254 - 253 -24 10 f Z/ Is /az /Lllu DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 14 -251 DR /TPM /CDP SHEET 2 OF 3 t LtUGADIA WASTEWATER DISTRICT SEWER LATERAL 170_�K 3 NBC FOR MINOR GRADING PLANS B M NO� 1776 7� 7 17 LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF -67 1 Fp "g, WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS -p C-1 Ep DISCOVERED DURING OR AFTER CONSTRUCTION. EP --A 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA f A Ep WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD i - M.7 SHAKER PLA I _�WALE AC SWALE DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT 6� CONFUCT THE LWD SEWER STANDARDS SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN K) AND E REGIONAL STANDARD v�A ":p BQQ TH ION AN Ep, cr DITCH TO CARRY EP ui -62.3 / EP -63-2 6 1 GOVERN. 5�7 _ RUNOFF TO A SEDIM T EP AC \_65 0 At 7� 8 66.8 -i I , FS s 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED TRAPPING DEVICE SWALE 9 6417 - i SWALE LM5 FS FS FS I/ FS AT ALL TIMES WITHOUT EXCEPTION, A ✓ 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE NOTE. 15SH2 0 JOBSITE AT ALL TIMES. MANY DESIGNS CAN BE S.ki 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE FIELD FABRICATED, �Tl I � I, MAY JASON STREET OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE FABRICATED UNITS I I I I/ /I 1/� / / DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE BE USED. s WHATSOEVER TO LWD. LLJ , %t \--61,2 6"�.5 WH WATER SUPPLY F5 62.9 64.4 _sc'5 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR & HOSE L,.7 FS FS FS FS 0 CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO 159.3 - 0 Zy CONSTRUCTION. CRUSHED AGGREGATE GREATER FS 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY 66 THAN 3" BUT SMALLER THAN 6' 0 CORRUGATED STEEL PANELS w w w w w OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, _T OR W w W w Fill PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 0 IGINAL GRADE r-59 9 60.3 \\EOPI.2 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING EP EP 0 gin _J_ ----- - PRIOR TO CONSTRUCTION. 58.7 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT L_ EP 12' MIN, UNLESS OTHERWISE \FILTER FABRIC PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO SPECIFIED BY A SOILS ENGINEER NCE OF ALL UPSTREAM WORK BY THE LWD - - - - - - - - - - - - Ep Ep b -, 3 INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. F'p SECTION A-A A 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS I 'E 147 33 NO SCALE N7416'32' OTHWERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. C2&� 5 lt A 2-INCH HIGH "S* SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY T V THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE WIRE SHALL CONSTRUCTION ENTRANCE PER CASQA TC-1 q 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 NTH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHOULD EXTEND ABOVE GRADE UNTIL lvw� < 5 2 2 < 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, STEEL OR WOOD POST AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL L 41L- ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES A A L F RIC 4 TT cH FITER AB �l I I SECURELY TO UPSTREAM Er 11 WIVI-3 N AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD SIDE OF POST 0 INSPECTOR PRIOR TO PAVING. wm Ij II 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE NTH Ep FLOW GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. 5 < FOR INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE V) rfl: TiNS-8 i 7 SADDLE ON THE EXISTING PIPE AND MARK THE PIPE NTH AN OUTLINE OF THE PROPOSED CUT-IN 5 INSTALLATION. V i -101 PRIOR TO INSTALLA CUT-IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ------- ZA INS ACCEPTABLE LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE IV SPACING WITH (1.8m) MAXIMUM SPACING WITHOUT INSTALLATIONS SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING 5 -32 TYPE 11 WIRMPORTMFELCE ps cil f REPAIR, FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END 6 WIRE SUPPORT FENCE WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR STEEL OR WOOD POST u) --j INSERTING WYES INTO AN EXISTING SEWER. 36' (1m) HIGH MAX. cm ROR. 10 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS -Z m"a-l"m co PONDING HEIGHT PONDING HEIGHT NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S-32. IF P O F NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER - -PASSED BY PUMPING OR PUMPER TRUCKS FOR SHALL BE TEMPORARILY PLUGGED AND BY rl C) 3/4- (20mm < 4 DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, IN. DRAIN RQK L, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-TIME FLOW B* MAX ir _-'e t" 441 5 E 5' MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 225mm �J 8* (200mm) E A I 1 3 8. FOR CONNEC11ON OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPUNGS SHALL BE MADE S AGE HT. OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE 2 PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO 5 CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE t I 59's 12' N rs REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN 12* 1 II (300mm i0om END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SUPPED BACK INTO A POS111ON EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED 100 X 150mm) II + TRENCii WITH vj 1 11 1 BY THE LWD DISTRICT ENGINEER. COMPACTED BACKFILL L. UJ "I 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNEC11ON OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC -- -- ----- INDUSTRIES, IN.0 STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL TRENCH DETAIL INSTALLATION = = =111 - - ==== 4 C=� u____ � = A-, giv WITHOUT TRENCHING d Allow BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE NO SCALE /7 N7416737nE 147.3Y DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS NO SCALE SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 AND SHALL BE PROVIDED WITH 16 NOTES: 25X'- 6e MILS FUSON BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL I'v FS BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 9 + AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VAUD FOR A PERIOD OF TIME NOT TO INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. EP u LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE v A CHECK TO THE DISTRICT ENGINEER FOR AND UPDATED REVIEW AND APPROVAL. ANY CHANGES SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. SILT FENCE BMP LEGEND (DURING CONSTRUCIION) EROSION CONTROL, NOT TO SCALE GENERAL SITE MANAGEMENT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE DESCRIPTION SYMBOL RYAN LAW AT (760) 420-2810 AT THE END OF EACH WORKING DAY MEN THE FIVE (5) DAY RAIN DESCRIPTION SYMBQL PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT FW--M-- 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC-1 MATERIAL DELIVERY & STORAGE: AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SlTE AT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE [-W-M--3-] CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR STOCKPILE MANAGEMENT: TEMPORARY DEVICES MEN RAIN IS IMMINENT. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED NTH PUNCHED STRAW INSTALLED IN ACCORDANCE NTH SECTION 35.023 EROSION CONTROL BAG GRAVEL BAGS PER CASQA SC-6 SPILL PREVENTION AND CONTROL- Fw--m--_40 3. DE\ACES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED OF THE ER09ON AND SEDIMENT CONTROL HANDBOOK OF THE STATE WEIR SPACED AS NEEDED SILT FENCE PER CASQA SE-1 0 CONCRETE WASTE MANAGEMENT- r-W-M--78 WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. OF CALIFORNIA DEPARTMENT OF CONSERVATION. SOLID WASTE MANAGEMENT: FW-M-_75 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES HYDROSEED SLOPE PROTECTION TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER RUNOFF SPILLWAY SANITARY WASTE MANAGEMENT: AFTER EACH RUN OFF PRODUCING RAINFALL O Fvvm-q� 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL GRAPHIC SCALE 10=10' MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO BOTTOM ROW OF BAGS TO BE INLET PROTECTION PER CASQA o1z) HAZARDOUS WASTE MANAGEMENT- FWM-6] UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES CLEANING: FNS - 8- 1 WHICH MAY ARISE. SET 4m MIN. INTO FINISH GRADE MAINTENANCE: 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 0 10 20 30 E DESILTING BASIN NOM NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO GRAVEL FILLED BAGS DETAIL GRAVEL BAG BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING PLANNING AND BUILDING AREAS MEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. STACKED TIGHTLY PLACEMENT BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED COASTAL LAND SOLUTIONS, INC. 0 , NO SCALE Z3 REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE GRADING PLAN SHALL BE INCORPORATED HEREON. 577 SECOND STREET N CO70O.6 STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL PLAN VIEW ENCINITAS, CA 92024 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY PH (760 230-6025 EXP.09/30/1 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK NO SCALE FAX (2) 230-6026 CI J\. DAY. CLS#1030ENG OFC SIGN If ATE GRAVEL SANDBAGS PER CASQA SC-6 / T Iru BY: 1 CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE I DRAWN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING No. FN I HN I uvu �q AS -9 LgLr.5M&f 11+ _kQA;s.A '3' 1 - Ll DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC STAMPED "ENC-04. L . 7322" PLANS PREPARED UNDER SUPERVISION OF RECOMMEV: JQo APP20VW: GRADING PLANS FOR: LOCATION: ± 4.5 FEET WEST OF THE CURB IN THE DRAINAGE BOX INLET AT THE HORIZONTAL:1" 10' DATE: NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OA KS. /t'l.' A - VULCAN AVENUE 12426-G RECORD FROM: VERTICAL:l 2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN: 254-253-24 ELEVATION: 67.639' 9:_7 1012 jI_5 / zl�,ZK DATUM: NAVD88 DAVID CARON Exp.: 9-30-16 DATE DATE I PLANNING CASE NO: 14-251 DR/TPM/CDP SHEET 30F 3